Project Closeout Agreement between CMB & Ric-Man Construction Florida, INC . I 6 2 CI - Z- 9 33 2
Exhibit 4
T
JAN 18 2024
THIS PROJECT CLOSEOUT AGREEMENT AND RELEASE (this "Agreement') is
entered into as of the day of -, 2023 by and between
C. (hereinafter referred to as "RMCF"), and the 1
ereina er referred to as the"City"). The parties hereto (the Parties agree
a
RECITALS
WHEREAS, RMCF and the City entered into that certain Contract (the "Contract") dated
October 1, 2019 pursuant to ITB 2019-231-KB for the project known as "Indian Creek (SR A1A)
Phase III - Roadway and Drainage Improvements from 25th to 41' Street (the "Project"), which
incorporated by reference, among other Contract Documents, the General Conditions for
Construction Contracts (version dated April 16, 2019) and the January 2017 edition of the Florida
Department of Transportation Standard Specifications for Road and Bridge Construction (the
"FDOT Specification"); and
WHEREAS, prior the Parties have amended the Contract pursuant to Change Order No.
1 dated July 21, 2020 and Change Order No. 2 dated April 15, 2021; and
WHEREAS, RMCF filed a Claim pursuant to Article 11 of the General Terms and
Conditions (as defined in the Contract) dated July 20, 2022 in the amount of$2,799,586.02; and
WHEREAS, the City disputed the vast majority of the items included in the Claim and
rendered a written decision to this effect to RMCF on or around March 8, 2023; and
WHEREAS, thereafter, on April 28, 2023, RMCF filed a legal action captioned Ric-Man
Construction Fla., Inc. v. City of Miami Beach, Fla., Case No. 2023-016016-CA-0, in the Circuit
Court of the Eleventh Judicial Circuit in and for Miami-Dade County, Florida (the "Action") to
pursue the Claim through the Circuit Court, and such Action remains pending between the Parties;
and
WHEREAS, the Parties are desirous of closing out the Project and, except as otherwise
expressly set forth herein, resolving all claims and disputes between themselves, on the terms
and conditions hereinafter set forth.
NOW, THEREFORE, in exchange for the good and valuable consideration more
particularly set forth herein, but without admission of any liability, fault or wrongdoing, the Parties
agree as follows:
1. Recitals. The above recitals are true and correct and are incorporated herein by this
reference. Capitalized terms used herein and not otherwise defined shall have the meanings
given to them in the Contract.
2. Representation. This Agreement is entered into voluntarily by the Parties who
stipulate and agree that they are under no duress or undue influence. The Parties represent that
in the execution of this Agreement, they had the opportunity to consult legal counsel of their own
selection with respect to the execution this Agreement.
Page 1 of 8
3. Terms. The Parties agree to close out the Project as of the Effective Date of this
Agreement and. in connection therewith, the Parties agree as follows:
a. The Parties acknowledge and agree that Substantial Completion was
reached on June 3. 2022 and Final Completion occurred on November 10, 2023.
b. Concurrently with the execution of this Agreement, the Parties will execute
Contingency Draw No. 12 ("CD 12")and Change Order#3 ("Change Order No. 3")to the Contract:
c. Within fifteen (15) business days of the full execution by the Parties of CD
12, Change Order No. 3 and this Agreement, as well as submission by RMCF of a final payment
application along with all required associated documentation, the City shall issue Final Payment
to RMCF in the amount of One Million Twenty-Five Thousand and 00/100 Dollars
($1,025,000.00)(the "Final Payment"). The documentation required with the final payment
application is the Consent of Surety, Final Waiver and Release of Lien and Change Order No. 3.
d. Within fifteen (15) business days of the full execution by the Parties of CD
12, Change Order No. 3 and this Agreement. RMCF shall dismiss the Action with prejudice, by
submitting the Joint Stipulation and Order of Dismissal With Prejudice to the Circuit Court, in the
same form as the document attached hereto and incorporated by reference as Exhibit A.
e. All warranties required by the Contract Documents shall run from July 1.
2022 for the entire duration required by the FDOT Specification. except that the asphalt warranty.
as governed by FDOT Specification Section 338, Value Added Asphalt Pavement. shall be 7-
years and shall run from November 10. 2023. RMCF shall submit a confirmation letter addressed
to the Florida Department of Transportation('`FOOT") substantially in the form attached as Exhibit
B. For the avoidance of doubt, (a) RMCF is providing a 7-year warranty in lieu of the 3-year
warranty stipulated in Section 338 as RMCF opted, with the FDOT's consent, to provide such
longer warranty in lieu of performing APA testing and (b) RMCF is and shall be the "Responsible
Party" for purposes of the asphalt warranty requirements in Section 338. A detailed schedule of
warranties required by the Contract Documents. including those required by the FDOT
Specification, reflecting, for each warranty, the work or equipment covered, the manufacturer of
the equipment, warranty commencement date and duration. the responsible party(ies) and
contact information, is attached hereto as Exhibit C and incorporated by reference. In the event
an RMCF subcontractor or vendor fails to provide the warranty coverage as specified in Exhibit
C, RMCF will provide the requested warranty coverage to the City. RMCF's provision of any such
warranty coverage is without prejudice for RMCF to pursue a claim against its subcontractor or
vendor.
4. Mutual Release. The Parties, for themselves and on behalf of their Consultants,
all Subcontractors, and all material suppliers at every tier, hereby remise, release, acquit and
forever discharge each other. their attorneys, representatives, officers, employees and agents
from any past, present and future claims, actions. causes of action, demands, rights, damages.
costs. losses. expenses, compensations and obligations which exist or which may hereafter
accrue, whether known or unknown, whether foreseen or unforeseen, whether matured or not
Page 2 of 8
mature, whether discovered or undiscovered, and the consequences thereof, having resulted,
resulting or to result from any or all of the following:
a. All matters related to the Contract and Project excepting any Excluded Claims;
b. All matters or disputes which have been or could have been alleged in the Action
and the Claim, including any compulsory counterclaim related to the Project, but
excepting any Excluded Claims;
c. Any representations made by either Party related to any and all matters or disputes
at issue in the Action (except for any such representations relating to any Excluded
Claims);
d. Any and all claims for attorney's fees (including paralegal fees) and costs in any
way related to the Action and the Claim; and
e. Any claim for liquidated damages after April 21, 2022 (i.e., the date for Substantial
Completion required pursuant to the Contract as amended by Change Order No. 3).
Notwithstanding anything to the contrary contained herein, the City does not remise, release,
acquit or discharge RMCF or otherwise waive (i)warranty claims, (ii) claims relating to or arising
from latent construction defects at the Project, or (iii) third-party claims related to personal injury
or third party claims related to property damage other than property damage to the Project.
Notwithstanding anything to the contrary contained herein, RMCF does not release the City's
Consultants for actions related to the City's reservations identified in subclauses (ii) and (iii)
above. Collectively the claims reserved by the City and RMCF in this paragraph are referred to
as the"Excluded Claims".
5. Warranty of No Assignment; Satisfaction of Third-Party Interests. RMCF
represents, warrants, and certifies that it has not in any manner assigned, pledged or otherwise
voluntarily or involuntarily disposed of or transferred to any person or entity any interest in any
claim(s), actions, causes of action, suits, damages, losses, judgments, executions, demands,
liabilities, obligations, responsibilities, liens, expenses, costs and attorney's fees raised in the
Action and/or referenced in this Agreement (collectively, "Damages and Losses"), and if any
person or entity has any interest in any such Damages and Losses, RMCF will fully satisfy and
discharge such person or entity's interests from the consideration payable by the City pursuant
to CD 12, Change Order No. 3 and this Agreement. RMCF will hold harmless and indemnify the
City from and for any and all actions, causes of action, damages and costs, including reasonable
attorneys' fees, incurred in defense of or in settlement of all actions, causes of action, suit or
suits, or demands, by any third party whose interest in any Damages and Losses is not fully
satisfied and discharged by RMCF.
6. No Admission of Liability. RMCF acknowledges and agrees that any payment
by the City pursuant to CD 12, Change Order No. 3 and/or this Agreement, and/or any other act,
representation, inaction or silence by the City is not to be construed as an admission of liability
Page 3 of 8
but is made to protect the interest of the City and to avoid further litigation and the expenses
thereof.
7. Effective Date. The Effective Date of this Agreement shall be the date upon
which the second Party to sign has affixed the signature of its representative to the Agreement
and delivered an executed copy to the other Party.
8. Entire Agreement. This Agreement constitutes the sole and entire agreement
between the Parties and supersedes all prior and contemporaneous statements, promises.
understandings or agreements, whether written or oral.
9 Amendments. This Agreement may be amended, modified or altered at any
time upon the approval of the Parties; however, any such amendment must be in writing and
signed by all Parties in order for such amendment to be of any force and effect.
10. Partial Invalidity. In the event that any provision of this Agreement is declared
by any court of competent jurisdiction or any administrative judge to be void or otherwise invalid,
all of the other terms. conditions and provisions of this Agreement shall remain in full force and
effect to the same extent as if that part declared void or invalid had never been incorporated in
the Agreement and in such form, the remainder of the Agreement shall continue to be binding
upon the Parties.
11. Applicable Law. This Agreement shall be subject to and governed by the laws
of the State of Florida. without regard to conflict of law rules.
12. Counterparts. This Agreement may be signed and executed in one or more
counterparts. each of which shall be deemed an original and all of which together shall constitute
one Agreement. Delivery of an executed counterpart of a signature page of this Agreement by
facsimile or email shall be effective as delivery of an originally executed counterpart of this
Agreement.
13. No Adverse Construction. The Parties acknowledge that this Agreement has
been prepared by each of them. In the event any part of this Agreement is found to be
ambiguous, such ambiguity shall not be construed against either of the Parties.
14. Further Acts. In addition to the acts recited in this Agreement, the Parties agree
to perform, or cause to be performed on the date of this Agreement. or thereafter, any and all
such further acts as may be reasonably necessary to consummate the transactions
contemplated hereby. Each of the Parties agrees that it will execute and deliver all such
documents and instruments as may be necessary and appropriate to effectuate the terms of this
Agreement.
15. Authority. Each person(s) executing this Agreement as an agent or in a
representative capacity further warrants that he or she is duly authorized to do so.
The Parties have executed this Agreement as of the date set forth below.
Page 4 of 8
IN WITNESS WHEREOF, the parties hereto have caused this Settlement Agreement
to be executed in their names by their duly authorized officials as of the date first set forth above.
ATTEST CITY OF MIAMI BEACH, FLORIDA
, _74
JAN 1 R 2024 6(44_
Rafael E. Granado, . Hudak
City Clerk C Manager
s
ATTEST: RIC-MAN CONSTRUCTION FLORIDA, INC.
Secretary (i,:,4 etiN.9/e ://,.)/ President
Daniel Mancini
Print Name Print Name
APPROVED AS TO
1*1
N\1 • 17 FORM&LANGUAGE
/ ` &FOR EXECUTION
K, �u O i i 12,2'2023
9q - AttWer Dote
'i •. Ate/
Page 5 of 8
A
t\ I ��, •\s i I B E AC F_i INDIAN CREEK ST. DRAINAGE
PROJECT NAME: IMPROVEMENTS- PHASE III
AlE CONSULTANT: Ribbeck Engineering, Inc.
CONTRACTOR: Ric-Man Construction Florida, Inc.
RPR/CEI: WSP USA, Inc.
CHANGE ORDER
NO. 3 DATE: 12-21-2023
You are hereby directed to make the following changes to the Contract Documents:
DESCRIPTION OF
CHANGE: This final project reconciliation Change Order No. 3(CO#3) is being issued to grant Ric-Man Construction
Florida, Inc. (RMCF)non-compensable Contract Time Extensions associated with additional work approved as
part of Requests for Contingency Draws(RCDs)and foul weather days, provide the City with a credit for all
remaining unbilled items, and to compensate for costs associated with project closeout.This Change Order is a
net credit to the project and is the final adjusting change oder to reconcile all the charges and close the project.
1. Non-compensable Contract Time Extensions
This Change Order Number 3 will grant RMCF a total of eighty two(82)non compensable calendar days of
which seventeen(17)calendar days are associated with weather days(Exhibit 1)and sixty five(65)
calendar days are associated with various Request for Contingency Draws(RCD)/Contingency Draws(CD)
(Exhibit 2) These additional days modify the Contractual Substantial Completion date to April 21,2022.
2. Contract Credit
Credit for all the remaining unbilled line items reflected in the Balance to Finish column of the Schedule of
Values in the amount of$2,464,769.10(Exhibit 3), inclusive of the remaining balance of the Owner's
Contingency in the amount of$ 1,400,414 91,as shown in line items 199 and 254 of the Schedule of
Values.
3. Negotiated Contract Final Payment/Closeout Amount 1
Negotiated Final Payment/Closeout Amount of$1,025,000.00, in accordance with Closeout Agreement
(Exhibit 4).
REASON FOR This Change Order is the final reconcilliation Change Order to reconcile the Contract Time,to make Final
CHANGE: Payment to Ric-Man and to close the Project. This Change Order results in a net credit to the City in the amount
of$1,439,769.10 based on the remaining Contract balance after the negotiated final closeout payment to Ric-
Man Construction of Florida(RMCF), and provides a total non-compensable Contract Time extension of 82
days
1. Non-Compensable Contract Time Extension
Foul Weather Days: 17 days(Exhibit 1)
Time extension resulting from RCD/CD: 65 days(Exhibit 2)
2. Contract Credit:($2,464,769.10)(Exhibit 3)
3. Negotiated Final Payment Closeout Amount$1,025,000.00(Exhibit 4)
Total contract change: net credit to the City in the amount of$1,439,769.10 and additional Contract time
of 82 non-compensable calendar days.
