Contract with Kearns Construction Company Docusign Envelope ID:7101048A-AB51-4871-8150-E4818DB42DA8
L ?\
lohi J't__ -Liz
CONTRACT
THIS CONTRACT ("Contract") is made and entered into as of the IC day of ' 'U`'`- -c"--
2020,
c`2020, by and between the City of Miami Beach, Florida, a municipal corporation (the "City") and
KEARNS CONSTRUCTION COMPANY., (the "Contractor"):
WTTNESSETH,that the Contractor,for and in consideration of the payments hereinafter specified
and agreed to be made by the City, hereby covenants and agrees to furnish and deliver all the
materials required, to do and perform all the work and labor, in a satisfactory and workmanlike
manner, required to complete this Contract within the time specified, in strict and entire conformity
with the Plans, Specifications, and other Contract Documents, which are hereby incorporated into
this Contract by reference, for:
ITB-2020-125-AY
FOR CONTINUING SERVICES AS NEEDED FOR THE CONSTRUCTION OF SEAWALLS
CITYWIDE
The Contractor agrees to make payment of all proper charges for labor and materials required in
the aforementioned work, and to defend, indemnify and save harmless City, and their respective
officers and employees, from liabilities, damages, losses and costs including, but not limited to,
reasonable attorney's fees, to the extent caused by the negligence, recklessness, or intentional
wrongful misconduct of Contractor and persons employed or utilized by Contractor in the
performance of this Contract.
The requirements of the Contract Documents, as such term is defined in the Invitation to Bid, are
hereby incorporated by reference as if fully set forth herein. This Contract is part of and
incorporated in the Contract Documents as defined herein in Attachment A, B and D. Accordingly,
all of the documents incorporated by the Contract Documents shall govern this Project.
The Contract is an indefinite-quantity contract for construction work and services.
The Contractor shall perform all work required, necessary, proper for or incidental to completing
the Detailed Scope of Work called for in each individual Service Order attached hereto as Exhibit
B, issued pursuant to this Contract for the Fix Unit Prices set forth in the Pricing List attached
hereto as Exhibit A. When a specific project is ready for construction, the requesting department
will select the awarded vendor that has the best pricing and availability for the sum of the items
needed for the particular need identified, on a case by case basis.
Partial and Final Payments will be made as provided for in the Contract Documents.
Whenever either party desires to give notice to the other, such notice must be in writing, sent by
certified United States Mail, postage prepaid, return receipt requested, or by hand-delivery with a
request for a written receipt of acknowledgment of delivery, addressed to the party for whom it is
intended at the place last specified.
The place for giving notice shalt remain the same as set forth herein, unless such notice
information is revised in a Contract amendment duly executed by the City and the
Contractor. For the present, the parties designate the following:
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
For City:
Public Works Department
1700 Convention Center Drive
Miami Beach, FL 33139
Attn: Giancarlo Pena P.E., CGC. Civil Engineer III
biancarlopena@miamibeachfl.gov
With copies to:
City Attorney
City of Miami Beach
1700 Convention Center Drive
Miami Beach, Florida 33139
For Contractor:
Kearns Construction Company
2550 South Bayshore Dr. Suite 206B
Miami, FL 33133
Attn: John Kearns
jkearnsAkearnsconstruction.com
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by their
appropriate officials as of the date first above written.
ATTEST: CITY OF MIAMI BEACH, FLORIDA
DocuSigned by: ,-DocuSigned by:
B GVaana�b
By: '�N+vvi I1t.6ra�.t,s
Y �e 3,3 y �—ze Aieig 7 4
Rafael E. Granada, ify G�erk Jimmy L. Morales, difylulanager
11/6/2020 1 7:11 EST
APPROVED AS TO
FORM&LANGUAGE
8 FOR EgCU1 ON
?,,off 4`11‘ \1-
City
[seal]
ATTEST: KEARNS CONSTRUCTION COMPANY
By: 7, .,- By:
Nam• /1ff/1JC 1L'Zpi.e2 Name: 4D
[seal]
DocuSign Envelope ID:7101048A-A851-4B71-815C-E4818DB42DA8
a
$ 8882 888888Fg $ $ $ $ 8888R8888 828S88008 $ 8888 $ S $ $ 88 $ 2 $ $ 8 $ $ 888
pc O O M .V .� p A{ N INn M a n A N M O N G1 O P T m M �.Pi �Np app �VJ1� Yt P N p N VI P O O N ry p 00 4 a
I
b M M INe1 r.1 T w. 8 P %i O P .-� .� ` ... N . . .
, N 2 2 2 : Mel .mil O O - - » tl O 10
m a r n n
i
•
IV
L �[
N > N N N N N N N N N N N N N N N N N N NNN N NNN N NNNNNN NNNNNN NNNN
Iiiiiiiiiiiiiiiiiiir
_
iiii
JiS
1111111111111111111111111111111111111111111111111111
liiiii
1HiiI
N
1111 i;IIIIIIIIIIIN
m m
E
W
N
S 5.
5
5 S5 5
6 c J C lNV�` f J 5Eca J N -J .-J Y_N . N
K g
J.`1' -'
J C C J N m -. c b � c C m {p Jt T L
m J iS c J N �n 5 s 4
dj�53?cam W ,� � a °, m y Zo m mb _�
S 2 S o N ..2 p m o O. g m g a 5 - b m n g
c `+ �'f b .oc - m '
1 ,s2, S J ,-,. .,, . • ._
. �,- O l^.C7 r e c r 6 N N N m . a o n L:7 G
5545 . .
i 5 YV,5 .5' S '' r o 8 c 8 Z q bi.. m j a n.2a as
c-'.v 'r • o o P 13, oo yy m yy C�b� C�
-""3 " = d U Y N N 2 m N A X X O _ 5 1 Y E g
X25_ m g d$ . -'u01. . S 5_ why «vhd � 3d -( m . mmmmmm
• `'' N. Nc2 aa-,. , .. YYvoddoo0oaaa - _
or. e o ccaUa $ mSg424° 4gvS $ovv - • a_
e� 4 0o o
rO
S-'
4
l ogPPoVSomf „ bo5 ! - u ` ■
( Gcss ^Rb boav, N2NZy - i ! : : : ! ! . „, L ,
1 mimn � m- A_ =- S _ 5dad -a
_fiS555 [�A - ' m � 76 m 3 Ymm - dd ~ 6 y
¢ oCO33 m 32Tmnnnnnn • ' oY 1mf 1 5 -5 , O d :cOO[]ODO m m mNmmL 4 � V � ma rS Sm 'E
5m 04 ca Y 2z z; m2
2ZC GtLm _ � n - L-.
dbF, N_ _ NuP4 ` d `uYu _ _ _ • mY3 n
OU„< as . scus
Uamf --- ao�aa¢aa6 KaLn.!
.
b¢E
-
J
800000UVVEOcUUVaVNwnw . a4 - OaPOOOn — - -".267- T-67 -1, g 2N v =
a _ cm mY ^o ”( oc'vuoDoom ` o 3 4 s e. aiNN _ymoo , mm . Ymmma. • V V3cmUUU0O ^ -' qm • . vmaad 2mm -
ktm (ommnLaaTY4daa. a.anun _ - "1_ nen Et %
i btiUmm % Arygaa aBato_ BBEggEYsc , m , m1mmAtd oKg¢ om
gpQOtf6n(YgsYYmmmY 2mmmmmmmmmm y ' NNnNV , � c E ; U
m7TIB ° aBm ° N :v- . . • So8.2. aYgmmSmiAa ,8Qmmm ^
_ Y a - � � x xKK c 4rc cg " wYrtN EmrEooooclad ?wt' 1" av n •6 � � civoc,cccSenax
111111: :::1111:11: 111111111111111111111111- o a - - - -
nmLLm . LL V '
I -. n M O N N N T O A :t. N-. n n N N N N M h N N n 10.1 .g.. .2.. r4 m N .p m N p V a N O O M
lIl M M O e O O e O O f O N N N N N
E V
2
G
O
n
C
Cr
EXHIBIT A rte 2020.125•AY �p
c
IT
0
55 Removal Of Exi ung Seawall Cap 71'-250'Max i.engin $ 65,00 5 56.00 $ 125.00 $ 250.00 $ 8000 5 64.00 O
56 Removal of Ex' tug Seawall Cap for Greater than 250'Ler stio
9_ S 68.00 5 56.50 $ 125.00 $ 250.00 $ 80.00 63.00 m
57 Removal of Eel it Seawall Footing 0'-70'Max Lrngm $ 43.00 $ 377.00 S 220.00 5 150.00 5 250.00 5 152.00 C
5e Removal of Exi ting Seawall Footirg 71'250'Max Length S 43.00 $ 386.00 $ 220.00 $ 150.00 $ 200.00 $ 152.00 V
59 Removal of Exilting Seawall FootIrg for Greater than 250'Length 4$ 43.00 $ 386.00 $ 220.00 $ 150.00 $ 200.00 $ 152.00 0
60 Excavator ant emovel of soil lartdside 1 necessary 0'-10'Man Lsngt. e$ 43.00 5 63 00 5 100.00 $ 95.00 S 50.00 $ 41.50
61 Excavation anc removal of sod landsiSe it necessary 71'-250'Max Length i$ 43.00 5 70.00 S 100.00 S 95.00 $ 70.00 $ 41.50 A
62 Excavation anc iremoval of sot lanaside iI necessary for Greater than 250 Length 5 43.00 S 71,00 5 100.00 5 94.00 $ 50.00 $ 41.50 O0
63 SacktIl Material4(clean sand)0'-70'Max Len9lh 5 48.00$ 95.00 $ 136.00 5 100.00$ 140-00 $ 3100 D
64 Sack011 Matenai(clean sand)71.250'Max Length 48.00 S 75 00D
$ 136.00 3 150.00 $ 100.00 5 30.00 ca
65 Backidl Material'clean sand)for Greater than 25000 Length 5 48.00 S 82.00 5 136.00 $ 99.00 5 80.00 5 31.00 ul
-
66 Restoration ofd garbed area 0'-70 Max Length S 98.00 1$ 63.00 $ 44.00 5 78.00 S 20.00 $ 47.50 1,
67 Restoration ofd turbot area 71'250'Max Length $ 98.00`$ 41.00 $ 44.00m$ 76S 16.00 $ 47.50 W
66 Restoration ofd street area Greater than 250'Length S 80.00 S 42.00..S 44.00 S 68.00 5 14.00 5 4750
Co
69 As-BuilURecord Drawings/togs 0'40 Max Length $ 1,500.00 $ 25,000.00 S 4,400.00 5 12.000.00 $ 8,337.50 $ 4.50000
70 A.6BuiltiRecord Drawings/logs 71'-250'Max Length $ 1,500.00 S 29,000.00_5 4,400.00 5 14,000.00 5 13,3117.50 $ 0.50.00Le
71 As-Built/Record rawings/logs Greater than 250'Length 3 2500.00 $ 36,000.00 $ 4.400.00 5 16,000.00 $ 17,706.25 S 6,500.00 fr
72 Sea fence and T rbldity barrier 0.70 Max Lenge. S 15.00 $ 23.00 5 14.00 $ 7.00 5 4500 5 20.00 'A
co
73 Sir,fence and T rbidity barrier 71'-250'Mao Length _5 15 00 S 23.00 j 14.00 S 6.00 S 3000 S 19.00
74 Silt fence and'1 rhidity barrier Greater bran 250'Length 5 15.00 5 23.00 5 14.00 5 6.00 $ 25.00,$ 15.00 co
75 ALLOWANCE COMPLIANCE WITH TRENCH SAFETY ACT•(PER PRO„ECT AS APPLICABLE} $ 25.00 $ 25.00 S 35.00 $ 25.00 $ 25.00 $ 25.00 03
rzC
D
cc
DocuSign Envelope ID:7101048A-AB51-4871-815C-E4818DB42DA8
EXHIBIT B: Service Order Form
Service Order No. for services described herein
TO: Kearns Construction Company
PROJECT NAME:
DATE:
Pursuant to the agreement between the City of Miami Beach and Kearns Construction Company,
for Continuing Services (as needed) for the Construction of Seawalls Citywide (ITB No. 2020-
125-AY) you are directed to provide the following services:
SCOPE OF SERVICES:
Per attached proposal dated , to be considered part of this Agreement.
Estimated calendar days to complete this work: Days
Original Service Order Amount:
Total From Previous Additional Service Orders:
Fee for this Service Order is Lump Sum/Not to Exceed amount $
of:
Total Agreement to Date: $
Dept. Director Date
Assistant City Manager Date Consultant Date
City Manager Date
The applicability of the following requirements must be determined at time of Service Order:
1. Payment & Performance Bond
2. Liquidated Damages
3. Local Workforce Participation
4. Prevailing Wage Rates
DocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
ATTACHMENT A
COMMISSION AWARD MEMO
DocuSign Envelope ID: 1101048A-AB51-4B71-815C-E4818DB42DA8
10/9/2020 Coversheet
Competitive Bid Reports B
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Jimmy L. Morales, City Manager
DATE: October 14, 2020
SUBJECT: REQUEST FOR APPROVAL TO AWARD A CONTRACT PURSUANT TO INVITATION TO BID (ITB) 2020-125-AY,
CONTINUING SERVICES (AS NEEDED) FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE.
REGOMME DATION
The Administration recommends that the Mayor and City Commission of the City of Miami Beach, Florida approve the City
Manager's recommendation pertaining to bids received, pursuant to ITB 2020-125-AY, continuing services (as needed) for the
construction of seawalls citywide.
BACKGROUND/HISTORY
The purpose of this bid is to establish a continuing services contract for the construction of seawalls, Citywide, on an as needed
basis as determined by the City.
It is the City's intent to award this contract as a push button contract. Push button contracts are extensively utilized by agencies
such as FDOT to expedite to critical projects via a competitively solicited indefinite quantity contract. When items are needed, the
city will select the awarded vendor that has the best pricing and availability for the sum of the items needed for the particular need
identified, on a case by case basis. These types of continuing contracts are authorized under Florida law.Awarding projects via a
push button contract allows the City to expedite critical infrastructure projects while benefiting from competitively solicited pricing.
ANALYSIS
The ITB was issued on July 10, 2020, with bid opening date of August 24, 2020. The Procurement Department issued bid notices
to 32,150 companies utilizing www.bidsync.com website. 123 prospective bidders accessed the advertised solicitation. The notices
resulted in the receipt of seven (7) responses from: Bunnell Marine, LLC ("Bunnel"), David Mancini & Sons, Inc("David Mancini"),
Ebsary Foundation Company ("Ebsary"), Keams Construction Company ("Kearns"), Lambert Bros ("Lambert"), Ric-Man
Construction Florida, Inc. ("Ric Man') and Shoreline Foundation, Inc. ("Shoreline"). See Attachment A for a tabulation of bids
received.
The ITB stated that the responsive, responsible bidder(s) meeting all terms, conditions, and specifications of the ITB will be
recommended for award. Ric Man failed to comply with the minimum eligibility requirements regarding previous experience stated
in the ITB.Therefore,the bid submitted by Ric Man has been deemed non-responsive and cannot be considered.Staff has verified
that the bids submitted by the remaining six(6)bidders met the requirements of the ITB and can be considered.
Below is a brief summary of the six (6) bidders as articulated in their bid submittals and staff's experience with each bidder in
addition to references received, as applicable.
Bunnell Marine,LLC:
According to its proposal, Bunnell Marine, LLC,was founded in Miami in 1941.They have licensed marine contractor with over 40
years of experience. The firm has not previously completed work for the City, but all references provided, including Bayview Tower,
Gluck, Ramin Designs. LLC. provide positive feedback. In addition,Bunnell Marine, LLC is a certified Veteran-Owned Business.
David Mancini&Sons, Inc
David Mancini & Sons are a firm that was incorporated in 2010 and with multiple experience with the City of Miami Beach. The firm
has completed work for the City, with satisfactory feedback, including projects at the North East Convention Center and Crespi
Boulevard. In addition,the City of Miami also provided positive feedback.
Ebsary Foundation Company
For more than 90_years, Ebsary Foundation Company has been performing marine and foundation construction throughout the
State of Florida and across the Caribbean. Headquartered along the Miami River, the firm has provided references which merit
positive feedback from Palace Condominium Association, Town of Medley, and 121 Marina Seawall.
Kearns Construction Company
Keams Construction Company is a Florida based general contractor that performs primarily marine construction, environmental
restoration, commercial diving, and tremie pour services. Founded in 2001, the firm has provided positive references from
companies and municipalities such as Marina Palms and City of Key West.
- _ r
https.//miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx2ltenilD=18832&MeetinglD=774 E i 1/2
DocuSign Envelope ID: 7101048A-AB51-4B/1-8150-E4818DB42DA8
10/9/2020 Coversheet
Lambert Bros
Lambert Bros. Inc. was incorporated in the State of Florida in April 2000 and is family owned and operated.Although the firm has
not previously completed work for the City, it has recently been awarded the project for the 77th street bridge over East Biscayne
Point Canal repairs. In addition, references were provided with positive feedback from City of Tamarac, Palm Beach County, and
Florida Department of Transportation.
Shoreline Foundation,Inc.
Shoreline Foundation Inc. was founded in June of 1986 and is a fully licensed, insured and bonded contractor capable of handling
your marine, heavy highway and deep foundation specialty construction projects. The firm has also provided feedback from
companies such as Eden Isles Condominium, San Remo Condo, and Colonial Club Condominiums. It is important to note that the
FDOT had placed a moratorium on the award of work to Shoreline for failures on a previous project. However, the moratorium has
expired and records indicate that no further action or restrictions with regard to awarding work to Shoreline exist.
In order to assure that the City has contractors that can provide services as necessary, it is in the City's best interest to award all
responsive and responsible bidders, under a push button contract selection. When Work is identified by a City representative, the
Contractor who provides all services needed and is the lowest for the project based on prices submitted in Appendix A, Cost
Proposal Form,will be selected to complete the Work. See Attachment A for all bidders meeting all terms and conditions of the ITB.
FINANCIAL INFORMATION
The cost associated to establish a continuing services contract for the construction of seawalls for the City of Miami Beach is
subject to the funds availability approved through the City's budgeting process. The annual costs are anticipated to be
approximately $1,500,000.00; However, additional funds may become available subject to the funds availability approved through
the City's budgeting process
CONCLUSION
As previously stated, award of the ITB will establish a pool of prequalified firms that have submitted fixed unit pricing for a wide
range of items or services that may be required for future work.When a specific project is ready for construction, staff will utilize the
total of the unit prices submitted by each bidder for the required work to identify the contractor for the project based on overall
lowest total cost for the project. These types of contracts, known as push button contracts, are common in the industry and used
extensively by agencies such as the Florida Department of Transportation. They are innovative ways to expedite work while
assuring the City is benefiting from pricing established through competitive solicitations.
Therefore, after reviewing the bids received and the evaluation of staff, I recommend that the Mayor and City Commission of the
City of Miami Beach, Florida, approve the award of a contracts, pursuant ITB 2020-125-AY for continuing services for the
construction of seawalls citywide, to Bunnell Marine, LLC, David Mancini & Sons, Inc, Ebsary Foundation Company, Kearns
Construction Company, Lambert Bros and Shoreline Foundation, Inc., the responsive, responsible bidders; and authorize the City
Manager and City Clerk to execute the contracts.
Applicable Area
Citywide
is this a"Residents Right to Does this item utilige G.O.
Know"item,pursuant to Bond Funds?
City Code Section 2-14?
Yes Yes
raiggic Connection
Neighborhoods-Increase compliance with City code.
Legislative Tracking
Public Works/Procurement
ATTACHMENTS:
Description
D Attachment A
https://miamibeach.novusagenda.com/agendapublic/CoverSheet.aspx?ItemID=18832&MeetinglD=774 2/2
G
0
C
ATTACHMENTA r'8202.7.-725-A5 U!
613
m
f'r
m
G
BIDDERS (D
Bunnell Marine,LLC David Mancini&Sons,let Ebsary Foundation Kearns Cxsesb6 R
109 Lambert Bron 0
Unit
coeFiABaMwHa►• Shoreline Foundation, -p
U
ne„ Jescnot,or nit Cost Unit Cost Jnit Cost Jnn Cost Unit Cost Unit Coat Um:Cost N
1 Mobilization and•3ednob:iza on 0'•70'Mall Length. $ 3,50000 5 460000.00 5 26,000.00 5 100,000,00 5 50,000.00 4 28,866,00 S 21.600.0o C
2 Mobilization and Jetnob:izalon 71'-250'Max Length. $ 3,500.00 $ 675,000.00 5 26.000.00 $ 125,000.00 S 75,000.00 4 1,,475.00 5 2160000 `
3 Mobsiizafon and Jemob iza^.On Greater tar 252 .609th. $ 3,500.00 5 880,000.00 5 26,000.00 $ 150,000.00 $ 75,000.00 6 30,' 5.90 5 21600.00 C
4 Furnish and Instal.'.Concrete Seawall Panel 10 Max Depth Seaton 070'Max Length 5 35.00 5 64.00 $ 5100 $ 69.00 S 44.00 6 -62"00 $ 33.00
5 Furnish and Installcnaete Seawall Panel 10 Max Depth Seaton 71'-250'Max Length $ 33.00 $ 50.00 $ 09.00 $ 61.00 $ 38.00 4-------625 32.00 C
A
6 Furnish and Instal gonaete Seawall Panel 10'Max Depth Sectlon Greater than 250'.ethgtl $ 35.00 5 50.00 $ 46.00 $ 60.00 S 3680 0 62.66 $ 3100 Cc
7 Furnish and InstalOtericreto Seawall Panel 14'Max Depth Section 7-70'Max length 5 55.00 5 64.00 S 50.00 5 75.00 5 55.00 5 76.00 $ 3500 D
8 Furnish and I nsta IQonvete Seawall Panel'4'Max Depth Becton 71'-250 Max Length $ 55.00 $ 50.00 $ 47.00 5 65.00 S 47.50 6 76.00 5 34.00 D
9 Furnish and Insta onvete Seawall Panel 14'Max DepthSection Greater than 250'Ler CC
Length 5 SS.00 5 51.00 S 45.00 $ 63.00 5 46.00 6 76.60 5 33.00
cr
10 Furnish and Install keel Sleet Pile(NZ 14 u'AZ 14-770)0.77 Mahe Length 5 38.00 $ 78.00 5 38.00 $ 5100 5 42.000 6 41.00 $ 37.00 1.
u Furnish and Insta.I Steel Street Pie(NZ 14 or AZ 14470)71,250'Max Length $ 38.00 $ 78.00 S 37.00 $ 48.00 5 91.00 3 ------41-00 S 36.00 CC
12 Furnish and Instal C1el Sheet Pile(NZ 14 or AZ 14-770)Greater Than 250 Length 5 38.00 $ 78.00 5 37.00 S 48.00 $ 01.00 4 41.ea 5 55.00 -,
13 Fumish and Instal'ryb'x 12'King Pile for Canoeta Seawall 10'Max Depth Section 0'-70-Max Length S 60.00 $ 470.00 S 106.00 5 111.00 5 120.00 6 89,66 5 103.00
14 Furnish and Install l(t'x 12'King Pile for Concrete Seawall 10'Max Depth Section 71'-250'Max_eng>. $ 60.00 S 412.00 5 103.00 $ 109.00 5 108.00 6 62.00 $ 98.00 cr
15 Furnish and Install 1'x it K!rg Pile for Co,aeta Seawall 10'VW Depth Section Greater than 250Length 5 60.00 $ 435.00 $ 106.00 5 109.00 $ 100.00 6---.33,433 $ 96.00 C
16 Finial-.and Install 11'x 12'Batter Pile for Gamete Seawall 10 Max Depth Secyon 0-70'Max Length 5 85.00 $ 543.00 $ 136.00 5 160.00 5 150.00 6 32'2,60 $ 78.00 1.1-
17 Furnish and install 2'x 12'Bader Pilate Concrete Seawal'7 Max Dept Sectich 7"-250'Mex Length $ 85.00 5 438.00 $ 130.00 5 146.00 5 135.00 0 ..10;.3 $ 76,00 A
18 Furnish and Install'2'x 1?Bader Pula for Concrete Seawal'C'Max Depth Section Greater than 250'Length 5 85.00 $ 460.00 $ 134.00 S 145.00 5 12500 6 106.00 5 72.00CC
19 Furnish and'natal 14'x 14'King Pib for Conteh Seawall 14'Max Depth Section 0-7C'Max Length 5 98.00 $ 494.00 S 146.00 5 195.00 $ 150.00 8- -140,00 S 105.00 C
C
20 Furnish and Install 14'x 14'King Pile for Concrete Seawall 14'Max Depth Section 71450'flax Length $ 98.00 $ 436,000.00 5 138.00 5 191.00 S 135.00 6 301,60 $ 104.00 �
11 Furnish and nstall tip'x 14'King Wafer Concrete Seawall 14'Max Depth Section Greater then 250'LengthA
5 9600 $ 460.00 5 141.00 5 194.00 5 125.00 5 40.90 $ 103.00 no
22 Furnish and Install 14"x 14'Batter Pile for Concrete Seawall 14'Max Depth Becton 0'-70'Max Length 5 98.02 $ 567.00 5 145.00 5 195.00 $ 187.50 6 112.06 $ 100.00 G
23 Ftrnlsh and nstall 114'x 14'Batter Pile for Concrete Seawall 14'Max Depth Seaton 71'-250'Max Length 5 98.00 $ 462.00 S 14000 $ 188.00 5 168.7$ 4.----42.9." 00 5 98.00 CCC
24 Furnish and nstall 14'x 14'Batter Pile for Canasta Seawall 14'Max Depth Seaton Greater than 250'Length 5 98.00 $ 460.00 S 142.00 5 186.00 5 156.25 4- 129.09 $ 96.00
25 Furnish and Install 14'x 14"Batter Pile for Steel Sheet Pile(NZ 14 or AZ A-770)0-70'Max Length 5 71.00 $ 567.06 5 146.00 5 159.00 S 187.50 6 106.00 $ 100.00
26 Furnish and Insall 14'x 14'Batter Pile for Steel Sheet Plle(NZ 14 or AZ 14770)71'-250'Max Length 5 71.00 S 462.00 $ 138.00 $ 154.00 $ 168.75 b 98.06 5 98.00
17 Furnish and Install 54'x 14'6e9er Pile for Steel Sheet Pile(NZ 14 or AZ 14770)Greater than 250'Length $ 71.00 $ 460.00 $ 142.00 $ 159.00 5 15025 6----08.60 $ 96.00
28 Furnish and!natal 16'x 18'Bauer Pilo far Steel Sheet Pile(NZ 14 cr AZ 14770)0.77 Max Length 5 81.00 $ 623.00 5 143.00 $ 340.00 S 243.75 0 1"^n S 130.00
29 Furnish and Install 'x 18"Bader Pile for Steel Sheet Pile(NZ 14 or AZ 14-770)71,250'Max Largtl 5 81.00 $ 518.00 5 137.00 5 294.00 5 219.38 0 161.00 5 130.00
30 Furnish and install 16'x 18'Batter Pile for Steel Sheet Pile(NZ 14 or AZ 14770)realer than 250'Length 5 81.00 $ 515.00 S 137.00 $ 232.00 5 203.13 8 ici ee 5 130.00
31 Furnish geld install facrate Seawall Cap to 10'Max Depth Section 7-70'Max Large- 5 300.00 $ 411.00 5 473.00 $ 771.00 5 347.00 6 504410 S 265.00
32 Furnish and:natal ete Seawall Cap far 10'Sfax Depth Section 71'•250 Max..ongM $ 300.00 $ 41L00 $ 450.00 $ 740.00 $ 340.00 ger----�� $ 26000
33 Furnish and!nstall drete Seawall Cao for 10'.Liax Depth Sec'aon Greater I nal 257_engtl S 300.00 $ 411.00 S 425.00 $ 733.00 5 335.00 6 498',00 $ 295.00
34 Furnish and Installirate Seawall Cap for 14'Max Depth Becton 7-70'Max_engM. $ 800.00 $ 411.00 5 475.00 S 843.00 S 367.00 6 533.00 $ 265.00
35 Furnish and Install Concrete Seawall Cap for 14'Max Depth Section 71-250 Max Length 5 300.00 $ 411,00 5 450.00 S 780.00 S 360.00 6 498.00 $ 260.00
36 Furnish and Install Concrete Seawall cap for 14'Max Depth Section Greater than 250':.engin $ 30000 $ 411.00 $ 475.00 S 767.00 5 155.00 6-----498,00 5 255.00
37 Furnlst and Install Concrete Seawall Cap for Steel Sheet Pte wi 14'x 14'Bayer ores 0'-70'Max Length $ 300.00 S au.f10 $ 467.00 5 843.00 5 513.00 b 64,3439 5 335.01
38 Furnieh and Install Concrete Seawall Cap for Steal Sheet Pile WI 14'x14'Bayer Pies 71'250'Max Length $ 300.00 $ 411.00 S 444.00 $ 780.20 5 490.00 S -568.5 $ 330.00
39 Furnish and!nstall Concrete Seawall Cap for Steel Sheet Pile w114"x 14'earner Plies Greater than 250'Length $ 300.00 $ 411.00 5 421.00 5 767.00 $ 475.00 6----666,00 $ 925.00
40 Furnish and natall donorete Seawall Cap for Steel Sheet Pile wi 16'x 16'Basler Piles 0'-70 Max Length 5 300.00 $ 41100 S 467.00 g 1,129.00 $ 525.00 6 410.00 5 335.10
41 Furnish and nstall Cloncrete Seawall Cap to Steel Sheet Pile he 16'x 18'Batter Five 71'-250'Max Length $ 300.00 $ 411.00 5 444.00 5 900.00 $ 500.00 b _.09.60 $ 330.00
42 Furnish and nstall Concrete Seawall Cry fa Steel Sheet Pile wf 16'x 16'Batter Plus Greeter than 257 Length 300.00 $ 411.00 5 420.00 S 867.00 5 495.00 4-------669,09 $ 825.00
43 Fussell and nstall Concrete Seawall Outfall Pipe Penetatcn 5 2,500.00 $ 23,000.00 5 13,000.00 5 17,000.00 S 4,000.00 5-- 14,376.60 5 7,850.00
44 Furnish and Install Steel Sheet Pie Seawal Outfall Pipe Penetration 5 1,500.00 5 21,000.00 5 15,000.00 $ 19,500.00 $ 4,800.00 6 14,223.06 5 15,250.00
444 Concrete Panel Knopio..t Area S 8.00 $ 108.00 5 5.00 5 64.00 $ 25.00 6 56.00 $ 70.00
45 Finnish and Install r457 Stone 0-70'Max Length 5 45,00 $ 163.00 5 88.00 5 146.00 $ 228.00 6- -3906 S 46.00
46 Furnish.and Install 057 Stone 71'-250'Mao Length 5 45.00 5 163.00 5 88.00 S 129.00 S 216.00 4 57.00 S 45.00
47 Furnish and Install!157 Stine for Greater than 270'Length 5 45.00 $ 163.00 $ 88.00 S 129.00 5 216.00 6- 66 00 5 45.00
48 Furnish end Install Rubble Rip Rap 0'-70 Max Length $ 195.00 5 700.00 S 133.00 5 23000 $ 167.00 6 74x.00 $ 112.00
49 Fvrrish and Irwtad Rubble Rfp Rep 7,-250'Max Length 5 195.00 $ 700.00 5 133.00 $ 193.00 $ 160.00 i 243,99 $ 112.00
so Furnish and Install Rubble Rtp Rep treater than 250'Length 5 195.00 $ 700.00 $ 133.00 $ 192.00 $ 160.00 6- 213.66 $ 112.00
51 Furnish and Install Aluminum Pipe Guardrail 0'-70 Max Length $ 105.00 $ 142.00 5 79.00 $ 140.00 5 175.00 b 44+00 $ 40.00
52 Furnish and Install luminum Pipe Guardrail 71'-250'Max Length $ 105.00 $ 142.00 5 79.00 S 120.00 $ 155.00 6,---30,41e 5 40.00
53 Ftrnlsh and Install luminum Pipe Guardrail far Greater than 250'Max Length $ 105.00 $ 142.00 5 79.00 $ 90.00 5 150.00 4 -36.00 S 40.00
54 Removal of Existing Seawall Cap 0-70'Max Length $ 68.00 $ 56.00 $ 125.00 $ 250.00 $ 85.00 4- 376.!00 $ 66.00
55 Removal of Exlttrg'Seawall Cap 71'•250 Max Length $ 68.00 $ 58.00 5 125.00 5 250.00 $ 80.00 i 378,66 $ 64.00
56 Removal of Existng Seawall Cep fa Greater than 250'Length S 68.00 $ 56.00 $ 125.00 $ 25000 $ 80.00 0----128,00 $ 63.00
57 Removal of Exlatng.Seawall Feotng 0-70 Max Length 5 43.00 $ 377.00 S 220.00 $ 150.00 S 250.00 6 X73-90 $ 152.00
58 Removal of Exla6ng Seawall Footing 7'-250'Max-erg' 5 43.0C $ 388.00 5 120.00 $ 150.00 5 200.00 6 3'1.69 $ 152.00
59 Remcva.of Existing Seawall Footing for Greater than 250'Length $ 43.0C $ 386.00 5 220.00 $ 150.00 5 200.00 6 1'009 5 152.00
G
0
C
ATTACHMENT A
rT82020125-AY Cr
(II
R
G
60 Excavation and rerniaval of soil landside t necessary 0'-70 Max Length 5 43.00 5 63.00 $ 10050 $ 95.00 $ 80.00 8.---.35,00 S 41.50 (D
0
61 Excavation and rernaval of soil landsde',tnecessary 71'25o.Max Length 5 43.00 5 70.00 $ 100.00 5 96.00 5 70.00 .5-.-.241479 5 41.50 "o
62 Excavation and removal of sal Wndside f necessary for Greater tar 250'Len Cb
Long 5 43.00 5 71.00 S 100.00 5 94.00 5 5500 & 34,00 $ 4150
63 Backe Material(dear sand)u•-70'Max',ength $ 48.00 5 95.00 5 136.00 $ 100.00 S 140.00 & 561.00 5 31.00 G,
64 Backfill Material(clear send)71'-250Max Length $ 48.00 5 75.00 $ 136.00 $ 100.00 5 100.00 4.-----50.00 $ 31.00
55 Backfill Material(clear send)for Greater Can 250'Length $ 48.00 5 82.00 $ 136.00 $ 99.00 5 80.00 6----6(4,00 $ 41.00 0
66 Restorabar of disturbed sea 0'.70 Max Length $ 98.00 5 63.00 $ 44.00 $ 76.00 S 20.00 & 40.00 5 47.50
67 Restoration of distorted sea 71-250'Max Length 5 98.00 $ 41.00 $ 44.00 $ 76.00 $ 16.60 $ "1 n0 $ 47.50 A
68 Restoration of distorted sea Greater than 750'Length $ 80.00 6 42.00 5 44.00 $ 68.00 5 14.00 6 41.00 5 47.50 D
69 Ara-Ooi7Record Ora ings.logs 0'40 Max Lergtn 5 1,500.00 5 21,000.00 5 4,400.00 $ 12,000.00 $ 8,33750 3 3,982.00 $ 4,500.00
70 4e-8u11JRacor0 Dra,)Angslo3s 71'-250 Max Length 5 1,500.00 $ 29,000.00 $ 4,400.60 $ 14,000.00 $ 13,38750 & 4,175,00 $ 5,500.00 CC
71 As-Bui$Record Cra9Angabgs Greater than 250'Length 5 2,500.00 5 36,000.00 5 4,400.00 $ 26,000.00 S 17,706.25 3 5DC7.08 $ 6,500.00CP
72 Sia fence and Turbidity barer 0'-70 Max Lengtn 5 15.00 S 23.00 S 14.00 $ 7.00 $ 45.00 F 59-00 $ 20.00
73 Sit fence and Turbidity bailer 71-250 Max Length $ 15.00 $ 23,00 5 14.00 5 6.00 $ 30.00 F 39.00 5 1500
CC
74 Silt fence and Turbidity banter Greater than 250'Length $ 15.00 S 23.00 $ 14.00 $ 6.00 $ 25.00 6 19.00 5 18.00 j
75 ALLOWANCE FOR COMPLIANCE WITH TRENCH SAFETY ACT'PER PROJECT AS APPLICABLE) 5 25.00 25 S 25.00 5 25.00 $ 26.00 & 26.56 5 25.00 60
Cn
*Deemed nonresponsive for rai ore to corny with minimum requremente therefore reca vac ro hrtner consideration. 1
IT
A
Cc
cc
G
CC
A
IV
G
D
i
DocuSign Envelope ID: 1101048A-AB51-4B71-8156-E4818DB42DA8
ATTACHMENT B
ADDENDA AND ITB SOLICITATION
r
DocuSign Envelope IL): 1101048A-AB51-4871-8150-L4818DB42DA8
M I AMI B EAC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www,miamibeachf I.gov
ADDENDUM NO. 3
INVITATION TO BID NO. 2020-125-AY
CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS
August 17, 2020
This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other
clarifications and revisions issued by the City. The ITB is amended in the following particulars only(deletions are shown
by strikethrough and additions are underlined).
THE DEADLINE FOR QUESTIONS HAS PASSED AND NO FURTHER QUESTIONS WILL BE CONSIDERED.
I. ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is on Monday, August 24, 2020, until 3:00
P.M..
PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY
Dial-in Instructions:
•Dial the Telephone Number: 1-786-636-1480
•Enter the Conference ID No.: 547 415 86#
All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely
submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically,
either through email or facsimile, submitted prior to or after the deadline for receipt of bids are not acceptable and will be
rejected. Late bids cannot be submitted,bidders are cautioned to plan sufficiently.The City will in no way be responsible
for delays caused by technical difficulty or caused by any other occurrence.
II. ATTACHMENTS
Exhibit A: Seawall map
Exhibit B: CMB Standard Seawall Details
Exhibit C: Standard Detail 18-20 Manatee Grait
Exhibit D: Standard Detail 12-16 pipe penetration for sheet piles
Exhibit E: REVISED Bid Price Form
FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND EXECUTED: 1) BID PRICE FORM
(EITHER INCLUDED IN THE ORIGINAL ITB OR RELEASED VIA AN ADDENDUM) SHALL
RESULT IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER
CONSIDERED.
Exhibit F: Basis of Payment for Bid Price Form Line Items
Exhibit G: REVISED Insurance Requirements
III. RESPONSES TO QUESTIONS RECEIVED
Q1: Please provide the specific locations for each proposed seawall project.
Al: Not available at this time. The purpose of the ITB is to establish a push button contract for
future work as funding becomes available. The City owns approximately a total 4.15 miles of
seawalls.Approximately I mile of this total have been constructed and the remaining 3.15 miles
of seawalls are be constructed in the future and as budget becomes available.Please refer to
the attached seawall map (Exhibit A) showing the approximate location of all City owned
seawalls. Contractors should not assume that all work will be completed through the award of
this ITB. The City reserves the right to contract for future seawalls through the award of this
1 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 7101048A-AB51-4871-8150-h4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
item, or through any other contracting/procurement method acceptable to the City.
Q2:Some City of Miami Beach seawalls have low and narrow bridges that restrict barge access(Meridian Ave,
Chase Ave, North Chase Ave and Surprise Lake). Our large barges can not access seawalls at these locations.
Consequently, the cost of seawall at these seawalls are exponentially more expensive. Therefore, the site
location is needed to submit a proper seawall proposal.
A2: The attached seawall map depicts four City seawalls within the are described above:
1) Cherokee Avenue south end
2) Muss Park west end of 44 W Street
3)40 W Street&Chase Avenue parking lot
4)Garden Avenue south end
Seawalls 1) and 2) have already been constructed. Seawalls 3) and 4) have not been
constructed. Both of these seawalls have access through water and land. Similarly, the City
seawalls along Collins Canal, where access through the water is limited, the contractor shall
field verify the constructability and shall adjust the cost accordingly.
03: Please provide the soils report for each proposed seawall project.
A3: All seawalls to be constructed under this push button contract will be designed and
permitted by the City or by City's professional engineering consultants.The design will reflect
specific soil conditions for each seawall. Construction shall not start until the final design is
complete and permits are obtained. The City will provide the soil reports, final plans,
underground utility locations, environmental permits, etc.
Q4: The ITB insurance requirements do not require the Federal marine insurance for working from barges.
Will USLH,Jones Act and Long Shoreman insurance be required for this ITB?
A4: Please refer to revised insurance requirements, Exhibit G.
Q5: Please confirm that prevailing wages rates and certified payrolls will not be required.
A5: Projects under this contract will not exceed $1,500,000, therefore Prevailing Wage Rates
will not be required.
Q6: Please provide the bid length for concrete piles(king and batter) used in building concrete panel seawalls.
A6: Units for all concrete piles are now based on linear feet as opposed to each. Please see
revised bid price form (Exhibit E).
Q7: Please provide the bid length for the concrete seawall panels.
AL Unitts_for all concrete_.panels and sheet pile wall are now based on square feet feef_s
opposed to linear feet. Please see revised bid price form(Exhibit E).
08: Please confirm that 16" x 16" concrete piles are not required (bid items 28 - 30). Typically, 16" x 16"
2 ADDENDUM No.3
INVITATION TO BID NO.2020.125•AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 1101048A-AB51-4871-8150-E4818DB42DA8
M I AMI B EAC F-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3rd Floor
Miami Beach, Florida 33139
www.miamibeachfl.gov
concrete piles are not used in the State of Florida. The common concrete pile sizes are as follows:
A. 10"x 10"
B. 12"x12"
C. 14° x14"
D. 18" x18"
E. 20"x 20" (one precast yard in Tampa)
F. 24" x 24"
The plans call for 14"x 14"concrete piles. Please clarify.
A8: Confirmed. The proposed concrete piles are now 18"X18" instead of 16"X16". Please see
revised bid price form(Exhibit E)and proposed Exhibit B with the details for this configuration.
Q9: Who will pay for the destructive testing (City or Contractor)?
A9: The Contractor.
Q10: Will signed and sealed pile logs be required?
A10: Yes.
Q11: Who will pay for the signed and sealed pile logs(City or Contractor)?
All: The Contractor.
012: Who will hire and pay for surveys and as-built surveys(City or Contractor)?
Al2: The City will provide for the topographical survey as part of the final design. The
contractor shall provide as-built drawings per bid items 69-71.
013: Will the City provide any parking for the Contractor?
A13: No. The contractor shall apply and pay for any need of parking. City will help coordinate
with the effort.
014: How many parking spaces will be provided?
A14: See response A13.
015: Will the City provide the Contractor a staging area?
A15:_No.Thies_contractdoes_not have provisions for staging areas_The_City will coordinate this
effort with the contractor but ultimately the contractor shall be responsible for securing staging
area.
3 ADDENDUM N0.3
I INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls - ----_._
DocuSign Envelope ID: 7101048A-AB51-4871-8156-E4818D842DA8
M I ANI I B EAC F-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Q16: Please provide the size and location of the staging area?
A16: See response A15.
Q17: Will the City pay for fabricated and stored offsite seawall materials.
A17: No.
018: Please provide the as-builts for the underground utilities.
A18: See response A3. As-builts for the underground utilities will be provided with the fnal
plans and environmental permits.
019: Should the bid form be revised to include an allowance amount for buried utilities?
A19: No.All seawalls to be constructed under this push button contract will be designed and
permitted by the City or by City's professional engineering consultants.The design will reflect
specific soil conditions for each seawall as well as utility conflict resolutions if required.
Construction shall not start until the final design is complete and permits are obtained. The
City will provide to the awarded contractor all information used for the design of each specific
project, including but not limited to soil reports, final plans, underground utility locations,
environmental permits, etc. In the event that a conflict resolution requires special work not
covered on the standard drawings, the City will negotiate with the contractor as change order
or as a contingency transfer.
Q20: How will the intersection of underground utilities and seawall work be accounted for in the Contractors
proposal?
A20: See resonse A19.
021: Will the City's consultant, BCC, be the engineer of record for this project?
A21: BCC will be the engineer of record for the seven seawalls scheduled to begin during Fiscal
Year 2020-2021:
• Lennox Court,
• Jefferson Avenue,
• Garden Avenue,
• 7150 Indian
• Creek Dr,Bonita Dr,
• Troutville Esplanade&
• Rue Notre Dame
Q22: Will the City's consultant,BCC,provide threshold inspections?
A22: The City and/or the City's owner's representative will perform any necessary and required
speciality inspections.
4 ADDENDUM NO.3
INVITATION TO BID NO,202D-125-AY
Continuing services for construction of seawalls
�l*f%
DocuSign Envelope ID: (1U1U48A-AB51-4B/1-8150-E4818DB42DA8
M I ANI I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3'd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
023: Will the Contractor hire an engineer to submit a complete permit package to the municipalities?
A23: No. See response A3.
Q24:What is the status of the City permit?
A24: The City anticipates obtaining permits for the aforementioned seven seawalls toward the
latter part of this year.
Q25: What is the status of the DEP permit?
A25: See response A24.
Q26: What is that status of the Army Corp. permit?
A26: See response A24.
Q27: What is the status of the DERM permit?
A27: See response A24.
028: Will the City pay for all DERM permit, mitigation and impact fees?
A28: Yes.
Q29:Sometimes, DERM requires the Contractor to post a cash bond for marine work. Will the City pay for the
DERM cash bond if required?
A29: Yes,the City is paying for all the bonds required by DERM.
030: Sometimes, DERM wants to hold onto the cash bond for several years. Will the City pay for the cash
bond required by DERM?
A30: Refer to response A29.
Q31: What is the project duration for each proposed seawall project?
A31: This information is not available at this time. Once each seawall project is ready to be
constructed, we will work with the contractor to determine a fair construction duration.
Q32: What is the anticipated start date for the seawall projects?
A32: The City is currently designing seven City seawalls. All seven seawalls (Lennox Court,
Jefferson Avenue,Garden Avenue,7150 Indian Creek Dr, Bonita Dr,Troutville Esplanade&Rue
Notre Dame) are expected to begin construction soon after final plans are finished and all
5 I ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls ��
DocuSign Envelope ID: 7101048A-A851-4811-8150-E4818DB42DA8
M I AM I BE1 F1
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl gov
environmental permits have been obtained. Construction is anticipated to start within the first
and second quarters of year 2021.
The City is also in the process of developing a seawall master plan that prioritizes all City-
owned seawalls.It is the intent of the City to use this push button contract as in the need basis
to continue the construction of other City owned seawalls. We anticipate to have this seawall
master plan developed early 2021 and the design and permits will be initiated.Regular updates
will be provided to all contractors that get awarded under this push button contract.
Q33: Without a schedule duration, how will the City asses liquidated damages?
A33: The liquidated damages will be calculated for each specific project at time of service
order. Therefore,this information is not available at this time. However, the City may consider
any but not limited to the following options in calculating liquidated damages:
• LD = 25% of the total cost (including contingency) / number days for substantial
completion
• Contingency. It is the intend of the City to add a 10%contingency of the estimated cost
for each project.
• Number of days for substantial completion= 60 days to procure materials and mobilize
+ 1 day per 2 feet to fabricate + 5 feet per day to install of the total horizontal length of
proposed seawall. For example, a 70 feet long seawall will have approximately 60+ 35
+ 14= 109 days.
034: Will the schedule start once the permit is obtained and City issued NTP?
A34: Yes.
Q35: What are the liquidated damages per each proposed seawall project?
A35: Please refer to response A33.
Q36: What are the sheet pile coating requirements?
A36: Steel sheet pile will be coated per Sheet 12-11 of Exhibit B.
Q37: Will the sheet piles be coated water side only or both sides?
A37: Steel sheet pile will be coated per Sheet 12-11 Exhibit B.
Q38: Will the sheet piles be coated only on the top 15'?
A38: Steel sheet pile will be coated per Sheet 12-11 Exhibit B
Q39:What will be the concrete coverage requirements(ACI 3"or FDOT 41?
A39: The concrete coverage requirements will be specified in the final design documents.
Y _ 6 i ADDENDUM NO.33
f! INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 7101048A-A851-4 71-8150-E4818DB42DA8
MIAMI B E AC I-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3Rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Q40: Bid itern No. 43 requires outfalls. Will manatee grates be required?
A40: Yes, the cost of the manatee grate will be included in item 43. Please refer to the Exhibit
C for the standard detail of manatee grate.
Q41: What are the specifications for manatee grates for outfalls?
A41: See response A40.
Q42: Are stainless steel manatee grates required?
A42: See response A40.
Q43:At Fleet Management,the CMB disliked the welded stainless steel manatee grates. The required welded
stainless steel creates surface rust at the welds. Suggest using flat plate stainless steel(3/8")laser/water jet
cut to build single piece manatee grates(no welds).
A43: Details for manatee grates on steel sheet pile seawall are not available at the time of this
addendums. The details will be provided by the City for each sheet pile seawall that requires
manatee grates as part of the final plans and the City will negotiate with the contractor as
change order or as a contingency transfer if a manatee grate is required in any sheet pile
seawall.
044: Will signed and sealed shop drawings be required for the FDOT handrails?
A44: FDOT standard handrail shop drawing do not required signed and sealed shop drawings.
The Contractor shall be responsible to providing shop drawings that comply with the FDOT
standard plans and specifications.
045: Will the City require a special handrail permit for all FDOT handrails?
A45: If required,the City or City's consultant will obtain this permit.
Q46: Will the City pay for the builder's risk insurance?
A46: Please refer to Exhibit G for all insurance requirements. Builder's Risk would not be
required for seawall product.
Q47: Will the Contractor be required to secure and pay for builder's risk insurance?
A47: See response A46.
Q48:Will the City provide landscaping, sod and irrigation after seawall construction?
A48: The restoration item shall include embankment required to fill the area adjacent to the
7 I ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 7101048A-AB51-4B71-8156-E4818DB42DA8
M I A IMI I B E AC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3'd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
seawall for about 10'in width and a length of the entire seawall to an elevation of 5.2 feet NAVD
at the seawall and a gradual transition from the seawall to the existing ground. This includes:
suitable embankment, 6"of top soil and bahia grass. in addition, any other area that has been
disturbed shall be regraded to the original conditions and shall be sodded with bahia grass.
Any additional landscape work beyond the aforementioned work, the City will negotiate with
the contractor as change order or as a contingency transfer OR the City decides to exclude it
from this contract to be performed by others. The Contractor shalt document site conditions
prior to commencement of work of work activities within the anticipated area to be disturbed.
Pease see revised bid form (Exhibit E). reflecting this language.
Q49: Will the City require seismic monitoring?
A49: Yes.The cost of this monitoring to be included in the unit price of the seawall items.Also,
please refer to standard detail 12-1 general note 7.
Q50: Who will pay for the seismic monitoring (City or Contractor)?
A50: The Contractor.The cost of this monitoring to be included in the unit price of the seawall
items.Also, please refer to standard detail 12-1 general note 7.
Q51: a) If environmental agencies require mitigation for impacts to corals, seagrasses, sponges, etc —how is
this accounted for and/or re-imbursed?b) Does contractor pay the fees and bill the City,or does City pay these
fees and I or approve mitigation as part of a separate addendum or scope of work. Mitigation will be required
— and is usually addressed through riprap/boulder placement. However, if there are significant corals in the
footprint of the work, for example, these corals will need to be removed and relocated. Ocean Consulting can
conduct this work. How do we account for this consulting cost?
A51: a)See response A3. b)Any required mitigation items not specifically included in the bid
form, the contractor will be entitled to a fair compensation as a change order or as a
contingency transfer
Q52: Who will be covering the cost of sealed Geotech report for each site?
A52: The City will provide this information for each project.
Q53: Who will be covering cost of boundary/topographical survey for each site?
A53: The City will provide this information for each project.
Q54: Are all permit fees paid directly by the City, or by the marine contractor and reimbursed by the City?
A54: The City will pay for environmental permits during the design phase. Any other fee
charged by permitting agencies not paid by the City,the Contractor shall pay andthe_City shall
reimburse permit fees to the contractor on a pass-through basis(no mark-up or administrative
fees).
I .
8 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
a
DocuSign Envelope ID: 7101048A-AB51-4871-815U-E4818DB42DA8
M I AM I BEi\ F1
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rFloor
Miami Beach,Florida 33139
www.miamibeachfl.gov
055:Will all seawalls be constructed to a standard height(minimum required now is+5.7'NAVD,for example)?
A55: Yes.
Q56: The City will need to sign all applications for permitting. Who will be the designated person to sign?
Should be the City Manager or similar.
A56: Most permit applications will be obtained by the City prior to construction. Any additional
permit applications that need to be submitted by the contractor will be signed by the City
Manager or his designee.
Q57:Typically there are outfalls and utility crossings through these City seawall projects.We will need detailed
surveys with locations and elevations.
A57: Contractors are alerted to the fact that all seawalls to be constructed under this push
button contract will be designed and permitted by the City or by City's professional engineering
consultants. The design will reflect specific soil conditions for each seawall, actual survey
conditions, utility conflict resolutions, etc. Construction shall not start until the final design is
complete and permits are obtained.The City will provide all relevant information, including the
the final plans and environmental permits to the contractor.
Q58: Please confirm Davis Bacon or prevailing wages will not be required for this contract.
A58: Davis Bacon and Prevailing wages applicability will be determined at the time of service
order.
Q59: Does the local workforce participation requirement apply for this contract?
A59: Local workforce participation applicability will be determined at time of service order.
However, local worforce participation applies to construction projects that exceed $1,500,000
million.
Q60: Who will be responsible for permit processing and fees with the following agencies:
a. ACOE
b. FDEP
c. DERM
A60: The City.
061: Will the city permit fees be waived?
A61: The City will pay for environmental permits during the design phase. Any other fee
charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall
reimburse permit fees to the contractor on a pass-through basis(no mark-up or administrative
fees).
9 I ADDENDUM NO.3
INVITATION TO BID NO 2020-125-AY
Continuing services for constrt cUon of seawalls
DocuSign Envelope ID: 7101048A-AB51-4B71-8150-E4818DB42DA8
M I AM I B EAC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Q62: We respectfully suggest that any permit fees be addressed as a pass through cost and not be included
in the bidding process.
A62: The City will pay for environmental permits during the design phase. Any other fee
charged by permitting agencies not paid by the City,the Contractor shall pay and the City shall
reimburse permit fees to the contractor on a pass-through basis(no mark-up or administrative
fees).
Q63: Is a Bid Bond required? If so, what percentage and on what form?
A63: Bid Bond is not required.
Q64: Will builders risk insurance be required for each project?
A64: Please refer to Exhibit G for all insurance requirements. If in the future builder's risk is
required, the Contractor must pay for it.
Q65: Who will be responsible for on-site engineering and inspections?
A65: The City.
Q66: Please confirm that the following will not be required by the contractor and are the responsibility of others:
a. Special purpose surveys.
b. Sub soil investigations and reports.
c. Permit sketches.
d. Construction/layout survey and elevation benchmarks.
e. Signed and sealed construction drawings.
f. Calculations
g. Benthic survey.
h. Signed and sealed as-built drawings.
i. Adjacent structure pre construction surveys.
A66: A)By The City.
B)By The City.
C) By The City.
D) By the Contractor.
E) By The City.
F)Calculations related to the design will be provided by the City.
G) By The City.
H)By the contractor.
I)By the contractor.
Q6Z:Will vibration monitoring be required for all pile driving_operations?
A67: Yes.The cost of this monitoring to be included in the unit price of the seawall items .Also,
please refer to standard detail 12-1 general note 7.
10 ADDENDUM No.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
M I AM I BE/\ I-1
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3"d Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Q68: Will contractors be permitted to spud barges overnight at the jobsites?
A68: The contractor will be allowed to spud barges overnight but may not use the existing
seawall to do so. The cost of this effort shall be included in the unit price of the mobilization
item. Please reder to Exhibit F Basis of Payment for line items.
Q69: What is the anticipated start date?
A69: The City is currently designing seven City seawalls. All seven seawalls (Lennox Court,
Jefferson Avenue,Garden Avenue,7150 Indian Creek Dr,Bonita Dr,Troutville Esplanade&Rue
Notre Dame) are expected to begin construction soon after final plans are complete and all
environmental permits obtained.Construction is anticipated to start within the first and second
quarters of year 2021.
The city is also in the process of developing a seawall master plan that prioritizes all City-
owned seawalls. It is the intent of the City to use this push button contract as in the need basis
to continue the construction of other City owned seawalls. We anticipate having this seawall
master plan developed early 2021 and design and permitted will be initiated. Regular updates
will be provided to all awarded contractors.
Q70: What is the amount of time for completion for each project?
A70: Each seawall is unique and the time for completion will vary. Once each seawall project
is ready to be constructed, the City and the contractor will determine a fair construction
duration.
071: Please provide bid lengths for sheet and concrete piles for bid items 10-30.
A71: The units for items 4-30 have been changed.Please see revised bid price form (Exhibit E).
Q72: Will alternate steel sheet pile sections meeting the proposed properties be considered?
A72: The contractor shall bid based on the current information.At the time of the construction,
the City will coordinate with the contractor any value engineering ideas and options.
Q73: 16" Concrete Pile: We have not been able to locate a source for 16"pre cast concrete pile in the state of
Florida. We have located an out of state source for the 16" pre cast concrete pile, the cost will be 2-3 times
normal due to the long trucking distances. We respectfully suggest that an 18" pile be substituted for the 16"
for cost savings. Keep in mind if this acceptable the cast-in-place cap dimensions would have to be increased
to accommodate the larger cross section. Also impacts to the existing submerged land would increase due to
the larger size as well.
A73: The proposed concrete piles are now 18"X18" instead of 16"X16". Please see revised bid
price form (Exhibit E)and proposed Exhibit B with the details for this configuration.
11 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 7101048A-AB51-4B71-8150-E4818DB42DA8
M I AM I BEI\cH
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3id Floor
Miami Beach,Florida 33139
www.miamibeachfl.gav
Q74: Page 24, Item 'Hof the instructions to bidders. "The cost of any item(s)of work not covered by a specific
Contract unit price or lump sum price shall be included in the contract unit price or lump sum price to which the
item(s) is most applicable. Please clarify and include an example of items that are to be included by bidders.
A74: All costs including but not limited to the work specified in this bid, and consisting of but
not limited to furnishing all materials, labor, equipment, supervision, overhead and profit,
insurance, and taxes to complete the work to the full intent as shown or indicated in the
contract documents.
Q75: What quantity, size and type of pipe penetrations should bidders assume for each project(s)?
A75: The majority of the seawalls have one or more outfall pipes for each seawall project.As a
result,the proposed seawall will have one pipe penetration treatment for each outfall pipe.The
existing outfall sizes vary between 12" and 48". The standard detail for the concrete pipe
penetration is included in standard detail sheets. The standard detail for the sheet pile pine
penetration is included in Exhibit D of this addendum. The bid form items 43 and 44 provide
an estimated quantity of pipe penetration treatments for each seawall project.
In addition,some proposed seawall panels will be designed to have a rectangular area(referred
to as a knock-out area)without reinforcement filled with bricks are mortar to account for future
stormwater outfall discharge opening. The size of the knock-out area varies between 16 to 32
square feet per concrete panel.
The detail for the concrete panel knock-out will be included as part of the final design for each
project where required. The original bid form was revised to include a bid item for this knock-
out area
Q76: Will manatee grates or backflow prevention devices be requires for pipe penetrations?
A76: Manatee grates will be required for pipe sizes 18 inches or greater. Please refer to
manatee grate detail in Exhibit C. Backflow preventers will only be required in a case by case
basis.The cost of the manatee grate for the concrete panel seawall shall be included in the unit
cost of the concrete seawall outfall pipe penetration bid item. For manatee grates required for
sheet pile seawalls and for any required backflow prevention devices, the contractor will be
entitled to a fair compensation as a change order or as a contingency transfer
Q77: Should bidders included FDOT Index 870 guardrail for all concrete cap items?
A77: Yes.
078: What size jet filters should we include on steel sheet pile walls?
A7&-4-ince
12 i ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope IL): (101048A-AB51-4B71-8150-E4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3rd Floor
Miami Beach, Florida 33139
www miamibeachfl.gov
Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the
attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov
Contact: Telephone: Email:
1 Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachflLgov
Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers
that have elected not to submit a response to the ITB are requested to complete and return the"Notice to Prospective
Bidders"questionnaire with the reason(s)for not submitting a proposal.
'ncerely,
I.
Alex D is
Proc ent Director
13 ADDENDUM NO.3
INVITATION TO BID NO 2020-125-AY
Continuing services for construction of seawalls T
l
DocuSign Envelope ID: 7101048A-AB51-41371-815G-E4818DB42DA8
M I A M I B E AC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3,6 Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT A:
Seawall Map
14 I ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls r
f.
DocuSign Envelope IU: (101048A-AB51-41371-8150-L41318DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3'd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT B.