CLASSIFICATION: Credit,Other IF OTHER: Contract Time Extension
ATTACHMENTS:
1- Exhibit 1-Foul weather day log.
2- Exhibit 2—Contingency Draw log with schedule impact.
3- Exhibit 3-Schedule of Values(pay application#31) •
4� '. tti '.+ 0d FPrOjeCt CtctseWcut S
Page 1 of 2
CHANGE IN CONTRACT SUM CHANGE IN CONTRACT TIME
Original Contract Sum: $13,636,984.00 Original Contract Time to Substantial Completion: 594 DAYS
Net change by previously $5,884,859.00 Net change from previous Change Orders: 104 DAYS
authorized Change Orders:
Contract Sum prior to this Change $19,521,843.00 Contract Time to Substantial Completion prior to this 698 DAYS
Order: Change Order is:
Contract Sum will be
increased/decreased by this ($1,439,769.10) Contract Time will be increased/decreased by the 82 DAYS
Change Order in the amount of: following calendar days:
New Contract Sum including this $18,082,073.90 New Contract Time to Substantial Completion is: 780 DAYS
Change Order is:
II NO ADJUSTMENTS IS MADE,THE CONTRACT AMOUNT REMAINS UNCHANGED.
ADJUSTMENTS TO TIME FOR PERFORMANCE In connection with the change(s)noted in this document,CONTRACTOR'S TIME FOR PERFORMANCE REMAINS UNCHANGED
unless specifically noted herein.
This Change Order is being executed contemporaneously with Contingency Draw No.12)(CD 12)and the Project Closeout Agreement attached as Exhibit 4 hereto. Taken together,
Contingency Draw No.12 and this Change Order,together with all Exhibits,constitute an amendment to the Agreement between the Contractor and City. For the sake of convenience and
avoidance of any doubt,all references to"this Change Order"shall be deemed to include the terms and conditions set forth in all Exhibits.including without limitation.the Project Closeout
Agreement. The negotiated Final Payment/Closeout Amount and the adjustments to the Contract Time specified in this Change Order are the maximum monetary compensation and time
extension agreed to by both the City.and Contractor for this Change Order and the closeout of the Project Contractor attests that the Final Payment,Closeout Amount and adjustments to the
Contract Time provided in this Change Order are reasonable and constitute compensation in full for all matters set forth herein andior otherwise pertaining to the closeout of the Project.
• Accordingly,in consideration of the Final Payment and the extension of the Contact Time stipulated in this Change Order,Contractor hereby releases the City from all Claims the Contractor
now has or may ever have regarding the performance of the Work or the Project and further,the City and Contractor expressly agree to the terms set forth in the Project Closeout Agreement
I, attached as Exhibit 4 and executed contemporaneously herewith.This Change Order sets forth the entire agreement between the City and Contractor with respect to the subject matter herein.
4 No other agreements or modifications shall apply to this Change Order unless expressly provided herein,and all prior or contemporaneous understandings and discussions,whether written or
I verbal,regarding the subject matter hereof are entirely superseded by this Change Order. If there is any conflict between the terms and conditions of the Agreement and those set forth in this
i Change Order,the terms and conditions in this Change Order shall govern.
I
i
EXCEPT AS EXPRESSLY MODIFIED HEREIN,THE TERMS AND CONDITIONS OF THE CONTRACT DOCUMENTS REMAIN UNCHANGED.
ApprPvedlyy RPR/CEI: Approved by CIP Project Manager: Approved by CIP Division Director:
.„ // 12/29/23' L (2 ,21, r ( r.z.3
WSP USA,Inc. Date Can Dixon Date David A,Gome �1 a•y
Date
Approved by Engineer of Record: Approved bySenior Project Mana er: Approved
pp nj. j pe b CI Director:
Digitally"' signed by Mahe, `eR 4/ s 2 4
Maher I Maatiki Dae2 /'^(
DMc 2023.12191 a:3337-0500
Ribbeck Engineering,Inc. Date Mina Samadi,P E. Date David ,P. E. Da e
Approved by Contractor: Ap roved uty City M nager .,.ved b . M.nager:
i1 jz/13
is-Man Construction of Florida Date Eric Carpenter,P. D IV / .----
to Aline T.Hud• Date
,
.
'
i
i
I
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f, Page 2 of 2
Exhibit 1
miAAAIBEACH
Indian Creek (SR A1A) Phase III Imprvements form 25th St to
41st ST
Fould We th r D alay Log
Dates # Days
1.15.2020 1
5.05.2020 1
6 4 1
08 3 1
09 1
10.19.2020 1
10.21.2020 1
12.07 1
2.24.2021 1
6.24.2021 1
06.30.2021 1
07.12.21 1
10.25.2021 1
11.02.2021 1
01.05.2022 1
01.11.2022 1
03.15.2022 1
Total Days 17
Exhibit 2
MIAMIBEACH
Ci f Miami B ch, 1700 Convention Center Driv , Miami B ach, Flo ida 33139, www.miamib achfl.gov
OFFICE OF CAPITAL IMPROVEMENT PROJECTS
el: 305.673.7071
Indian Creek Flooding Mitigation Project Phase III- 25 to 41 Street
RMCF CMB Approved
Contiengency Requested Day Days Status Tot I Am un
TOTAL PROJEC C N INGEN Y 2,034,987.00
Approved Contingency Draws: CD Amount($)
Contingency Draw#1(RCDs 1,2,5) 0 0 CMB Approved
$ 51 385. 6
Contingency Draw# (RCD#10,3 ) 1 1 CMB Approved $ 16 5. 4
Contingency Draw#3(RCDs 18 24 and 25) 0 0 CMB Approved
$ 8,67
Contingency D 4(RCD#7,8,4 &4 ) 10 10 CMB Approved
$ 182,51 3
Contingency raw#5(R 16 &37 0 0 CMB Approved $ 8,562 0
Contingency raw#6( 9&52 5 5 CMB Approved $ 6, 01 8
Contingency raw#7(50,51,5 ,56 6 6 CMB Approved
$ 31, 87 52
Contingency raw#8(53,57,58,59&60 9 9 CMB Approved $ 68,768 50
Contingency raw#9(RC # 8,62,63&69 CMB Approved
$ 3 ,5261
Contingency raw#10(RC #75,79,83,85,86,87,88,93 13 11 CMB Approved $ 3,289 57
Contingency raw#11(RC 66,72,91,95,96,99,100,and 10 11 9 CMB Approved $ 100,228.91
Contingency raw#12(RC 97,102,103 10 10 CMB Approved
$ 37,967 36
Total RCDs- 69 65 $ 774,022. 4
CONTINGENCY B L ( fter CD#1 ) i 1 6 964.96
Exhibit 3
APPLICATION AND CERTIFICATE FOR PAYMENT
Indian Creek(SR A1A)Phase III Application No.: 31 Distribution to:
To Owner: City of Miami Beach Project. Imprvements form 25th St to 41st
ST Period To: 31-Oct-22 X Owner
From Contractor: Ric-Man Construction FL,Inc. Via Engineer. City of Maimi Beach Project No.: Ire 2019-231-KB X CEI-WSP
3100 SW 15th Street Purchase Order No.: TBD X Contractor
Deerfield Beach, FL 33442 Contract Date: 3/2/2020 X On-Site Admin Recorc
Sub Comp Date: 10/17/2021
Contract for: Indian Creek Phasee III Improvements
The undersigned Contractor certifies that to the best of the Contractor's
CONTRACTOR'S APPLICATION FOR PAYMENT knowledge, information and belief, the Work covered by this Application for
Payment has been completed in accordance with the Contract Documents,
Application is made for payment,as shown below,in connection with the Contract. that all amounts have been paid by the Contractor for Work for which previous
Continuation sheets are attached. Certificates of Payment were issued and payments received from the Owner,
and that current payment shown herein is now due.
1. ORIGINAL CONTRACT SUM $ 13,636,984.00 CONTRACTOR: Ric-Man Construction FL, Inc.
2. NET CHANGE BY FIELD CHANGE DIRECTIVE/CHANGE ORDER $ 5,884,859.00
3. CURRENT BID ITEM VALUE(Line 1 +/-Line 2) $ 19,521,843.00 By:
4. TOTAL EARNED COMPLETED TO DATE $ 17,057,073.91 Daniel LaCross Sr Project Manager
5. RETAINAGE: State of Florida
0%OF COMPLETED WORK $ - County of: Broward
Subscribed and sworn to before me this 14th day of November 2022
6. TOTAL EARNED LESS RETAINAGE/TOTAL RETAINAGE $ 17,057,073.91
(Line 4 less Line 5) Notary Public:
7. LESS PREVIOUS CERTIFICATES OF PAYMENT $ 16,715,932.43
(Line 6 from prior Certificate) My Commission expires:
8. CURRENT PAYMENT DUE $ 341,141.48
9. BALANCE TO FINISH, INCLUDING RETAINAGE $ 2,464,769.09 CEI CERTIFICATE FOR PAYMENT
In accordance with the Contract Documents, based on on-site observations
and the data comprising this application, the Engineer certifies to the Owner
that to the best of the Engineer's knowledge, information and belief, the Work
has progressed as indicated,the quality of the Work is in accordance with the
FIELD CHANGE DIRECTIVE/CHANGE ORDER SUMMARY ADDITIONS DEDUCTIONS Contract Documents, and the Contractor is entitled to payment in the
Total changes approved by Owner $ 5,884,859.00 $ - AMOUNT CERTIFIED.
TOTALS $ 5,884,859.00 $ - AMOUNT CERTIFIED: $ -
NET CHANGES by FCD/CO $5,884,859.00 (Attach explanation if amount certified differs from the amount applied for.
Initial all figures on the Application and on the Continuation Sheet that is
changed to conform to the amount certified.)
The following items MUST be included with the Application and Certification for CEI:WSP
Payment or this Application will be held until received: By: Date:
This Certificate is not negotiable. The AMOUNT CERTIFIED is payable only
Updated Project Schedule attached to the Contractor named herein. Issuance, payment and acceptance of
payment are without prejudice to any rights of the Owner or Contractor under
Construction photographs attached — this Contract.
Project Drawings
AFP-1
Indian Creek Flooding Mitigation Project phaaa III APPLICATION NO.: 31
APPLICATION OI1TE:... _........_._-11N42022
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-Od-22
PROJECT NO.: ITO 2E19-231•ID
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THE PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
A Par Mm S C I0 E F G H I J K MATL M N 0 1 P 0 R 5 FOOTPOSTOR 46IYPOR1IO11
Ti. 1044 MS ID%
Mir OEimtl1ENOPa.R QUANTITY ROT VALE I VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE QUANTITYVILLUE 1NF1 I REf0100E 7L10% f1a%A
NO.
.1-. 101-1 Bonds and lrwuSRUO
-f._-.2-i.ri6-$i- STANDS
IA 101-1 MobilQaIOn 1 ; LS S 434.056.01;S 434,056.91 1 S 434,056.91 3 - $ - S - 1.00 $ 434,0513.91 100.00% .- - -1 1.00 _. - • S 241.602.19 f 02,454.12
2 102-I Malntersnee of Treble I I LS $ 86232.001 S 03232.50 0.775 S 66,829.63 $ $ • . f - 0.76 S 6662963 77.50% - 19,4022_0F b
- $ 52.595.05 1 14.234.75
3 102-14 Traffic Control Olnur 11180 I MH S 1.12E 13,305.80 3822.5 S 4,281.20 S 5 - 3 • 3822.50 I 3 4261.20 32.16% 9.02440 $ f 310.30 S 011 S0
4 10240 Work Zoca Signs 1011100 I ED 3 0.2115 22,28100 100600 f 21,12728 $ - $ - S - 100306.00 I3 21,12728 94.82% 1,153,7415 - S 18,227 15 S 4.50.11
5 /02-71-15 Temporary Barrier F6lAn/shored 192 I LF $ 2/.06S 5.366.31 0 S_. S
r 0.00% ....5368325 - s -._.s
6 102-71-16 Temporary Border F&I Fme PAnang 1.878 LF S 19.00 13 35,644.00 11176 $ 35.644.00 S - 3 • $ - 1878.50 13 3564102 100.00% 5 „f - 3 20,02142 S 7,52217
7 102-71.25 Temporary Barter Relocate AMwrad 98 ' IF 3 1230 13 1,160.60 0 'S - $ $ - 3 - 0.00 1 - 0.00% I+BO..: S - S - S
6 102 71-26 Temporary Barter Reloads Free Standing 4.621 ; LF S 7.03 I$ 37,748 43 0 f $ 3 - $ - 0.50 i s - 0.00% Q 32.743.s I$ • S - S -
9 10274-1 Channelling DevEle-Type)II,DI VP60rurn 101335 , ED f 0.13 $ 13,17355 101335 $ 13,17355 • f • f 10133i.00 f 13.173.55 100.03% S $ 10,307.Sa f 2,905.07
-19 1D2acz onannelQ evw m i.
ingD -Type -9 -._._---1eD1a �-s ...o:0's _.--4.B6z.m leoio... f.._._-ae62.7o._____. $.._._._....