CMB Standard Seawall Details
15 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
0 Continuing services for construction of seawalls r
DocuSign Envelope IL): /101048A-AB51-4B71-8150-h4818L)B42UA8
M I AM I B EAC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT C:
Standard Detail 18-20 Manatee Grait
16
I
ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: (101048A-A851-41371-815C-E4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,r Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT D:
Standard Detail 12-16 pipe penetration for sheet piles
17 ( ADDENDUM NO.3
INVITATION TO BID NO 2020-125-AY
Continuing services for construction of seawalls
DocuSign Lnvelope ID: 1101048A-AB51-4871-815C-L4818DB42DA8
M I AMI B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach, Florida 33139
www.miamibeachil.gov
EXHIBIT E:
Revised Bid Price Form
FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND
EXECUTED: 1) BID PRICE FORM (EITHER INCLUDED IN THE
ORIGINAL ITB OR RELEASED VIA AN ADDENDUM) SHALL RESULT
IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING
FURTHER CONSIDERED.
18 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
I-
,
DocuSign Envelope ID: 7101048A-AB51-4871-8150-L4818DB42DA8
M I /\/\,/\ f BEi\C F-I
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
REVISED Bid Price Form
FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR
BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER
SHALL RECEIVE NO FURTHER CONSIDERATION.
Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this
bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization,
overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or
indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole
discretion and based on funding availability. The city will not accept any revision to the total base bid sum,
divisions, line item totals, or add alternates, after the deadline for receipt of bids.
In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder
agrees that the total base bid shall govern. In the event of a discrepancy between the numerical total base
bid and the written total base bid, the written total base bid shall govern. In absence of totals submitted for
any division cost, the City shall interpret as no bid for the division, which may disqualify bidder.
The allowance items that have been delineated below shall be used only upon the City's discretion, as
needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is
used, the Bidder understands that the balance of the cost shall be returned to the Cit .
Total
Item Description Quantity U I M Unit Cost (Quantity X
Unit Cost)
Mobilization and Demobilization 0'-70' $ $
1 Max Length. 1 LS
Mobilization and Demobilization 71'- $ $
2 250' Max Length. 1 LS
Mobilization and Demobilization $ $
3 Greater than 250' Length. 1 is
Furnish and Install Concrete Seawall $ $
Panel 10' Max Depth Section 0'-70' 70
4 Max Length 700 _ LF
Furnish and Install Concrete Seawall $ $
Panel 10' Max Depth Section 71'-250' 150
Lp
5 Max Length 2500 , sr
Furnish and Install Concrete Seawall $ $
Panel 10' Max Depth Section Greater 300
6 than 250' Length 3000 SF
Furnish and Install Concrete Seawall $ $
Panel 14' Max Depth Section 0'-70' 70
7 Max Length 700 s
Furnish and Install Concrete Seawall $ $
Panel 14' Max Depth Section 71'-250' 250
8 Max Length 2500 6r
SF
Furnish and Install Concrete Seawall $ $
Panel 14' Max Depth Section Greater 300
LF
9 than 250' Length 3000
g SF
19 I ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID: 1101048A-A1351-4t371-8150-E4818DB42DA8
MIAMI B EAC I-i PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachtl.gov
Total
Item Description Quantity U / M Unit Cost (Quantity X Unit Cost)
Furnish and Install Steel Sheet Pile $ $
(NZ 14 or AZ 14-770)0'-70' Max 70
10 Length 2450 LF
Furnish and Install Steel Sheet Pile $ $
(NZ 14 or AZ 14-770) 71-250' Max 250
11 Length -- 8750 s
Furnish and Install Steel Sheet Pile
(NZ 14 or AZ 14-770) Greater than 300
12 250' Length 10500 SF
Furnish and Install 12" x 12" King Pile $ $
for Concrete Seawall 10' Max Depth 8
EA
13 Section 0'-70' Max Length 280 IS
Furnish and Install 12"x 12"King Pile $ $
for Concrete Seawall 10' Max Depth 26
EA
14 Section 71-250' Max Length 910 LF
Furnish and Install 12" x 12" King Pile $ $
for Concrete Seawall 10' Max Depth 34-
EA
15 Section Greater than 250' Length 1050 LF
Furnish and Install 12" x 12" Batter $ $
Pile for Concrete Seawall 10' Max 8
EA
16 Depth Section 0'-70' Max Length _ — 200 LF -
Furnish and Install 12"x 12" Batter $ $
Pile for Concrete Seawall 10' Max 20
EA
17 _{ Depth Section 71'-250' Max Length 650 LF
Furnish and Install 12" x 12" Batter $ $
Pile for Concrete Seawall 10' Max
Depth Section Greater than 250' 31-
EA
18 Length 750 LF
Furnish and Install 14"x 14°King Pile $ $
for Concrete Seawall 14' Max Depth 8
EA
19 Section 0'-70' Max Length 200 LF
Furnish and Install 14"x 14"King Pile $ $
for Concrete Seawall 14' Max Depth 20
EA
20 Section 71'-250' Max Length 650 LF
Furnish and Install 14' x 14" King Pile $ $
for Concrete Seawall 14' Max Depth 31-
EA
21 Section Greater than 250' Length 750 LF
Furnish and Install 14"x 14" Batter $ $
Pile for Concrete Seawall 14' Max 8
EA
22 Depth Section 0'-70' Max Length 200 _ LF
20 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls ..,7—__
---
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3id Floor
Miami Beach, Florida 33139
www.miamibeachfl.gov
Total
Item Description Quantity U / M Unit Cost (Quanli _X_Unit_Cost
Furnish and Install 14"x 14"Batter $ $
Pile for Concrete Seawall 14' Max 26 €A
2.3 Depth Section 71-250' Max Length 650 LF
Furnish and Install 14" x 14"Batter $ 1 $
Pile for Concrete Seawall 14' Max
Depth Section Greater than 250' 34 EA
24 Length 750 LF___
Furnish and Install 14" x 14" Batter $ $
Pile for Steel Sheet Pile(NZ 14 or AZ g EA
25 - 14-770)0'-70' Max Length 280 LF _ 1
Furnish and Install 14"x 14" Batter $ $
Pile for Steel Sheet Pile(NZ 14 or AZ 26 EA
26 14-770) 71'-250' Max Length 910 LF
Furnish and Install 14" x 14" Batter $ $
Pile for Steel Sheet Pile(NZ 14 or AZ 34 €A
27 14-770) Greater than 250' Length 1050 LF
. •• • .•. • . - $ $
Pile for Steel Sheet Pile(NZ 11 or AZ
14 770)0' 70' Max Length
Furnish and Install 18" x 18" Batter
Pile for Steel Sheet Pile(NZ 14 or AZ 8 EA
28 14-770) 0'-70' Max Length 280 LF
$ $
Pile for Steel Sheet Pile(NZ 14 or AZ
11 770)71' 250'Max Length
Furnish and Install 18" x 18" Batter
Pile for Steel Sheet Pile(NZ 14 or AZ 26 EA
2.9 14-770)71'-250' Max Length 910 LF
$ $
Pile for Steel Sheet Pile-(NZ-14-or-AZ
44-77 e - •. - •.• .!' - e h
Furnish and Install 18" x 18" Batter
Pile for Steel Sheet Pile(NZ 14 or AZ 30 €a
30 14-770) Greater than 250' Length 1050 LF
Furnish and Install Concrete Seawall $ $
Cap for 10' Max Depth Section 0'-70'
31 Max Length 70 LF
Furnish and Install Concrete Seawall $ $
Cap for 10' Max Depth Section 71'-
32 250'Max Length 250 LF
Furnish and Install Concrete Seawall $ $
Cap for 10' Max Depth Section
33 Greater than 250' Length 300 LF
I21 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
4
DocuSign Envelope ID:7101048A-AB51-4871-8150-E4818DB42DA8
M I ANI I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
tion Quantit U / M Unit Cost Total
Item Description (Quantity X Unit Cost)
Furnish and Install Concrete Seawall $ $
Cap for 14' Max Depth Section 0'-70'
34 _ Max Length 70 LF
Furnish and Install Concrete Seawall $ $
Cap for 14' Max Depth Section 71'-
35 250' Max Length 250 LF
Furnish and Install Concrete Seawall $ $
Cap for 14' Max Depth Section
36 Greater than 250' Length 300 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/14' x 14"
37 Batter Piles 0'-70'Max Length 70 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/14"x 14"
38 Batter Piles 71'-250' Max Length 250 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/ 14' x 14"
39 Batter Piles Greater than 250' Length 300 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/ 16"x 16"
40 Batter Piles 0-70' Max Length 70 LF _
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/ 16"x 16"
41 Batter Piles 71'-250' Max Length 250 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/ 16"x 16"
42 Batter Piles Greater than 250' Length 300 LF
Furnish and Install Concrete Seawall 2 $ $
43 Outfall Pipe Penetration EA
Furnish and Install Steel Sheet Pile 2 $ $
44 Seawall Outfall Pipe Penetration EA
44A Concrete Panel Knockout Area 1200 SF _
Furnish and Install#57 Stone 0'-70' 20 $ $
45 Max Length TONS
Furnish and Install#57 Stone 71'-250' 75 $ $
46 Max Length TONS
Furnish and Install#57 Stone for 90 $ $
47 Greater than 250' Length TONS
Furnish and Install Rubble Rip Rap 0'- 20 $ $
48 70' Max Length - TONS _
Furnish and Install Rubble Rip Rap 75 $ $
49 71'-250' Max Length TONS
,,
21 ADDENDUM NO.3 H.
INVITATION TO BIDsNO.construction
oAY
of
Continuing services for construction of seawalls
DocuSign Envelope ID: 1101048A-A851-4871-815C-L4818DB42DA8
M I AMI B EAC Fl PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachf.gov
Total
Item Description Quantity U / M Unit Cost (Quantity X Unit Cost)
Furnish and Install Rubble Rip Rap 90 $ $
50 Greater than 250' Length TONS
Furnish and Install Aluminum Pipe $ $
51 Guardrail 0'-70' Max Length 70 IF
Furnish and Install Aluminum Pipe $ $
52 Guardrail 71'-250' Max Length 250 LF
Furnish and Install Aluminum Pipe $ $
Guardrail for Greater than 250' Max
53 , Length 300 IF
Removal of Existing Seawall Cap 0'- $ $
54 70' Max Length 70 LF _
Removal of Existing Seawall Cap 71'- $ $
55 250' Max Length 250 LF
Removal of Existing Seawall Cap for $ $
56 Greater than 250' Length 300 LF
Removal of Existing Seawall Footing $ $
57 0'-70'Max Length 70 LF _
Removal of Existing Seawall Footing $ $
58 71'-250' Max Length 250 LF
Removal of Existing Seawall Footing $ $
59 for Greater than 250' Length 300 LF _ _ ,
Excavation and removal of soil $ $
landside if necessary 0'-70' Max
60 Length 100 cY
Excavation and removal of soil $ $
landside if necessary 71'-250' Max 350
61 Length cY
Excavation and removal of soil $ $
landside if necessary for Greater than 430
62 250' Length - cY
-
Backfill Material(clean sand) 0'-70' $ $
63 Max Length 100 cY
Backfill Material (clean sand)71'-250' 350 $ $
64 - Max Length cY
Backfill Material (clean sand)for 430 $ $
65 Greater than 250' Length cY
Restoration of disturbed area 0'-70 115 $ $
66 Max Length sY
Restoration of disturbed area 71-250' 415 $ $
67 Max Length sY
23 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
t
~
OocuSign Envelope ID:7101048A-AB51-4B71-8150-E4818DB42DA8
MIAMI B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Item Description QuantityU / M Unit Cost Total
p (Quantity X Unit Cost)
Restoration of disturbed area Greater 500 $ $
68 than 250' Length sr
As-Built/Record Drawings/logs 0'-70 $ $
69 Max Length 1 LS
As-Built/Record Drawings/logs 71'- $ $
70 250' Max Length 1 LS
As-Built/Record Drawings/logs 4$ $
71 _ Greater than 250' Length 1 is
Silt fence and Turbidity barrier 0'-70 $ $
72 Max Length -- - 140 LF
-
Silt fence and Turbidity barrier 71'-250' $ $
73 Max Length 500 LF -
Silt fence and Turbidity barrier Greater $ $
74 than 250' Length 600 LF
ALLOWANCE FOR COMPLIANCE
WITH TRENCH SAFETY ACT* (PER
75 PROJECT AS APPLICABLE) 10 EA $25.00 $250.00
1See Section 0100, Sub-section 12.
Bidder's Affirmation
The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein; that
no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is
made without connection or arrangement with any other person; and that this Bid is in every respect fair
and made in good faith, without collusion or fraud. The Bidder agrees, if its Bid is accepted, to execute an
appropriate City of Miami Beach document for the purpose of establishing a formal contractual relationship
between the Bidder and the City of Miami Beach, Florida, for the performance of all requirements to which
the Bid pertains.
Bidder:
Authorized Agent Name:
Authorized Agent Title:
Authorized Agent Signature:
24 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls --- — -
DocuSign Envelope ID: 1101048A-AB51-4871-8150-E4818D842DA8
M I AM I B EAC I-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT F:
Basis of Payment for Bid Form Line Items
25 1 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
BASIS OF PAYMENT
Bid Items 1 For performing all preparatory work, mobilization and demobilization. Item includes, but not be
though 3 limited to; Maintenance of Traffic(MOT) preparation, submission, and approval of all shop
drawings; for the establishment of temporary offices and buildings (if required); cost to spud
barges overnight when required and if allowed by permitting agencies, the costs of bonds,
required insurance and other preconstruction expenses and excluding the cost of materials that
are paid under other bid item(s). To be paid for as a lump sum. Mobilization item will be paid
as follows: Initial payment 50% of the initial bid item, Final payment after demobilization 25%
of the initial bid item and remaining 25%prorated eq all�f in each progress payment. _
Bid Items 4 For furnishing and installing concrete seawall panels 10ft Max Depth. Minimum compressive
through 6 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi
minimum yield. Price shall include, but not be limited to all labor, materials and equipment
necessary for the complete installation of a functional concrete seawall panels. To be paid for
based on actual square feet installed and only when the portion of the panel has been set to
the correct elevation as depicted on the standard drawings. No additional compensation will be
made for any Superfluous material used beyond the top elevation as depicted on the standard
drawings.
Bid Items 7 For furnishing and installing concrete seawall panels 14ft Max Depth. Minimum compressive
through 9 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi
minimum yield. Price shall include, but not be limited to all labor, materials and equipment
necessary for the complete installation of a functional concrete seawall panels. To be paid for
based on actual square feet installed and only when the portion of the panel has been set to
the correct top elevation as depicted on the standard drawings. No additional compensation
will be made for any Superfluous material used beyond the top elevation as depicted on the
standard drawings.
Bid Items 10 For furnishing and installing Steel Sheet Pile(NZ 14 or AZ 14-770). Price shall include, but not
through 12 be limited to all labor, materials and equipment necessary for the complete installation of a
functional steel sheet piles.To be paid for based on actual square feet installed and only when
the portion of the sheet pile has been set to the correct top elevation as depicted on the
standard drawings. No additional compensation will be made for any Superfluous material used
beyond the top elevation as depicted on the standard drawings.
Bid Items 13 For furnishing and installing 12"x 12" King Pile for Concrete Seawall 10' Max Depth Section.
through 15 Price shall include, but not be limited to all labor, materials and equipment necessary for the
complete installation of a 12" x 12" precast king pile with a minimum bearing capacity of 25
tons with 12" minimum penetration into firm material below silt layer. Piles shall have minimum
compressive strength of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands
with 2-1/2" minimum. To be paid for based on actual lineal feet installed and only when the pile
has been set to the correct top elevation as depicted on the standard drawings. No additional
compensation will be made for any Superfluous material used beyond the top elevation as
depicted on the standard drawings.
26 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY _
Continuing services for construction of seawalls 1
i-r
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
M I /\A/\ B E AC I-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue.30 Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Bid Items 16 For furnishing and installing 12"X 12"Batter Pile for Concrete Seawall. Price shall include, but
through 18 not be limited to all labor, materials and equipment necessary for the complete installation of a
12" x 12" precast batter pile with a minimum bearing capacity of 25 tons with 12" minimum
penetration into firm material below sift layer. Piles shall have minimum compressive strength
of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2" minimum. To
be paid for based on actual lineal feet installed and only when the pile has been set to the
correct top elevation as depicted on the standard drawings. No additional compensation will be
made for any Superfluous material used beyond the top elevation as depicted on the standard
drawings.
.
Bid Items 19 For furnishing and installing 14"X 14" King Pile for Concrete Seawall. Price shall include, but
through 21 not be limited to all labor, materials and equipment necessary for the complete installation of a
14" x 14" precast king pile with a minimum bearing capacity of 25 tons with 12" minimum
penetration into firm material below silt layer. Piles shall have minimum compressive strength
of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2"minimum. To
be paid for based on actual lineal feet installed and only when the pile has been set to the
correct top elevation as depicted on the standard drawings.No additional compensation will be
made for any Superfluous material used beyond the top elevation as depicted on the standard
drawings.
Bid Items 22 For furnishing and installing 14"X 14" Batter Pile for Concrete Seawall. Price shall include, but
through 24 not be limited to all labor, materials and equipment necessary for the complete installation of a
14" x 14" precast batter pile with a minimum bearing capacity of 25 tons with 12" minimum
penetration into firm material below silt layer. Piles shall have minimum compressive strength
of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-Lax Strands with 2-1/2" minimum. To
be paid for based on actual lineal feet installed and only when the pile has been set to the
correct top elevation as depicted on the standard drawings. No additional compensation will be
made for any Superfluous material used beyond the top elevation as depicted on the standard
_ drawings.
Bid Items 25 For furnishing and installing 14" X 14" Batter Pile for Steel Sheet Pile (NZ 14 or AZ 14-770).
through 27 Price shall include, but not be limited to all labor, materials and equipment necessary for the
complete installation of a 14" x 14" precast batter pile with a minimum bearing capacity of 25
tons with 12" minimum penetration into firm material below silt layer. Piles shall have minimum
compressive strength of 5000 psi and (4) 1/2" Dia. 270 K,S.I ASTM A 416 Low-Lax Strands
with 2-1/2"minimum.To be paid for based on actual lineal feet installed and only when the pile
has been set to the correct top elevation as depicted on the standard drawings. No additional
compensation will be made for any Superfluous material used beyond the top elevation as
depicted on the standard drawings.
Bid Items 28 For furnishing and installing an additional 18" x 18" Batter Pile for Steel Sheet Pile (NZ 14 or
through 30 AZ 14-770). Price shall include, but not be limited to all labor, materials and equipment
necessary for the complete installation of a 16"x 16"precast batter pile with a minimum bearing
capacity of 25 tons with 12" minimum penetration into firm material below silt layer. Piles shall
have minimum compressive strength of 5000 psi and (4) 1/2" Dia. 270 K.S.I ASTM A 416 Low-
Lax Strands with 2-1/2" minimum. To be paid for based on actual lineal feet installed and only
when the pile has been set to the correct top elevation as depicted on the standard drawings.
No additional compensation will be made for any Superfluous material used beyond the top
elevation as depicted on the standard drawing.
27 ( ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls -
/ -
DocuSign Envelope ID: 1101048A-AB51-4871-815Gh4818DB42DA8
M I AM I BE1ó2F-I
PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3,,'Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Bid Items 31 For furnishing and installing concrete seawall cap 10ft Max Depth. Minimum compressive
through 33 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi
minimum yield. Price shall include, but not be limited to all labor, materials and equipment
necessary for the complete installation of a functional concrete seawall cap. To be paid for
based on actual length installed measured horizontally. _
- -- ------------------------------
Bid Items 34 For furnishing and installing concrete seawall cap 14ft Max Depth. Minimum compressive
through 36 strength of the concrete at 28 days shall be 5000 psi and all reinforcement shall be 60,000 psi
minimum yield. Price shall include, but not be limited to all labor, materials and equipment
necessary for the complete installation of a functional concrete seawall cap. To be paid for
based on actual length installed measured horizontally.
Bid Items 37 For furnishing and installing Steel Sheet Pile seawall cap (37 Inches cap width) (NZ 14 or AZ
through 39 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary
for the complete installation of a functional steel sheet pile seawall cap. To be paid for based
on actual length installed measured horizontally,
Bid Items 40 For furnishing and installing Steel Sheet Pile seawall cap (39 Inches cap width) (NZ 14 or AZ
through 42 14-770). Price shall include, but not be limited to all labor, materials and equipment necessary
for the complete installation of a functional steel sheet pile seawall cap. To be paid for based
on actual length installed measured horizontally.
Bid Item 43 For furnishing and installing a concrete seawall outfall pipe penetration. Price shall include, but
not be limited to all labor, materials and equipment necessary for the complete installation of a
pipe penetration through a concrete seawall. In addition,the price shall include the installation
of a manatee grate as depicted on the standard drawings. To be paid for based on actual
number installed.
Bid Item 44 For furnishing and installing a steel sheet seawall outfall pipe penetration. Price shall include,
but not be limited to all labor, materials and equipment necessary for the complete installation
of a pipe penetration through a concrete seawall. To be paid for based on actual number
installed.
Bid Item 44A Knock-out area is a rectangular area within a seawall panel that will have no reinforcement..
The size of the knock-out area varies between 16 to 32 square feet for each seawall panel.
The contractor shall fill this knock-out area with bricks in the interior portion and cement mortar
in the outside area covering the bricks.The cement mortar shall be flushed with the rest of the
concrete panel. This knock out area will be removed at a later time, by others, to allow future
stormwater discharge openings. To be paid for based on the actual size of the opening in
square feet.
Bid items 45 For furnishing and installing of #57 rock. Price shall include, but not be limited to all labor,
through 47 materials and equipment necessary for a complete installation of#57 Stone. To be paid for
based on the amount in tons supplied and installed, evidenced by the supply ticket.
Bid Items 48 For furnishing and installing of Rubble Rip Rap. Price shall include, but not be limited to all
through 50 labor, materials and equipment necessary for a complete installation of Rubble Rip Rap at the
base of the new seawall on a 2:1 ratio and in accordance with permit requirement 0-70' Max
Length. To be paid for based on the actual amount in tons supplied and installed, evidenced
by the supply ticket.
28 ADDENDUM NO.3 —
INVITATION TO BID NO 2020-125-AY
Continuing services for construction of seawalls
DocuS1gn Envelope IL): 7101048A-A851-4871-815C-E4818DB420A8
MIAMI B EAC I-I PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3"d Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
Bid Items 51 For furnishing and installing of Guardrail. Price shall include, but not be limited to all labor,
through 53 materials and equipment necessary for a complete installation of Aluminum pipe Guard rail
per FDOT index 870.To be paid for based on actual length installed measured horizontally.
Bid Items 54 For removal of existing seawall cap as required. To be paid for based on actual length of
through 56 existing seawall cap removed measured horizontally.
Bid Items 57 For removal of existing seawall footing when required to allow for installation of new seawall.
through 59 To be paid for based on actual length of existing seawall cap removed measured horizontally
Bid items 60 For the excavation and removal of soil landside if necessary,during installation of new seawall.
throll ggh 62 To be paid for based on actual cubic yards of calculated volume of excavation
Bid Items 63 For furnishing and installing of Back fill material (clean sand). Price shall include, but not be
through 65 limited to all labor, materials and equipment necessary for a complete installation of back fill
landside. To be paid for based on actual cubic yards of calculated volume of excavation
Bid Items 66 The restoration item shall include embankment requried to fill the area adjacent to the seawall
through 68 for about 10' in width for and a length of the entire seawall to an elevation of 5.2 feet NAVD at
the seawall and a gradual transition from the seawall to the existing ground. This includes:
suitable embankment, 6" of top soil and bahia grass. In addition, any any other area that has
been disturbed shall be regraded to the original conditions and shall be sodded with bahia
grass. Landscaping plants, trees and irrigation shall be either negotiated with the contractor as
a change order or contingency transfer to the contract OR it shall be excluded from the
contractor to be done by others. The Contractor shall document site conditions prior to
commencement of work of work activities within the anticipated area to be disturbed.
Bid Items 69 Price shall include, but not be limited to providing certified record drawings signed and sealed
through 71 by a Surveyor Licensed in the State of Florida including pile logs, structural surveys, vibration
monitoring. Contractor shall review record drawings for correctness and accuracy prior to
submittal to the City, a written statement from the contractor shall be provided to the City
approving the records drawings, To be paid for as a Lump Sum.
Bid Items 72- Silt fence and floating turbity barriers to be paid for as in the lineal feet basis.
75
Item 75 For compliance with the Trench Safety Act.Any costs in excess of the stated allowance shall
be borne by the contractor as part of its bid unit process. To be paid for per seawall project
Notes: Unit Prices shall include all miscellaneous work for a complete project in accordance with plans,
specifications and contract documents. Contractor shall include all labor, equipment, and
materials that may be reasonably assumed necessary to accomplish this work and shall supply
said labor, equipment, and materials, whether or not they are specified herein, without special
provisions or additional payment. PAyment will be based on actual quantity installed.
-------- -
, No partial payment on stored items shall be made.
29 ADDENDUM N0 .-
INVITATION TO BI BID •
N0.2020-125-AY
Continuing services for construction of seawalls
DocuSlgn Envelope ID: 1101048A-AB51-4B71-8150-E4818DB42DA8
1'A I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
EXHIBIT G:
Revised Insurance Requirements
I30 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY v
Continuing services for construction of seawalls
DocuSign Envelope ID: 1101048A-A851-4B71-815C-E4818DB42DA8
M I AM I BEI\C1-1
PROCUREMENT DEPARTMENT
1755 Meridian Avenue, 3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
REVISED Insurance Requirements
TYPE 10 — CONSTRUCTION W/O DESIGN AND
PROFESSIONAL SERVICES
INSURANCE REQUIREMENTS
The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for
the duration of the contract. The maintenance of proper insurance coverage is a material element of the
contract and failure to maintain or renew coverage may be treated as a material breach of the contract,
which could result in withholding of payments or termination of the contract.
A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all
employees of the Contractor as required by Florida Statute Chapter 440 and Employer
Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or
disease. Should the Contractor be exempt from this Statute, the Contractor and each
employee shall hold the City harmless from any injury incurred during performance of the
Contract. The exempt contractor shall also submit (i) a written statement detailing the
number of employees and that they are not required to carry Workers' Compensation
insurance and do not anticipate hiring any additional employees during the term of this
contract or(ii) a copy of a Certificate of Exemption.
B. Commercial General Liability Insurance on an occurrence basis, including products and
completed operations, property damage, bodily injury and personal &advertising injury with
limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either
the general aggregate limit shall apply separately to this project or the general aggregate
limit shall be twice the required occurrence limit.
C. Automobile Liability Insurance covering any automobile, if Contractor has no owned
automobiles, then coverage for hired and non-owned automobiles, with limit no less than
$2,000,000 combined per accident for bodily injury and property damage.
D. Installation Floater Insurance against damage or destruction of the materials or equipment
in transit to, or stored on or off the Project Site, which is to be used (installed into a building
or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this
policy, as its interest may appear. This policy shall remain in force until acceptance of the
project by the City.)
E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The
umbrella coverage must be as broad as the primary General Liability coverage.
F. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits
no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
Additional Insured -City of Miami Beach must be included by endorsement as an additional insured with
respect to all liability policies(except Professional Liability and Workers' Compensation) arising out of work
or operations performed on behalf of the contractor including materials, parts, or equipment furnished in
31 ADDENDUM NO.3
I3.11•••••••=01.-
INVITATION TO BID NO.2020-125-AY F
Continuing services for construction of seawalls
DocuSign Envelope ID: /101048A-AB51-4B71-8156-E4818DB42DA8
M I ANI I BEACI-I
PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3td Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of
an endorsement to the contractor's insurance.
Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be
cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services.
Waiver of Subrogation — Contractor agrees to obtain any endorsement that may be necessary to affect
the waiver of subrogation on the coverages required. However, this provision applies regardless of
whether the City has received a waiver of subrogation endorsement from the insurer.
Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of
A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e.
FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance
business in the State of Florida.
Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory
endorsements, or copies of the applicable insurance language, effecting coverage required by this
contract. All certificates and endorsements are to be received and approved by the City before work
commences. However,failure to obtain the required documents prior to the work beginning shall not waive
the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies
of all required insurance policies, including endorsements, required by these specifications, at any time.
CERTIFICATE HOLDER MUST READ:
CITY OF MIAMI BEACH
c/o EXIGIS Insurance Compliance Services
P.O. Box 4668—ECM #35050
New York, NY 10163-4668
Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS,
at:
Certificates-miamibeach@riskworks.com
Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these
requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other
special circumstances.
Compliance with the foregoing requirements shall not relieve the Contractor of his liability and obligation
under this section or under any other section of this agreement.
32 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls f —
DocuSlgn Envelope ID: 71 01 048A-A851-4871-8150-E4818D842DA8
M I A M I B E AC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
ADDENDUM NO. 2
INVITATION TO BID NO. 2020-125-AY
CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS
August 14, 2020
This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other
clarifications and revisions issued by the City.The ITB is amended in the following particulars only(deletions are shown
by strikethrough and additions are underlined).
A FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED.
I. ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Monday,
August 24, 2020.
PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY
Dial-in Instructions:
•Dial the Telephone Number: 1-786-636-1480
• Enter the Conference ID No.:547 415 86#
All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely
submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically,
either through email or facsimile,submitted prior to or after the deadline for receipt of bids are not acceptable and will be
rejected. Late bids cannot be submitted, bidders are cautioned to plan sufficiently.The City will in no way be responsible
for delays caused by technical difficulty or caused by any other occurrence.
Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the
attention of the individual named below, with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov
Contact: Telephone: Email:
Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachf1.gov
Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers
that have elected not to submit a response to the ITB are requested to complete and return the"Notice to Prospective
Bidders"questionnaire with the reason(s)for not submitting a proposal.
I •-rely,
lex D:nis
Procur•ment Director
1 ADDENDUM NO.2
INVITATION TO BID NO.2020-125-AY
CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS
K4'
DocuSign Envelope ID:7101048A-AB51-4871-8150-E4818DB42DA8
M I AM I B EAC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,30 Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
ADDENDUM NO. 1
INVITATION TO BID NO. 2020-125-AY
CONTINUING SERVICES FOR THE CONSTRUCTION OF SEAWALLS
August 5, 2020
This Addendum to the above-referenced ITB is issued in response to questions from prospective proposers, or other
clarifications and revisions issued by the City. The ITB is amended in the following particulars only(deletions are shown
by strikethrough and additions are underlined).
I. REVISIONS
ITB DUE DATE AND TIME. The deadline for the electronic receipt of bids is extended until 3:00 p.m., on Monday,.
August 17, 2020.
PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY
Dial-in Instructions:
• Dial the Telephone Number: 1-786-636-1480
•Enter the Conference ID No.:547 415 86#
All bids received and time stamped through BidSync, prior to the bid submittal deadline shall be accepted as timely
submitted. Bids will be opened promptly at the time and date specified. Hard copy bids or bids received electronically,
either through email or facsimile,submitted prior to or after the deadline for receipt of bids are not acceptable and will be
rejected.Late bids cannot be submitted, bidders are cautioned to plan sufficiently.The City will in no way be responsible
for delays caused by technical difficulty or caused by any other occurrence.
FORTHCOMING ADDENDUM WILL CONTAIN RESPONSES TO QUESTIONS RECEIVED.
Any questions regarding this Addendum should be submitted in writing to the Procurement Management Department to the
attention of the individual named below,with a copy to the City Clerk's Office at RafaelGranado@miamibeachfl.gov
Contact: Telephone: Email:
Arju Yudasto 305-673-7490 ext. 26695 ArjuYudasto@miamibeachfl.gov
Proposers are reminded to acknowledge receipt of this addendum as part of your ITB submission. Potential proposers
that have elected not to submit a response to the ITB are requested to complete and return the"Notice to Prospective
Bidders"questionnaire with the reason(s)for not submitting a proposal.
S" rely,
Alex De
Procure ent Director
1 ADDENDUM NO.1
INVITATION TO BID NO 2020.125-AY
CONTINUING SERVICES FOR CONSTRUCTION OF SEAWALLS
DocuSign Envelope IL): (101048A-AB51-4871-815U-E4818DB42DA8
ITB SUMMARY
The purpose of this ITB Summary is to summarize the major terms, conditions and requirements of the ITB. Bidders shall
note that various paragraphs within these bid documents have a box ( ) which may be checked ( ll ). If the box is
checked,the language is made a part of the bid documents and compliance therewith is required of the Bidder; if the box
is not checked, the language is not made a part of the bid documents. It is the Bidder's responsibility to become familiar
with all terms, conditions and requirements of the ITB, whether or not included in the ITB Summary. Further, it is the
Bidder's responsibility to make note of and account for any revisions to any portion of the ITB Summary that may result
from an addendum to the ITB.
ITB Information&General Requirements
ITB No.: CONTINUING SERVICES(AS NEEDED)FOR THE CONSTRUCTION OF SEAWALLS
CITYWIDE
ITB Title: 2020-125-AY
Date of Issuance: July 10, 2020
Contract Term: Three(3) years from date of contract execution by the Mayor and City Clerk. The City of
Miami Beach has the option to renew the contract at the sole discretion of the City Manager
for an additional two(2),one(1) year periods,on a year-to-year basis.
Renewal of the contract is a City of Miami Beach prerogative, not a right of the Contractor.
Such option will be exercised, if at all,only when it is in the best interest of the City of Miami
Beach.
Project Description& The purpose of this ITB is to establish a continuing services contract for the construction of
Scope of Work: seawalls, Citywide, on an as needed basis as determined by the City,as set forth herein and
including Appendix C, Plans&Specifications(Seawall Details and Notes).
It is the City's intent to award this contract as a push button contract. Push button contracts
provide the means of quickly responding to critical needs via a competitively solicited
indefinite quantity contract.When items are needed,the requesting department will select the
awarded vendor that has the best pricing and availability for the sum of the items needed for
the particular need identified, on a case by case basis. The City will endeavor to utilize
vendors in order of cost for the particular need identified. However, the City may utilize other
vendors in the event that: 1) a contract vendor is not or is unable to be in compliance with
any contract or delivery requirement;2)it is in the best interest of the City to do so regardless
of reason.
Specifications are further detailed in Appendix C.
Project Location: Various Locations
$1,500,000.00 is budgeted; However, additional funds may become available subject to the
Estimated Budget: funds availability approved through the City's budgeting process
Procurement Contact:
Name:Arju Yudasto
Telephone: 305-673-7490 ext. 26695
Email: ariuyudasto(a�miamibeachfl.gov
DocuSign Envelope IU: (101048A-AB51-48(1-8150-E4818DB42DA8
Cone of Silence: Bidders are hereby advised that, pursuant to Section 2-486 of the City Code,this solicitation
is under the Cone of Silence law. Communications regarding this solicitation are to be
submitted in writing to the Procurement Contact named herein with a copy to the City Clerk
at rafaelgranado@miamibeachfl.gov.
Reference:Section 0400, Solicitation Terms and Conditions
Important Dates
Due Date&Time for Bid The deadline for submittal of bids is 3:00 PM,on August 10,2020
Submittal:
Bidders are cautioned that late bids can not be submitted. Bidders are fully responsible for
Due date may be modified by assuring that bids are received by the deadline.
addendum to the ITB.itis important
that bidder download all addenda.
PUBLIC BID OPENING WILL BE VIA CONFERENCE ONLY
Dial-in Instructions:
•Dial the Telephone Number: +1 786-636-1480
•Enter the Conference ID No.: 547 415 86#
Pre-Bid Conference: CONFERENCE CALL ONLY
Date: July 21,2020
® Pre-Bid Conference will Time: 10:00 AM
be held.
Location: Dial-in Instructions:
❑ Pre-Bid Conference is • Dial the Telephone Number: +1 786-636-1480
Mandatory. •Enter the Conference ID No.:485 124 362#
❑ A Pre-Bid Conference Reference: Section 0100, Sub-section 6, Pre-Bid Interpretations.
will not be held.
Site Visit: Date:
Time:
❑ Site Visit will be held. Location:
❑ Site Visit is Mandatory.
zi Site Visit will not be
held.
Last Day for Receipt of July 24,2020 by 5:00 PM ET
Questions:
Questions will be allowed up to 10 days before the initial deadline for submittal of Bids.
Questions must be directed to arluyudasto aMmiamibeachfl.gov, with a copy to the City Clerk
rafaelgranadoRmiamibeachfLgov.
Reference: Section 0100, Sub-section 6, Pre-Bid Interpretations.
Project Specific Information &Requirements
Minimum Requirements: Bids from bidders that do not meet the following Minimum Requirements shall be deemed
non-responsive and shall not be considered.
® Shall apply.
1 Licensing Requirements. Bidder shall be licensed by the State of Florida or Miami
❑ Shall not apply. Dade County, as applicable, to perform the work,to be considered for award.
!tom'
DocuSign Envelope ID:7101048A-AB51-4871-815GL4818DB42DA8
The qualified bidder shall hold all required licenses at the time of the bid and
throughout the term of the project in order to provide the scope of work as set forth
in the bid documents.
Submittal Requirement: Bidder shall submit the license or provide the license number with its
bid or within three (3)days of request.
2. Previous Experience of Bidder (Firm). Bidders must have three (3) projects,
successfully completed or near completion, of similar scope within the last five (5)
years. Similar scope shall be defined as seawall construction projects with a
minimum length of 50 feet measured horizontally and that include one or more of
the following:
• Seawalls that include concrete piles
• Seawalls that include sheet piles
• Seawalls that included Concrete Panels
Submittal Requirement: For each project, submit: 1) Owner Name, 2) Contact
Name,Telephone&Email,3) Project Address,4)Narrative on Scope of Services
Provided, 5) Contract amount and completion date, 6) length of seawall
construction, and 7) detail whether sewall construction included concrete piles,
sheet piles, or concrete panels.
3. Bidder's Protect Manager and/or Superintendent. Project Manager/Superintendent
must have three(3) projects, successfully completed or near completion, of similar
scope and budget within the last five (5) years. Similar scope shall be defined as
seawall construction projects with a minimum length of 50 feet measured
horizontally and that include one or more of the following:
• Seawalls that include concrete piles
• Seawalls that include sheet piles
• Seawalls that included Concrete Panels
Submittal Requirement: For each project, submit: 1) Owner Name, 2) Contact
Name, Telephone&Email,3) Project Address,4)Narrative on Scope of Services
Provided, 5) Contract amount and completion date, 6) length of seawall
construction, and 7) detail whether seawall construction included concrete piles,
sheet piles,or concrete panels.
Reference:Section 0200.
Bid Bond Requirements: If the requirement applies, Bidder shall submit,WITH ITS BID, an original bid bond,certified
check,or cashier's check,in the amount of 5%of the budget amount,payable to City of Miami
❑Shall apply. Beach, Florida.
►�/ Shall not apply, Failure to include the bid bond WITH THE BID shall result in the bid being deemed non-
responsive and not bein• considered.
Reference: Section 0100, Sub-section 8, Bid Bond.
Davis-Bacon Wage Rates: If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and
mechanics employed under the contract no less than the prevailing wage rate and fringe
❑ Shall apply. benefit payments to be used in implementation of this article shall be those last published by
DocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
Shall not apply. the United States Department of Labor in the Federal Register prior to the date of issuance
of the ITB.
Insurance: The Contractor shall maintain the below required insurance in effect prior to awarding the
contract and for the duration of the contract. The maintenance of proper insurance coverage
® Shall apply. is a material element of the contract and failure to maintain or renew coverage may be treated
as a material breach of the contract, which could result in withholding of payments or
❑Shall not apply, termination of the contract.
A. Workers'Compensation insurance for all employees of the Contractor as
required by Florida Statute Chapter 440 and Employer Liability Insurance with a limit of no
less than $1,000,000 per accident for bodily injury or disease. Should the Contractor be
exempt from this Statute, the Contractor and each employee shall hold the City harmless
from any injury incurred during performance of the Contract.The exempt contractor shall also
submit (i) a written statement detailing the number of employees and that they are not
required to carry Workers' Compensation insurance and do not anticipate hiring any
additional employees during the term of this contract or (ii) a copy of a Certificate of
Exemption.
B. Commercial General Liability Insurance on an occurrence basis,including
products and completed operations, property damage, bodily injury and personal &
advertising injury with limits no less than$1,000,000 per occurrence. If a general aggregate
limit applies, either the general aggregate limit shall apply separately to this project or the
general aggregate limit shall be twice the required occurrence limit.
C, Automobile Liability Insurance covering any automobile, if Contractor has
no owned automobiles, then coverage for hired and non-owned automobiles, with limit no
less than$2,000,000 combined per accident for bodily injury and property damage.
D. Installation Floater Insurance against damage or destruction of the
materials or equipment in transit to, or stored on or off the Project Site, which is to be used
(installed into a building or structure) in the Project. (City of Miami Beach shall Named as a
Loss Payee on this policy, as its interest may appear. This policy shall remain in force until
acceptance of the project by the City.)
E. Umbrella Liability Insurance in an amount no less than $2,000,000 per
occurrence, The umbrella coverage must be as broad as the primary General Liability
coverage.
F. Contractors' Pollution Legal Liability (if project involves environmental
hazards),with limits no less than$1,000.000 per occurrence or claim,and$2,000,000 policy
aggregate.
Additional Insured - City of Miami Beach must be included by endorsement as an additional
insured with respect to all liability policies (except Professional Liability and Workers'
Compensation) arising out of work or operations performed on behalf of the contractor
including materials, parts,or equipment furnished in connection with such work or operations
and automobiles owned, leased, hired or borrowed in the form of an endorsement to the
contractor's insurance.
DocuSign Envelope ID: 1101048A-AB51-41311-8150-E4818DB42DA8
Notice of Cancellation - Each insurance policy required above shall provide that coverage
shall not be cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance
Compliance Services.
Waiver of Subrogation-Contractor agrees to obtain any endorsement that may be necessary
to affect the waiver of subrogation on the coverages required. However,this provision applies
regardless of whether the City has received a waiver of subrogation endorsement from the
insurer.
Acceptability of Insurers- Insurance must be placed with insurers with a current A.M. Best
rating of A:VII or higher. If not rated, exceptions may be made for members of the Florida
Insurance Funds(i.e.FWCIGA,FAJUA). Carriers may also be considered if they are licensed
and authorized to do insurance business in the State of Florida.
Verification of Coverage - Contractor shall furnish the City with original certificates and
amendatory endorsements, or copies of the applicable insurance language, effecting
coverage required by this contract. All certificates and endorsements are to be received and
approved by the City before work commences. However, failure to obtain the required
documents prior to the work beginning shall not waive the Contractor's obligation to provide
them. The City reserves the right to require complete. certified copies of all required
insurance policies, including endorsements, required by these specifications, at any time.
CERTIFICATE HOLDER MUST READ:
CITY OF MIAMI BEACH
c/o EXIGIS Insurance Compliance Services
P.O. Box 4668-ECM#35050
New York, NY 10163-4668
Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing
agent, EXIGIS,at:
Certificates-miamibeach@riskworks.com
Special Risks or Circumstances-The City of Miami Beach reserves the right to modify these
requirements, including limits, based on the nature of the risk, prior experience, insurer,
coverage,or other special circumstances.
Compliance with the foregoing requirements shall not relieve the Contractor of his liability and
obligation under this section or under any other section of this agreement
DocuSign Envelope ID: 7101048A-AB51-41371-815C-L4818DB42DA8
Roadmap for Push Button When Work is identified by a City representative, the Contractor who provides all services
Contract Selection needed and is the lowest for the project based on prices submitted in Appendix A, Cost
Proposal Form, will be selected to complete the Work. Example:
ABC Company XYZ Company
Total Total
Item Description Quantity U 1 M Unit Cost 0.ant'y_n Unit_ Unit Cost teu,nury_%Uni
m!{ t Coen
I wash and Instal Concrete Seam/Cap for 10 Max
31 Depth Sector)0'70 Max 1 ength 70 tt $ 1,000.00 $ 70 000.00 $ 900 00 $ 63,00600
Fum sh and Instal Concrete Seswul Cap for 10'Max 250 LF $ 900 00 $ 225.000.00 $ 1,000 00 $250,000 00
Depth Sectvo 70'250'Max length
Fumeh and Instal Concrete Seawal Cap for 10'Max
33 Depth Se;tion Greater than 250 Length 300 LF $ 1,000 00 $ 300,00000 $ 600.00 $240,000.00
TOTAL $2,900.00 $ 2,700.00
According to the chart above, if one (1) quantity for each item number 31, 32, and 33 is
needed, then the Contractor who would receive the project based on lowest cost is XYZ
Company.
Contract Price: As indicated, contract pricing shall be based on lump sum or unit pricing in accordance with
Section 0400,Terms and Conditions of the Contract.
❑ Lump sum pricing shall
apply.
®Unit pricing shall apply.
Price Adjustment: Prior to completion of each exercised contract term,the City may consider an adjustment to
price based on Consumer Price Index increase. Change shall not be more than the
percentage increase or decrease in the Consumer Price Index CPI-U (all urban areas)
computed 60 days prior to the anniversary date of the contract, or not to exceed 3%,
whichever is less.
It is the vendor's responsibility to request any pricing adjustment under this provision. For any
adjustment to commence on the first day of any exercised option period,the vendor's request
for adjustment should be submitted 60 days prior to expiration of the then current contract
term.
The vendor adjustment request must clearly substantiate the requested increase. If no
adjustment request is received from the vendor, the City will assume that the vendor has
agreed that the optional term may be exercised without pricing adjustment. Any adjustment
request received after the commencement of a new option period may not be considered
Ancillary Work: Ancillary work shall mean work that is supplemental to and necessary for the completion
of the work contemplated under a contract, but for which rates or costs have not been
established in the contract(i e.. non-bid items or services).
The City Manager,or designee, may approve ancillary work up to an amount equal to or
less than the amount established for formal bids,cumulative over the period for
performance of the project or term of contract,as applicable.Ancillary work exceeding
the amount established for formal bids shall be approved by the city commission.
Docusign Envelope ID: (101048A-AE351-4871-8150-(=4818DB42DA8
Contract Completion Time& To be determined at time of Service Order.
Schedule:
Reference: Section 0400,Terms and Conditions of the Contract.
Liquidated Damages: To be determined at time of Service Order.
® Shall apply.
Reference: Section 0400, Terms and Conditions of the Contract.
❑Shall not apply.
Local Workforce To be determined at time of Service Order.
Participation:
If the requirement applies, the Bidder agrees it, and its sub-contractors, shall make its best
❑Shall apply. reasonable efforts to promote employment opportunities for Miami-Dade County residents by
seeking to achieve a project goal of having thirty percent(30%)of all construction labor hours
❑Shall not apply, performed by Miami-Dade County residents. The contractor shall also make its best
reasonable efforts to promote employment opportunities for Miami Beach residents.
Minimum%of Self-Work Minimum%of the Work Contractor self-perform with its own forces:_80%
Requirement:
See Section 0400, Terms and Conditions of the Contract.
® Shall apply.
❑ Shall not apply.
Performance&Payment To be determined at time of Service Order.
Bond Requirements:
❑Shall apply. See Section 0400, Terms and Conditions of the Contract.
❑ Shall not apply.
Prevailing Wage Rates. To be determined at time of Service Order.
❑Shall apply. If the requirement applies, Bidder agrees it, and its sub-contractors, shall pay laborers and
mechanics employed under the contract no less than the prevailing wage rate and fringe
❑Shall not apply. benefit payments to be used in implementation of this article shall be those last published by
the United States Department of Labor in the Federal Register prior to the date of issuance
of the ITB
Required Licenses/Permits: LICENSES: If the Contractor is a Florida Commercial Builders License (CBC) OR a Florida
General Contractor License(CGC), Specialty—Marine the following will be required:
® Shall apply, 1. Copy of Florida Commercial Builders License (CBC) OR a Florida General
Contractor License(CGC), Specialty—Marine.
❑ Shall not apply. 2 Place of Business Occupational License
PERMITS:The CONTRACTOR shall obtain and pay for any permits that may be required for
execution of the work, including but not limited to:
DocuSign Envelope ID: (101048A-At351-48/1-8150-L4818DB42DA8
1. City of Miami Beach Building and Zoning
a. Dewatering permit if required
b. Right of way permit if required
2, Miami Dade County dewatering permit when required
3. Building department permit for seawalls when they are located outside City' ROW.
4. Florida Department of Environmental Protection (FDEP), if required.
5. Miami-Dade Department of Environmental Resources Management(DERM), if
required.
6. Florida Power and Light(FPL), if required.
7. Miami-Dade Water and Sewer(WASD), if required.
The City will reimburse the contractor 100%of the cost of the permits only. No administrative
fee is allowed to be assessed to the cost of the permits.
Trench Safety Act Reference:Section 0100, Sub-section 12, Florida Trench Safety Act.
Requirements
Shall apply.
❑Shall not apply.
Consultant: BCC Engineering
Departmental Contract Giancarlo Pena
Manager:
Submittal Requirements
Submittal Location. Bids will be submitted ELECTRONICALLY ONLYthrough www.bidsync.com.
Submittal Format& Bids are to be submitted ELECTRONICALLY ONLY,contain all information, and organized
Requirements: in accordance with Section 0300, including:
TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS
Submit evidence, as specifically requested in the ITB Summary, of
compliance with each minimum requirement(s)of this ITB. Bidders that do
not comply,or for whom the City cannot verify compliance,shall be deemed
non-responsive and its bid shall not be considered.
TAB 2: BID PRICE FORM
The following documents shall be submitted with the by the deadline for
submittal of bids:
1. Bid Price Form. APPENDIX A, Form Al .
FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND
EXECUTED: BID PRICE FORM (EITHER INCLUDED IN THE ORIGINAL
ITB OR RELEASED VIA AN ADDENDUM) SHALL RESULT IN BID
BEING DEEMED NOT RESPONSIVE AND NOT BEING FURTHER
CONSIDERED.
DocuSign Envelope IL): 7101048A-AB51-4871-8150-E4818DB42DA8
TABLE OF CONTENTS
SOLICITATION SECTIONS
0100 INSTRUCTIONS TO BIDDERS
0200 MINIMUM QUALIFICATIONS
0300 BID SUBMITTAL FORMAT
0400 TERMS & CONDITIONS (Under separate cover)
APPENDICES:
APPENDIX A- BID PRICE FORM
APPENDIX B - CONTRACT
APPENDIX C - PLANS & SPECIFICATIONS
APPENDIX D - POST AWARD FORMS
DocuSign Envelope ID: 7101048A-A851-4871-8156-E4818DB42DA8
SECTION 0100— INSTRUCTIONS TO BIDDERS:
1. General. This Invitation to Bid (ITB) is issued by the City of Miami Beach, Florida (the "City"),
as the means for prospective Bidders to submit their qualifications, proposed scopes of work
and cost proposals (the "proposal") to the City for the City's consideration as an option in
achieving the required scope of services and requirements as noted herein. All documents
released in connection with this solicitation, including all appendixes and addenda, whether
included herein or released under separate cover, comprise the solicitation, and are
complementary to one another and together establish the complete terms, conditions and
obligations of the Bidders and, subsequently, the successful Bidder(s) (the "contractor[s]") if
this ITB results in an award.
The City utilizes BidSync (www.bidsync.com) for automatic notification of solicitation
opportunities and document fulfillment. Any prospective bidder who has received this ITB by
any means other than through BidSync is solely responsible for registering immediately with
BidSync to assure it receives any addendum issued to this iTB.Additionally, prior to submittal
of the bid, bidder shall verify that it has received and complied with all addenda issued. Failure
to receive an addendum, or comply with an addendum requirement, may result in
disqualification of bid submitted.
2. Background and Scope of Work. The Project is described more fully in the Invitation to Bid
Summary (and/or the exhibits referenced therein).
3. Abbreviations and Symbols. The abbreviations used throughout the Contract Documents
are defined hereinafter in the Technical Specifications. The symbols used in the Plans are
defined therein.
4. Examination of Contract Documents and Site. It is the responsibility of each Bidder before
submitting a Bid, to:
a. Examine the Contract Documents thoroughly.
b. Visit the site or structure to become familiar with conditions that may affect costs,
progress, performance or furnishing of the Work.
c. Take into account federal, state and local (City and Miami-Dade County) laws,
regulations, permits, and ordinances that may affect costs, progress, performance,
furnishing of the Work, or award.
d. Study and carefully correlate Bidder's observations with the Contract Documents.
e. Carefully review the Contract Documents and notify City of all conflicts, errors or
discrepancies in the Contract Documents of which Bidder knows or reasonably
should have known.
The submission of a Bid shall constitute an incontrovertible representation by Bidder that
Bidder has complied with the above requirements and that without exception, the Bid is
premised upon performing and furnishing the Work required by the Contract Documents and
that the Contract Documents are sufficient in scope and detail to indicate and convey
understanding of all terms and conditions for performance and furnishing of the Work.
5. Location of Work. This Scope of Work shall be completed at the Project Site/Location of the
Work specified in the Invitation to Bid Summary (the "Project Site").
DocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
6. Pre-Bid Interpretations. Only those questions answered by the City's Procurement
Department, via written addendum to this ITB, shall be binding as to this ITB. City's answers
to questions may supersede terms noted in this ITB, and in such event, such answers shall
govern and control this ITB. Verbal and other interpretations or clarifications of City
representatives or employees will be without legal effect. All questions about the meaning
or intent of the Contract Documents are to be directed to the City's Procurement Director in
writing. Interpretations or clarifications considered necessary by the City's Procurement
Director in response to such questions will be issued by City by means of addenda mailed or
delivered to alt parties recorded by the City's Procurement Director as having received the
Bidding Documents. Written questions should be received no less than ten (10)
calendar days prior to the date of the opening of Bids. There shall be no obligation on
the part of City or the City's Procurement Director to respond to questions received
less than ten (10) calendar days prior to bid opening.
7. Electronic Form of Bid. All bids must be made upon the blank Bid/Tender Form included
herein and must give the price in strict accordance with the instructions thereon. The bid
must be signed and acknowledged by the Bidder in accordance with Section 0300 and must
be received on or before the deadline for the submittal of bids. Late bids will not be accepted
and will not be considered. It is the Bidder's responsibility to account any possible delay.
8. Bid Bond. If the Invitation to Bid Summary specifies that a bid bond is required, Bidder shall
submit, WITH ITS BID (fully executed), either an original bid bond, in a form acceptable to
the City, executed by a surety company meeting the qualifications specified herein, in the
amount of 5% of the bid amount, payable to City of Miami Beach, Florida. In the alternative,
Bidder may submit a certified check or cashier's check issued by any national or state bank
(United States).
A PERSONAL CHECK OR A COMPANY CHECK OF A BIDDER SHALL NOT BE DEEMED
A VALID BID SECURITY.
Security of the successful Bidder shall be forfeited to the City of Miami Beach as liquidated
damages, not as a penalty, for the cost and expense incurred should said Bidder fail to
execute the Contract, provide the required Performance Bond, Payment Bond and
Certificate(s) of Insurance, within fifteen (15) calendar days after notification of the award of
the Contract, or failure to comply with any other requirements set forth herein. Bid guaranties
of the unsuccessful Bidders will be returned after award to the successful bidder.
9. Prevailing Wage Rates & Local Workforce Participation. See ITB Bid Summary to
determine if prevailing wages and local workforce participation are a requirement of this ITB.
If required, Chapter 31, Articles II and Ill, of the Code of City of Miami Beach requires that
the rate of wages and fringe benefits, or cash equivalent, for all laborers, mechanics and
apprentices employed by any contractor or subcontractor on the work covered by the
contract, shall not be less than the prevailing rate of wages and fringe benefit payments or
cash equivalence for similar skills or classifications of work, as established by the Federal
Register last published by the United States Department of Labor prior to the date of issuance
of this solicitation.Additionally, the contractor will make its best reasonable efforts to promote
employment opportunities for Miami-Dade County residents by seeking to achieve a project
goal of having thirty percent (30%) of all construction labor hours performed by Miami-Dade
County residents. The contractor shall also make its best reasonable efforts to promote
employment opportunities for Miami Beach residents. Refer to Appendix B (if applicable),
for additional information and submittal requirements of these programs, and the
applicable prevailing wage table for the project.
JocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
10. Method of Award. Following the review of bids and application of vendor preferences, the
lowest responsive, responsible bidder(s) meeting all terms, conditions, and specifications of
the ITB will be recommended for award by bid item, bid group, or for the entirety of all bid
items, as deemed in the best interest of the City, to the City Manager for his consideration.
After considering the staff recommendation for award, the City Manager shall exercise his
due diligence and recommend to the Mayor and City Commission the bid that the City
Manager deems to be in the best interest of the City. The City Commission shall consider the
City Manager's recommendation(s) and, may approve or reject the City Manager's
recommendation(s). The City Commission may also reject all bids received. In determining
the lowest and best bidder, and in addition to price, Section 2-369 of the City Code provides
that the City may consider the following:
• The ability, capacity and skill of the bidder to perform the Contract.
• Whether the bidder can perform the Contract within the time specified, without delay
or interference.
• The character, integrity, reputation,judgment,experience and efficiency of the bidder.
• The quality of performance of previous contracts.
The previous and existing compliance by the bidder with laws and ordinances relating to the
Contract.
The selection or approval by the City Commission shall not constitute a binding
contract between the City and the selected or approved bidder(s).A binding contract will exist
upon the completion as determined by the Administration, the City Attorney's Office form
approving the contract or contracts, and the Mayor and City Clerk or their respective
designees signing the contract(s)after the selected or approved bidder(s) has(or have) done
so. Only the executed contract(s) will be binding on the contracting parties.
Alternatively, in the City's sole discretion, contracts may be awarded pursuant to a push
button option. Push button contracts allow the City to issue a purchase order to the awarded
vendor that has the best price for the combination of items required for a specific project. If
the City elects to make an award pursuant to the push button option, one or more responsive
bidders, to be recommended to the City Commission at the sole discretion of the City
Manager, may be awarded contracts for future push button orders.
11. Contract Price. The Contract Price is to include the furnishing of all labor, materials,
equipment including tools,shoring, services, permit fees, general conditions costs, applicable
taxes, overhead and profit for the completion of the Work, except as may be otherwise
expressly provided in the Contract Documents. The cost of any item(s) of Work not covered
by a specific Contract unit price or lump sum price shall be included in the Contract unit price
or lump sum price to which the item(s) is most applicable.
12. Florida Trench Safety Act. If the work involves trench excavations that will exceed a depth
of 5 feet, the requirements of Florida Statutes, Chapter 553, Part III, Trench Safety Act, will
be in effect. The Bidder, by virtue of submitting a bid, certifies that such Act will be complied
with during the execution of the work. Bidder acknowledges that included in the total bid price
are all costs for complying with the Florida Trench Safety Act.
13. Omitted or Additional information. With exception of the Bid Price Form and the Bid Bond,
if applicable, the City reserves the right to seek any omitted information/documentation or
any additional information from bidder or other source(s), including but not limited to: any firm
DocuSign Envelope ID: 7101048A-AI351-4B71-8150-E4818DB42DA8
or principal information, applicable licensure, resumes of relevant individuals, client
information, financial information, or any information the City deems necessary to evaluate
the capacity of the Bidder to perform in accordance with contract requirements. Failure to
submit any omitted or additional information in accordance with the City's request shall result
in proposal being deemed non-responsive.
SECTION 0200 —MINIMUM QUALIFICATIONS AND REQUIREMENTS
The Minimum Eligibility Requirements for this solicitation are listed in the ITB Bid Summary.
Bidders that fail to comply with minimum requirements shall be deemed non-responsive and shall
not have its bid considered.
Balance of Page intentionally Left Blank
DocuSign Envelope IU: 1101048A-AI351-41311-8150-E4818U1342UA8
SECTION 0300 - ELECTRONIC BID SUBMITTAL FORMAT
1. ELECTRONIC RESPONSES (ONLY). Electronic responses to this ITB are to be
submitted through BidSync until the date and time as indicated in this document. It is the
sole responsibility of the Proposer to ensure its proposal reaches BidSync before
the Solicitation closing date and time. There is no cost to the Bidder to submit a bid in
response to a City of Miami Beach solicitation via BidSync. Electronic bid submissions
may require the uploading of electronic attachments. The submission of attachments
containing embedded documents or proprietary file extensions is prohibited. All
documents should be attached as separate files (bid format indicated below). All bid
submittalsreceived and time stamped through BidSync, prior to the bid submittal deadline
shall be accepted as timely submitted.Bids will be opened promptly at the time and date
specified. The City will in no way be responsible for delays caused by technical difficulty
or caused by any other occurrence.
A bidder may submit a modified bid to replace all or any portion of a previously submitted
bid up until the bid due date and time. The City will only consider the latest version of the
bid.
2. NON-RESPONSIVENESS. Failure to submit the following requirements shall result in a
determination of non-responsiveness. Non-responsive bids will not be considered.
1. Bid Submittal Questionnaire (completed and submitted electronically)
2. Bid Price Form
3. OMITTED INFORMATION. The City reserves the right to request any documentation
omitted, with exception of the bid submittal questionnaire, signed Bid Price Form
and Bid Bond (if applicable), which must be submitted at time of bid. Bid Submittals
received with no Bid Price Form or Bid Bond (if applicable), or with an unsigned Bid Price
Form or Bid Bond (if applicable), shall be deemed non-responsive. Bidder must submit
any other omitted documentation within three (3) business days upon request from the
City, or the bid may be deemed non-responsive. Non-responsive bid packages will receive
no further consideration.