-
3 - f - 76310.00 $ 416270 100.40% .... _. -__-
11 102-75-7 ChennelUmg Device-PedestNSn LCD(Longitudinal 532 ; LF S 5.59 5 2,973.66 156 $ 872.04 3 �.3 - f 3,NNO30 135.74
Chennef0Mg Device) S - S - 158.OD I3 672.0 29.32% f - S NO 30 S 15574
12 102-76 Arrow Bcard I Advanced Waring Mow Pend 920 ED S 5.59•$ 5.142.30 920 3 5,142.80 S - $ - $ - 920.00 I,f 5.142.80 10000% S - $ 4.00710 2 1.025.42
13 ...102-78 Temporary RahoreflAive Paverneni Morker 50 EA $
559f _-.270.50 0 S - -"..._.-__.. .f
14 102-861 Temporary Crash Cushion,Redredbye Option 7 LOC $ 361.00 3 6657.03 0 3 - S - $ - 3 - 0.00 II'o - 0.00% 5 - 3 - f -
15 102-S9 Portable CMnges eMetaage Sign-Temporary 1570 ED 3 1230I 3 16311.50 1570 f 19,311.00 f - 3 - S - 1570.00 S 16311.00 100.00% $ - S 15,10110 f 41 O.N
16 102-104 Temporary Signalicalion and msmt08nce of 2376 ED 6 7.83 I$ 113604.08 2378 5 7660.06 $ - f - $ - 2376.03 ,$ 16,004.06 100.00% $ - f 12,641.11 $ 3.902.67
m...aQn +Eo s 7s] s 1a,eD4ae 2376 s 1e.ea.ae s s G
17 102-107-1 Temporary Traffic Detection and Maintenance of 2373
$ - 2378.00 is.._.__18.80408 .-100.00% j------ 3 1;641i1 3 �Aa.57
I16 102-911-1 Removable Tape Pavement Markings White or Beek 403 I LF $ 5.00 I S 2,330.03 0 3 - 3 - $ - S - 0.03 $ - 0.00% f - S - f
Skip
19 102-911-2 RemovableTape Pavement Markings Wnlile or Black 1885 I LF f 503 13 9,425.00 1800 3 9,00.00 S - $ • f - 1800.013 '$ 9.500.00 95.49% S - f 7130.0 S 1,01709
Solid
20 102-911-3 Remorabe Tape Pavement Markings White on Black 731 SF S 10.00 1 S 7,310.00 0 $ - S - 3 - f - . 0.00 13 - 0.00% S - 3 - f
Other •
' 21 102-912-2 RSmeva9l5 Tape Pavement Markings Yallow Solid 10947 LF $ 5.00 I f 54,735.00 1692 $ 6,460.00 S - $ - S - 1892.03 I f 8.480.00 15.46% 5 S 8,0311.02 f 1,801.98
22 104-103 Sediment Barrer 3327.7 LF $ 2Z0I S 7,587.18 3327.7 S 7,587.16 S - $ - S - 3327.70 f 7,587.16 100.00% S - 1 5,07103 S 1,216.07
23 104-11 Floating Turbidity Berner ...-._121 LFf 21.93 s -._ 2.853.53 121. 3 ---265353 __-..•.3 ..... • -. S
• 3 - 121.10 3 2,653.59 100.0014 $ _.-.. _ 1 3.uM ai s _.-53520
24 104-18 H Pron System 77 EA 3 183.00 1
Het ecb
3 14,091.00 77 S 14091.50 $ - $ - $ - 77.00 I 3 14,091.00 100.00% $ - ! i1.010e2 $ 3,001.Ss
25 107-1 Utter Removal 53.2 AC $ 3)0.00 I$ 15,900.02 53.2 $ 15,980.0D $ - $ - 3 - 53.20 $ 15.960.00 100.00% $ - 3 12.30.32 5 3,30.4
23 107-2 Mowing - -..__-. 13.2 AC f_--_1.23.00♦y 16,539.03 __...132 f 16,539.03 -.- y-.-_-___ -
$
• 3 - 13.20_..•f /6,539.OD- 100.00% 3 i.__. i3mae1 f _.S.SaO
27 108-1 Monitor Existing Strudor's Inspection and Settlement 1 LS S 39.146.00 1 3 39,148.00 0199990 $ 39.14603 5 - 3 - S 1.00 $ 36146.00 100.00% S - S MAP so f 8.131110
monitoring
25 103-2 Monitoring Existing Structures Vibration Montoring 1 LS s 286545.03 S 266545.00 1 $ 269,545.00 3 - 3 $ - 1.00 3 269.545.00 100.00% 3 - f 212,131.92 S 57.01506
29 1063 Monitoring E008ng Slrurdur0 Ground Weer 1 I LS S 67,107.00 13 67,107.00' I $ 67,107.50 $ • $ - $ - 1.00 I$ 87,107.00 100.00% 5 - S 52A13.21 f 11233.78
Monitoring
30 110-1-1 ClOmgend Grubbing 4.62 I AC S 1,447.00 I 3 6689.94 4.6242419 S 6,069.94 5 - 3 - 4.62 +$ 6.1,69.94 10D.00% f - S 5,05.e1 S 1,43330
31 110410 Removal 6 Existing Concrete 8.374 SY f 19.44 I S 162,790.56 8374 3 182.790.56 $ - 3 - 6374.00 If 1132,790.68 100.00% $ S 126140.it S 34E7439
Page 2
APPLICATION NO. 31
Indian Creek FloodingMitl _-_ _... _.. _..._.
patlon Project phew III PERIOD FRODATE: MOD T
APPLICATION FOR PAYMENTA:ONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-Ott-22
PROJECT NO.: ITS 201E-31-KB
PURCHASE ORDER NO.:
• ORIOIN4LL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE -
• MAT
A Peii B C 0 E • F G H I J K
w L M N 0 ! P 0 R S POET FORME CITY PORTNIN
MEM, ICNIOAL[D % 304 .._._...... _.__._..._.... ____
ITEM OEACRPTIONOF WORK QUANTITY;UNIT VALUE - VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE ITEM RETAWreE ]%71% 31.30%
OW
32 120-1 Exwvaecn 356.1 1 CY s 34.00 i$ 12,107.40 356.1 $ 12.107.40 3 - f - $ - 366.10 I$ 12,107.40 100.O0% 5 - $ 0,52052 s 2,578.80
• 33 120E EMBANKMENT 13,825.4 I•CY $ 23.30:S 322,131.52 13825.4 $ 322,131.82 S - 3 - 3 - 13825.43 I$ 322,131.02 100.00% 3 - I 253,51774 S 60a14.08
34 100-4 Type B Slabilialion 20413 i SY f 9.00 f 3 183,717.00 20413 3 183,717.00 $ - 3 - - $ - 20413.00 S 183.717.03 100.00% S - s ,8,5859E S 30,13172
35 1671-11 Prepared Soil Layer - 3.014 SY 3 16.94 1 S 51,057.16 3014 '3 51,057.15 $ - 3 - $ - 3014.00 $ 51,057.15 100.00% $ - s atat w f 10.075.17
38 285701 Optional Bess Group 01(012.5 .................. ..-_ __-_..._ __..._..
onlq 2112 SY s b.rls iia.239.ie 772D.7 s is.427se s f $ 2nu.m is 89.427.5e 78.97% S s 70.379 51 s 1E.348o7
37 265-711 Optlonal Bar Group11 8-12.5 ,5( Only) 15839 SY 3 53.70 I f 850554.30 14842.18 S 797.011.07 $ - $ - 8 - 14642.18 s 717.025.07 93.71% 33.539.ff $ - S 627.238.73 f 160.70E.34
35 2135711 Opaon9l Base Group 11 Lknarack Only) -. -_..
( OMy) -..15838 SY f _17.®i 25D.191.91 - 0 -f • s 3 - S 0.00 t3 - 0.0015 $_- - y- .._ y-___-.-
•
39 327-70-1 Milling Existing Asphalt Pavement(1-Avg Depth) 4581 SY 3 247 I$ 11,2(6.67- 0 3 - $ - - . - - -
3 S 0 00 i f - 0.00% $ - s s -
40 327-70.4 Milling Existing Asphalt Pavement(7 Avg Depth) 14789 I 6Y-3 39+I f 57.824.99 t478B f 57,824.99 $ - $ - S - t 1173D.00 3 57.524.99 100.00% - - $ - S 45,501.27 3 12310.72
41 334-1-13 SOperpave Asphaltic Conn Traffic ' 4526.55 I Tana 3 139.811 f 632,856J6 2744.06 $ 383,735.10 $ - s - $ - ZIM.® fs 383,775.+0 50.84% 249.,21::::-.S S 301,9ss.52 f e1.731.58
42 337-743 Asph Conn FC Tref C,FC-12.5,PG 76-22 2383.4 i Tom $ 148.00 I$ 400,411.20 2343.4 $ 4[0.41120 S - $ - 2383.40 $ 400.411.20 100.00% $ 3 315,123.01 S 10,217.50
I
.. _...._._... _.___43 37F1 Mllwltanoaw AaphaB PavemMll 58 3 17S.0010 1033.20 5.! f 1,038.20 f -___.___ _...._.._3 _. _...... 5.60 f 1,098.20 +00.00% f _ f e17110 s 23114
44 403-011 Concrete CIass NS Gravity Wall(For Onvlty WM 2 82.3 CY s 196.00 15 16,130.80 82.3 $ 10,130.80 3 - 3 • 3 - 8230 S 16,130.13 100.00% $ S 12.194.94 S 3 435.1e
Heigh Avg
45 400-0-13 Concrete Class NS Steps 233 - CY $ 262.00!$ 0137140; 35.3 3 5,871.60 $ - $ - $ - 23.30 '$ 5.871.40' 100.0D% B - s 4022.e5 S 1253.0
---M 40048 Cone CYsslV Bulkhead 7 1 CY S.-_.-... 162.DOS-_-.--1.761.00�_...7 3 --. 1,761.00 _.... 3 $ - 700. S 1.761.00 100.00% $ f 1x627 5 ...-373:73
47 415-14 Reinforcing Steel-Misc2lamaM 1156 LB $ 0801$ 1440.40 124.03 $ 111.63 $ - $ • 3 - 124.03 'S 111.63 10.73% f - 1 8105 S 23.78
48 415-14 Relnfordrg Steel-BWIdr3E__._____-.._._..-_720 LB 7._-_.0.6013 44100 720 3 _... 648.00
f - f - 720.00 3 040.00 100.03% 3 __y______Sau eS f 138.u2
N 425-1311 Inlets Curb Typt P-1,410 0 I EA $ JM8.00 s 20.916.00 8 $ 20,916.00 $ - $ - $ - 6.00 "$ 20,918A3 100.03% 3 S 10.400.09 S 443311
50 425-1321 Inlets,Curb Type P-2.410 7 I EA $ 3,909.00 I$ 27,343.00 7 $ 27,383.01 f - 6 - $ - - 7.00 $ 27,333.00 100.00% $ - S 31.53466 s 5.028.32
'.51 425-7351 IMHe,cum.Type PS,4117 ID ft EA s 4.E79.00 1$ 64,222.00 13 7.-..11,2a 00 g . $ • _.
nl3ss Inlets.cab,type PAS,Partial EA $ 3.627.00 $ - +f.o6 $ 81222 DD 1DD.a9% s..._ - _-s_. .ee.»i:ir$ ,7.w9.a
52 s
s 3JI27.00 1 $ 3,927.00 8 - s - $ - 1.00 1$ 3227.00 100.00% $ - S 3011.46 f 015.15
53 4201381 INsts,Cum,Typo P-0,410 12 EA 3 4007.00 s B9A61.00 12 $ 58.884.00 S - S - $ - 12A0 I f 56.034.03 100.00% $ - s 41,341 71 S 12,542.2E
54 42&7782 Inlets,Cum,Type P$.>10 3 EA 5 8.3M.Og�3 19.179.00 J $ 19.173.00 $ - $ - $ 3.00. i s -._19.177.00 100.00% $ - .f_.. 15.ae015 s 4.00 es'
55 425-1521 Inlets,Ditch Bottom,Type C,410 4 I EA $ 2028.00 I$ 11,304.03 4 3 11,304.00 $ - $ - $ - 4.00 '$ 11,304.00 100.00% $ - S 14025 S 24m.75
56 425.1529 Inlets,Ditch Bottom Type C Modified JP Drewry 8 EA $ 3.565.00 $ 28,760.00 8 $ 28,700.00 -$ - $ - $ - 8.00 f 28,703.03 100.00% $ -
3 22634.13 S 8.125.S
I14 Single and doted.01.10
57 425-241 Mammon P-7,<10 0 I EA 3 7798.03 1 f 34,182.00 9 3 34,18200 8 - 3 - 3 • 9.00 I$ 34,182.00 100.00% $ - S 25,901.23 f 1,210.17
58 425-242 A1WM104.P-7,.10 + { EA $ 3,445.03 IS 3,445.00 1 3 3.445.00 3 - $ - $ - 1.00 I f 3.445.03 100.03% $ - S 2711.22 S 733.79
ES ..42S471 Manhole.,J-7,<117.-_-_- ---- a tEA 3 5,10600 i3763.0 __......6__ $ 30,636.00 3 -
$
$..._...__- a.co +1
._--3083600100.00% $ - s C411051 S 8,,52547
80 425-2-72 ManhaW,J-7,410 30 I EA 3 5,160.03:6 154,8(0.00 39 $ 149,640.00 f - $ - 3 - . 29.00 1 3 149,640.00 96.67% $ - f 117,766IQ s 31.673.32
61 4252-73 Manhoos.J-7 Pamal(MH Rear),410 Wino 72-Pipe 17 EA 3 3,414.00 13 58,030.00 17 $ 58,038.00 $ - -$ - $ - 17.00 S 50038.03 100.00% $ - f 46.671.00 S 12,33Q.00
Rleor
62 4255 Menholss MOsl 47 i EA 3 787.00IS 36,04).00 47 S 36.049.00 $ - f - s - 4700 $ 38.049.00 100.00% $ $ 2E70.56 S 7.678..44
Pope 3
Main Creek Floodng Milpy6 phew HI Project phe DI APPLICATION NO.: 31
AER F1ON DATE'. IOD TO:
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-0422
PROJECT NO.: ITS 2819431.K6
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
A Peyton B C I, D E RIOT F G H I J K MAT L M N 0 P 0 R B PORTION CRY P011TAK1
DY�fr 0C11110UL® II PEI _.._.-go%. M%
1146I 835846.34 Or WORN pMNTIY I urn VALUE VALVE QUANTITY VALUE OWNTT/ VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY NALLN 9112) RRANAIS 7676% 21J5%
No.