4. ELECTRONIC PROPOSAL FORMAT. in order to maintain comparability, facilitate the
review process and assist the in the review of bid submittals, it is strongly recommended
that bids be organized and tabbed in accordance with the tabs, and sections as specified
in the below. The electronic submittal should be tabbed as enumerated below and contain
a table of contents with page references. The electronic proposal shall be submitted
through the"Line Items" attachment tab in BidSync.
TAB 1: MINIMUM QUALIFICATIONS AND SUBMITTAL REQUIREMENTS
Submit evidence, as specifically requested in the ITB Summary, of
compliance with each minimum requirement(s) of this ITB. Bidders that do
not comply, or for whom the City cannot verify compliance, shall be deemed
non-responsive and its bid shall not be considered.
(4
DocuSign Envelope ID: 7101048A-AB51-4871-815C-E4818DB42DA8
TAB 2: BID PRICE FORM
The following documents shall be submitted with the by the deadline for
submittal of bids:
1. Bid Price Form. APPENDIX A .
FAILURE TO SUBMIT THE MOST RECENT COMPLETED AND
EXECUTED: 1) BID PRICE FORM (EITHER INCLUDED IN THE
ORIGINAL ITB OR RELEASED VIA AN ADDENDUM) SHALL RESULT
IN BID BEING DEEMED NOT RESPONSIVE AND NOT BEING
FURTHER CONSIDERED.
Balance of Page Intentionally Left Blank
DocuSign Envelope ID: 1101048A-AB51-4B 71-815C-E4818DB42DA8
0400 —TERMS AND CONDITIONS
The following documents identify terms and conditions that together with the ITB, inclusive of all
appendixes and addenda, whether included herein or released under separate cover, comprise
the solicitation and the contract, and are complementary to one another and together establish
the complete terms, conditions and obligations of the bidder and, subsequently, the awarded
contractor.
1. SOLICITATION TERMS & CONDITIONS - SERVICES. By virtue of submitting a bid in
response to this ITB, bidder agrees to be bound by and in compliance with the Solicitation
Terms and Conditions (dated 4/13/20), incorporated herein, located at:
https://www.miamibeachfl.gov/city-hall/procurement/standard-terms-and-conditions/
2. GENERAL CONDITIONS FOR CONSTRUCTION CONTRACTS. By virtue of submitting
a bid in response to this ITB, bidder agrees that all work shall be bound by and in
compliance with the Terms and Conditions for Construction Contracts (dated 4/13/20),
incorporated herein, located at:
https://www.miamibeachfl.qov/city-hall/procurement/standard-terms-and-conditions/
Balance of Page Intentionally Left Blank
DocuSfgn Envelope ID:7101048A-AB51-4671-815C-E4818DB42DA8
APPENDIX A
M I AM I BEACH
Bid Price Form
MUST BE SUBMITTED WITH THE BID. FAILURE TO DO SO WILL
RENDER BID NON-RESPONSIVE.
DocuSign Envelope IL): 1101048A-AB51-4B71-815C-E4818DB42DA8
Bid Price Form
Page 1 of 1
FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON
OR BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND
BIDDER SHALL RECEIVE NO FURTHER CONSIDERATION.
Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work
specified in this bid, consisting of furnishing all materials, labor, equipment, supervision,
mobilization, demobilization, overhead and profit, insurance, permits, and taxes to complete the
work to the full intent as shown or indicated in the contract documents. Any or all alternates, if
applicable, may be selected at the City's sole discretion and based on funding availability. The
city will not accept any revision to the total base bid sum, divisions, line item totals, or add
alternates, after the deadline for receipt of bids.
In the event of arithmetical errors between the division or item totals and the total base bid, the
Bidder agrees that the total base bid shall govern. In the event of a discrepancy between the
numerical total base bid and the written total base bid, the written total base bid shall govern. In
absence of totals submitted for any division cost, the City shall interpret as no bid for the division,
which may disqualify bidder.
The allowance items that have been delineated below shall be used only upon the City's
discretion, as needed. In the event that the item of work is not conducted or only a portion of the
estimated allowance is used, the Bidder understands that the balance of the cost shall be returned
to the City.
Total
Item Description Quantity U/M Unit Cost (Quantity X Unit Cost)
$ $
Mobilization and Demobilization 0'-70'Max
1 Length. 1 LS
Mobilization and Demobilization 71-250'Max
2 Length. 1 LS
Mobilization and Demobilization Greater than
3 250'Length. -_ 1 LS
Furnish and Install Concrete Seawall Panel
4 10'Max Depth Section 0'-70'Max Length - 70 LF
`a $
Furnish and Install Concrete Seawall Panel
5 10'Max Depth Section 71-250'Max Length 250 LF
Furnish and Install Concrete Seawall Panel $ $
10'Max Depth Section Greater than 250'
6 Length 300 LF
Furnish and Install Concrete Seawall Panel
7 14'Max Depth Section 0'-70'Max Length 70 LF
Furnish and install Concrete Seawall Panel
8 14'Max Depth Section 71'-250'Max Length 250 _ LF
Furnish and Install Concrete Seawall Panel
14'Max Depth Section Greater than 250'
9Length 300 LF
DocuSign Envelope ID: 7101048A-AB51-4871-8150-E4818DB42DA8
Total
Item Description Quantity U I M Unit Cost (Quantity_X_Unit_Cost)
$ $
Furnish and Install Steel Sheet Pile(NZ 14 or
10 AZ 14-770)0'-70'Max Length 70 LF
$ $
Furnish and Install Steel Sheet Pile(NZ 14 or
11 AZ 14-77017i-250'Max Length 250 LF
$ $
Furnish and Install Steel Sheet Pile(NZ 14 or
12 AZ 14-770)Greater than 250'Length 300 LF
Furnish and Install 12"x 12"King Pile for $ $
Concrete Seawall 10'Max Depth Section 0'-
13 70'Max Length 8 EA
Furnish and Install 12"x 12'King Pile for $ $
Concrete Seawall 10'Max Depth Section 71'-
14 250'Max Length 26 EA
$ $
Furnish and Install 12"x 12"King Pile for
Concrete Seawall 10'Max Depth Section
15 Greater than 250'Length 31 EA
$ $
Furnish and Install 12"x 12"Batter Pile for
Concrete Seawall 10'Max Depth Section 0'-
16 70'Max Length 8 EA
� $ $
Furnish and Install 12"x 12"Batter Pile for
Concrete Seawall 10'Max Depth Section 71'-
17 250'Max Length 26 - EA
Furnish and Install 12"x 12"Batter Pile for
Concrete Seawall 10'Max Depth Section
18 Greater than 250'Length 31 EA
Furnish and Install 14"x 14"King Pile for
Concrete Seawall 14'Max Depth Section 0'-
19 70'Max Length _-.__--_— 8 EA
Furnish and Install 14"x 14"King Pile for
Concrete Seawall 14'Max Depth Section 71'-
20 250'Max Length 26 EA
$ $
Furnish and Install 14"x 14"King Pile for
Concrete Seawall 14'Max Depth Section
21 Greater than 250'Length 31 EA
$ $
Furnish and Install 14"x 14"Batter Pile for
Concrete Seawall 14'Max Depth Section 0'-
22 70'Max Length 8 EA -
Furnish and Install 14"x 14"Batter Pile for $ $
Concrete Seawall 14'Max Depth Section 71'-
23 250'Max Length 26 EA
Furnish and Install 14"x 14"Batter Pile for $ $
Concrete Seawall 14'Max Depth Section
24 Greater than 250'Length 31 EA
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
Total
Item Description Quantity U/M Unit Cost (Quantity X Unit Cost)
Furnish and Install 14"x 14"Batter Pile for $ $
Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'
25 Max Length 8 EA
Furnish and Install 14"x 14"Batter Pile for $ $
Steel Sheet Pile(NZ 14 or AZ 14-770)71'-
26 250'Max Length 26 EA
$ $
Furnish and Install 14"x 14"Batter Pile for
Steel Sheet Pile(NZ 14 or AZ 14-770)
27 Greater than 250'Length 31 EA
$ $
Furnish and Install 16"x 16"Batter Pile for
Steel Sheet Pile(NZ 14 or AZ 14-770)0'-70'
28 Max Length 8 EA
$ $
Furnish and Install 16"x 16'Batter Pile for
Steel Sheet Pile(NZ 14 or AZ 14-770)71'-
29 250'Max Length 26 EA
Furnish and Install 16"x 16'Batter Pile for $ $
Steel Sheet Pile(NZ 14 or AZ 14-770)
30 Greater than 250'Length 30 EA
Furnish and Install Concrete Seawall Cap for $ $
31 10'Max Depth Section 0'-70'Max Length 70 LF ,
Furnish and Install Concrete Seawall Cap for $ $
32 10'Max Depth Section 71'-250'Max Length 250 LF
Furnish and Install Concrete Seawall Cap for $ $
10'Max Depth Section Greater than 250'
33 Length 300 LF
Furnish and Install Concrete Seawall Cap for
34 14'Max Depth Section 0'-70'Max Length 70 LF
$ $
Furnish and Install Concrete Seawall Cap for
35 14'Max Depth Section 71'-250'Max Length 250 LF
$ $
Furnish and Install Concrete Seawall Cap for
14'Max Depth Section Greater than 250'
_ 36 Length 300 LF
Furnish and Install Concrete Seawall Cap for $ $
Steel Sheet Pile w/14"x 14"Batter Piles 0'-
37 70'Max Length 70 IF
$ $
Furnish and Install Concrete Seawall Cap for
Steel Sheet Pile w!14"x 14"Batter Piles 71'-
38 250'Max Length 250 LF
Furnish and Install Concrete Seawall Cap for $ $
Steel Sheet Pile w!14'x 14"Batter Piles
39 Greater than 250'Length 300 LF
Furnish and Install Concrete Seawall Cap for $ $
Steel Sheet Pile w!161 16"Batter Piles 0'-
40 70'Max Length 70 LF
DocuSign Envelope ID:7101048A-AB51-4871-815G-E4818D842DA8
Total
Item Description Quantity U i M Unit Cost (Quantity X Unit Cost)
Furnish and Install Concrete Seawall Cap for $ $
Steel Sheet Pile wl 16"x 16"Batter Piles 71'-
41 250'Max Length _ 250 LF
Furnish and Install Concrete Seawall Cap for $ $
Steel Sheet Pile w!16"x 16°Batter Piles
42 Greater than 250'Length - _ 300 is
Furnish and Install Concrete Seawall Outfall $ $
43 Pipe Penetration 2 EA ,
Furnish and Install Steel Sheet Pile Seawall $ $
44 Outfall Pipe Penetration 2 EA
Furnish and Install#57 Stone 0'-70'Max $ $
45 Length 20 _ TONS
Furnish and Install#57 Stone 71'-250'Max $ $
46 Length 75 TONS -
Furnish and Install#57 Stone for Greater than $ $
47 250'Length 90 TONS
Furnish and Install Rubble Rip Rap 0'-70'Max $ $
48 Length 20 TONS
Furnish and Install Rubble Rip Rap 71'-250' $ $
49 Max Length _ 75 TONS
Furnish and Install Rubble Rip Rap Greater $ $
50 than 250'Length 90 TONS
Furnish and Install Aluminum Pipe Guardrail $ $
51 0'-70'Max Length 70 is
$ $
Furnish and Install Aluminum Pipe Guardrail
52 71-250'Max Length _ 250 LF
$ $
Furnish and Install Aluminum Pipe Guardrail
53 for Greater than 250'Max Length 300 LF
Removal of Existing Seawall Cap 0'-70'Max $ $
54 Length 70 LF $ $
Removal of Existing Seawall Cap 71-250'
55 Max Length 250 LF -_
$ $
Removal of Existing Seawall Cap for Greater
56 than 250'Length 300 is _
$ $
Removal of Existing Seawall Footing 0'-70'
57 Max Length _ 70 LF
Removal of Existing Seawall Footing 71'-250' $ $
58 Max Length 250 LF
Removal of Existing Seawall Footing for $ $
59 Greater than 250'Length 300 LF
Excavation and removal of soil landside if $ $
60 necessary 0'-70'Max Length 100 cif
Excavation and removal of soil landside if $ $
61 necessary 71`-250'Max Length 350 cY -
Excavation and removal of soil landside if $ $
62 necessary for Greater than 250'Length 430 cY
aY
DocuSign Envelope ID: /1 U1U48A-AB51-4B71-8150-E4818D642DA8
Total
Item Description Quantity U I M Unit Cost (Quantity X Unit Cost)
Backfill Material(clean sand)0'-70'Max $ $
63 Length 100 CY
Backfill Material(clean sand)71'-250'Max $ $
64 Length 350 CY
$ $
Backfill Material(clean sand)for Greater than
65 250'Length 430 CY
Restoration of disturbed area 0'-70 Max
66 Length 115 SY
Restoration of disturbed area 71'-250'Max $ $
67 Length 415 SY
Restoration of disturbed area Greater than
68 250'Length _ 500 SY
As-Built/Record Drawings/logs 0'-70 Max
69 Length 1 i Ls
As-Built/Record Drawings/logs 71'-250'Max $ $
70 Length _ 1 LS
As-Built/Record Drawings/logs Greater than $ $
71 250'Length 1 LS
Silt fence and Turbidity barrier 0'-70 Max $ $
72 Length 70 LF
Sit fence and Turbidity barrier 71-250'Max $ $
73 Length 250 LF
Silt fence and Turbidity barrier Greater than $ ~ $
74 250'Length - 300 - LF
ALLOWANCE FOR COMPLIANCE WITH
TRENCH SAFETY ACT*(PER PROJECT AS
75 , APPLICABLE) 10 1 - EA $25.00 $250.00
'See Section 0100, Sub-section 12.
Bidder's Affirmation
The undersigned, as Bidder, declares that the only persons interested in this Bid are named
herein;that no other person has any interest in this Bid or in the Contract to which this Bid pertains;
that this Bid is made without connection or arrangement with any other person; and that this Bid
is in every respect fair and made in good faith, without collusion or fraud. The Bidder agrees, if its
Bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of
establishing a formal contractual relationship between the Bidder and the City of Miami Beach.
Florida, for the performance of all requirements to which the Bid pertains.
Bidder:
Authorized Agent Name:
Authorized Agent Title:
Authorized Agent Signature:
DocuSign Envelope ID: 7101048A-AB51-4B71-815G-E4818DB42DA8
APPENDIX B
MIAMI BEACH
Contract
DocuSign Envelope IU: 7101048A-AB51-4B71-815C-E4818DB42DA8
CONTRACT
THIS CONTRACT ("Contract") is made and entered into as of the_day of
, 2020, by and between the City of Miami Beach, Florida, a municipal
corporation (the "City") and
(the "Contractor"):
WTTNESSETH, that the Contractor, for and in consideration of the payments hereinafter
specified and agreed to be made by the City, hereby covenants and agrees to furnish and
deliver all the materials required, to do and perform all the work and labor, in a satisfactory
and workmanlike manner, required to complete this Contract within the time specified, in
strict and entire conformity with the Plans, Specifications, and other Contract Documents,
which are hereby incorporated into this Contract by reference, for:
ITB No. and Title:
The Contractor agrees to make payment of all proper charges for labor and materials
required in the aforementioned work, and to defend, indemnify and save harmless City,
and their respective officers and employees, from liabilities, damages, losses and costs
including, but not limited to, reasonable attorney's fees, to the extent caused by the
negligence, recklessness, or intentional wrongful misconduct of Contractor and persons
employed or utilized by Contractor in the performance of this Contract.
The requirements of the Contract Documents, as such term is defined in the Invitation to
Bid, are hereby incorporated by reference as if fully set forth herein. This Contract is part
of, and incorporated in, the Contract Documents as defined herein. Accordingly, all of the
documents incorporated by the Contract Documents shall govern this Project.
In consideration of these premises, the City hereby agrees to pay to the Contractor for the
said work, when fully completed, the total maximum sum of I Base Bid below +
allowance account items) dollars ($ ) (the "Contract
Price"), consisting of the following accepted items or schedules of work as taken from the
Contractor's Bid Submittal:
Total Base Bid $
Total Allowance Account Items $
Total Owner's Contingency $
� HCl
DocuSign Envelope ID: /101048A-AB51-4B71-815G-E4818DB42DA8
The Contract Price is subject to such additions and deductions as may be provided for in
the Contract Documents. Partial and Final Payments will be made as provided for in the
Contract Documents.
Whenever either party desires to give notice to the other, such notice must be in writing,
sent by certified United States Mail, postage prepaid, return receipt requested, or by hand-
delivery with a request for a written receipt of acknowledgment of delivery, addressed to
the party for whom it is intended at the place last specified.
The place for giving notice shall remain the same as set forth herein, unless such
notice information is revised in a Contract amendment duly executed by the City
and the Contractor. For the present, the parties designate the following:
For City:
Public Works Department
1700 Convention Center Drive, Miami Beach, FL 33139
Attn: Aaron Osborne/Roy Coley
With copies to:
City Attorney
City of Miami Beach
1700 Convention Center Drive
Miami Beach, Florida 33139
For Contractor:
Attn:
Docusign Envelope ID: 7101048A-AB51-4B71-815G-E4818DB42DA8
IN WITNESS WHEREOF, the above parties have caused this Contract to be executed by
their appropriate officials as of the date first above written.
ATTEST: CITY OF MIAMI BEACH, FLORIDA
By:
Rafael E. Granado, City Clerk Jimmy L. Morales, City Manager
[seal]
ATTEST: [INSERT CONTRACTOR NAME]
By:
Name: Name:
[seal]
DocuSign Envelope ID: 7101048A-AB51-4871-815C-E4818DB42DA8
APPENDIX C
MIAMI BEACH
Plans & Specifications
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
f
GENERAL:
1. THE FOLLOWING STRUCTURAL NOTES APPLY TO THE CONCRETE PANEL AND STEEL SHEET PILE WITH CONCRETE PILE
STANDARD DETAILS. THE STANDARD DETAILS DESIGN IS BASED SOLELY ON THE PARAMETERS DESCRIBED IN THE
NOTES AND DRAWINGS HEREIN. A STRUCTURAL ENGINEER LICENSED IN FLORIDA SHALL PREPARE CALCULATIONS AND
STRUCTURAL DRAWINGS AS PER FLORIDA BUILDING CODE (FBC) LATEST VERSION AND IN ACCORDANCE WITH
APPLICABLE CODES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.
2. IT fS THE INTENT OF THESE PLANS TO COMPLY WITH LOCAL, STATE, AND FEDERAL ENVIRONMENTAL PERMITS ISSUED
FOR THIS PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN HIMSELF/HERSELF
BY ALL PROVISIONS OF THESE PERMITS.
3. NO SEAWALL SHALL BE CONSTRUCTED IN THE CITY OF MIAMI BEACH (CITY) WITHOUT APPROPRIATE LOCAL, STATE,
AND FEDERAL APPROVALS. THE CONTRACTOR SHALL COMPLY WITH ALL NECESSARY LOCAL, STATE AND FEDERAL
ENVIRONMENTAL PERMITS ISSUED FOR THE PROJECT. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR
WITH AND BE GOVERNED BY ALL PROVISIONS OF THESE PERMITS.
4. THE CITY PREFERS CONCRETE PANEL SEAWALLS. STEEL SHEET PILE SEAWALLS MAY BE ALLOWED AT LOCATIONS
WHERE CONCRETE PANEL SEAWALLS ARE NOT FEASIBLE. USE OF STEEL SHEET PILE SEAWALLS REQUIRES CITY
APPROVAL.
5. THESE STANDARD DETAILS ARE FOR NON—OCEANFRONT PROPERTIES ONLY. FOR LOCATIONS SUBJECT TO STORM
SURGES WITH POUNDING SURF, ERODING SHORELINES AND WAVES OVERTOPPING FROM COASTAL STORM EVENTS, THE
STANDARD SEAWALL DESIGN SHALL NOT BE USED.
6. AS—BUILT/RECORD SURVEY WILL BE REQUIRED UPON COMPLETION OF SEAWALL. SURVEY SHALL BE PERFORMED BY A
PROFESSIONAL SURVEYOR AND MAPPER LICENSED IN THE STATE OF FLORIDA. REFER TO CITY OF MIAMI BEACH
PUBLIC WORKS MANUAL SECTION 1.
7. AT THE REQUEST OF THE CITY, VIBRATION MONITORING SHALL BE CONDUCTED. REFER TO THE CITY OF MIAMI BEACH
PUBLIC WORKS MANUAL SECTION 1.
ELEVATIONS:
1. ELEVATIONS SHOWN REFER TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
2. THE SITE—SPECIFIC MEAN HIGH WATER (MHW) AND MEAN LOW WATER (MEW) LEVEL MUST BE INCLUDED IN THE
PLANS.
3. THESE STANDARD DETAILS ASSUME TOP OF CAP IS AT EL 5.70 FEET NAVD. MINIMUM TOP OF CAP ELEVATION PER
CITY OF MIAMI BEACH RESOLUTION NO. 2016-29454 (OR LATEST VERSION):
"ALL NEW SEAWALLS ON PRIVATE CONSTRUCTION AND ALL SEAWALLS CONSTRUCTED ON PUBLIC PROJECTS SHALL
HAVE A MINIMUM ELEVATION OF 5.7 FEET NAVD; HOWEVER, ON EXISTING PRIVATE SEAWALLS THAT ARE BEING
REPLACED/REPAIRED NOT ASSOCIATED WITH NEW BUILDING CONSTRUCTION, A MINIMUM 4.0 NAVD ELEVATION SHALL
I APPLY WITH THE STRUCTURAL DESIGN TO ACCOMMODATE A SEAWALL HEIGHT EXTENSION TO A MINIMUM 5.7 NAVD'.
SOIL
1. A SUB—SOIL INVESTIGATION REFLECTING THE SOIL CONDITIONS FOR THE PROJECT SHALL BE UTILIZED BY THE
ENGINEER. THE SUB—SOIL INVESTIGATION SHALL BE PREPARED BY A GEOTECHNICAL ENGINEER LICENSED IN FLORIDA.
THE ENGINEER SHALL DETERMINE IF THE SOIL PROPERTIES DETERMINED ARE ADEQUATE CONSIDERING THE
ASSUMPTIONS OF THESE STANDARD DETAILS.
m 2. NEW FILL MATERIAL SHALL BE CLEAN SAND, MEETING THE REQUIREMENTS FOR THE SOIL PARAMETERS ASSUMED FOR
THESE STANDARD DETAILS, EXCEPT AS NOTED. NEW FILL MATERIAL SHALL HAVE LESS THAN 5% PASSING THE #200
SIEVE AND CONTAIN LESS THAN 4% ORGANIC MATERIAL. FILL SHALL BE COMPACTED IN LIFTS OF 12—INCHES MAXIMUM
THICKNESS TO ACHIEVE A MINIMUM 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY AS PER ASTM D-1557.
II;
CNa
1
nq /n� 4 /� /� n RF /� APPROVED REVISED TITLE
V 1 V ,IDEPART� 04/2020 GENERAL SEAWALL NOTES 12-1
9 PUBLIC WORKS DEPARTMENT
U 9,14;ONVEMVIN(;.-NIF.k UHNI.AUTAMI(iCACN.rI 33136
DocuSign Envelope ID: 7101048A-AB51-4871-8150-L4818DB42DA8
•
QENERAL:
1. THE NOTES ON THIS SHEET APPLY TO THE CONCRETE PANEL STANDARD DETAILS.
2. THESE STANDARD DETAILS ARE FOR THE REPLACEMENT OF EXISTING SEAWALLS OR CONSTRUCTION OF NEW
SEAWALLS.
3. THESE STANDARD DETAILS ARE BASED ON A STRAIGHT SEAWALL LAYOUT. THE ENGINEER SHALL BE RESPONSIBLE
FOR DESIGN DETAILS FOR ANY ALIGNMENT CHANGES.
PRECAST CONCRETE PILING:
1. PRECAST CONCRETE PILES SHALL BE 12'x12"OR 14')14" PILES WITH 5000 P.S.I MIN. CONCRETE AND (4) 1/2—INCH
DIA. 270 K.S.I. ASTM A416 LOW--LAX STRANDS WITH 2-1/2 INCHES MIN. CONCRETE COVER TO TIES. THEY SHALL BE
DRIVEN TO A MINIMUM BEARING CAPACITY OF 25 TONS WITH 12' MINIMUM PENETRATION INTO FIRM MATERIAL BELOW
SILT LAYER. A SUB—SOIL INVESTIGATION AND REPORT SHALL BE PROVIDED BY A CERTIFIED GEOTECHNICAL ENGINEER
LICENSED IN FLORIDA. BATTER PILES SHALL BE AS SHOWN ON STANDARD DETAILS.
CONCRETE AND REINFORCING STEEL:
1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE A 0.40 WATER/CEMENT RATIO AND SHALL ATTAIN A
MINIMUM COMPRESSIVE STRENGTH (f'c) OF 5000 P.S.I AT THE END OF 28 DAYS. SIX (6) CONCRETE CYLINDERS
SHALL BE TAKEN FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF AND SHALL BE TESTED AT 3, 7 AND 28
DAYS. SLUMP SHALL NOT EXCEED 5 (±1').
2. ALL REINFORCEMENT SHALL BE 60000 PSI MINIMUM YIELD (Fy) NEW BILLET STEEL IN ACCORDANCE WITH ASTM A615
GRADE 60. ALL REINFORCING STEEL SHALL BE FROM DOMESTIC MILLS AND SHALL HAVE THE MANUFACTURERS MILL
MARKING ROLLED INTO THE BAR WHICH SHALL INDICATE THE PRODUCER, SIZE, TYPE AND GRADE. ALL BAR
LAPS SHALL BE A MINIMUM OF 48 BAR DIAMETERS. PLACING OF REINFORCEMENT SHALL CONFORM TO THE LATEST
ACI MANUAL OF STANDARD PRACTICE CODES.
3. ALL CONCRETE SHALL BE PLACED WITHIN 90 MINUTES FROM BATCH TIME, AND VIBRATED AS REQUIRED BY THE ACI
MANUAL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT THE TIME OF PLACEMENT SHALL BE BETWEEN 75'
AND 100' F.
ei
5 M I A M!BEACH APPROVED TI rL[
040020 U_
PUBLIC WORKS DEPARTMENT CONCRETE PANEL SEAWALL NOTES 12-2
13W CONVENTION CFNTEN 11NIVF,MIAMI III AC11.�I 33739
0
0
0
c
C\bme\h�-ow\he-lea-km\d01606,5SW STANDARD SEAWALL DETMLS.dro _U.
• g
IT
9
al
P
PO 1
;p
X" _ 10' O.C. MAX.
0 OD 00
rilgII rn D
I; D 10' 0.C. MAX. cr
W
e Z 12"x12" BATTER PILE AS PER oo
mi �- SECTION
12'x12" KING PILE AS 24„ CN'
IIIIIIIIIIIIIIIIIMINIMI
PER SECTION rr
MAX. NEW PRECAST CONCRETEcc
BULKHEAD PANEL
C
L. `' G
A
m CC
A
0
ininw CL Q I
0 a2 0 \,/ \1/ O Cc
o n X /
Q
, .
1
"' z ,+ / / , ,i
m S / / / / // / // / / / / ,/ /' / / / / /'
D
>0 EXISTING SEAWALL
C7
ZQm
PLAN VIEW A
H N.T.S. 12-4
mNOTES:
-Z
C m 1. FOR RETAINED FILL NOT TO EXCEED
--0 r ' 10'-0° DEPTH.
H2. MINIMUM STANDARDS ARE DEPICTED
IABOVE. STRUCTURE SHALL BE DESIGNED
BY A LICENSED STATE OF FLORIDA
STRUCTURAL ENGINEER. SIGNED AND
SEALED CALCULATIONS SHALL BE
IV PROVIDED TO SUPPORT STRUCTURAL
Ca DESIGN.
DocuSign Envelope ID:7101048A-AB51-4B71-815C-L4818DB42DA8
•
ALUMINUM PIPE GUARDRAIL
PER FOOT INDEX 870
(IF APPLICABLE) NEW 36' WIDE (MAX.) K 16' DEEP CONCRETE SEAWALL
REMOVE EXISTING SEAWALL CAP ASCAP WITH (5) 115 CONTINUOUS BARS T&B & *3
REQUIRED TO CONSTRUCT NEW WALL CLOSED TIES O 12' O.C. AND (3) *3 CLOSED TIES 0
EACH SIDE OF EACH PILE 0 3' O.C. VERIFYCAP
PROVIDE 116 HOOKED DOWEL DRILL REINFORCING BY STRUCTURAL CALCULATIONS
& EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL
,36' MAX.
EXTEND PILE STRAND 8. MIN. ALL EXPOSED EDGES TO BE i'
15' MIN. INTO CAP ., CHAMFER
149 i
111
(SEE ELEVATIONS NOTE 3 ON 12-1)T.O. PROPOSED CAP ' - `
'II •
l 1.
s � _
I 18.4 ;/ J C--�. ,c 1�..}c--))5--��J
/ C
. ••• /. L__ --- '- ( ---R.--,--
12 7
7 , , _,
_ ..., ...z ----\ -"----,: ---"'
MHW. '/
ELm NAVO 88N '•/.`, �` EXISTING SEAWALL, IF PRESENT.
, ` ` ACTUAL.CONDITIONS WILL VARY
s MLW.
411,
m Q T--NAVD '`NEW SEAWALL PANEL PLACED IN
NEW PRECAST CONCRETE / FRONT OF EXISTING WALL. SEE
BULKHEAD PANELJ REINFORCING DETAIL ON 12-6
WHERE WAVE ACTION OR SWIFT CURRENTS -
ARE ANTICIPATED PLACE FDOT RUBBLE 'Il -;.. / _
RIP-RAP (BANK AND SHORE) ON 2:1 SLOPE / �-J \?-y
APPROX. TO CONTROL EROSION. PLACEMENT �-
OF RUBBLE RIP-RAP MUST BE IN 777���
COMPLIANCE KITH ALL PERMITS. (
NEW 12'z12' PRECAST KING PILE AT .t:'�/ • - i JC:-i_
C y
10'-0' O.C. WITH 12' MIN. , S 1
EMBEDMENT INTO Flar-
RM MATERIAL `
PILES TO HAVE A 25 TON CAPACITY r c '\'
i -y'
�)ram - - '-ti. -' , �_
NEW 12'x12' PRECAST BATTER PILE • 1' ✓,.1�7
ADJ. TO KING PILE AT 10'-0' O.0 - } y' r ���
KITH 12' MIN. EMBEDMENT INTO FIRM ` \ Y
MATERIAL PILES TO HAVE A 25 TON \\\•
CAPACITY �'L�`` _ J. FOR GAPS BETWEEN EXISTING AND
NEW SEAWALL GREATER THAN
\, 6-INCHES, FILL PATH 1157 STONE.
\ j'- FOR SMALLER GAPS, FlLL WITH CLEAN
\ \!t.\\/ SAND PER SOIL NOTE 2 ON 12-1.
\ `` APPROX. FACE OF
�j1 '/, EXISTING WALL PARTIA1,LY
,\ `i/,, / FAILING AND ROTATING
Y
NOTES:
1. FOR RETAINED FILL NOT TO
\
EXCEED 10'-0° DEPTH.
sn 2. MINIMUM STANDARDS ARE
I DEPICTED ABOVE. STRUCTURE
SHALL BE DESIGNED BY A
LICENSED STATE OF FLORIDA
8 SECTION STRUCTURAL ENGINEER. SIGNED
.g AND SEALED CALCULATIONS
$ 12-3 N.T.S. SHALL BE PROVIDED TO SUPPORT
L
5 STRUCTURAL DESIGN.
0
5 i V tIA! V 4I MACH APPROVED °'n°2° TLE CONCRETE PANEL
PUBLIC WORKS DEPARTMENT SEAWALL - 10' MAX. DEPTH 12-4
1710 CANVENMIN CENTER DRIVE MIAMI BEACH,H-3J139 SECTION
DocuSign Envelope ID:7101048A-AB51-4B71-815G-E4818DB42DA8
—4„�_ • -- 5 --j 5•
N
it
•
•
•
•
• f
•
• z
0
F-
• X•
U —
cc
O
I n
J
•
#5 HORIZ a
BARS ®6" •
O.C.
•
• \-#5 VERT
BARS 012"
• O.C.
•
,
00 up
5. — a
(TYP.)
FOR 10'-0" 0/C KING PILLS, VERIFY FIELD CONDLI1ON AND
z
9° FABRICATE PANELS 2" SHORTER THAN ACTUAL KING
PILE c TO c SPACING
PANEL ELEVATION
N.T.S.
NOTES:
1 VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS.
2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE.
3. FOR RETAINED FILL NOT TO EXCEED 10.-0" DEPTH. --
4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED
STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE
PROVIDED TO SUPPORT STRUCTURAL DESIGN.
APPROVED REVISED TITLE
MIAMI BEACH 64202D
CONCRETE PANEL
PUBLIC WORKS DEPARTMENT SEAWALL - 10' MAX. DEPTH 12-5
1700 CdWF; 1ON/LNTER MP, AM MACH FI i]•JH STANDARD PANEL ELEVATION
G
0
0
c
C:\Dme\Aazorox\NI-11Porl9n4\44100853\CMB STANDARD SEAWALL QEALI 5^112 V
70
7
CD
r' fE_ i -0
CD
gp
' 10' O.0 MAX.
oy
A
=ei1 D
9 TI
10' O.C. MAX.
cn
rn 14"x14" BATTER PILE AS PER
SECTION
14"x14" KING PILE AS (-)
PER SECTION 24 I
MAX. NEW PRECAST CONCRETE I rr
l BULKHEAD PANEL I cc
p r 1 4r
C
0 W
o A
d 1 1
.�� 0 \ / 0 Cc
U � I
X
�< / \ 1J . / \ -
N
1
0
01
t"---
U)
m .
>
n
DO
r- n EXISTING SEAWALL
D ' X
Z PLAN VIEW A
< Km
FT D N.T.S. 12-7
* X Z NOTES:
0m
m r 1. FOR RETAINED FILL NOT TO EXCEED 14'-0'
H DEPTH.
I 2. MINIMUM STANDARDS ARE DEPICTED ABOVE.
STRUCTURE SHALL BE DESIGNED BY A LICENSED
STATE OF FLORIDA STRUCTURAL ENGINEER.
SIGNED AND SEALED CALCULATIONS SHALL BE
PROVIDED TO SUPPORT STRUCTURAL DESIGN.
IV
CO
a.
DocuSign Envelope ID: 7101048A-AB51-4871-8156-E4818D842DA8
• •
ALUMINUM PIPE GUARDRAIL PER
FOOT INDEX 870 (IF APPLICABLE)
REMOVE EXISTING SEAWALL CAP AS NEW 38' WOE x 16' DEEP CONCRETE SEAWALL CAP
REQUIRED TO CONSTRUCT NEW WALL WTH (5) 1.5 CONTINUOUS BARS T&B & 40.3 CLOSED
TIES O 12' O.C. AND (4) N3 CLOSED TIES O 4' O.C.
0 EACH SIDE OF EACH PILE. VERIFY CAP EINFORCING
PROVIDE N8 HOOKED DOWEL DRILL BY STRUCTURAL CALCULATIONS.
& EPDXY 12' MIN. INTO KING PILE A WIDER PILE CAP REQUIRES CITY APPROVAL
38' MAX
EXTEND PILE STRAND 8'wN. ALL EXPOSED EDGES TO BE I.
15' MIN. INTO CAP 1 ;, , CHAMFER
(SEE ELEVATIONS NOTE 3 ON 12-1) T.O. PROPOSED CAP \ c ill
if . Y
• ) lit : :: • e
� Ems.
•
/, , .,,,,7,c),,, Nt,,,../-.\c,g(- 7),/ x..._)„
Y___
12 7 ,�-. -)c,
�t
MHW� EXISTING SEAWALL, IF PRESENT.
EL..�tAVO 88 • / ACTUAL CONDI DONS WALL VARY
2 MLW,� ----
11 EL=_-. _NAVO 88�
r / NEW SEAWALL PANEL PLACED IN
NEW PRECAST Co CRETE / FRONT OF EXISTING WALL SEE
REINFORCING DETAIL ON 12-9
:o• • AD PAN 2
/
WHERE WAVE ACTION OR SWIFT CURRENTS ��^
ARE ANTICIPATED PLACE FOOT RUBBLE 11// --_ -` V`
RIP—RAP (BANK AND SHORE) ON 2:1 SLOPE
APPROX. TO CONTROL EROSION. PLACEMENT —Z—
it*
— / ,l—.
OF RUBBLE RIP—RAP MUST BE IN • IL-- '
COMPUANCE WITH ALL PERMITS. t
NEW 14'x14' PRECAST KING PILE AT • /, i A -- ti
10'-0' O.C. H 12' MIN. a �___.J
WIT
EMBEDMENT INTO FIRM MATERIAL ! \ x § 4,,. `,
PILES TO HAVE A 25 TON CAPACITY J _
T-0 BERM ( n� l ;,� ---.`'`_ - -.1', 1 9 �� '
•
NEW 14'x14' PRECAST BATTER PILE --
ADI. TO KING PILE AT 10'-0' O.0 ` •
FOR GAPS BETWEEN EXISTING AND
NEW SEAWALL GREATER THAN
WITH 1^' MIN. EMBEDMENT INTO FIRM FILL WITH PA *57 STONE.
CAPACITYMATERIAL PILES TO HAVE A 25 TON \ \ /' 6—INCHES,FOR SMALLER GAPS, FILL VAIN CLEAN
,1,` // SAND PER SOIL NOTE 2 ON 12-1.
APPROX. FACE OF
1�/1 EXISTING WALL PARTIALLY
FAILING AND ROTATING
% \ :�;r f
i
\
I ' \`
z /'� 1,
` NOTES:
ZIT 1. FOR RETAINED FILL NOT TO EXCEED
14'—OB DEPTH.
2. MINIMUM STANDARDS ARE DEPICTED
? ABOVE. STRUCTURE SHALL BE
DESIGNED BY A LICENSED STATE OF
FLORIDA STRUCTURAL ENGINEER.
I SIGNED AND SEALED CALCULATIONS
§, SHALL BE PROVIDED TO SUPPORT
aA SECTION STRUCTURAL DESIGN.
1 12-6 NTS -- --
i 4.6.
5
w
iiil APPROVED REVISED TI TL F
5VI
MIAMIBEAC H 0412020 CONCRETE PANEL
PUBLIC WORKS DEPARTMENT SEAWALL - 14' MAX. DEPTH 12-7
(.1 1 TW CONVENTION CENTER OHNE.MIAMI BEACH.FL.33134 SECTION •
DocuSign Envelope ID: (101048A-AB51-4B71-8150-E4818DB42DA8
4" y 5„ 5"
F
N
••
•
•
•
•
•
•
• 7
0
H
• X U
W
I w
•
o_
in
#5 HORIZ a
BARS 06" • • --_ —
O.C.
• #5 VERT
BARS @12"
• O.C.
•
•
5"0t A
(TYP.)
9, FOR 1O'-(Y' 0/C KING PILES, VERIFY FIELD CONDITION AND
FABRICATE PANELS T SHORTER THAN ACTUAL KING
PILE ti TO : SPACING
PANEL ELEVATION
N.T.S.
I NOTES:
I. VERIFY PANEL THICKNESS AND REINFORCING BY STRUCTURAL CALCULATIONS.
2. #5 VERTICAL BARS EXTEND 12" MIN. BEND PER SECTION DETAIL AFTER PANELS ARE IN PLACE. —_
3. FOR RETAINED FILL NOT TO EXCEED 14'-0" DEPTH.
4. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED
STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE
PROVIDED TO SUPPORT STRUCTURAL DESIGN.
M!AMI BEACH wPROVF� RF 042020 CONCRETE
„ F CONCRETE PANEL
PUBLIC WORKS DEPARTMENT SEAWALL - 14 MAX. DEPTH 12-8
,]UOGONVLNT1ONCENTER DRIVE.MIAMiBFAGH,Fl33139 STANDARD PANEL ELEVATION
DocuSign Envelope ID: 7101048A-AB51-4B71-8150-E4818DB42DA8
A
2'-O° MIN. 1 24-INCH MAX _ -_ 2'-0" MIN.
PIPE DIAMETER
I I I I -,.t
_ICAP. REBAR NOT
' I I I I I _ /SHOWN FOR CLARITY
tri
o a
°I — 1— O I rt
L.,1
2
ee
w
o #4112, FW --j I I I I #5 ® 24-IN MAX. E/W EPDXY
wDOWELS, EMBEDDED 7-IN. ENDS
Li
I o o SHALL BE HOOKED 6-IN.
I I I I FROM BOTTOMIN OFNDRCI
LI_
LAHOLECE
l� TO OPPOSITE FACE OF PANEL
z� I- fi rt -I
a --UTILITY PIPE
Z� — o� o Io
lw
N a IAOF\ IBNO
---##4 111. AROUND
OPENING
II I I I I _CONCRETE FACE
0
I
N °I _ $ _ I_ # 4 _i°
-ADDITIONAL #4
#4 HORIZONTAL BARS TO
BE FIELD BENT (TYP.)---
g
z
J PRECAST CONC.
PANEL
1 PIPE PENETRATION ELEVATION
a
N.T.S.
: NOTES:
11. ADJUST THE DOWEL LOCATIONS AS NEEDED TO AVOID CONTACTING ANY REBAR. IF THE DRILL BIT CONTACTS
§ THE REBAR, DRILLING SHALL STOP, THE HOLE SHALL BE FILLED WITH NON-SHRINK GROUT AND THE HOLE
SHALL BE RELOCATED. CONTRACTOR SHALL USE NONDESTRUCTIVE MEANS TO FIELD LOCATE REBAR.
2. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF
FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT -
b STRUCTURAL DESIGN.4
.3. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION.
0
APPROVED REVISED TITLE
5
MIAMI BEACH 042020 CONCRETE PANEL SEAWALL
PUBLIC WORKS DEPARTMENT PIPE PENETRATION ELEVATION 2_9
es 1Tal C.ONVf NT1ON CENTER DRIVE,MIAM'.REACF,F 133131
4
DocuSign Envelope ID: 1101048A-A1351-48/1-815C-E4818DB42DA8
CONC. CAP REBAR NOT
#5 024-IN MAX. E/W / SHOWN FOR CLARITY
EPDXY DOWELS, EMBEDDED
7-IN. ENDS SHALL BE
HOOKED 6-IN. MAINTAIN •
2-IN MIN. CLEARANCE FROM
BOTTOM OF DRILL HOLE TO • PRECAST CONC.
OPPOSITE FACE OF PANEL �PANEL
11
UTILITY PIPE
#4®12, EW 1.I
WAI ER SIDE III LAND SIDE-/
CONCRETE FACE
Z SECTION
(A) N.T.S.
0
U,
NOTES:
m
1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED
STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE
PROVIDED TO SUPPORT STRUCTURAL DESIGN.
2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION.
5
APPROVED 02o F
MIAMIBEACH 0p
CONCRETE PANEL SEAWALL
12-10 2_10
PUBLIC WORKS DEPARTMENT PIPE PENETRATION SECTION
1700 CONVEHIION CENTER DRIVE,IMAM BEACH,EI 33139
4
DocuSign Envelope ID: 7101048A-AB51-41311-8150-E4818DB42DA8
•
GENERAL:
1. THE NOTES ON THIS SHEET APPLY TO THE STEEL SHEET PILE WITH CONCRETE PILE STANDARD DETAILS.
2. THESE STANDARD DETAILS ASSUME A MAXIMUM HORIZONTAL DEFLECTION OF 3-INCHES OF THE SEAWALL, BASED ON
SECTION 3.13.3 OF THE 2020 FDOT STRUCTURES DESIGN GUIDELINES.
SOIL AND WATER PARAMETERS:
1. EXCAVATED DEPTH: 10-FT, MAXIMUM FROM TOP OF LANDSIDE SOIL TO TOP OF WATERSIDE SOIL/MUDLINE.
2. SOIL PROPERTIES ASSUMED LANDWARD AND WATERWARD OF WALL; FROM TOP OF RETAINED SOIL TO BELOW
CONCRETE PILES:
a. SAND WITHOUT EXCESSIVE ORGANICS NOR CLAY
b. yl = 110 PCF (BULK DENSITY)
c. yl'= 66 PCF (SUBMERGED DENSITY)
d. C = 0 PSF (COHESION)
e. 0 = 30' (ANGLE OF INTERNAL FRICTION)
3. WATER ELEVATIONS:
a. ACTIVE WATER PRESSURE ELEVATION: 1,-6"BELOW LANDSIDE GRADE, ASSUMING WEEP HOLES INSTALLED AT
APPROXIMATELY 10'-0"O.C. THE WEEP HOLES SHALL NOT ALLOW THE EROSION/LOSS OF LANDSIDE SOIL.
b. PASSIVE WATER PRESSURE ELEVATION: MEAN LOW WATER EL., ASSUMED TO BE -2.63 NAVD 88.
LOADS:
1. LANDSIDE LIVE LOAD SURCHARGE: 200 PSF
STEEL SHEET PILE AND COATING:
1. SHEET PILE SECTION IN THIS STANDARD ASSUMED TO BE EITHER NZ 14 (DOMESTIC-MADE) OR AZ 14-770
(FOREIGN-MADE). IF A DIFFERENT SECTION IS USED, THE SPACING OF THE PILES (MULTIPLE OF SECTION WIDTH) AND
THE CAP WIDTH (BASED ON SECTION 'h') NEED TO BE RE-DESIGNED.
2. SHEET PILE SHALL BE ASTM A 572 GR 50 STEEL.
3. MINIMUM STEEL THICKNESS OF SHEET PILE SHALL BE 3/8-INCH.
4. SHEET PILE SHALL BE SURFACE PREPPED AND COATED WITH THE FOLLOWING SYSTEM IN ITS ENTIRETY, FRONT AND
BACK. THE SURFACE PREPARATION SHALL FOLLOW MANUFACTURER RECOMMENDATIONS FOR SURFACES TO BE
IMMERSED IN SEA WATER:
a. COAT 1: INORGANIC ZINC-RICH COATING 2.5 - 4.0 MIL DFT
b. COAT 2: COAL TAR EPDXY 8.0 -10.0 MIL DFT
c. COAT 3: COAL TAR EPDXY 8.0 -10.0 MIL DFT
5. COATING REPAIR PLAN SHALL BE PROVIDED BY THE COATING MANUFACTURER, SUBMITTED AND APPROVED PRIOR TO
SHEET PILE INSTALLATION. COATING REPAIR SHALL PROVIDE AN AS-GOOD OR BETTER COATING SYSTEM COMPARED
TO THE SHOP-APPLIED COATING SYSTEM.
PRECAST PRESTRESSED CONCRETE PILES:
1. PRECAST PRESTRESSED CONCRETE PILES SHALL BE SQUARE 14'X14" OR 16'X16'. CONCRETE SHALL HAVE MINIMUM
5,000 PSI 28-DAY COMPRESSIVE STRENGTH. PILES SHALL HAVE (12) i�-INCH 270 KSI LOW-LAX STRANDS WI ryi
2-1/2 INCHES MINIMUM CONCRETE COVER OVER TIES. PILE EMBEDMENT IS SHOWN ON DRAWING AND IS BASED ON
SOIL PROPERTIES DESCRIBED HEREIN.
1• CAST IN PLACE REINFORCED CONCRETE.
1. ALL CONCRETE (EXCEPT PRECAST PILES) SHALL HAVE A W/C RATIO BETWEEN 0.39 AND 0.42 AND ATTAIN A
MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4,500 PSI. SIX (6) CONCRETE CYLINDERS SHALL BE TAKEN FOR EACH
• 50 CY AND SHALL BE TESTED AT 3, 7 AND 28--DAYS. SLUMP, FOR CONCRETE CONTAINING SUPERPLASTICIZER,
SHALL BE 7-INCHES +/- 1.5-INCHES. ALL CONCRETE MUST BE PLACED WITHIN 90-MINUTES OF BATCH TIME AND
VIBRATED PER ACI MANUAL OF CONCRETE PRACTICE. TEMPERATURE OF CONCRETE AT TIME OF PLACEMENT SHALL BE
BETWEEN 75' AND 95'.
g 2. REBAR SHALL CONFORM TO ASTM A615 GRADE 60. ALL BAR LAPS SHALL BE 48 BAR DIAMETERS MINIMUM.
PLACEMENT OF REBAR SHALL CONFORM TO THE LATEST ACI MANUAL OF STANDARD PRACTICE CODES UNLESS
OTHERWISE NOTED. ALL REINFORCING STEEL SHALL BE FROM DOMESTIC MILLS AND SHALL HAVE THE
MANUFACTURERS MILL MARKING ROLLED INTO THE BAR WHICH SHALL INDICATE THE PRODUCER, SIZE, TYPE AND
GRADE.
IS APPROVi C% RFVISFO TITtF
MIAMI BEACH 042020 STEEL SHEET PILE WITH CONCRETE
1 2-1 1
PUBLIC WORKS DEPARTMENT PILE NOTES
e 1700GONVINIION CEN,EN DRIVE,MIAMI tltAt'H,
JocuSign Envelope IL): 1101048A-AB51-4B71-815G-E4818DB42DA8
•
A WATER SIDE-/
2-1 --EXPANSION JOINT 2 PRESTRESSED CONCRETE
W30'-4" MAX. — BATTERED PILE CO EA.
PANEL
----/V---
/ \ imPli ,e---
/ \ / /
T . ,_T. 3_, i i T. T� .._I► T _ .
\-----
L -CONC. CAP. REBAR NOT LAND SIDE -- STEEL SHEET PILL 5/8"x4"NELSON STUD OR
SHOWN FOR CLARITY EQUAL (TYP.)
1 WALL DETAIL
N.T.S
EXPANSION JOINT FILLER. ADHERE
TO ONE SIDE OF CONCRETE ONLY
WITH WATERSTOP ADHESIVE111 -
N
G
ill
• pig
• 1' OM
ALL REBAR NOT SHOWN.
- li-• `- - 1 •
SEE SECTION FOR REBAR
1
T . .-i T._ ..
. . ` lo i - f STEEL SHEET PILE
-
1 SEALANT ALL AROUND NON-LIQUID BOND BREAKER
O EXPOSED JOINT BETWEEN JOINT SEAL AND
EXPANSION MATERIAL
0 3/4" CHAMFER
1 (TYP. ALL EDGES)
2 EXPANSION JOINT
m
N.T.S.
s
NOTE: rr
1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED e�
1 STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE
PROVIDED TO SUPPORT STRUCTURAL DESIGN.
n
APPROVED o:VITIED TITIF. STEEL SHEET PILE WITH
AMIBFACH 0,20
CONCRETE PILE SEAWALL 1 2-1 2
PUBLIC WORKS DEPARTMENT
. ITV CONVENTION CENTER DRIVE MIAMI REACH C MIR WALL D ETA I LS ,
DocuSign Envelope ID: 7101048A-AB51-4B 71-815U-E4818DB42DA8
•
5/8"x4"NELSON STUD OR
EQUAL (TPP.)
#7@6" MAX. ALL AROUND,
EXCEPT BOTTOM AS SHOWN
W #4@10" MAX.
(SEE TABLE)
CUT HOLE THROUGH SHEET
0 EACH STIRRUP PROPOSED GRADE
r t. w • • • 1 6" BELOW T/CAP
o [
in X N - • `
1 • r I -1/. •• t COMPACTED / CONSTI
6" CLEAN SAND
EXCAV/
PRESTRESSED CONC. MIN. w (SEE NOTES)1
BATTERED PILE 0 EA. / / (VARIE`
PANEL. EXTEND PILE v m Z Cn
w STRANDS 15" MIN `' I / - 0 0
<Z INTO CAP - 1 7
o D it
5 - I / N w 0
N\ ' m
CL 0 12 • GEOTEXTILE
O O _J
1 re a
- '61\ CIIV fi MHW _ 7 1 -i 1 I z
O ei
EL=— NAVD 88 N
0 o 0
rMLW 1 1
�EL.=____NAVD 88 1 -0. I #57 STONE
JET FILLER OR EQUAL MIN.
@ EVERY 410 SHEET.
ALL PARTS AND
FASTENERS SHALL BE I
T316SS---
,c--- - --RUBBLE BANK AND
SEABEMUDLINE i,I SHORE PROTECTION
4i z J` ...,1-1--,,
Z J �"FEEL SHEET PILE
w
��a aim
•a H F—co-
(...40
m w w m w 11
Ow =5w
OwII �LJU)
L t —- 1 SHEET PILE TIP. EL.
(SEE TABLE)
e)A SECTION
2--1 N.T.S.
S
g DESIGN PARAMETERS TABLE
EXCAVATED DEPTH SHEET PILE CONC. PILE SIZE W2 CONC. PILE EMBED3 SHEET PILE EMBED4
(FT) SECTION (IN) (FT-IN) (FT) (FT)
cl NZ 14 OR - 14 3'-1" 25 11
10 AZ 14-770 16 3'-3" 21 11
c TABLE FOOTNOTES:
1 1. EXCAVATED DEPTH IS MEASURED FROM T/PROPOSED GRADE TO (/SEABED OR MUDLINE.
2. W IS THE CAP WIDTH AS SHOWN IN THE DRAWINGS.
§ 3. CONC. PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO B/CONCRETE PILE.
4. SHEET PILE EMBED IS THE VERTICAL DISTANCE FROM THE T/SEABED TO 8/CONCRETE PILE. ;`
5. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED _ k
1 STATE OF FLORIDA STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE
5 PROVIDED TO SUPPORT STRUCTURAL DESIGN.
■
APPROVED REVISED lift STEEL SHEET PILE WITH
MIAMI BEACH Paolo _ CONCRETE PILE SEAWALL
WA12-13
PUBLIC WORKS DEPARTMENT C
1710 wNVLN��(JN CENTER DRIVE.WWI BLACK 71.T1139 -
1J8 LL SECTION
4
DocuSign Envelope ID:7101048A-AB51-4671-815C-E4818DB42DA8
AI
War4
3'-0" MIN. VARIES PER 3'-0" MIN.
PIPE DIA
I I I II CONC. CAP. REBAR NOT
II I I I - f SHOWN FOR CLARITY
p
a I fi I _t I
La
a
— I
7I_ .I— _I_ 4 _i
Lu
w I
Ci- 14012, EW I 0 I
1 ° I o- l 5/8"x4
cn WELDED TO NELSON FACE OF STUD TO BE
Lu
STEEL
R SHEET PILES AT 17' O.C. ALONG
> I o I I WATERWARD FACE OF SHEETS
(ALONG INNER AND OUTER
W I____ t -r „—„I CORRUGATION)
•<L..
a_ o , 0 UTILITY PIPE
Z - 1- 4 _k -I- 4 -
�w
`�d j4 TIE AROUND
E. O I ° I
OPENING
Z
o I I o I I o I —CONCRETE FACE
13
IN
1
f4 HORIZONTAL BARS TO I I ADDITIONAL #4
BE FIELD BENT (TYP.)
f I I
J SILO_ SHEET PILE
INTERLOCK (TYP.)
PIPE PENETRATION ELEVATION
N.T.S.
r
NOTES:.
1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A UCENSED STATE OF FLORIDA
STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN.
2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION.
MIAMI BEACH N3'R°VED 'SED TIT1E STEEL SHEET PILE WITH
PUBLIC WORKS DEPARTMENT CONCRETE PILE SEAWALL PIPE 12-14
a M, CE .�. .�,� • PENETRATION ELEVATION
DocuSign Lnvelope ID: 7101048A-AB51-413!1-8150-L4818DB42DA8
•
CONC. CAP REBAR AND SHEAR
5/8 x4"NELSON STUD TO BE I f STUDS NO1 SHOWN FOR CLARITY
WELDED TO FACE OF STEEL
SHEET PILES AT 17' D.C.
ALONG WATERWARD FACE OF
SHEETS (ALONG INNER AND • i
OUTER CORRUGATION) • I STEEL SHEET PILE
r� I MP.)
--UTILITY PIPE
I I
X4®12, EW —1.1:r1J
—WATER SIDE LAND SIDE-/
CONCRETE FACE 61 I
6°
SECTION
N T.S.
NOTES:
1. MINIMUM STANDARDS ARE DEPICTED ABOVE. STRUCTURE SHALL BE DESIGNED BY A LICENSED STATE OF FLORIDA
STRUCTURAL ENGINEER. SIGNED AND SEALED CALCULATIONS SHALL BE PROVIDED TO SUPPORT STRUCTURAL DESIGN.
2. USE OF THIS DETAIL MUST BE APPROVED BY ALL AGENCIES HAVING JURISDICTION.
T.
5
MIAMI BEACH
APPROVED
°°�°D TIT LL STEEL SHEET PILE WITH
E CONCRETE PILE SEAWALL PIPE 12-15
PUBLIC WORKS DEPARTMENT
700 M.F„rw,4CF�RDRIVE.IRAN RFACM PENETRATION SECTION
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
APPENDIX D
M I AM 1 B E AC H
Post Award Forms
DocuSign Envelope ID: 1101048A-AB51-413!1-815C-E4818DB42DA8
MIAMIBEACH
FORM OF PERFORMANCE BOND
BY THIS BOND, We , as Principal,
hereinafter called Contractor , and , as Surety, are bound
to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of
Dollars ($ ) for the payment whereof Contractor
and Surety bind themselves,their heirs, executors,administrators,successors and assigns,jointly
and severally.
WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract
No.: , awarded the day of , 20 , with City
which Contract Documents are by reference incorporated herein and made a part hereof, and
specifically include provision for liquidated damages, and other damages identified, and for the
purposes of this Bond are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND is that if Contractor:
1. Performs the Contract between Contractor and City for construction of
, the Contract being made a
part of this Bond by reference, at the times and in the manner prescribed in the Contract;
and
2. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including
appellate proceedings, that City sustains as a result of default by Contractor under the
Contract; and
3. Performs the guarantee of all work and materials furnished under the Contract for the time
specified in the Contract; then THIS BOND IS VOID, OTHERWISE IT REMAINS IN FULL
FORCE AND EFFECT.
Whenever Contractor shall be, and declared by City to be, in default under the Contract,
City having performed City obligations thereunder, the Surety may promptly remedy the
default, or shall promptly:
3.1. Complete the Project in accordance with the terms and conditions of the Contract
Documents; or
3.2. Obtain a bid or bids for completing the Project in accordance with the terms and
conditions of the Contract Documents, and upon determination by Surety of the
lowest responsible Bidder, or, if City elects, upon determination by City and
Surety jointly of the lowest responsible Bidder, arrange for a contract between
such Bidder and City, and make available as work progresses (even though
there should be a default or a succession of defaults under the Contract
DocuSign Envelope ID: 7101048A-AB51-4671-815C-E4818DB42DA8
FORM OF PERFORMANCE BOND (Continued)
or Contracts of completion arranged under this paragraph) sufficient funds to pay
the cost of completion less the balance of the Contract Price; but not exceeding,
including other costs and damages for which the Surety may be liable hereunder,
the amount set forth in the first paragraph hereof. The term "balance of the
Contract Price," as used in this paragraph, shall mean the total amount payable
by City to Contractor under the Contract and any amendments thereto, less the
amount properly paid by City to Contractor.
No right of action shall accrue on this bond to or for the use of any person or corporation
other than City named herein.
The Surety hereby waives notice of and agrees that any changes in or under the Contract
Documents and compliance or noncompliance with any formalities connected with the
Contract or the changes does not affect Surety's obligation under this Bond.
Signed and sealed this day of . 20
WITNESSES:
(Name of Corporation)
Secretary By:
(Signature)
(CORPORATE SEAL)
(Print Name and Title)
IN THE PRESENCE OF: INSURANCE COMPANY:
—_.—
By:
Agent and Attorney-in-Fact
Address:
(Street)
(City/State/Zip Code)
Telephone No.:
4
DocuSign Envelope ID: 7101048A-AB51-41371-8150-E4818DB42DA8
FORM OF PAYMENT BOND
BY THIS BOND, We , as Principal,
hereinafter called Contractor , and , as Surety, are bound
to the City of Miami Beach, Florida, as Obligee, hereinafter called City, in the amount of
Dollars ($ ) for the payment whereof
Contractor and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally.
WHEREAS, Contractor has by written agreement entered into a Contract, Bid/Contract
No.: , awarded the day of , 20 , with City
which Contract Documents are by reference incorporated herein and made a part hereof, and
specifically include provision for liquidated damages, and other damages identified, and for the
purposes of this Bond are hereafter referred to as the "Contract";
THE CONDITION OF THIS BOND is that if Contractor:
1. Pays City all losses, liquidated damages, expenses, costs and attorney's fees including
appellate proceedings, that City sustains because of default by Contractor under the
Contract; and
2. Promptly makes payments to all claimants as defined by Florida Statute 255.05(1) for all
labor, materials and supplies used directly or indirectly by Contractor in the performance
of the Contract;
THEN CONTRACTOR'S OBLIGATION SHALL BE VOID; OTHERWISE, IT SHALL
REMAIN IN FULL FORCE AND EFFECT SUBJECT, HOWEVER, TO THE FOLLOWING
CONDITIONS:
2.1. A claimant, except a laborer, who is not in privity with Contractor and who has
not received payment for its labor, materials, or supplies shall, within forty-five
(45) days after beginning to furnish labor, materials, or supplies for the
prosecution of the work, furnish to Contractor a notice that he intends to look to
the bond for protection.