63 125-54 MankoAQ adjust Maly 85 I PA B 717.00 $ 42,185.00 55 $ 42165,00 f - 3 - 3 - 55.00 3 42.185.03 100.00% $ - 5 33181110 5 6.E65 n
64 125-0 VW.Box Adjust 270 , EA B 211.00!$ 85,500.03 250 $ 48.500.00 $ - ,$ - i - 250.00 f 4,500.00 103.00% $ - $ 5233650 f 1414.50
65 42510 Peril Dram _.._-_. 62 S EA 3 1,427.00•f 66.474.00 62 $ 86474.00 3__--_.- -_.-.' B :..__ 62.00 3 6E47460 790.00%% B-___.__-.. io9as.04 S.-.WHIM
M 430-175-112 PIG CINert Opt MET Round IT SICD 2,131 I LF B 46.39 3 36.657.08 2131 $ 4,857.09 $ - $ -
$ -
2131.00 f 910.857.09 100.00% $ - f 7r,4353 5 7t.368.64
67 430 175.115 Pp Culvert Optl Materiel Round IS 51CO 32 I If f 100.72 3 3223.04 32 $ 3.223.01 $ - f - I - 3200 f 3,223.04 100.00% f . S 2531163 S e 61
66 430-175-111Pp Divert Opt Material Round 78.5/CD 9w I IF 3 57.52 3 57,117.38 903 $ 57,117.36 $ $ - $ • 500.00 $ 57.117.36 100.00% $ - f I2E134 B 12,10.00
M 130.1 75-124 Pp Culvert Opt Material Round 24 SlCD 1.317 I LF B 73.03 I f 96141.03 1317 f 96141.00 $ - $ $ 131700 'B *741.00 100.03% f f MOD E7 3 20.415.03
70 430-171730 Pp Culvert Opt Metedal Round RICO -..181 T.LF. s._-161.40tB._....___.16957.80 161 �.....--W,OS7.M i _.-_. B _..__._.....f . 761.60 ii lf -O.S67.60 100.0011 p
B '3 iiSau ;s7i i9
71 431171138Plp Culvert Opt Material Routs 38 8/CO 74 I EA B 11646 1 3 13947.52 74 3 13.647,52 3 $ - 3 - ' 74.00 1 3 13,947.52 100.20% s - 5 10.W6.70 S 2.010 l2
I
br
72 430-171172 PIPE Culvert Opt MeI!Round 77& 2CD 080 LF f 545.72 f 1,135.097.60 2060 f 1.124,183.20 B - 3 s 2060p0 I B 1,124,183.20 0.04% f - 0 .47321e $ 230.6102
j 73 ♦31.1-1 Pp rl Unn 04er MM.ras 624• 65 ' EA 3 130.61 B 8,507.06 0 f - 0 - $ - $ - 0.00 1 s - 0.00% 3 - $ - 0 -
i 74 131-1-2 PipeUn.r alonalM 4r4125-3r 67 ' EA f tani i1,240.59 67 3 11.240.58 B - 3 - 3 - 67.00 --ti- 11240.81 i5 oo. B - ..-T- A8Ni f .1-i2 4.]e'
75 436-1.1 Trench drain Standard 763 LF 3 IMAM I$ 144,077,29 763 3 144,077.29 S - $ - $ - 763.30 ':B 144,077.29 100.00% T--_ f - 5 113,34.as 5 30.e19.45
76 I475-I Deep uw-Plugging of ENe6ng Welk 3 I EA f 1578.00I$ 5.034.00 3 3 5A04-00 $ - s - f - 3.00 I$ 5034m 103.00% B - 3 22111 7e 5 1.072 24
I
77 44673 Pump Station(Drainage Use OM') 1 I LB B 1,546J103.00 1.5460IG.00 0.35 3 545.453.40 1 - 0.616734396 $ 1,003,409.5/- $ - 10C '3 1.546H4.33 103.00% f - S 1,T17..1 t5 f 52a.ITe2
78 45534-2 Prestressed Concrete PRng 141 SO 280 ' LF B 175.80t$ 49,080.00 280 $ 46003.03 B - $ - 250.00 3 49.030.00 103.00% f - S 311.6IG.00 S loam.
�. n 51112 Pip.wnaa4-o.anal aluminum 371 f--1.-F...'3 121.00+3 117.49100 923.8 $ 1i1.773A0 s - s $ azT.eD ts--_..117.779.e3- 95.14% $__._.. s..__._a476m s aiw to
50 520.7-70 Cure and Gutter Type..F• 6.405 I LF B 30.31 1$ 194.135.55 8405 s 194.135.55 $ - B - 3 - 04 a0 $ 194135.55 100.00% f S 162.7I00 6 41,1®07
61 520-2.4 Curb End Gutter Typo-•D• 503 I LF B 438 Is 14,770.14 503 s 14770.14 S • B - $ - 503.00 3 14,770.14 100.20% $ - S 11.53040 S 5.14274
82 5203 Conc.1.Valley Gutter 332 , LF $ X.76 T 8,864.32 332 3 8184.32 3 - $ - 3 - 332.00 f 8.884.32 100.00% 3 - 5 somas 5 ,H02..
37..-521-72.4 Skid,Concrete Barrier Wall Rigid R.teiN
ry 1,963 tLP $ moots 771,509.00 1907A B 167,835.20 ..-_.._.__. B. __-__ ...1307.30 $ 167835.10 -3311%� .a: ''3 -..i 132.1]3.6]f 33.71,!!
84 522-1 Concrete SldRelk and Dr0lv.ly.,4 TNdr 4745 !
w SY B 91.26 13 263.953.70 4745 S 286,953.70 3 B - B - 1745.03 $ 261.953.70 103.00% _ - 3 f 210.42.Se 5 ...,14
75 522-2 Concr.le Driveways and 5ld.w.lk,S TNek 2341 I SY $ 78.85 3 179,905.65' 2341 3 179,605.64 B - $ - B - 2341.00 I$ 171,935.14 103.00% B - B 141,6116 W 5 2e.51sM
80 523.73 Patterned Paverne T V.010ular Arse*Green Berke 223 I ST B 16.78 I$ 3,74194 0 3 - S - B - 3 - 0.00 3 - 0.83% 5 5 - S -
LOT.
87 526-1-1 Pavers Artld.durel,Roadway 227 I SY B 138.96 I$ 28,79722 0 r---- $ - B - B - 0.IID 13 - 0.00% $ - S - S -
1
s9.-526-1.2 Pesos Architectural Sawa* 46
1 2 0
rs .in S 133s szn.iy $ -._.-- $ .- --- -$ $ - o.00 rts
0.00% s _ s 5
70 527-2 D.lsd30le Warning Surface 591 • SF 3 28.84 3 1580244 591 $ 15862.44 5 - B - $ • 591.00 3 15.86 44 100.001E f . 5 124.74 1 3.376.70
90 530-33 RlpRep Rubble Bank end Store 30.5 Tone B 2051121$ 6277.51 0 $ - $ - S - $ - 0.03 B - 0.00% - S - $ -
Pape 4 .,
Indian Crook Flooding Mltlpa% III Project phase APPLICATION NO 21
APPLICATION DATE PERIOD FOR PAYMENT/CONTINUATION SHEET PERIOD FROM PERIOD TO: 31 Od-22
PROJECT NO.: ITS 2618231.1 M
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
• MAT
A Pa en. 6 C ! 0 E F G H I J K L M N 0 P 0 R S SOOT PORTION CITYPRRTON 92M113r SGnOULIS PSI
ow Om
..........
60 DESGARTDN Of WORN pMNTIY UNIT VALUE VAL QUANTITY VALUE QUANTITY VALUE QUANTITYVALUE QUANTITY VALUE QUANTITYVALUE Per ROAMS. TIM% 21231E NO.
' 91 536-1.0 Ownnil-Roadway General T1-2 277 1 LF S 75.00 5 20,775.00 222 S 16650,00 $ - S - 5 - 222.00 1 S 16650.00 80.14% S - $ 13553.55 S 3.5,11.43
92 536.7-2 Gun/droll Spatial Pod(Special Sleet Pod pie 36 1 EA $ 159.00-S 16,521.00 22 S 10.W 6.00 S - S $ - 22.00 -S 10.066.00 61.11% S - S ],9B.t3 S 2.150.37
CondrAS Mount) -
93 536-73 Gwrdnll Removal 1064 LF $ 224 I S 3,772.16 1664 $ 3.772.16 $ - f - $ - 1664.00 $ 3,772.16 100.00% S - f 2,12611.811 S 603.47
94 5968524 Guard RWI End hsebnent PanIW ApploeoN TermNRl 2 1 EA $ 7AN.00 $ 6.096.00 2 S 6.098.00 S S - S - 2.00 f 6,066.00 100.0016 S - 6 419755 3 1,20.45
536-85-25 Gwroml End Treatment Tn rclt i3rg Aoreps Type 11 2 EA f 1.175.001
3 2.750.00__--.-.2 s 2.350.00 f _... >i - S 2.00. f 2.350.00 700.00% $... f tam -i 9ou.35
96 536-85-28.Owrorall End Traalm5nl Type CRT 1 ' EA $ 1,175.00 IS 1.175.00 1 j 1,175.00 S - $ - $ - 1.00 5 1.175.00 100.00% $ - f 524.23 f 23026
97 544-75-1 CINA Cushion 1 EA $ 20,132.00J$ 20.132.00 1 -S 20.132.00 $ - f - $ - 1.00 -f 20.132.00 100.00% S - S 0.1143 NI 3 4,205.12
96 550-602-37 FenceGate Type ElSlidrig Cantilever Greeter Thn 2 1, EA S 22.366.00 S 44736.00 1 f 22,789.00 - f - S - 1.00 $ 22,3®.00 50.00% U,a '. 5 _ f 11604.40 3 4e1] .60
30 Opening
99 570-1-2 Perbrmena Tort Sad 9511 ; 8Y S 2.42 i f 7.293.58 3014 $ 7393.88 f - S - - 3074.00 $ 263.68 100.00% - $ - - - S 5,740.26 3 1,56360
100 560-230 LANDSCAPE Rent Existing Tres in Place WM _.. .-._3596.00 $ $ S O.OD $ O. % r5 5 Staking and Guying . -
..__
•
101 630.2.12 Conduit 106 LF $ 28.00 S 2.640.00 105 $ 2,940.00 $ - $ - 3 - 105.00 $ 2940.00 103.00% •S - s 2313./3 f 62622
102 635-2.11 Pull 8 Spite Box F 8I 13"x 24 Cover SW - 1 1 EA $ 416.00•S 416.00 1 $ 41603 f - S - S - 1.00 1 I 41600 100.03% $ - $ 32697 f w 03
109...88-2-12 Pull 6Splice Ike F6124"x38'covey See 8 E11 S 80000`3 4.800.00 6 S 1.800.00 S • S _.... __. y.- .__6.00!f 4.600.00 100.00% j • ! m Seb f .0nib__-..-
.
101 6951-1 TMS Vehicle Axle Sensor,Non Weight F 81 2 1 EA S 2018.00 IS 4,096.00 2 $ 4,006.00 $ - 3 - S - 2.00 I f 4,096.00 100.00% S - f 3,2I3.55 S e7245
106 8958.12 TMSInd.SEEa Loop Assembly 2 I EA f 1p62.00 S 3.92400 2 f 3,92400 3 - 3 - S 2.00 5 3.924.00 100.00% $ - S ].aes.19'$ 63521
106 695-7-132 TMS GOinl FUITYN and IrNle2 Type 3 PsdMW / 1 EA $ 6.739.00 i f 6.739.00 1 $ 6,799.00 $ - 3 - f - 1.00 f 6.739.00 100.00% i f 5,301.59 f TAM
Mount
107 700-1.11 Single Post Sign F 8I Ground Mount,up b 12 SF 72 I AS S 216.001 f 20,502.02 72 $ 20,592.02 -S - $ - $ 72.00 •$ 20.5512.02 100.00% $ - S 132069O S 4,366.10
-106 7005-12 Single Pod Sign F&!Ground Mount 12&to 20 SF 13 AS $ 6150075 7.995.00 13 ;____7.905.00 5....--
3 - $ - 17.00 1-8 i,NS.OD 100.00% $ - i'----u6zm s ti7od:a
109 700.1-21 Single Pod Sign F 8I Bawler Mount Index 11671 up 21 AS $ 319.001 S 8699.03 21 S 6,899.00 S - U - $ - 21.0D I$ 6,699.00 100.00% S - f 5,272.11 3 1,426.59
to12 SF
1110 700-1-50 Single pod Sign Rebate 47 I AS S 76.00 S 13,395.00 47 f 13,395.00 $ - S - $ - 47.00 I$ 13.205.00 101.07% S - e 10.54127 S 235314
f 11.__700-1-00 "Single Pod Sign Remove 125 AS $ -.._. 56.00S 7,000.00 123 f 7,000.00 j S _...._-_..._ f - 125.00-4f._____7.000130 100.00% _- __f S.SW.aS 0 t�iT9u
112 7003-101 Sign Penal F 81 Grouts Mount up l012 3F 1 EA f 10600 $ 188.00 1 $ 188.00 -3 - S - S - 1.00 f 166.00 100.00% f - $ 132.21 S SS>e
1 113 700.350-1 Sign Panel Rebate up to 12 SF 3 EA S 134.00 5 252.00 3 S 252.00 f - , S - f - 3.120 'S 252.00 100.00% $ - f 19632 S S3.SS
114 700-3B0.1 Sign Panty Remove up to 12 SF 7 EA f 26.00 S /96.00 7 -3 iN.UE S - f - $ - 7.00 S 198.00 100.001E 5 - t 154.M 8 41 15
115 7083 Rdro relNo6ve Pavement Marlon 518 : EA f 5.56:3 2,665.62 516 3 2.695.62 $ - $ - $ - 516.00 1$ 2,895.62 100.00% $ - $ 221866 f ogees
..._ .. ._. -T.____.... __._
716 710-00 Palnbd Prvsmsnt Markings Surha -.__.._-..._..1 LS f 16.167.00f 18,463.00 1 $ 16.183.00... ___._._. !._.. $ 1.OD f 16,48300 100.00% s-......_._...-.�__.._1464li2 3 3,816N
',117 • Painted PM Markings WN6s Solid 6" 2.371 GM $ 2,707.00 1S 4,983.70 2.371 S 4.995.70 f - U $ - 2a7 $ 4,995.70 100.00% $ - i S.p1 R Ma f t,O
118 • Painted PM M8rle Whi ngs le Solid e' 0.324 094 S 2,825.80 I S 650.50 0.324 S 850.50 S 3 - $ - 0.32 j S 650.50 192.W% $ - S 86834 f Ile 15
Page 5
APPLICATION NO.: Si
Indian Creek Flooding MRIpEtlon Project phew IR APPUCATION DATE:_..._-__...-..iini2o2Y'..