2.2. A claimant who is not in privity with Contractor and who has not received payment
for its labor, materials, or supplies shall, within ninety(90)days after performance
of the labor or after complete delivery of the materials or supplies, deliver to
Contractor and to the Surety, written notice of the performance of the labor or
delivery of the materials or supplies and of the nonpayment.
2.3. No action for the labor, materials, or supplies may be instituted against Contractor
or the Surety unless the notices stated under the preceding conditions (2.1) and
(2.2) have been given.
2.4. Any action under this Bond must be instituted in accordance with the Notice and
Time Limitations provisions prescribed in Section 255.05(2), Florida Statutes.
Docusign Envelope ID: 7101048A-AB51-4671-815C-E4818DB42DA8
The Surety hereby waives notice of and agrees that any changes in or under the Contract
Documents and compliance or noncompliance with any formalities connected with the
Contract or the changes does not affect the Surety's obligation under this Bond.
Signed and sealed this day of _ , 20
Contractor
ATTEST:
(Name of Corporation)
By:
(Secretary) (Signature)
(Corporate Seal) — (Print Name and Title)
day of , 20
IN THE PRESENCE OF: INSURANCE COMPANY:
By:
Agent and Attorney-in-Fact
Address:
(Street)
(City/State/Zip Code)
Telephone No.:
4
DocuSign Envelope ID: (101048A-AB51-4871-815G-E4818DB42DA8
CERTIFICATE AS TO CORPORATE PRINCIPAL
, certify that I am the Secretary of
the corporation named as Principal in the foregoing Performance and Payment Bond
(Performance Bond and Payment Bond); that , who signed the
Bond(s) on behalf of the Principal, was then _ of said corporation; that I know
his/her signature; and his/her signature thereto is genuine; and that said Bond(s)was (were) duly
signed, sealed and attested to on behalf of said corporation by authority of its governing body.
(SEAL)
Secretary (on behalf of)
Corporation
STATE OF FLORIDA
SS
COUNTY OF MIAMI-DADE )
Before me, a Notary Public duly commissioned, qualified and acting personally, appeared
to me well known, who being by me first duly
sworn upon oath says that he/she has been authorized to execute the foregoing Performance
and Payment Bond (Performance Bond and Payment Bond) on behalf of Contractor named
therein in favor of City.
Subscribed and Sworn to before me this day of
20
My commission expires:
Notary Public, State of Florida at Large
Bonded by
Docusign Envelope ID: 7101048A-AB51-4871-815C-E4818DB42DA8
PERFORMANCE AND PAYMENT BOND FORM
UNCONDITIONAL LETTER OF CREDIT:
Date of Issue
Issuing Bank's No.
Beneficiary: Applicant:
City of Miami Beach Amount:
1700 Convention Center Drive in United States Funds
Miami Beach, Florida 33139
Expiry:
(Date)
Bid/Contract Number
We hereby authorize you to draw on
(Bank, Issuer name)
at _ by order
(branch address)
of and for the account of
(contractor, applicant, customer)
up to an aggregate amount, in United States Funds, of available by your
drafts at sight, accompanied by:
1. A signed statement from the City Manager or his authorized designee, that the drawing is
due to default in performance of certain obligations on the part
(contractor, applicant, customer) agreed upon by and between the City of Miami Beach,
Florida and (contractor), pursuant to the
(applicant, customer) Bid/Contract No. for (name of project)
and Section 255.05, Florida Statutes.
Drafts must be drawn and negotiated not later than
(expiration date)
Drafts must bear the clause: "Drawn under Letter of Credit No. (Number),
of (Bank name) dated
This Letter of Credit shall be renewed for successive periods of one (1) year each unless we
provide the City of Miami Beach with written notice of our intent to terminate the credit herein
extended, which notice must be provided at least thirty (30) days prior to the expiration date of
the original term hereof or any renewed one (1)year term. Notification to the City that this Letter
of Credit will expire prior to performance of the contractor's obligations will be deemed a default.
This Letter of Credit sets forth in full the terms of our undertaking, and such undertaking shall not
in any way be modified, or amplified by reference to any documents, instrument, or agreement
referred to herein or to which this Letter of Credit is referred or this Letter of Credit relates, and
DocuSign Envelope ID: 7101048A-A851-4871-815C-E4818DB42DA8
any such reference shall not be deemed to incorporate herein by reference any document,
instrument, or agreement.
We hereby agree with the drawers, endorsers, and bona fide holders of all drafts drawn under
and in compliance with the terms of this credit that such drafts will be duly honored upon
presentation to the drawee.
Obligations under this Letter of Credit shall be released one(1)year after the Final Completion of
the Project by the
(contractor, applicant, customer)
This Credit is subject to the "Uniform Customs and Practice for Documentary Credits,"
International Chamber of Commerce (1993 revision), Publication No. 500 and to the provisions of
Florida law. If a conflict between the Uniform Customs and Practice for Documentary Credits and
Florida law should arise, Florida law shall prevail. If a conflict between the law of another state
or country and Florida law should arise, Florida law shall prevail.
Authorized Signature
4
DocuSign Envelope ID: 7101048A-A851-4B71-815C-E4818DB42DA8
CERTIFICATE OF SUBSTANTIAL COMPLETION:
PROJECT: Consultant:
(name, address)
BID/CONTRACT NUMBER:
TO (City): Contractor :
CONTRACT FOR:
NOTICE TO PROCEED DATE:
DATE OF ISSUANCE:
PROJECT OR DESIGNATED PORTION SHALL INCLUDE:
The Work performed under this Contract has been reviewed and found to be substantially
complete and all documents required to be submitted by Contractor under the Contract
Documents have been received and accepted. The Date of Substantial Completion of the Project
or portion thereof designated above is hereby established as which is also the date of
commencement of applicable warranties required by the Contract Documents, except as stated
below.
DEFINITION OF DATE OF SUBSTANTIAL COMPLETION
The Date of Substantial Completion of the Work or portion thereof
designated by City is the date certified by Consultant when all
conditions and requirements of permits and regulatory agencies
have been satisfied and the Work, is sufficiently complete in
accordance with the Contract Documents, so the Project is
available for beneficial occupancy by City. A Certificate of
Occupancy must be issued for Substantial Completion to be
achieved, however, the issuance of a Certificate of Occupancy or
the date thereof are not to be determinative of the achievement or
date of Substantial Completion.
A list of items to be completed or corrected, prepared by Consultant and approved by City, is
attached hereto. The failure to include any items on such list does not alter the responsibility of
Contractor to complete all work in accordance with the Contract Documents. The date of
commencement of warranties for items on the attached list will be the date of final payment unless
otherwise agreed in writing.
Consultant BY DATE
DocuSign Envelope ID: 1101048A-AB51-4B/1-815GE4818DB42DA8
In accordance with Section 2.2 of the Contract, Contractor will complete or correct the work on
the list of items attached hereto within from the above Date of
Substantial Completion.
Consultant BY DATE
City, through the Contract Administrator, accepts the Work or portion thereof designated by City
as substantially complete and will assume full possession thereof at
(time) on (date).
City of Miami Beach, Florida
By Contract Administrator Date
The responsibilities of City and Contractor for security, maintenance, heat, utilities, damage to the
work and insurance shall be as follows:
1
DocuSign Envelope ID: (101048A-AB51-41311-8150-E4818DB42DA8
FINAL CERTIFICATE OF PAYMENT;
PROJECT: Consultant:
(name, address)
BID/CONTRACT NUMBER:
TO (City): Contractor:
CONTRACT FOR:
NOTICE TO PROCEED DATE:
DATE OF ISSUANCE:
All conditions or requirements of any permits or regulatory agencies have been satisfied. The
documents required by Section 5.2 of the Contract, and the final bill of materials, if required, have
been received and accepted. The Work required by the Contract Documents has been reviewed
and the undersigned certifies that the Work, including minor corrective work, has been completed
in accordance with the provision of the Contract Documents and is accepted under the terms and
conditions thereof.
Consultant BY DATE
City, through the Contract Administrator, accepts the work as fully complete and will assume full
possession thereof at
(time)
(date)
City of Miami Beach, Florida
By Contract Administrator Date
DocoSign Lnvelope ID: 7101048A-AB51-4B71-8150-t4818DB42DA8
FORM OF FINAL RECEIPT:
[The following form will be used to show receipt of final payment for this Contract.]
FINAL RECEIPT FOR CONTRACT NO.
Received this day of , 20 , from City of
Miami Beach, Florida, the sum of Dollars
($ ) as full and final payment to Contractor for all work and materials for the
Project described as:
This sum includes full and final payment for all extra work and material and all incidentals.
Contractor hereby indemnifies and releases City from all liens and claims whatsoever
arising out of the Contract and Project.
Contractor hereby certifies that all persons doing work upon or furnishing materials or
supplies for the Project have been paid in full. In lieu of this certification regarding payment for
work, materials and supplies, Contractor may submit a consent of surety to final payment in a
form satisfactory to City.
Contractor further certifies that all taxes imposed by Chapter 212, Florida Statutes (Sales
and Use Tax Act), as amended, have been paid and discharged.
[If incorporated sign below.]
Contractor
ATTEST:
(Name of Corporation)
By:
(Secretary) (Signature)
(Corporate Seal) (Print Name and Title)
day of , 20 [If not
incorporated sign below.]
Contractor
WITNESSES:
(Name of Firm)
By:
(Signature)
(Print Name and Title)
day of , 20 .
DocuSign Envelope ID:7101048A-AB51-4671-815C-E4818DB42DA8
ATTACHMENT C
SUNBIZ& PROPOSAL RESPONSE TO ITB
r
DocuSign Envelope ID:7101048A-Ab51-4871-815C-E4818DB42DA8
8/25/2020 Detail by FEIIEIN Number
DIVISION OF CORPORATIONS
41114C
D!`/►;;F,A1 Of
m .r .org J,,PJ_1�`rftfC flj
____------/__---------4%.„------4%.„ mr ufflr fJ Jute of Fluillu wvinisr
Department of State / Division of Corporations / Search Records / Seaich by_FEI/EiN Number /
Detail by FEI/EIN Number
Florida Profit Corporation
KEARNS CONSTRUCTION COMPANY
Filing Information
Document Number P01000015810
FEIIEIN Number 77-0615005
Date Filed 02/12/2001
State FL
Status ACTIVE
Last Event REINSTATEMENT
Event Date Filed 10/11/2018
Principal Address
2550 SOUTH BAYSHORE DR,
SUITE 206B
MIAMI, FL 33133
Changed: 12/18/2018
Mailing Address
2550 SOUTH BAYSHORE DR,
SUITE 206B
MIAMI, FL 33133
Changed: 12/18/2018
Registered Agent Name&Address
KUVIN, LOWELL J
17 EAST FLAGLER
STE 223
MIAMI, FL 33131
Name Changed: 10/10/2016
Address Changed:05/23/2011
Officer/Director Detail
Name&Address ---- b--
Title CEO
KEARNS, CHARLES S
search.sunbiz.org/I nquiry/CorporationSearch/SearchResultDetai Pinquirytype=FeiNumber&directionType=Initial&searchNameOrder=770615005P0100... 113
DocuSign Envelope ID:7101048A-A651-4871-8150-E4818D642DA8
8/25/2020 Detail by FEI/EIN Number
41U I CSKHU/iINLH NVCINUC
COCONUT GROVE, FL 33133
Title CFO
KEARNS, JOHN Will
4101 BRAGANZA AVENUE
COCONUT GROVE, FL 33133
Title COO
SULLIVAN,JAMES BJR
22550 SW 147 AVE
MIAMI, FL 33170
Annual Reports
Report Year Filed Date
2018 10/11/2018
2019 04/23/2019
2020 06/29/2020
Document Image.
06/29/2020-ANNUAL REPORT View image in PDF format
04/23/2019-ANNUAL REPORT View image in PDF format
10/11/2018-REINSTATEMENT View image in PDF format I
02/24/2017-ANNUAL REPORT View image in PDF format
10/10/2016-REINSTATEMENT --
View image In PDF format I
01/09/2015-ANNUAL REPORT View image in PDF format j
03/24/2014--ANNUAL REPORT View image in PDF format
01/15/2013-ANNUAL REPORT View image in PDF format
02/14/2012-ANNUAL REPORT View image in PDF format
05/23/2011-ANNUAL REPORT View image in PDF format
04/26/2011-ANNUAL REPORT View image in PDF format
09/30/2010-REINSTATEMENT View image in PDF format
03/23/2009-ANNUAL REPORT View image in PDF format
07/09/2008-ANNUAL REPORT View image in PDF format
05/01/2007-ANNUAL REPORT View image in PDF format
04/27/2006-ANNUAL REPORT View image in PDF format I
04/29/2005-ANNUAL REPORT View image in PDF format
07/20/2004-ANNUAL REPORT View image in PDF format
02/02/2004-ANNUAL REPORT View image in PDF format
10/20/2003-REINSTATEMENT View image in PDF format
02/27/2002-ANNUAL REPOBI View image in PDF format
12/17/2001 -Reg.Agent Change View image in PDF format J
02/12/2001--Domestic Profit View image in PDF format `
search.sunbiz.org/Inquiry/CorparationSearch/Search ResultDetail?inquirytype=FeiNumber&directionType=Initial&searchNameOrder-770615005P0100. 2/3
DocuSign Envelope ID:7101048A-AB51-4871-815C-E4818DB42DA8
8/25/2020 Detail by FEI/EIN Number
aorwa UfpLrTlOflt•r uwis
Com"
search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=FeiNumber&directionType=1 nitial&searchNameOrder=-770615005P0100.. 3/3
DocuSign Envelope ID: 7101048A-A851-41371-815C-E4818L)B42DA8
BID SUBMITTAL QUESTIONNAIRE --- CONSTRUCTION
SECTION 1 - BID CERTIFICATION
This certification/questionnaire is REQUIRED and must be fully completed and submitted electronically.
Soticitation No: Solicitation Title:
2020-125-AY CONTINUING SERVICES (AS NEEDED) FOR THE CONSTRUCTION OF
SEAWALLS CITYWIDE
BIDDER'S NAME:KEARNS CONSTRUCTION COMPANY
NO.OF YEARS IN BUSINESS'19 NO.OF YEARS IN BUSINESS LOCALLY:19 NO.OF EMPLOYEES'40
OTHER NAME(S)BIDDER HAS OPERATED UNDER IN THE LAST 10 YEARS:NIA
BIDDER PRIMARY ADDRESS(HEADQUARTERS):2550 SOUTH BAYSHORE DRIVE STE 206B
CITY.MIAMI
STATE:FL ZIP CODE:33133
TELEPHONE NO.:3054610310
TOLL FREE NO.'N/A
FAX NO.:3054611892
BIDDER LOCAL ADDRESS'2550 SOUTH BAYSHORE DRIVE STE 2068
CITY:MIAMI
STATE:FL ZIP CODE:33133
PRIMARY ACCOUNT REPRESENTATIVE FOR THIS ENGAGEMENT:JOHN KFARNS
ACCOUNT REP TELEPHONE NO.:3054610310
ACCOUNT REP TOLL FREE NO.:N/A
ACCOUNT REP EMAIL.JKEARNS@KEARNSCONSTRUCT1ON.COM
FEDERAL TAX IDENTIFICATION NO.:770615005
By virtue of submitting a bid,bidder agrees:a)to complete and unconditional acceptance of the terms and conditions of this document,inclusive of this solicitation, all
specifications, attachments,exhibits and appendices and the contents of any Addenda released hereto, b)to be bound,at a minimum, to any and all specifications.
terms and conditions contained herein or Addenda:c)that the bidder has not divulged,discussed, or compared the proposal with other bidders and has not colluded
with any other bidder or party to any other bid;d)that bidder acknowledges that all information contained herein is part of the public domain as defined by the State of
Florida Sunshine and Public Records Laws; e)the bidder agrees if this bid is accepted, to execute an appropriate City of Miami Beach document for the purpose of
establishing a formal contractual relationship between the bidder and the City of Miami Beach, Florida,for the performance of all requirements to which the bid pertains;
and f)that all responses,data and information contained in the bid submittal are true and accurate.
The individual named below affirms that s/he:is a principal of the applicant duly authorized to execute this questionnaire,and that the contents of said documents)are
complete,true,and correct to the best of his/her knowledge and belief,
Name of Bidders Authorized Representative: Title of Bidder's Authorized Representative:
JOHN KEARNS CFO
DocuSign Envelope ID: 7101048A-AB51-4B71-8150-E4818DB42DA8
SECTION 2 - ACKNOWLEDGEMENT OF ADDENDUM
After issuance of solicitation, the City may release one or more addendum to the solicitation, which may provide additional information to
bidders or alter solicitation requirements. The City will strive to reach every bidder having received solicitation through the City's e-
procurement system. However, bidders are solely responsible for assuring they have received any and all addendum issued pursuant to
solicitation. This Acknowledgement of Addendum section certifies that the bidder has received all addendum released by the City pursuant
to this solicitation. Failure to obtain and acknowledge receipt of all addenda may result in proposal disqualification.
Enter Initial to Enter Initial to Enter Initial to
Confirm Confirm Confirm Receipt
Receipt Receipt
JK Addendum 1 Addendum 6 Addendum 11
JK Addendum 2 Addendum 7 Addendum 12
JK Addendum 3 Addendum 8 Addendum 13
Addendum 4 _ Addendum 9 Addendum 14
Addendum 5 _ Addendum 10 Addendum 15
If additional confirmation of addendum is required, submit under separate cover.
SECTION 3- QUESTIONNAIRE
1. Provide the names of each owner (stockholder, sole proprietor, and partner), director, or officer of the company, below. Submit additional
names on a separate sheet if required.
Owner Ownership percentage Directorship/Office type
CHARLES KEARNS 80% DIRECTOR
JOHN KEARNS 10% OFFICER
JAMES"BROCK"SULLIVAN 10% OFFICER
2. Provide at least three(3)references of work similar in size and nature as the work referenced in solicitation.
Project No. 2020-125-AY
Project Title CONTINUING SERVICES(AS NEEDED)FOR THE CONSTRUCTION OF SEAWALLS CITYWIDE
Reference No.1
Firm Name PLAZA EQUITY PARTNERS
Contact Individual Name and Title: ED BEC, CONSTRUCTION MANAGER
Address: 1ST SE 3RD AVENUE STE 2110
MIAMI.FL 33131
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
Telephone:3054543214
Contact's Email:EBEC@PLAZA-GROUP.COM
Narrative on Scope of Services Provided:
KEARNS CONSTRUCTION COMPANY COMPLETED A $7 MILLION MARINA FOR PLAZA EQUITY PARTNERS IN 2016. THIS
PROJECT INCLUDED 220 LF OF SHEET PILE SEWALL AND 110 LF OF CONCRETE PANEL SEAWALL. THIS PROJECT
INCLUDED 114 BOAT SLIPS.
Reference No.2
Firm Name: PRIME MARINA
Contact Individual Name and Title:JOSE HEVIA, MANAGING PARTNER
Address:2550 S BAYSHORE DR STE 208
MIAMI,FL 33133
Telephone:3057104302
Contact's Email:JHEVIA@PRIMEMARINA.COM
Narrative on Scope of Services Provided:
IN 2018 KEARNS CONSTRUCTION COMPANY COMPLETED THE$7.5 MILLION HURRICANE IRMA REPAIR/REPLACEMENT OF
THE MONTY'S MARINA AT THE GROVE. THIS PROJECT INCLUDED 500 LF OF NEW SHEET PILE SEAWALL AND 200 LF OF
CONCRETE PANEL SEAWALL.
Reference No.3
Firm Name:BCC ENGINEERING
Contact Individual Name and Title:CHRISTIAN AQUINO, ENGINEER
Address:6401 SW 87TH AVE STE 200
MIAMI, FL 33173
Telephone:7868970824
Contact's Email:CAQUINO@BCCENG.COM
Narrative on Scope of Services Provided:
IN 2018,KEARNS CONSTRUCTION COMPANY COMPLETED A$1.2 MILLION SHEET PILE SEAWALL FOR THE CITY OF MIAMI
BEACH.TIME COMBI WALL SHEET PILE PROJECT WAS FOR THE CITY'S FLEET MANAGEMENT.
Additional Reference
Firm Name:OCEAN CONSULTING
Contact Individual Name and Title:KIRK LOFGREN, PRESIDENT
DocuSign Envelope IL): (101048A-AB51-4B/1-8150-L4818DB42DA8
Address: 340 MINORA AVENUE
CORAL GABLES,FL 33134
Telephone:3059219344
Contact's Email: KIRK@OCEANCONSULTING.COM
Narrative on Scope of Services Provided:
IN 2016 KEARNS CONSTRUCTION COMPANY ADDED 200 LF OF CONCRETE PANEL SEAWALL AND MODIFIED AN EXISTING
300 LF OF CONCRETE PANEL SEAWALL FOR'THE BIG FISII/EDGE SEAWALL PROJECT.
3. Has the applicant company's construction license(s)been revoked during the last five(5)years?
OYES D NO
If yes,why?
4. Have any owners, directors, officers, or agents of the applicant company had a license revoked during the last five(5)years?
DYES D NO
If yes,why?
5. Is the applicant company currently barred by a governmental agency,from bidding work as a prime or subcontractor?
OYES D NO
If yes, state debarment period and the reason(s)for debarment?
6. Has a surety completed, or paid for completion, of a project on behalf of the applicant company,within the last five(5)years?
DYES D NO
If yes,why?
7. Has the applicant company or any of its owners, directors, officers, or agents been convicted of a crime or had a claim that was filed in a
court and mediated or arbitrated during the last five(5)years?
❑YES D NO
If yes,why?
8. Is an affiliate of the applicant company prequalified by the City of Miami Beach to bid on construction work?
OYES D NO
If yes, state the name of the affiliate?
9. Is the applicant company a parent, subsidiary, or holding company for another construction company?
OYES D NO t/
DocuSign Envelope ID: (101048A-AI351-4671-8150-E4818DB42DA8
If the answer is"yes," identify the company and type of relationship(s), below:
Company Type of affiliation(parent or subsidiary) Period of affiliation
10. Is an owner, director,officer, or agent of the applicant company affiliated with another company?
OYES D NO
If the answer is"yes," provide the following information for each individual and the affiliated company.
Individual's name Affiliated company's name Period of Type of affiliation(e.g.
affiliation officer. director, owner or
employee)
11. Is the applicant company currently the debtor in a bankruptcy case or file for bankruptcy during the last five(5)years?
OYES D NO
If yes, explain and attach,as applicable, the relevant case and court documents, including (but not limited to): the original petition, including the
case number and the date that the petition was filed; a copy of the bankruptcy court's discharge order, and any other document that ended
the case, if no discharge order was issued.
12. Has any owner, director, officer, or agent for the applicant company, or has any business organization in which any such person was an
owner, director, officer, or agent filed for or been discharged in bankruptcy within the past five(5) years?
OYES D NO
if yes,explain and attach a copy of the discharge order,order confirming plan and if a Corporate Chapter 7 case, a copy of the notice of
commencement.
13. Has any owner, director,officer, or agent of the applicant company owned or managed a construction company under any other name in the
last five(5)years?
DYES D NO
If yes,explain.
14. Has the applicant company been assessed or paid liquidated damages on any project during the past five(5)years, whether the project was
publicly or privately owned?
OYES D NO
If yes,explain.
15.Are there currently any liens, suits, or judgments of record pending against any owner, director, officer,or agent for the company that is
related to construction activities of a business organization?
DYES ❑ NO
DocuSign Envelope IL): 7101048A-A1351-4B71-815C-L4818DB42DA8
If yes, explain.
WORKERS'COMP CLAIM:LAST YEAR AN EMPLOYEE BROKE THREE FINGERS. THE EMPLOYEE HAS BEEN BACK TO WORK FOR THE
LAST TEN(10)MONTHS BUT FILED A CLAIM.
16. Has the applicant company or any of its owners,officers,or partners ever been convicted(criminal)or found liable (civil) for making either a
false claim or material misrepresentation to any public agency or entity?
DYES D NO
If yes, explain.
17. Has the applicant company or any of its owners, officers, or partners ever been convicted of any a federal or state crime?
DYES D NO
If yes,explain.
18. Is any officer, director, employee or agent, or immediate family member(spouse, parent, sibling, and child)of any officer, director, employee
or agent,an employee of the City of Miami Beach?
DYES D NO
If yes, state name,title and share of ownership
Name Title Share(%)of Ownership
19. Has the applicant, or any officer, director, employee or agent, contributed to the campaign either directly or indirectly, of a candidate who has
been elected to the office of Mayor or City Commissioner for the City of Miami Beach?
DYES EI NO
If yes,list name(first and last name)of individuals,occupation,amount and date:
First and Last Name Contributor Occupation Amount Date of Contribution
1
2
3
4
5
6
— —
7
8
9
20. Pursuant to City Ordinance No.2016-3990, the City shall not enter into a contract with a business unless the business represents that it does
not and will not engage in a boycott as defined in Section 2-375(a)of the City Code, including the blacklisting, divesting from, or otherwise
refusing to deal with a person or entity when such action is based on race, color, national origin, religion, sex, intersexuality, gender identity,
sexual orientation,marital or familial status, age or disability. Does the applicant agree to be comply with this prohibition?
OYES ❑NO
21. Is the applicant a small business concern owned and controlled by a veteran(s)(certified by the State of Florida Department of Management
Services or a service-disabled veteran business enterprise(certified by the United States Department of Veterans Affairs).
DYES D NO
Certifying Agency Certification Type
DocuSign Envelope ID: 7101048A-AB51-4B71-8150-E4818DB42DA8
22. Equal Benefits for Employees with Spouses and Employees with Domestic Partners, Purchases hereunder are subject to the requirements of
Equal Benefits for Domestic Partners Ordinance 2005-3494 that requires suppliers with more than 51 employees and City volume greater
than $100,000 to provide "Equal Benefits" to their employees with domestic partners, as they provide to employees with spouses. The
Ordinance applies to all employees of a supplier who works within the City limits of the City of Miami Beach, Florida; and the Contractor's
employees located in the United States, but outside of the City of Miami Beach limits, who are directly performing work on the contract within
the City of Miami Beach.
A Does the applicant provide or offer access to any benefits to employees with spouses or to spouses of employees?
DYES ❑NO
B. Does your company provide or offer access to any benefits to employees with(same or opposite sex)domestic partners"or to domestic partners of
employees?
DYES ❑NO
C. Please check all benefits that apply to your answers above and list in the"other'section any additional benefits not already specified.Note:some benefits are
provided to employees because they have a spouse or domestic partner, such as bereavement leave; other benefits are provided directly to the spouse or
domestic partner,such as medical insurance.
Company Provides Company Provides Company does not
for Employees with for Employees with
Provide Benefit
Benefit Spouses Domestic Partners
Health
Sick Leave X X _
Family Medical Leave X _ X
Bereavement Leave X X
23. Moratorium on Travel to and the Purchase of Goods or Services from North Carolina and Mississippi. Pursuant to Resolution 2016-29375, the
City of Miami Beach, Florida prohibits the purchase of goods or services sourced in North Carolina and Mississippi. Are any of the products
for which the applicant is seeking to be prequalified sourced in North Carolina or Mississippi?
OYES D NO
If yes,explain.
24. Financial Capacity. When requested by the City, each bidder shall arrange for Dun & Bradstreet to submit a Supplier Qualification
Report(SQR) directly to the City. No proposal will be considered without receipt, by the City, of the SQR directly from Dun & Bradstreet.
The cost of the preparation of the SQR shall be the responsibility of the bidder.The bidder shall request the SQR report from D&B at:
https:Us uppl ierportal.d nb.comfwebapp/wcs/stores/servletl$jjppl ierPortal?storetd=11696
Bidders are responsible for the accuracy of the information contained in its SQR. It is highly recommended that each bidder
review the information contained in its SQR for accuracy prior to submittal to the City and as early as possible in the solicitation
process. For assistance with any portion of the SQR submittal process,contact Dun&Bradstreet at 800-424-2495.
At time of request, bidder shall request that Dun & Bradstreet submit its Supplier Qualifier Report directly to the City, with bid or within
three(3)days of request.
DocuSign Envelope ID:7101048A-AB51-4671-815C-E4818DB42DA8
4"t%
DocuSign Envelope ID: 7101048A-AB51-4871-8150-84818DB42DA8
City of Miami Beach Bid 2020-125-AY
MIAAV, I B EIAC H PROCUREMENT DEPARTMENT
j1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
REVISED Bid Price Form
FAILURE TO SUBMIT THIS BID PRICE FORM FULLY COMPLETED AND EXECUTED ON OR
BEFORE THE DUE DATE FOR BIDS SHALL RENDER THE BID NON-RESPONSIVE AND BIDDER
SHALL RECEIVE NO FURTHER CONSIDERATION.
Bidder affirms that the TOTAL BID PRICES include the all-inclusive total cost for the work specified in this
bid, consisting of furnishing all materials, labor, equipment, supervision, mobilization, demobilization,
overhead and profit, insurance, permits, and taxes to complete the work to the full intent as shown or
indicated in the contract documents. Any or all alternates, if applicable, may be selected at the City's sole
discretion and based on funding availability. The city will not accept any revision to the total base bid sum,
divisions, line item totals, or add alternates, after the deadline for receipt of bids.
In the event of arithmetical errors between the division or item totals and the total base bid, the Bidder
agrees that the total base bid shall govern. I n the event of a discrepancy between the numerical total base
bid and the written total base bid,the written total base bid shall govern. In absence of totals submitted for
any division cost, the City shall interpret as no bid for the division, which may disqualify bidder.
The allowance items that have been delineated below shall be used only upon the City's discretion, as
needed. In the event that the item of work is not conducted or only a portion of the estimated allowance is
used the Bidder understands that the balance of the cost shall be returned to the Cit .