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-00422
PROJECT NO.: FM nil#31-RI
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
A PM O B C 0 E F O H I J K MAT M N 0 - P 0 R S MOTP0IGRN m'eP0R110N.
DYIIIIw WONEe0LaD
II91 Ai IS%
0E000Pl10N W IM T•OP WOOS QUANTITY UNIT YAWS VALUE QUANTITY YAWS QUANTITY YAL QUANT VALUE QUANTITY VALUE QUAM VALVE TNY RIP) aegl0 0 _.. >011
NO.
119 • P0101 past Markings Vyh0e solid 10• SW LF $ 1.17 3 611.13 694 -$ 611.96 3 - $ - 3 - 89400 $ 811.98 100.00% $ - 1 630.03 S 17295
120 • PNnW Past Markings Waite Solid 23 1,401 1 If $ 1.57 1 3 2293.77 1461 $ 2293.77 3 • 3 - 3 - 1461.00 !f 2293.77 10040% 1 - 1 1,00520 I 4M37
121 • Painted Paul Markings White Me34493 or Symbol 20 I BA f 07.11 S 1,744.00 20 3 1,744.00 -3 - - $ - 3 - 2600 i 5 1,744.66 100.00% f - f 1,373.20 3 371 oa
122 • P6dNd Paul Marlengs Whits Arrow 27 I• EA $ 33.55;$ 905.65 27 $ 005.65 '$ - S - $ - 27.00 i s 905.115 100.00% S - t 71290 S 1E2.95
123 • Pointed%H Markings While Skip 6•(10/30) 0.750 OM $ 2072.03 I$ 1,570.56 0.755 3 1,570.55 $ - I • I - 0.70 !$ 1,570.50 100.00% 3 N 1,23e.oa 3 334.33
124 %irtad pAvt Markings White Skip 3(2/4)Dotted 0.229 GM $ 241713001$ 475.40 0.229 $ 475.40 $ - $ - $ - 023 1$ 475.40 100.O0% f 3 37414-3 10125
OUOakne 6-10 Dotted EHersion -
125 • Pained Past MvtlrosF00.Solid 13/orCmwa& 1502-..•_Li $ 028 ri- 1,17136 1302 $ 1.171.56 $
- f - f - 1902.00E 1,171.56 10000% $ --- f_---- 32202 1 23854
126 W M PMn Past OIUro w s Yelb SNi06• 0.717 : OM f 2070.00I$ 1.488.40 0.717 f 1,400.49 3 - I - ' I - 0.72 $ 1,460.41 100.W% 3 - 1 117144 t 317 05
127 • Painted PM Markings Yellow Solid 0• 0.10 GM 3 2658.00'$ 470.44 0.10 -s 470.44 3 - $ - $ - 0.16 'S 478.44 100.03% s - 1 375.53 3 101.01
12B • Painted Pain Markings Yellow Sold IS 097 ' IF i 1.17 I$ 1,04049" Ski $ 1040.40 $ - $ - S 897.00 S 1,04149 100.03% S - 3 525.95 I 223.04
129 • Painted Past Markings i ---
Yellow laiand Nose 1094 ' SF 3 0.67 13 - 732.96 1084 S 732.96 S - f ...- - f 1094.00 f 732.96 100.00% { 1 520.06 f 11.11
130 710-11-160 Painted Pavement Markings 10 EA f 87131 S 1371.100 10 s 071.10 3 . $ -_-- 3 10.00 S 071.10 100.40% $ - t 520.10 S 142.01
•131 711-11-124 Thermoplastic STD White Solid 18• 694 LF $ 2.01 13 1,059.02 074 s 1,650.02 $ - $ - S - 094.00 $ 1,059.92 100.00% $ - s 1.45075 s Sae 1e
132 711-11-125 TkxngRMeSe STD 101Oa Solid 24'for Stop Bx 1 295 LF f 3.56 i f 1,056.10 210 $ 1.056.10 $ - $ - $ - 295.00 $ 1,05010 100.00% 3 - 3 33115 3 22495
133 711-11-141 TkxncpIa015c 5TD White Skip 6•(24)D011.d 0229 ' OM 3 4.745.001$ 1,000.61 0.16 f 054.10 f • '$ - 3 - 0.16 f 954.10 7580% $ 1 07216 3 on 92
O9Mlne I610 Dotted Extension
We Symbol--- $ f 7,469A9 16 $ 2.H57B 3.-.- _._-_-__..__._.$
_..-. .$
_...__-13.00 �5 2,415.76.--0Y2111 {_.- --_: f i,9dil3 3 314:5e
1>/ 711-11-190 Thermoplastic Standard White Message o15 oak m FA 134.21
--_ -- _._............._._._--._
133 711.11-170 thermoplastic Standard White Arrow -_-. 27_...._r.EA S 01.51{f 1,660.77 ZI S 166D 77 S - i - $ - 27.03 3 1:E1077 100.00% $ - 1. 1.30703.3 _..... 3074
130 711-11-224 Thermoplastic STD YNbw Solid 16 207 1. LF 1 2.00 i f 2,403.96 697 S 240396 s - $ - f • 097.00 3 2,403.96 100.00% f - $ teat 92 3 51204
137 711.14123 ThenmoptaNc Preowned 1611111a Sold 17 tali 1502 1 LF $ 1342 IS 20.150 04 1502 1 20.154.84 $ 3 - $ - 1502.00 $ 28158.84 100.00% S $ 15.003.0 3 420 41
Crosswalk
130 711-16125 Th rmoplestis Preformed Wide So5d 24"For 1100 LF $ 19.00 1$ 22154.00 1100 $ 22154.00 $ - 3 - $ - 1191.00 5 71.154.00 100.00% ---_- f 0 17.425 20 3 4.716 90
Crosswalk
131 711-14-100-Thermoplastic Preformed Whle Message - 16 EA 3 -._.223AY3--_-_- 337904 10 I 2,236.90 -_ 3_.._.__._ $ -_-__ .._ 5 1000 $ 2235.10 52.5133 ' 1.3121_..3 ..._.____---C_ .1.711044 S 47545
'140 711-16101 Thermoplastic qMr Sutaooa Whoa Solid 3 2.371 GM $ 5.33.00 12,697.12 1.1 $ 5,044 30 5 - 3 - $ - 1.10 S 5,844.30 40.39% 6,'752 $ - 1 4.50946 3 1944 e4
141 711-16102 Thermoplastic other Surfaces White Sold If 0.324 OM 3 0,00.0015 2,267,66 0.2 $ 1,380.90 3 - $ - $ - 0.20 $ 1.369.00 61.73% ®6T.,.. 3 - $ 1101 M 3 20016
142 711-16131 Thermoplastc Weer Surf.On Wain Skip 6.1630 0.750 OM 5.329.03 4,031.38 0.75B 4,039.36 • $ - $ - 0.76 f 4,039.33 10000% -_ 0; 3 3 1.17033 t NM 39
SW
143 711-16201 TMmoplaNk ONx Suncca Yellow Solid 0' 0.717 ' OM f 5.377.03t5 3.61667 0.717 $ 3.62e.67 -3.--_._-.---_.... 5
• i - 070 f 7.621.13 70000% - (0 I` S "----'i- 3o11 se i e15 07
144 711.16202 Thennopleetic Othe roaortao0e Yellow Solid 0• ale OM I 7,00344,$ 1275.58 0.10 0 1,275.58 I - f - I - 016 $ 1275.58 100.00% • {0. $ - 1 1,00147 S 271 TN
,145 1362-12 Conduit Fxrllh and Install D redlonal Bon MO ' LF 'I 2500 15 130.400.00 6798 y 113.344.03 I - - $ - $ - 6798.03 3 130.344.00 100.00% - -- 3 - 3 too a Ts s 40543 27
146 035-2.11 Pull$Sptioe Boo F 6 l Directional 13 e 24 Coax 73 EA 3 47534 / 3430.82 73 -$ 34.8312 3 - $ - 3 - 7300 S 34000.82 100.00% S - 3 27.300.1e 3 7,39105
SW
147 641-2.12 Pnbe0wd Concrete Pole F&I Type P-II Sella 1 EA f 1,342.13 $ 1,342.15 1 $ 1,542.15 $ - $ - f - 100 $ 1,342.13 100.00% $ '1 1056..20 I 205.07
Pole'1tl 7761-02 LlyhOro Corl6iporaFillowland No11-6 -._--1e390 LFy._.----t.4D 1 31.757.20 23347 f 32.685.10 f--...__. $-_.-__. -_ 330.00 3._- 32,053.10 1221ti $ -__..- -2--_..---2e.Trini 0.902.08
149 715-1-13 LkhtIn1 Condo tot F e 0 klslaetad No 4 to NO 2 340 ' LF S 2.04'$ 709.02 340 -3 700.92 3 - '$ - $ - 39103 I s 700.92 100.00% $ - I 33871 I 1M.31
150 715160 LIghI Pole Compose Relocate 11 EA S 2611.00'$ 31,251.40 11 -3 31351.00 $ I - $ - 11.00 $ 31251.00 100.00% f 1 240454 3 tea
151 715170 I.gO Pole Compose Remove Pole and Foundation 15 EA 3 1359.00'3 29.835.40 14 $ 27,846.00 3 - 3 - $ - 14.00 +$ 27.04000 9323% f - 1 213000 3 5,93120
152 715-741 Load Cana F 315scxtlary Voltage _
2 FA $ 75M 1.00.f - -31,630.00 : $ 718]0.00 f -- ------f-- - - $ •----Z:OO.._. S-----31,630.00 100.DD% $ - 1 Anna,`s e73719
153 715-7-21 Load Cider Rework Secondary Voltage 1 EA $ 4,32.00 $ 4.262.40 1 -I 4,262.03 s - $ - $ - 1.00 I s 431200 100.00% $ - 1 3,361.13 $ 307 H
POP 6 _,
Indian Creek Flooding Mitigation Prefect phase 15 APPLICATTIO APPLICAION
N DATE: _._ 11/14/2022
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO'. 31-05122
PROJECT NO.: nu 2019431-KS
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
A Pay9w 0 C 1 D E F G H I J K "AT
L M N 0 P 0 R 8 MOTPa1T5111 art PORTION WNW SCHEDULED IEOO _.- _-.
Ra DEECRWOON OF ROAR WARTY WIT VALVE VALUE QUANTITY VALUE O1MMb1V VALVE QUANTITY VALUE QUARTO, VALUE QUANTITY YALYE owl Ammo, MA% 31.30%
110.
154 715-7-41 Lad Corder Remwe Secondary VeSeq 1 I EA f 1,343.00 $ 1.34300 1 f 1,343.OD $ - f - f - 1.00 $ 1,343.00 100.00% $ - f toss g4 5 twa'
155 715.500-1 Poe Cable Disbibdlgn System Conventional 47 EA $ 1.854.03 f 87.138.03 47 S 87131300 $ - f - $ - 47.00 $ 87,138.00 100.00% $ f 9557761 S ,E,aW%
156 715-511-130 UpM Pole Can Spacial Dsapn F 81 Sinds Arm 47 EA f 1GQ2.00}f N9,d.00 73.2e f 2I8.369,58 3 0.54 $ 2pM, EA2 f - 2280 f tl9.d.00 100.00% f f ]e6,i9.s f 1u1,x.i s,
SndW1ler MountAle Numinum 30 I
157 630-2.12 Conduit Furnleb 5nd Install Directional Bora 3326 I LF $ 26.00 I f 42.064.09 2942 S 82,378.00 $ - 3 - $ • 2942.00 $ 82,370.00 69.46% $ - f E4I9.91 f 17,540.05
158- 632-7-1 Signal Cable New or Reconstructed Inbaeann F 8I 3 I PL $ 6.152.00 I$ 18,456.00 3 S 10.456.00 $ - $ - $ - 3.00 $ 16656.03 100.90% $ - S 14,924.07 3 3,93113
159 632-74 Signal Cable Remove AMn.Nen 3 I PL 3 510.001 3 1,690.03 3 $ 1,060.00 3 - 3 - $ - 3.03 f 1600.00 100.0016 $ - f 1322.14 S 33704
1110 6392-11 PIA 6 Splice Bee FumiN 6ImW11T s 24 Car y2. +.-E_.s___-415.th 3 43,792.00 ._-02--.-f .4T,79200 S- f.._
gM p,79200 tOOAD% $ - 9 344.3 f e,sT.iO
161 0391-122 Electric Power SErvia F a I Underground Metar 4 AS $ 4010.CO 8 19,240.03 4 $ 19,240.00 $ - $ - $ - 403 •f 10.240.00 10000% $ - f 15,141.111 S 4,010,2 PurcIMad By COmrador '
162 839-2-1 EIWrk Service Wire F 6I 303 ' LF $ 7.51 S 6,687.05 040 -$ 6912.40 f - $ - $ • 840,00 13 6,39240 92,82% f . f S,030.E2 S t,s191
163 63-340 Electric Service DNcennsd Remove 3 I EA 3 951.00 3 2.65300 3 S 2.053.00 8 • $ - 8 • 3.00 $ 2663.00 100.00% f - S 2,245.31 S 00750
194 611 d-13 PUEbeaad Type
SI 11 EA $ 1,23100 7 7692.a . •4
3 7f1200 3 i lW $ 7,6>Z.OD 100.00% f - 1 41l3.n 5 I,Ea.Tl
ype P-II Service 4 I EA 8 1,fa.00 _
S
Pole
'195 e49-1-11 AlNmnuns 22.156.02 10 $..__a2.15s:oo t----_-_ f f - 1600 i 2z:13s.00_..100.00% $ �- - --......-f----±i.aew s T,iiaa
193 016-140 Aluminum Signal Poles Remove 9 EA f 56.00 S 504.00 9 $ 504.00 -0 - $ - 8 • 9.00 -:3 934.00 100.00% S - S 3a a5 S 10735
167 640-214 Steel Mast Arm Mambly F{I Double Alm 40.317 1 EA $ 35.507.00'S 35,567.03 0.75 3 26.875.25 8 - 3 0.25 3 8,891.75 8 - 1.00 .8 35567.03 10000% f • I 7710123 s 7.575 77
196 049214 Steel Mad Arm Mambo F&I Single Arm 50 1 I EA $ 3333000 3 33,330.03 0.51 8 18,848.50 3 - 3 0.49 S 16.481.50 '$ 100 3 33.330.03 100.02% 3 - S 29230 71'S 7,003.20
._..-._641 ._.__ h----_ - - _. - ...._._.__._169 6N-21.7 Steal Mad Wm Aaembly F 610ouMe Arm 50 b]0 1 EA f 36,922.00�f 79,971.00 O.J2 $ 12./2517 f f -..- ass s Z6,498.17 � 1.00 1 8 39,922.00 100.00% f.._--._.._.. 7 _30131.61 3 6.29U35
170 019-21-10 Steel Mat um Assembly F 8I Single Arm 80 3 I EA S 35,902.00 f 107,706.00 2.43 f 40.626.34 3 - i 0.57 $ 00.879.60 f - 360 8 107.706.00 100.03% $ - f 50,7a E2 f 22941 3e
171 649.26-3 Steel Mast Arm Aseembly Remove Shalbw 5 EA $ 3132.00 f 15,063.00 43 f 15.000.00' $ - $ - 3 - 43.00 $ 15,930.00 100.00% 3 - f 12324.42 S 3.335 Se
Foundation Bolt on altacemm e
172 650-1.14-Traffic Signal F 8!Aluminum 3 S 1 Way 18 AS $ 1.0113.00 S 19,13400 18 8 19,134.00 s - s - ' $ - 16.D0 I f 10,13400 100.00% $ - S 15A071.40 S 4.07554
173 6511-11 Padaselan Signal F{I lFD Countdown 1 Way 18 AS i 951.00 f 152I6ID 16 3 18.21e.00 - i_--- - 3 - $ 16.00--1-- 13216.00 100A0% f --- - i nml.i 3.37 Ot-
174 053-1-12 PeMstrbn Signal FurrM 8 lneaS LED Countdown 2 2 AS $ 1916.001$ 3.132.03 2 .3._..._3,132.03 ._.... 8 ... •
i -
3 - um f-.-_3.13201 /0007% $ •-1- 24114.M f Mr 12
Wry
175 853-1430 Paatlrlan Signal Remove PM&gal Poe Pedestal 1 AS 3 87.11 I i 67.11 1 $ 67.11 $ • S
to Remain F - 3 - 1.00 1$ 67.11 100.00% $ - `f szex S u.s
176 8t10411 wit,*Deletion Sydem VIdae F 81 CWYrt 3 I EA 8 9,707.00 3 29,36100 3 $ 29,361.00 f f - f - 3.00 I$ 29361.00 100.00% $ - f 3310711 f 6,233 e9
Equipmml
177 11eg412 VMI00Deta5an ground S EA f 464200 3 37,13300 8 $ 37,136.00 3 $ • - f - $ 'if 37,136.OD 100.00% $ - S sa76a S i.Ea 97
170 605-1-00 PaaNten Defector F 61 Pol.6Pe0estal b 20 EA f 560g r 5,60300' 20 ---f 3600.00 3 f 1,107 e0
- - _ _-_•_ 1 _- - - f - 7000 i f 5,00D.00 100.00% f --'i - ;4m.2b f
R•m
nman 8 50.00 1 -3 56.00 $ - 3 • $ - 1.00 1 B %a 10o.W% s - f 44.07 1 ,,0*
163 6765-140-Tra11k CormoNr ASambly F a 1 MOAN 2070 3 '. AS $ 20,520.W $ 05,590.00 3 f 05,560.00 3 - f - $ - 3AO 18 85.500.00 100.03% i - s 07,335 n S 10224 s
181 670-5QI Traffic Controller AAembly Modify 1 ' AS $ 271600',3 2.798.00 1 3 2,730.00 $ - f - $ - 1.03 $ 2796330 100.00% 3 - S 0.213.4 f sass
102...070a300 Tnllk ControllerAMmbly Remove CeblrelW HIM 3 , AS 3 559.0214 - -1,1377.03 3 T---..-.1,6n.00 --_.-_ $ • 3 - -'-__.----
Cabinet - 8 - 3m 8 1,677.00 100.001 {----- f ,a,9eo i .310
1313 700-3-201 Sign Paal F&I OvedNad MoHA up be 12 SF 8 EA S 559031$ 4.472.03 6 8 4,472.00 -$ - $ - 3 - 800 13 4,472.00 100.00% S - 3 351548 S 952.94
164 700.3.205 Sign Panel FuniiM 6 AIQE Overhead Man151-100 1 EA 3 4.116.00 i$ 4116.30 1 -3 4,118.0C f - f - 8 • 1.00 I f 4,116.03 100.00% S • 3 3.239.29 1 576 71
SF
•105 700-3401 Sign Panel Remove W to 12 SF 1 EA $ 67.00 t$ 67.00 1 $ 6703 - S - f - 1.00 1 f 6703 10000% 3 - S 52.73 f ,4.27
'IRE-7004.112 OvuMad Static Spn Structure F{I CMIllMdw21-30 t I EA $ 61.7Mt0WI -..._...62206 i.00 0.77 --03.1N 8_
]S _ -_-7--_.
. - $ o.23 i--i9067� 3 •-_- 1.Oot---a.20e.ao 100.a0► s •T-- �4,e9_ S.,2 s- ,�.Suw
sT
PICA?
•
•
APPLICATION NO.: 71
k1G16n Crook Flooding MItlyEDon Pro}M pIMM■ APPLICATION DATE: -.__ 11%1
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-031-22
PROJECT NO.: RD 2011-231-KS
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PER100 THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS TO DATE
A Fry mo 9 C ; D E I F G H I J K MAT I M N O P 0 R S POOTPOwer 0115gITON rIbmk
16 O7%1 lfl
r10e oifcolDON Oa woos O NW/I OAT NUM 1MLM OIMMIR IM WARMS VALMRMS NUM MANNY PALM QUANTIN VALUE GYAMIIIY R11i/PALM PM RRA 1E/1S MANI
MD.
187 700521 Intermit/Illuminated Sign F 8 I Overhead Mount up b 0 1 FA $ 3,915.00 I$ 31.320.00- / 3 31,320.00- 8 1 S • S.00 i 3 31,320.03 100.00% f - f 24648.MI f 1,671.18
12 SF
180 70612-32-Sqn Bannon F 91 Overhead Mount Two Seasons ] AS 3 72700 $ 2,11.00 3 $ 2.161.00 $ $ f - 7.00 I f 2,161.00 100.00% f - f 1,716 o s 43486
i I
J111s1Wa tans tar ale Shoat Drainage $ 1 .S - $
Option A r $ S $ -
1M 415-2.1/ Manholes.P-7,410 3 t. EA S 48,910.00 3 14,430.00 3 3 //A30.00 $ -} - y,// $ 1{•8f1,M 100.00% $ - 11,]6iM f 3.073.59
190 /25-2J2 ManhoPipe
S -7,a10 1 1F $ l47I.0043 5.m.00 1 S 9.a7700 $ _1N _ SA70JM_ 100.00% f sotto f tam80
•i1A30.17S716 Pip C W Opt Matt Hound 15'SA:D _-. 1 �_lF $ e31.25J 3 7.57500_.. S 3.525.00 -.. y_ - -_-.-._�_ .__-_--_ _ -
192AS30.17S711Pipe Col.Opt Mall Round li S/CD i I IF 3 104.00'$ 29,598.W i-_"$ 29.5000 _. r -__- /�__.100.W% T 1 3212053 i60.95
MM } M,M1.11 100.00% $ 23]em 9 7077 is
190 tl0.1-I-I Pipe Cuts,Opt Mall,Round,21'S/CD 1921 i IF f M.00 3 175,10100 1324 f 173,101.00 $ 1W.M i 17S,NOM 100.00% y - 1M,M6.M f ]7,25716
j 194 •31-1-1 Pipe Liner.Optional Material,0-21' 11M IF $ 140.00 $ 182,120.00 M2 3 91,060.00 SILO $ M,/M.M 59,71% $ - 712eaM 9 20,53S.M
195 Q1-1-2 PI• Liner O•tonal Material 2p I IF $ 168.0013 41,832.00 241 $ 41,832.00 $ 318.01 /1-.M 100.00% 4.111.11111111116 $ - 32A21.78 f 1.10.22
p /M S
191 Albwanoe br Trench Safely Ad 1 LS 3 25.00;3 25.00 1 3 25.00 $ 1J1 ;$ UM 100.00% - S . 18M f 5.33
197 Permit Allowance 1 LS $ 50,020.00'.$ 50,00200 1 $ 50.000.00 0 1JM •1 M,N1JM 100.00% f - 93.360.63 f 10.000.60
1M City Indemnification 1 LS $ 25.00•3 25.00 1 f 25.00 f __._1JM ! _....-7S.N 100.00% _f - 19M f 6]]
1M Owmr'a Contingency
._.. 9ency .._ ._.__. 1 L6 11,8M,1M.01 1 N942821 0 II 134373.09 f LW t 7332% , 666,425 f.. wO02 f 'MONO]
Request for Contingency D 01(CD No.1) 1 LS 2148426t1 ...-#,1M.21 1 1 -29114.21 5... _._ M8�73.M ... _.._. ___ ... ..___
Request for Contingency Draw 02(CD N.1) 1 LS 3,92357(1 352697 1 S 352347 1 I
Request for Contingency Draw 06(CD No.) 1 . Li 122,29433
22,223 1
Request for Contingency Draw 11(CD No.2 1 LS 112,7MM!S 112,71431 1 $ 112,]N.01
i Request for Contingency Draw 10(CD Not 0 LS11JPpJ2 { 11,{1].12 1 11.893 92__--- -
Request for Contingency Draw 03(CD No.2 1 I LS M,2M.N i M,2M.0 1 76,]M.N 3 ----
Request for Contingency Draw 18(CD No.3) --_ 1 LS 1,919.13 9 1,099,13 1 1,019.13 7 ------'
- - -
Request for Contingency Draw 21(CD No.3) 1 LS 1,166.03 $ /,011103 1 L $Of1.o3 S i _--
Regue f I Contingency Draw 25(CO o.4) 1 LS 0223.10•{ 021311 1 3,620.00 $ 3 -
Request for Contingency Draw 7(CD No.A) 1 LS 20,363.1 1 20,313.1 1 20,M3.91 3 _- ""- ---- -
Request for Contingency Draw 8(CD No.4) 1 ! LS 17,962.00 $ 17,242.00 1 $ 17,162.00 $
Request for Contingency Draw AO(CD NoA) 1 ' LS 47,153/3 1 47,163.43 1 $ 47,183.41 $ - - _ -•
Request for Contingency Draw Al(CD NoA) 1 I LS 96,1/6.00 t 86,182.32 0J1172 1 05,61.32 y
Request for Contingency Draw 18(CD No.6) 1 I L9 6212.60 $ 6,/12.60 1 -4- ,/02.80 3 - _
Request for Contingency Draw 37(CD No.6) 1 I L9 3,079.90 $ 3,073.90 1 I 3,071.eo
Request for Contingency Draw 23(CO Nos) 1 l LS 2,211.78 f 2,21.74 1 $ 2,211.78 '3 - - - -
-._ Request for Contingency DrawN.6 --_ _-
goes gen y (CD ) 1 _ LI 2,M/.61 f 2,664.61 1 1 3.6f1.67 3 - _ ------
RequestContingency Draw K(CO N 1) _-.-- � T L1 20101.17 f 28,30I27 1 21,301./7 •$
Request for Contingency Draw 62(CD No.8) 1 LS 14241.10 f 16,241.10 1 16,241.10 $ _-- - -
Reguest for Contingency Draw 80(CD No.7) 1 LS 1262.46 f 1,162A/ 1 1,11231 f
Request for Contingency Draw 61(CD No.7) 1 LS 4,11.00 1 4,116.00 1 /,1M.1 S
Request for Contingency Draw 61(CO No.7) 1 - LE 1,312.18 f 1,76228 1 431291 f --
Request for Contingency Draw 66(CD No.7) 1 LS 14318.05 8 11,17109 1 185 _ -3 .