Total
Item Description Quantity U!M Unit Cost (Quantity X Unit Cost)
Mobilization and Demobilization 0'-70' $ OCC
�
1 tgi,oc $
1 Max Length. 1 _ LS IVU, -
Mobilization and Demobilization 71'- $ 12.6I ott0 $ r/c Q
2 250' Max Length. - 1 LS _
Mobilization and Demobilization
3 Greater than 250'Length. 1 LS $ t ''► Uvl $ tSd l ��
Furnish and Install Concrete Seawall $ $
Panel 10' Max-Depth-Section-(Y-70' 70 ()C1 14 ,St'4
4 Max Length 700
Furnish and Install Concrete Seawall $ $
Panel 10' Max Depth Section 71'-250' 260 (GI t5�
5 Max Length 2500 SF
Furnish and Install Concrete Seawall $ $
Panel 10' Max Depth Section Greater 388 (PC it 6. O0%
6 than 250' Length 3000 -
Furnish and Install Concrete Seawall $ $
Panel 14' Max Depth Section 0'-70' 70 '(S 5260Q
7 Max Length 700` SF
Furnish and Install Concrete Seawall $ $
Panel 14' Max Depth Section 71'-250' 260 j *ISO()
I.O
LF
8 Max Length 2500 __
Furnish and Install Concrete Seawall $ $
Panel '14' Max Depth Section Greater 308 (f. 1461000
LF
9 than 250' Length 3000 a
19 ADDENDUM NO.3
INVITATION TO BJ NO.2020-125-AY
E Continuing services for construction of seawalls
8/18/2020 6.38 AM p.93
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
City of Miami Beach Bid 2020-126-AY
M I A M I BEACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3+d Floor
Miami Beach,Florida 33139
www.miamibeachtgov
Total
Item Description Quantity U i M Unit Cost
Furnish and Install Steel Sheet Pile $ $
(NZ 14 or AZ 14-770)0'-70'Max 70 51 1 Z C 2 ct)
10 Length 2450 IF 1 `
Furnish and Install Steel Sheet Pile $ $
(NZ 14 or AZ 14-770)71-250'Max 260 1 III ' 7(. .
IF
11 Length , 8750 sE ,
Furnish and Install Steel Sheet Pile $ $
(NZ 14 or AZ 14-770)Greater than 300 y8 50 2 V(,
LF
12 250'Length 10500 _ SF '
Furnish and Install 12'x 12"King Pile $ $
for Concrete Seawall 10'Max Depth 86A1 11 31,000
13 Section 0'-70'Max Length 280 _ LE
Furnish and Install 12'x 12°King Pile $ $
for Concrete Seawall 10'Max Depth 26 sk 1 C61 et q i250
14 Section 71-250'Max Length 910
Furnish and Install 12°x 12'King Pile $ $
for Concrete Seawafi 10'Max Depth 34 I(il ) ! i S(C
15 Section Greater than 250'Length _ 1050 a
Furnish and Install 12°x 12°Batter $ $
File for Concrete Seawall 10'Max 8 )(RE ,3 2 C(..'(.
EA
16 Depth Section 0'-70'Max Length 200 g
Furnish and Install 12"x 12'Batter $ $
Pile for Concrete Seawall 10'Max 26 1 W (p (45,C 0
EA
17 Depth Section 71-250'Max Leath 654
Furnish and Install 12"x 12"Batter $ $
Pile for Concrete Seawall 10'Max 1 45 - l ui I S 1 C, ._
,
. DepttrSectiOri Greate 250E 34- ea
18 Length 750 i,
Furnish and Install 14°x 14°King Pile $ $
for Concrete Seawall 14'Max Depth 8 1q5 g 1 0(11,
EA
19 Section 0'-70'Max Length 200 LE '
Furnish and Install 14°x 14°King Pile
$ $
for Concrete Seawall 14'Max Depth 28 64 16i I I <P4 ,000
20 Section 71-250'Max Length 650
Furnish and Install 14"x 14°King Pile $ $
for Concrete Seawall 14'Max Depth 3l 11114 1L45,63k
EA
21 Section Greater than 250'Length 750 LE
Furnish and Install 14"x 14°Batter $ $
Pile for Concrete Seawall 14' Max 8 J 15 3t C 0 0
22 Depth Section 0'-70'Max Length 200 L
20IN0.3
INVITATION TO BD NO.2020-126-AY
Ccntnuiog union for eansN lion of eeawelis
8/18/2020 0:38 AM O.94
DocuSign Envelope ID: 7101048A-AB51-4871-8150-E4818DB42DA8
City of Miami Beach Bid 2020-125-AY
ME A J� A I B E AH C 1-1 PROCUREMENT DEPARTMENT
v I I\Y/` 1755 Meridian Avenue,3fd Floor
Miami Beach,Florida 33139
www.miamibeachft.gov
Total
Item Description Quantity U I M Unit Cost (Quantity X Unit Cost)
Furnish and Install 14"x 14"Batter $ $
Pile for Concrete Seawall 14' Max 26 1 i (7 1 O .
EA
23 Depth Section 71'-250'Max Leng i 650 LE
Furnish and Install 14'x 14"Batter $ $
Pile for Concrete Seawall 14' Max 1X(p t? i S(()
Depth Section Greater than 250' 34 EA
24 Length 750 LF
Furnish and Install 14"x 14'Batter $ _ $
i Pile for Steel Sheet Pile(NZ 14 or AZ 8 1`3 tEA q11 ( 60
25 14-770)0'-70' Max Length 280 LF
Furnish and Install 14"x 14"Batter $ $
Pile for Steel Sheet Pile(NZ 14 or AZ 26 !`'ll 14u, ZD(.
EA
26 14-770)71-250'Max Length 910 L _
Furnish and Install 14"x 14"Batter $ $
Pile for Steel Sheet Pile(NZ 14 or AZ 341- )c f(p7,2!i t)
EA
27 14-770) Greater than 250'Length 1050 L
." .p ..' $ $
- . - ' - '''. • A : At.
Furnish and Install 18"x 18'Batter
Pile for Steel Sheet Pile(NZ 14 or AZ 8 EA
28 14-770)0'-70'Max Length 280 LF
$ $
' 9„c '
(,
Furnish and Install 18"x 18'Batter ' , 1 "-100
Pile far Steel Sheet Pite-(NZ-14 or AZ- - EA --
29 14-770)71-250'Max Length 910 LF
$ $
Furnish and Install 18'x 18"Batter
Pile for Steel Sheet Pile(NZ 14 or AZ 39 €n
30 14-770)Greater than 250'Length 1050 LF
Furnish and Install Concrete Seawall $ $
Cap for 10' Max Depth Section 0'-70' "(-1( 60 ( CU.
3.1 Max Length 70 LF. ,
Furnish and Install Concrete Seawall $ $
Cap for 10' Max Depth Section 71'- 1& i Syr (,)C G
32 250'Max Length 250 iy
Furnish and Install Concrete Seawall $ $
Cap for 10'Max Depth Section 1)3 z-26 (,00
33 Greater than 250'Length 300 LF
21 I ADDENDUM NO.3
INVITATION TO Bt0 NO.2020-125-AY
Continuing services for oons6vetion of seawall _
----- —T
8)1612020 638 AM S 11 95
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
City of Miami Beach Bid 2020-125-AY
M I A M I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3ai Floor
Miami Beach,Florida 33139
www.miamibeachfLgov
Total
Item Description Quantity U / M Unit Cost (Quantity X Unit Cost)
Furnish and Install Concrete Seawall $ $
Cap for 14'Max Depth Section 0'-70' V-I ?, (1i C�0 r.
34 Max Le •th 70 IF '
Furnish and Install Concrete Seawall $ $
Cap for 14'Max Depth Section 71'- --NO I 6j5) U u 0
35 250'Max Length 2.50 lf
Furnish and Install Concrete Seawall $ $
Cap for 14'Max Depth Section .i(491 2 14)(CC;
36 Greater than 250' Len•th 300 >x
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/14"x 14' ,i Li ' /51 r 000
37 Batter Piles 0-70'Max Length 70 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/14"x 14" 16(, i (.1`i; VL I.)
38 Batter Piles 71'-250'Max Length 250 IF `
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/14"x 14" --1 Le) 1 C. 000
39 Batter Piles Greater than 250'Len•th 300 LF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/16"x 16' t ')..q 11 OOC.
40 _ Batter Piles 0'-70' Max Len•th 70 LF ' i
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/16"x 16" 41 b 0 n zc U00
41 Batter Piles 71'-250' Max Lenith 250 IF
Furnish and Install Concrete Seawall $ $
Cap for Steel Sheet Pile w/16"x 16"
-43- Batter Piles Gteaterthan�50'-ten.th 300 LF (Pi 2 C'�'r1
Furnish and Install Concrete Seawall 2 $ $
43 Outfall Pi•e Penetration i�1��U�, 3(1,t:OC)
Furnish and Install Steel Sheet Pile 2 $ t�S�JQ $ 1 CSC
44 Seawall Outfall Pi.e Penetration EA ,
44A Concrete Panel Knockout Area 1200 MI 9 y 10 ti (00C
Furnish and Install#57 Stone 0'-70' 20 $ 11--V-7 $ rJV
45 Max Len•th _ TONS
Furnish and Install#57 Stone 71-250' 75 $ ., 1 $ n '�{ ,;\
46 Max Le •th TONS t�`'"
Furnish and Install#57 Stone for 90 $ I u $ !4 (P C O
47 Greater than 250'Len•th TONS
Furnish and Install Rubble Rip Rap 0'- 20 $ 9 1)C $ LA UC:0
48 70' Max Length TONS
Furnish and Install Rubble Rip Rap 75 $ 1,..1 $ y f-.-)-0:��
49 71-250' Max Len•th TONS
22 ADDENDUM NO.3
INVITATION TO BID NO.2020.125•AY
Continuing services for construction of seawalls 4
I
8/18/2020 6:38 AM C,} P.96
DocuSign Envelope ID: I101048A-A1351-413/1-8156-E4818DB42DA8
City of Miami Beach Bid 2020-125-AY
tv'\ I A/\/\ I B EAC I-•I PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3d Floor
Miami Beach,Ronda 33139
www.miamibeachfl.gov
Total
Item Description Quantity U I M Unit Cost (Quantity-X_Unit_Cost)
Furnish and Install Rubble Rip Rap 90 $ l q 2 $ 1-I )(i.
50 Greater than 250' Length Tors ,
Furnish and Install Aluminum Pipe $ HO $ g�•
51 Guardrail 0'-70'Max Length 70 LF1
Furnish and Install Aluminum Pipe
$ j 28 .50,6&G
52 Guardrail 71'-250' Max Length 250 LF
Furnish and Install Aluminum Pipe $ $
Guardrail for Greater than 250' Max "IQ 2l f✓(d
53 Length 300 is
a
Removal of Existing Seawall Cap 0'- $ 3-6-0 $ i 11�QG
54 70'Max Length 70 LF
Removal of Existing Seawall Cap 71'- $ LSC) $ 5
55 250'Max Leath 250 I
Removal of Existing Seawall Cap for $
2s-0 $ '15 C
56 Greater than 250'Length 300 IF
Removal of Existing Seawall Footing $ t 5( $
57 0'-70'Max Length 70 LF C 151 t
-- .
Removal of Existing Seawall Footing $ 1St $ 31 L
58 71-250' Max Length 250 IF
Removal of Existing Seawall Footing $ 15(.! $ LISG`LL
59 for Greater than 250' Length 300 LF
Excavation and removal of soil $ $
iandside if necessary 0'-70'Max 0h 1 f (;
60 Length 100 cY
Excavation and removal of soil I $ $
--landside-if necessary 71-250'Max- — 350- — — 615 -) 250
61 , Length cY
Excavation and removal of soil $ /� $
landside if necessary for Greater than 430 ' 19 901450
62 250'Length cv `
Backfill Material(clean sand)0`-70' $ I $06 ,Or 0 GO
63 Max Length 100 cy .
Backfill Material(clean sand)71-250' 350 $ i oo $
64 Max Length cY 35,000
Backfill Material(clean sand)for 430 $ 01,,,t $ q Q (900
65 Greater than 250 Length CY
Restoration of disturbed area 0'-70 115 $ --) % $ gpoo
66 Max Length sY
Restoration of disturbed area 71-250' 415 $ i(,) $ �)
500
67 Max Length sY
23 i ADDENDUM NO.3
" INVITATION TOAD NO 2020-125-AY
Continuing services for construction of seawalls ,----(---
8/18/2020 6'38 AM C'-� p.97
JocuSign Envelope ID: 7101048A-AB51-4B71-8156-E4818DB42DA8
City of Miami each Bid 2020-125-AY
M I A M I B EAC H PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachU.gov
Total
Item Description Quantity U / M Unit Cost Quantity 7 uhlt cost!
Restoration of disturbed area Greater 500
68 than 250'Length sY �4�wu
As-Built/Record Drawings/togs 0'-70 $ $
69 Max Length 1 Ls t2- 000 a OW
As-Built/Record Drawings/logs 71'- $ `ki MO $ ILI 600
70 250'Max Length 1 Ls r
As-Built/Record Drawings/logs $ 0 $
01)0
71 Greater than 250'Length 1 is 1� _ (�
Sift fence and Turbidity barrier 0'-70 $ . $ l OD
72 Max Length — 140 T
LF t
Silt fence and Turbidity barrier 71'-250' $ $ 3 DOO
73 Max Length 500
Silt fence and Turbidity barrier Greater $ $
74 than 250' Length 600 LF
ALLOWANCE FOR COMPLIANCE
WITH TRENCH SAFETY ACT`(PER
75 PROJECT AS APPLICABLEL _ 10 EA $25.00 $250.00
'See Section 0100, Sub-section 12.
Bidder's Affirmation
The undersigned, as Bidder, declares that the only persons interested in this Bid are named herein; that
no other person has any interest in this Bid or in the Contract to which this Bid pertains; that this Bid is
made without connection or arrangement with any other person; and that this Bid is in every respect fair
and made in good faith,without collusion or fraud. The Bidder agrees,if its Bid is accepted,to execute an
appropriate City of Miami Beach document for the purpose of establishing a format contractual relationship
between the Bidder and the City of Miami Beach, Florida, for the performance of all requirements to which
the Bid pertains.
Bidder: :ilii ,_' • : ''y f I. i. 't ' tit 1\ 'fi 11 ).- 1
Authorized Agent Name: ,i-ovIn eQirns
Authorized Agent Title: cf(t
Authorized Agent Signature: 4 ve,d �.
24 I ADDENDUM N0.3
INVITATION TO BID NO.2020-125-AY ___� _. _
Continuing services for construction of seawalls
n
8/18/2020 6:38 AM 'e: p.98
U
0
C)
0
(/1
d Hor,,a rc_.5..a
'1 Ron DeSantis,Governor '�
...,,,-,f;
- �� ' = Halsey Beshears,Secretary
.:i i,„ j
os',4.-:
'''''x'- ,. - 7. STATE OF FLORIDA
ct
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
D
CONSTRUCTION INDUSTRY LICENSING BOARD
THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE
ct
PROVISIONS OF CHAPTER 489, FLOR ( STATUTES
''G - co
•
KEARNS, CHARLES SWANSON
KEARNS'CONSTRUCTION COMPANY?.
`AS vik 4101 BRAGANZA AVE lea&
%. MIAMI : '_� FL 3b3133
ir. ' •` f' I tWccc060194 I 1
EXPIRATION DATE: AUGUST 31, 2022
Always verify licenses online at MyFloridaLicense.com
CI = o
ll
- Do not alter this document in any form.
:." r311:i.. , !
Q�Y ♦. i` This is your license. It is unlawful for anyone other than the licensee to use this document. .
0
DocuSign Envelope ID: 7101048A-AB51-4B71-815C-E4818DB42DA8
KEARNS Qualifications
CONSTRUCTION CO•CGC 060194
Scope of Services
Kearns Construction is a Florida-based licensed general contractor with over 25 years of experience
providing heavy construction services to government and commercial clients always putting safety first.
As one of Florida's most respected contractors with a specialization in marine construction,we own the
modern equipment and know-how to successfully execute on all types of marine demolition and
removal,design & permitting,dock and piling work and all types of crane and barge work. We have
successfully executed large marine projects for the National Park Service, Port of Miami, Miami Dade
County,City of Miami and Private and Public Marinas.
Professional Licenses and Certifications Professional Insurance
• State Certified General Contractor(GC) Trinity Insurance
• Certified Crane Operators,Certified Riggers 4000 Hollywood Blvd.Suite 555-S
• Licensed Commercial Divers Hollywood, Florida 33021
Capabilities Bonding Capabilities
• Marine permitting and design Single range of$25,000,000
• Marine demolition and disposal of contaminated and Aggregate of$75,000,000
non-contaminated material Kearns Construction has the financial capacity
• Dredging and disposal to increase its bonding based on the nature
• Fixed and Floating dock construction and scope of work
• Repair,remove& replace and new construction of
concrete panel and steel sheet pile seawalls
• Bulkhead repair and restoration
• Crane barge work Point of Contact
• Concrete,wood and steel pile driving John Kearns, CFO and Chief Administrator
• Commercial diving Kearns Construction Company
• Channel markers and mooring fields Office Phone:(305)461-0310
• Derelict vessel removal and disposal Mobile Phone:(305)975-8878
• Environmental mitigation,sea grass restoration,artificial Email:jkearns@kearnsconstruction.com
reef construction, petroleum spill clean up
• Coffer dams and tremie seals
f
2550 S. Bayshore Dr., Ste 206B, Miami, FL 33133 v
Phone: (305)461-0310 j Fax: (305)461-1892
DocuSign Envelope ID:7101048A-AB51-4871-815C-E4818DB42DA8
KEARNS Qualifications
CONSTRUCTION CO•CGC 060194
Recent Projects
Marina Palms
17201 Biscayne Blvd. North Miami Beach,FL 33160
Performed dredging and installed sheet pile. Installed
fixed and floating docks for new 114 slip marina.
Date Completed:July 2015
Contract Value:$7,000,000
Ed Bec,Marina Palms Project Manager
Tel: 305-454-3214
Monty's on the Grove, Prime Marina
2550 S Bayshore Dr.Miami, FL 33133
Removed and replaced a 105-slip fixed dock marina and
installed 500'of sheet pile seawall.The project included
overwater utilities,dredging,and marine demolition.
Date Completed:January 2019
Contract Value:$6,200,000
Jose Hevia, Managing Partner
Tel: 305-710-4302
City of Key West—Turtle Kraals to
Conch Republic
1300 White St, Key West,FL 33040
Installed 174 LF footer wall along Turtle Kraals.
Demolition and replaced the concrete cap along the
Schooner Warf Seawall,and installed 330 LF of sheet
pile along the Conch Republic.This project included
electrical work and underwater repairs throughout.
Date Completed:January 2020
Contract Value:$1,700,000
Karen Olsen, Project Manager
Tel: 305-809-3803
2550 S. Bayshore Dr.,Ste 206B, Miami, FL 33133
Phone: (305)461-0310 I Fax: (305)461-1892
DocuSign Envelope ID: 7101048A-AB51-4B 71-815C-E4818DB42DA8
KEARIINS Qualifications
CONSTRUCTION CO•CGC 060194
Key Personnel
CHARLES S. KEARNS, GENERAL CONTRACTOR
RELEVANT EXPERIENCE
Kearns Construction Company Miami, FL 1994 Present
• Marine Project Superintendent for the installation of Bellingham Marine Concrete docks for the 2017
Miami International Boat Show. Marine demolition, pipe pile driving and assembly of the concrete
floating docks.
• Marine Project Superintendent for the Ocean Reef Bellingham Marine concrete floating docks(Phase I,80
concrete floating dock slips). Existing concrete dock demolition. Pipe pile driving and the assembly of
Bellingham Marine concrete floating docks.
• Marine Project Superintendent for the Ocean Reef Bellingham Marine concrete floating docks(Phase II,
110 concrete floating dock slips). Existing concrete dock demolition. Pipe pile driving and the assembly of
the Bellingham Marine concrete floating docks
• Marine Project Superintendent for Stock Island Marina Village in Key West,Florida(120 concrete floating
dock slips). Installed Bellingham Marine concrete floating docks,marine demolition,steel pipe pile
driving,wooden dock construction and marine dredging.
• Marine Project Superintendent for the demolition and installation for Bellingham Marine concrete
floating dingy docks at the Coral Reef Yacht Club, Miami, Florida.
• Marine Project Superintendent for the restoration of Bellingham Marine concrete floating docks. Beach
sand had shifted and undermined the existing concrete floating docks.The project required that the
existing floating dock be relocated and restored. The project also required significant dredging. This
project was completed for the City of Miami at the Dinner Key Marina.
• Marine Project Superintendent for the City of Miami's floating dock at Dinner Key Marina,Spoil Island E.
• Marine Project Superintendent at The Port of Miami Tunnel's marine excavation,underwater concrete
placement and pipe pile installation. This was a$5,000,000 project which includes marine excavation
(100,000 CY of dredging),tremie concrete placement and steel pile installation. The underwater concrete
work is the largest tremie slabs in North America.
• National Parks Service/Elliot Key—New 200'concrete service bridge
• Molasses Reef Marina,Key Largo Florida(Remove and replace existing 70 slip marina)
• South Miami Junior High—Second story bridge and elevators
CERTIFICATE/LICENSES
State of Florida General Contractor's License(CGC 060194)
2550 S. Bayshore Dr.,Ste 206B, Miami, FL 33133
Phone: (305)461-0310 I Fax: (305)461-1892
DocuSign Envelope ID: 7101048A-A851-4871-8156-E4818DB42DA8
KEARINS Qualifications
CONSTRUCTION CO•CGC 060194
JAMES "BROCK" SULLIVAN, SUPERINTENDENT
RELEVANT EXPERIENCE
Kearns Construction Company Miami, FL 1997-Present
• Marina Palms(new 116 slip marina with fixed and floating docks)
• National Parks Service/Elliot Key—Remove and replace 40 slip Marina fixed and concrete floating docks
• Key Biscayne Yacht Club(Mediterranean docks and Boat Ramp Docks)
• Key Biscayne Yacht Club(north dock—35 slips,floating docks,dredge and breakwater)
• Remove and Replace seawalls for the City of Miami Beach (Lincoln Road and Sunset Island)
• Artificial Reef for Port Miami Deep Dredge(1,873 reef balls)
• Artificial Reef for Flagstones Deep Water Mega Yacht Marina(2,400 reef balls)
• Coral Reef Yacht Club—Dredge
• Coral Reef Yacht Club—Finger Piers
• Rickenbacker Marina(800 LF sheet pile wall. Bridge for boat launch.New docks @ 200 slip marina.
• City of Miami Mooring Pile Replacement(2005—2016= 1,500 mooring piles)
• Miami Dade County Mooring Pile Replacement(2005—2016=500 mooring piles)
• Miami Coral Park—new cafeteria
• Seven(7)Don Pan Restaurants
• Monty's at Bayshore Landing—50,000 SF office renovation
• Moir Residence—3885 South Moorings Way, Miami(10,000 SF single family home)
• Reid Residence—4330 Douglas Road (9,000 SF addition Phase I, II,and II)
• Carlson Project(4,000 SF historic house renovation Phase I, II and III).
• Martha Ware Residence 6875 Granada Blvd,Coral Gables(8,000 SF home renovation)
• Maratha Ware Residence 6870 Granada Blvd,Coral Gables(8,500 SF home renovation)
• Mark Ware Residence 6858 Granada Blvd,Coral Gables(5,000 SF home renovation)
• Marine Project Superintendent for the demolition and installation of Bellingham Marine concrete float
docks. This project was for the City of Miami at Kennedy Park.
CERTIFICATE/LICENSES
CIC Certified Crane Operator
Certificate of Training: Basic Rigger and Signal Person
Notary Public
2550 S. Bayshore Dr.,Ste 206B, Miami, FL 33133
Phone: (305)461-0310 I Fax: (305) 461-1892
DocuSign Envelope ID: 1101048A-AB51-4871-815C-E4818DB42DA8
KEARNS Qualifications
CONSTRUCTION CO • CGC 060194
JOHN W. KEARNS, PROJECT MANAGER
EDUCATION/TRAINING
B.S. Degree in Building Construction
University of Florida
Gainesville, FL
RELEVANT EXPERIENCE
Kearns Construction Company Miami, FL 2000—Present
• Monty Marina
• Key Biscayne Yacht Club
• Ocean Reef
• Marina Palms
• Port of Miami Tunnel—Excavation and Tremie Pour
Salini Impregilo Construction company Italy/Miami,FL 1990-2000
• Contract Manager on a$900,000,000 U.S. Navy project.
• Project Manager for the People Mover(Brickell Extension)
• Senior Project Engineer on the$100,000,000 Federal Prison.
• Project Manager on a 6 story, 12,000,000-dollar Arquitectonica designed office building on Miami Beach.
• Qualifier for a$100,000,000 metro rail project.
• Technically responsible for the new concrete beams connecting Miami International Airport and Jackson
Hospital.
• Technically responsible for the$200,000,000 concrete beam project that connected Dolphin/Palmetto
highways. The concrete beam work was for Rizzani De Eccher, USA.
CERTIFICATE/LICENSES
State of Florida General Contractor's License
2550 S. Bayshore Dr.,Ste 206B, Miami, FL 33133
Phone: (305)461-0310 I Fax: (305)461-1892
DocuSign Envelope ID:7101048A-AB51-4B71-815C-E4818DB42DA8
ATTACHMENT D
INSURANCE REQUIREMENTS
DocuSign Envelope IL): 7101048A-A851-4871-8156-E4818UB42DA8
A I ^i\ A I B C E AC PROCUREMENT DEPARTMENT
\V/ \Y/, 1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
REVISED Insurance Requirements
TYPE 10 — CONSTRUCTION W/O DESIGN AND
PROFESSIONAL SERVICES
INSURANCE REQUIREMENTS
The Contractor shall maintain the below required insurance in effect prior to awarding the contract and for
the duration of the contract. The maintenance of proper insurance coverage is a material element of the
contract and failure to maintain or renew coverage may be treated as a material breach of the contract,
which could result in withholding of payments or termination of the contract.
A. Workers' Compensation Insurance, including USL&H and Jones Act Coverage, for all
employees of the Contractor as required by Florida Statute Chapter 440 and Employer
Liability Insurance with a limit of no less than $1,000,000 per accident for bodily injury or
disease. Should the Contractor be exempt from this Statute, the Contractor and each
employee shall hold the City harmless from any injury incurred during performance of the
Contract. The exempt contractor shall also submit (i) a written statement detailing the
number of employees and that they are not required to carry Workers' Compensation
insurance and do not anticipate hiring any additional employees during the term of this
contract or (ii) a copy of a Certificate of Exemption.
B. Commercial General Liability Insurance on an occurrence basis, including products and
completed operations, property damage, bodily injury and personal & advertising injury with
limits no less than $1,000,000 per occurrence. If a general aggregate limit applies, either
the general aggregate limit shall apply separately to this project or the general aggregate
limit shall be twice the required occurrence limit.
C. Automobile Liability Insurance covering any automobile, if Contractor has no owned
automobiles, then coverage for hired and non-owned automobiles, with limit no less than
$2,000,000 combined per accident for bodily injury and property damage.
D. Installation Floater Insurance against damage or destruction of the materials or equipment
in transit to, or stored on or off the Project Site, which is to be used (installed into a building
or structure) in the Project. (City of Miami Beach shall Named as a Loss Payee on this
policy. as its interest may appear. This policy shall remain in force until acceptance of the
project by the City.)
E. Umbrella Liability Insurance in an amount no less than $2,000,000 per occurrence. The
umbrella coverage must be as broad as the primary General Liability coverage.
F. Contractors' Pollution Legal Liability (if project involves environmental hazards), with limits
no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
Additional Insured -City of Miami Beach must be included by endorsement as an additional insured with
respect to all liability policies(except Professional Liability and Workers' Compensation)arising out of work
or operations performed on behalf of the contractor including_ materials, parts, or equipment furnished in
31 ADDENDUM NO.3 _
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
Docusign Envelope ID: 1101048A-AB51-4B 71-815C-E4818DB42DA8
M I AM I B EACH PROCUREMENT DEPARTMENT
1755 Meridian Avenue,3rd Floor
Miami Beach,Florida 33139
www.miamibeachfl.gov
connection with such work or operations and automobiles owned, leased, hired or borrowed in the form of
an endorsement to the contractor's insurance.
Notice of Cancellation - Each insurance policy required above shall provide that coverage shall not be
cancelled, except with notice to the City of Miami Beach c/o EXIGIS Insurance Compliance Services.
Waiver of Subrogation — Contractor agrees to obtain any endorsement that may be necessary to affect
the waiver of subrogation on the coverages required. However, this provision applies regardless of
whether the City has received a waiver of subrogation endorsement from the insurer.
Acceptability of Insurers — Insurance must be placed with insurers with a current A.M. Best rating of
A:VII or higher. If not rated, exceptions may be made for members of the Florida Insurance Funds (i.e.
FWCIGA, FAJUA). Carriers may also be considered if they are licensed and authorized to do insurance
business in the State of Florida.
Verification of Coverage — Contractor shall furnish the City with original certificates and amendatory
endorsements, or copies of the applicable insurance language, effecting coverage required by this
contract. All certificates and endorsements are to be received and approved by the City before work
commences. However, failure to obtain the required documents prior to the work beginning shall not waive
the Contractor's obligation to provide them. The City reserves the right to require complete, certified copies
of all required insurance policies, including endorsements, required by these specifications, at any time.
CERTIFICATE HOLDER MUST READ:
CITY OF MIAMI BEACH
c/o EXIGIS Insurance Compliance Services
P.O. Box 4668 —ECM #35050
New York, NY 10163-4668
Kindly submit all certificates of insurance, endorsements, exemption letters to our servicing agent, EXIGIS,
at:
Certificates-miamibeach( riskworks.corn
Special Risks or Circumstances - The City of Miami Beach reserves the right to modify these
requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other
special circumstances.
Compliance with the foregoing requirements shall not relieve the Contractor of his liability and obligation
under this section or under any other section of this agreement.
32 ADDENDUM NO.3
INVITATION TO BID NO.2020-125-AY
Continuing services for construction of seawalls
DocuSign Envelope ID:7101048A-A851-4B71-815C-E4818DB42DA8
John Kearns
From: Velez,Valerie <ValerieVelez@miamibeachfl.gov>
Sent: Thursday, November 5, 2020 4:18 PM
To: John Kearns
Cc: Gueimunde, Jorge
Subject: Contract for Execution: ITB 2020-125-AY Continuing Services for the Construction of
Seawalls Citywide
Attachments: Agreement ITB-2020-125-AY Continuing Services for the Construction of
Seawalls_Kearns - Form Approved.pdf; Supporting documents ITB-2020-125-AY
Continuing Services for the Construction of Seawalls.pdf
Importance: High
Good afternoon John,
Please find the attached contract for execution. Please date, sign and attest on Page 3 of the contract and return via e-
mail by Thursday, November 12, 2020. Please leave the date sections blank in the first page, for the City Clerk will fill
those in.
The supporting documents are in the separate attachment and don't need to be returned, only the contract file with
signature needs to be returned to us.
Thank you,
val
MIIAM11 BEACH
Valerie Velez, Procurement Contract Analyst
City of Miami Beach Procurement Department
1755 Meridian Avenue, 3t1 floor, Miami Beach, FL 33139
Tel: 305-673-7490 ext.26905
1