Request for Contingency Draw 63(CD No.8) 1 ! LS 7,437.04 $ 7237.04 1 7,177.04 3
r_ Request f Contingency Draw 6](CD Noll) _,... 1 L5 _ 27,N1.23 8 22,161.M 7 i_-.__...._ -
Requeif C g 1 ncy Draw 81(CD No.6) 1 LS 11,166.01 f 21,196.61 1 1_ .1
1 Request for Contingency Draw 68(CD No.f) ----- 1 r LS 8,932.30.8 11,832.30 1 0,132.70• Request for Contingency Draw 60(CD No.8) 1 LS 1,639.30 8 1,530.30 1 123920 ---- - - -----
1 Request for Contingency Draw 48(CD No.9) 1 LS 1,122J0-t 2,622.N 1 2122.11
Request for Contingency Draw$2(CD No.9) 1 LS Lt$010 I 1 21,934211 1 15,93426
Request for Contingency Draw 83(CD No.9) 1 : LS 9,238.12 L I 0,334.12 1 1,334.12
Request for Contingency Draw 69(CD No.9) 1 LS 2,734.90 1 2,734.90 1 2,734.99 ---
Request for Contingency Draw 76(CD No.10) 1 LS 8,163.39'6 8,113.39 1 8,14321
,____,, ._ Request for Contingency Draw 79(CO No.11)_.-_..._1 LS 11,028.32 f 14,026.32 1 14,028.32
ti _ Request f Contingency inDraw 83(CD N.101 - 1 LS_ 13,923.42.f 13,97342 1 13.07342 _ -___. __
Request f Contingency Draw 96(CD N-.10) 1 .LS (/6,801.12)1 - 14628182) .-.7. - -.. - -.-.__. ..... ._..-_ .. _ _-_-. _
PSALM
f Request for Contingency Draw 96(CD N.10) 1 1 L9 IOA7826 f M 131 M MAMJf
Request for Contingency Draw (CD No.10) 1 Li 72,MSJi2)$ p,M3.f2) 1 (2,013./2)
Re•uest for Conlin.nc Draw 0088 CD No.10 1 I LS 6 $ 2,603.76 1 2011,74
Request for Contingency Draw 93(C•No.101 1 L3 1 .17 1201.17, 1 12311.17
I
3 CO $ __ _.
1 01110INAL CONTRACT SUM 1 13,1f1,/NJ1 1 11.391,80.1f { - 1 1,311.13122 1 - 1 11.714,13137 MAI% 1 - 6 1,M1,M_l 9 SA/2,11A7
Pi1E a
ir
APPLICATOR NO 31
kN4n Crook Flooding MIBsogon PTDJSet prim III APPLICATION DATE: -_ --_.11/14/2022
APPLICATION FOR PAYMENT/CONTINUATION SHEET PERIOD FROM: PERIOD TO: 31-044-22
PROJECT NO.: ITB 2019431-S0
PURCHASE ORDER NO.:
ORIGINAL CONTRACT PREVIOUS PERIOD THIS PERIOD PREVIOUS PERIOD STORED STORED MATERIALS ' TO DATE
A NylonB C 0 E F G H I J - K 6/AT L M N 0 ' P O R S FOOT PORTION CITY 908716N
OEM 5C11097LEO % 1661 00% - w% _
Ile DYCRIICNCP WORK QUANTITY UNIT VALUE I VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALUE QUANTITY VALIE1 QUANTITY WILY. P9P) ItRAMAGE 78.70% 2130%
N0.
APPROVED CHANGE ORDERS S
_ Changed de 0001 _ _... S - _ -" '
700 t02-2 Camero I Material for Tempary OrNwa aya 21 CV S Q7S f 665.7E 21 885.78 4 -- 21.00 $ BBS TB f 00 00% �-- M]it-S 158-87
201 1604 Type B Slabilu•t.An 7 ' SY 900 $ 63.00 7 63.00 7.00 5 63.00 100.00% 4958 S 13.42
202 162-1-11 Prepared Soil Layer 73 SY 15.94 3 1,236.62 73 1236.62 73.00 5 1.238-62 100.00% 973.22 S 20110
203 285701 Optional Base Group 01(8-12.5 Only) 6 SY 4027 $ 241.62 6 241.62 6,00 I 5 241.62 100.00% 190.15 1 5147
204 265-711 Optional Base Group 11(B 12.5 Only) 4 SY 5370'3 21180 4 214.80 7.1000 3 214,80 100.00% 18005 s 45.75
4.q
205 265711 Optional Base Group 11 LlrtprOck - 43
P P ( ) 27 SY 1700j$ (41,3951 27 17652 1,731.608) (sts52)S (t0.25141
206 4060.11 C 6Ym' ( ) 2743.q 5 (13.5751 100.00%
Concrete Class NS Gravity Wall 7.1 CY 1%.qiS 1,3W 80 7.1 1,g780iS 1,30160 100.00% oM.ts f 2s.n
207 403-0.13 Concrete Class Ns Steps 133 I CY 25200i3 (3,47769 13_6 (547780) -1380 5 (047780__..,,100,q% R.A6.87)S (740,73)
zce 4q-411 Coquet CI IV,Retaining Wan 288 OY_ 652.6I s 25,4794E 26.5 _25,41948
._.4 _ __--i_ ...-- _- .___ _ _ 2380 4f 25,N948 f00.00%
2q H51J Rainfor n9 Steel-Retaining Wall ----f300 ��LS- � 1.59 I S 1{,787.q Y305 71,767.00 �� -- - - -- -"-
9304.00 .S 14,7 4.50)100.0% tt,991,5E f (113.04
'210 415-1-6 Nets,Curbs.
Steel-P43.<10- -4 LB 0.51 (Ot4.B01 (RI4.00) -1.03 :$ .907.00) Iq.CO% (4MSe)i n4519)
211 Q51381 Nets,Curb-,Type P-8.<10' -1 EA 4,907,00 (7,907.00) .1 (4.907.00) -I C0 $ (49D7,o0) 100.00% (5,s151)f 1.615.1W
-212'�24/ Manhole,P-7<10 _ 2 EA 3,7q.q 7,566.q 2 7,5q.q
-213 4252-71 Manhole,J-7<10 -t EA 5,108.00 (5,1q. -1 2.-1. $ 5,Sq.00 100.q% 4018.45 f 1,0t195
61
214 42-2-72 Manhole,J-7 910 2 EA 5,160.03 10,320.00 2 10,320.00 2.03 I f (0,Iq.00 100A0% 6,121641 S (2.115).16
215 4255-1 Manhole Adi M,Utlky -9 EA 767,q 0 5 (6,903.00 116AO% 5432 6664 f 1,ti.34
(7.62a00) -0 (7,822 (7.6q,0D) 100.00% (4.452.911 f (t,176.on
2176 425-0 Valve rainSok Adjust 44 FA 227.C° (15.70860 -47 ft 5_702000 __. _.. _-__-__...._ _ _-6.00 5 (17_70600L Iq:00% n4E22.20$ 1.2115.80
'217 430-IO •w.Or ... ._-3 LF 1,46.39 5,2q 65 4 620200 4.q .5 6.262 85 100.00% _-.._._ �__ 928.71 f t 33e.94
216 100-1Fr11gPpe Culvert,Opt MNl.RwglS SrCD... 1J, LF tl.3P e,282.q 1a6 8,26J.q 136.q S 6,38285 1q.00% -...___ .djE_i1 ! 1363.94
219 130-131 t3 Pipe Culvert.Opt Ma6.Round 1E9 S/CD -15 IF 57.52 (862.80) -15 (662.60) -15.00 1 S (982.80) 100.00% (67902) (105.78)
220 420.175724 PM.Culvert.Opt Mee,Round 24 S/CD -11 LF 73.00 j603.00) -11 (900.00) -11.00 !$ (803.00) 100.0096 531991 (17104)
221 430-1313[PM*Culvert.Opt MET,Round 309&CO 25 ! IF 103.40 1 2585.00 25 2,595.00 - 25.00 '5 2,585.00 100.00% 2,034.40 550.61
222 430-17513[Plpe Culvert,Opt Matl,Round 36"S/CD 22 LF 186.48 I 4,148.56 22 4146.56 22.00 $ 4,146.56 100.00% 3,285.54 ME 22
223 430-175-172 Pipe Culvert.Opt Matt,Round 72 S/CD -20 LF 545.72 (10,914.40) 40 (10,914.40) -20.00 U (10,914.401 100.00% 79MLP 1161663) (2,321.77)
224 4311-2 Pipe liner,Optional Material.25'-36" 3 LF t67.77. 50331 3 50331 _ 300 S 5033/ 100.00% 8R.10 107.21
225 436-1-1 Trench Drain,Standard -47 LF 186:C1'II (5,075.01) 47_ (0_67501L q
- 47 _ 3 (6.67501)._.100.00% __.._.6,�8 11 51 89¢39)
226 455-34 a5 2 Prestr• •0 Concrete Rkrg,14'SO 35 LF 175.8T 6,12500 35 6.125.00
227 51-1-2 Pipe Hard Rail-Gundr•)Aluminum � LF 121,00 (6,349.00) -0 q2 4B9 (6.349 _... __. 35q $ 0125q 10000% -_ -.. 4E30.]5 d- 7O/N
. 2 3._.. (8.3452 C0 4) 1 .00% -........ _-----'p.56E� n
6 7202j
�,228 5261-10 Curb and Gutter Type 4 LF 30.714.00 121.24 4 121.24 3 121.24 100.00% 6.p 25.662
222 520-2-4 Curb and Gutter Type D 4 LF 3.38 I (117.52) -4 (117.52) 4.03 $ (117.52) 100.03% I92.4R (23.03)
230 522-1 Concrete SIANwelk and• 4 Thick A SY 5528, Z758.74 40 2758.74
231 522-2 Concrete Sidewalk and O1tow•NN,8'Thick 84 SY 76.98 1 94.00 3 2755.4074 100.00% 5500.45 311.t0
6,435.40 8{ 6,455.40 769 $ 6,455.40 /q.00% S,187.88 100.00% 14110 tOlss
232 M7 2 Oelatlahle Warning Surface 7 SF 26.64 18768 7 187.88
.02
233 570-1-2 Perform Turf.Sod 73 i SY.... 242 17696 73 17688 _..... 73C0 13 17606 100.00% - 138.03.86 3763
!234 635-2-12 Pull SpliceBoo F8.124'a 36'Cover Ns _._i_ -4_EA 6q.00 (2,40000) -3 ._._{240000) _ _ -3 0 S J11gq) Iqq% -1 n.5Me0) (tin 20)
235 Markup N 8 ms 1 IB 4,Iq.22 1,1q.72 1 4,iq 2? ---
f 00 $
4,10022 103.00% 3.23396 8752E
238 Bond and Insurance 1 LS 447.25 447.25 1 447.25 1.00 1$ 447.25 103.00% 35199 95.26
237 425241 Manholes.P-7,<10 5 FA 4,610.00 24.050.00 5 24,050.00 5.00 I 5 24.050.00 100.00% 16,927.35 5.122.65
1 238 425-2-42 Manholes,P-7,<10 -8 EA 8,477.00 (13,477.03) -1 (8,477.00) -1,q !$ (6,477.00) 1C0.00% (667143) (19(5.60)
23S 430-175-I19/Pipe Culvert.Opt U.S.Round 15'S/CD 20 LF 881.25 I 17.625,q 20 17,625.00 20.00 !5 17.625q 100.00% 1y570.66 3.754.13
240 430-175118 Pipe GUNert.Opt Molt Round 18'S/CD J9 LF 604.00 (23,556.00) -30 (23.556.00) -39.03 'f (21,240.00) 100.00% nB.539.5s) (aGas07)
241 43D17512a Pipe Culvert.Opt Ms.Routs 2P S/CD -13 LF 95.1p I (1,248.00) -13 (1,243.00) -13.00 f 1 IN. 1q.00%(. 0O .492.241 [H7.72)
242 431 1 I Pipe Liner.Options!Material,2 34" S _L8 IIO.00! 9(20.00 -5 9(520 q q.q 3 9,52000 Ig00% 7.402.6E 2,027.1E
243 401 1 2 Pipe Liner.Oplwml Material.25--3e"... _..__.......-'3 LF tee 00 f5W 00? ...J (50400)-__----.-..__....---_' ----..__.-. _.._.__ Jq {s ...S53600) 700.00% -..-- l%8_e6j (t0].DS)
244 Bona and Insurance 1 LS 536321 536.32 -- 1 -----538.32 ...__. _._. __..
! _- t.q 13 536 32 HMA0% S 422.0E 111.24'
CN _._ _._-__. ___...- _____... _..-.-_
246 Ganef to.ernersn ad Pump PoleSlafl Control Panel 1 $1101,810.003 6ST,310.00 09182N/q 1 N41011s f .� __- __.. 09862Mi02 3 101364 9 9552% 3 51470972 N 300s.17
Modification _-- -_- TTT
245 Modified Berner Wall Light Pole Foundation 1 LB $ 6638f000 S 1,101,3B9.q O.B9999g9%1 7,N7,3s.00 0.9999g997$ 110t,3q.q Iq.00% 3 sa,l92.M S 234.593.64
41.
$
M Sheet Pile Walls and Caps 27,263 SF 5 95.05 $ 2.565267.00 27E68.543B 3,571,075.05 3 - 27056.840B S 2,571,975.96 99,37% f 2024.147 44 54703152
240 Skeet U9hen9 System II LS $ (4484.,,I (4,464. 1 - (4,484.00) 1C0.00% 3 P,ua.01) NMMOH
249 Maintenance of Traffic Plan 11 LS 5 390,000.00 $ 390.000 0000 1.00 390.000.00 $ - 1 f 390,030.00 100.00% • y 3069]0.00 83 07000
250 General Items I�LS 3 166,07600 5 188,076E0 0.99 198,010.71 3 - -0.823 63 61 3 7.f 196,916.71 153.38% S 147,105.02 39,51369
251 General Conditions 1, LS 3 363.119.00 5 363,119.00 1.00 343,118.1 3 - 0.989999941 S 383,116.96 1C0.00% -- 3 245,774.64 77,344.34
252 Fire Flaw Improvements 1! LS 3 35220.00 5 35.220.00 0 - 3 - 0 '!,S 0.00% - t -
257.._ 4 0<in .
-- • R 1261h Sheet end CollinsCOIHrn 1 LS f N.473 q i 5 24,473C0 o 0 q%S SJ/,9q q 0 - - 0 4 f _-__ 0.001E 5 - �
25{ owners c6Nkg npy 1 Ls s 53/96Bq
•
•
SUB TOTAL Co I 8 5594,059.00 I 5,2537335.54 $ - t - 5 5,262S35,114 90.43% t 414163027 1 0103027
•
TOTAL ADJUSTED CONTRACT PRICE $ 19,521,543.00 I /5,541A4399 $ - I 1v395130.22 It I5 17,057,073.91 07.37% 5 N 18,413,91117 f 3.$33,151174
PROP 9
EXHIBIT A
FORM OF JOINT STIPULATION AND ORDER OF DISMISSAL WITH PREJUDICE
Page 6 of 8
IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT
IN AND FOR MIAMI-DADE COUNTY, FLORIDA
R1C-MAN CONSTRUCTION FLORIDA, Case No.: 23-16016 CA 01
INC.,
Plaintiff,
v.
CITY OF MIAMI BEACH, FLORIDA,
Defendant.
JOINT STIPULATION OF VOLUNTARY DISMISSAL WITH PREJUDICE
Plaintiff, Ric-Man Construction Florida, Inc., and Defendant, City of Miami Beach, Florida
(collectively,the"Parties"), by and through its undersigned attorneys, and pursuant to Fla. R. Civ. P.
1.420(a)(1)(B), hereby file this Joint Stipulation of Voluntary Dismissal with Prejudice and
[Proposed] Order for the same.
The Parties acknowledge and agree that the Court retains jurisdiction with respect to the
interpretation and enforcement of the terms and conditions of a project closeout agreement entered
into by the Parties.
DATED: December 12, 2023 Respectfully submitted,
Frank J. Hild, Esq. Henry J. Hunnefeld, First Assistant City Attorney
Florida Bar No.: 169810 Florida Bar No.: 343811
Christopher D. Mellado, Esq. Freddi Mack, Senior Assistant City Attorney
Florida Bar No.: 1018915 Florida Bar No.: 111623
Martin I Hild,P.A. Rafael A. Paz, City Attorney, City of Miami Beach
555 Winderley Place, Suite 415 1700 Convention Center Drive, 4`h Floor Legal Dept.
Maitland, FL 32751 Miami Beach, FL 33139
Telephone: (407) 660-4488 Telephone(305) 673-7470
Email: fjh(a,martinhild.com Email: henryhunnefeld@miamibeachfl.gov
cdm@martinhild.com freddimack@miamibeachfl.gov
Attorneys for Plaintiff, Ric-Man Attorneys for Defendant, City of Miami Beach
Construction Florida, Inc.
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that, on December 12, 2023, a true and correct copy of the foregoing
was electronically filed via the Florida Courts e-Portal system and served on all registered parties via
electronic service generated by the e-Portal system.
Frank J. Hild, Esq.
Florida Bar No.: 169810
Attorney for Ric-Man Construction
Florida, Inc.
2
IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL CIRCUIT
IN AND FOR MIAMI-DADE COUNTY, FLORIDA
RIC-MAN CONSTRUCTION FLORIDA, Case No.: 23-16016 CA 01
INC.,
Plaintiff,
v.
CITY OF MIAMI BEACH, FLORIDA,
Defendant.
/
[PROPOSED] ORDER DISMISSING ACTION WITH PREJUDICE
THIS CAUSE, having come before the Court upon Plaintiff, Ric-Man Construction
Florida, Inc., and Defendant's, City of Miami Beach, Florida (collectively, the "Parties") Joint
Stipulation of Voluntary Dismissal with Prejudice pursuant to Fla. R. Civ. P. 1.420(a)(1)(B), and
after due consideration, it is ORDERED and ADJUDGED as follows:
1. The Parties' Joint Stipulation of Voluntary Dismissal with Prejudice is hereby
GRANTED.
2. This Action shall be dismissed with prejudice.
3. Each party shall bear its own fees and costs.
4. The Court reserves jurisdiction to interpret and enforce the terms and conditions of
the Parties' settlement agreement in the event the interpretation and enforcement of the same shall
be necessary.
DONE AND ORDERED in Chambers of Miami Dade County, Florida, on this day
of December 2023.
Honorable Barbara Areces
Circuit Court Judge
3
lare111444, i 3100 SW 15th Street
CON8T. FL,INC.I Deerfield Beach, Florida 33442
'DEE�TFIELD BEACH,FLORIDA Office:(954)426-1221
Fax:(954)426-1226
EXHIBIT B
FDOT WARRANTY LETTER
December 22, 2023
Cohn W.Johnson, P.E.
Senior Construction Project Manager
FDOT-D6 North Dade Construction
1773 NE 205th Street, N Miami Beach, FL 33179
Re: ITB-2019-231-KB
I NDIAN CREEK (SR AlA) PHASE III
IMPROVEMENTS FROM 25TH TO 41ST STR
FIN # 439228-2-58-01
Sub: Value Added Asphalt Warranty
Dear Mr.Johnson:
In accordance with Section 338 of the January 2017 edition of the Florida Department of
Transportation Standard Specifications for Road and Bridge Construction (the "FDOT
Specification"), Ric-Man Construction Florida, Inc. agrees to warrant the asphalt placed
within the limits of the above-referenced project for a period of seven (7)years from the
date of Final Acceptance by the Department (i.e. from November 10, 2023).
Should you have any questions or require additional information regarding this matter,
please contact our office.
Respectfully submitted,
RIC-MAN CONSTRUCTION FLORIDA, INC.
By:
Daniel Mancini - President
Ric-Man Construction Florida
Cc: David Martinez, P.E., LEED®AP, Director, Office of Capital Improvement Projects, City
of Miami Beach
David Gomez, P.E., LEED®AP, Division Director, Office of Capital Improvement
Projects, City of Miami Beach
Mina Samadi, P.E., LEED®AP, Senior Project Manager, Office of Capital Improvement
Projects, City of Miami Beach
R I C - M A N RI c r i p N F i OR 1 1) 1 I N
EXHIBIT C
SCHEDULE OF WARRANTIES
Page 8 of 8
Exhibit C
g ITB-2019-231-KB �ON !
G°"y INDIAN CREEK(SR 414)PHASE III a' tt
IMPROVEMENTS FROM 25TH TO 41ST STR
CflN9�,-Fi x�:, CONalkFL,INC.
y; FIN#43922B-2-58-01
H4' L. MIA M1 FoRIOX _
Project Warranties
ii
NUMBER
WORK/ WARRANTY Indian Creek
EQUIPMENT COMMENCEME DURATIO FOOT SPECIFICATION/ Closeout
COVERED COMPANY PROVIDING WARRANTY MANUFACTURER NT DATE N PRODUCT SPECIFICATION CONTACT INFORMATION Package Comments
1 Indian Creek Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 5 Years PL7040.090-2030001;PL7040.090- Ric-Man Construction Florida,Inc. Xylem Letter,
Repaired Pumps USA,LLC Non- 2030002; 3100 SW 15th Street 6/15/2022
Prorated PL7040.090-2030003 Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1226
2 Axial Flow/Mixed Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 5 Years 3000 Series(CP,NP,DP,CT,NT,CZ,LL) Ric-Man Construction Florida,Inc. Xylem Letter,
Centrifugal Pumps USA,LLC 4000 Series(SR,PP) 3100 SW 15th Street 6/15/2022
&Mixers 7000 Series(PL) Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1227
3 Electrical Control Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year/ Xylem Manufactured Control Panels Ric-Man Construction Florida,Inc. Xylem Letter,
Panels USA,LLC 100% 3100 SW 15th Street 6/15/2022
(permanently 2 Years/ Deerfield Beach,Florida 33442
installed) Limited Tel 954.426.1221
Fax 954.426.1228
4 Abrasion/Corrosio Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 18 Months 3000 Series(MP,MF,MH,FS,FP,HP, Ric-Man Construction Florida,Inc. Xylem Letter,
n Resistant& USA,LLC HS)5000 Series(HP,HS) 3100 SW 15th Street 6/15/2022
Chopper/Grinder 8000.280 Series(DP,DZ,DT,DS,DF) Deerfield Beach,Florida 33442
Pumps Tel 954.426.1221
Fax 954.426.1229
5 Dewatering Pumps Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 18 Months 2000 Series(BS,KS) Ric-Man Construction Florida,Inc. Xylem Letter,
USA,LLC 3000 Series(CS,NS,D5) 3100 SW 15th Street 6/15/2022
8000.280 Series(OS,OF) Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1230
6 TOPS&PSS Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 18 Months Fiberglass Pump Station Ric-Man Construction Florida,Inc. Xylem Letter,
USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1231
7 Accessories Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year Permanent/Portable Ric-Man Construction Florida,Inc. Xylem Letter,
USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
8 Hydro ejectors/ Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year HE,JA Ric-Man Construction Florida,Inc. Xylem Letter,
Aerators USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1233
9 Portable Pump Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year Control Boxes(Nolta,MSHA etc.) Ric-Man Construction Florida,Inc. Xylem Letter,
Controls USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1234
Exhibit C
NUMBER
WORK/ WARRANTY Indian Creek
EQUIPMENT COMMENCEME DURATIO FOOT SPECIFICATION/ Closeout
COVERED COMPANY PROVIDING WARRANTY MANUFACTURER NT DATE N PRODUCT SPECIFICATION CONTACT INFORMATION Package Comments
1D Small Pumps Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year 3045,3057,SX Ric-Man Construction Florida,Inc. Xylem Letter,
USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1235
11 Parts* Xylem Water Solutions USA,LLC Xylem Water Solutions 7/1/2022 1 Year All New Spare Parts Ric-Man Construction Florida,Inc. Xylem Letter,
USA,LLC 3100 SW 15th Street 6/15/2022
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1236
12 Galavanized Steel South Florida Electrical Consultant and Millerbernd 7/1/2022 5 Years FDOT Spec 649-4.3.2 requires warranty for Ric-Man Construction Florida,Inc. 48-49
Poles/ Millerbernd Manufacturing Company Manufacturing coating system adhesion and color 3100 SW 15th Street
Master Arms "MMC" Company"MMC" retention for 5-years from Final.Warranty Deerfield Beach,Florida 33442
information must be provided to FDOT prior Tel 954.426.1221
to material first delivery to jobsite.Absent Fax 954.426.1226
designation of the responsible party per this
timeline,Contractor becomes the warranty
holder.
13 Vehicular Traffic South Florida Electrical Consultant and Dialight 7/1/2022 3 Years FOOT Spec 650-4 requires warranty for Ric-Man Construction Florida,Inc. 53
Signal Assemblies Dialight Vehicular Traffic Signal Assembles=3-years 3100 SW 15th Street
as per Section 650 from Final. Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1226
14 Vehicular Traffic South Florida Electrical Consultant and Leotek Electronics 7/1/2022 3 Years FOOT Spec 650-4 requires warranty for Ric-Man Construction Florida,Inc. 61
Signal Assemblies Leotek Electronics USA,LLC USA,LLC Vehicular Traffic Signal Assembles=3-years 3100 SW 15th Street
as per Section 650 from Final. Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1226
15 Vehicle Detection South Florida Electrical Consultant and FLIR Intelligent 7/1/2022 2 Years FDOT Spec 660-4 is 2-years from Final Ric-Man Construction Florida,Inc. 59
System FLIR Intelligent Transportaion Systems Transportaion Systems Product Specification Below: 3100 SW 15th Street
TrafiSense•series Deerfield Beach,Florida 33442
TrafiCam x-stream series Tel 954.426.1221
TrafiRadar series Fax 954.426.1226
SafeWalk series
TI x-stream EDGE
TrafiCam series
4Tl ETH EDGE
FC-Traffic'series
VIP3D.Xs series
Viewcom/Es MAX+
4/05 xp.output expansion boards
VuX series
VuCom
Keypad
VIP-T
VIP-IP
VIP-HD
16 Vehicle Detection South Florida Electrical Consultant and FLIR Intelligent 7/1/2022 2 Years FDOT Spec 660-4 is 2-years from Final Ric-Man Construction Florida,Inc. 59
System FLIR Intelligent Transportaion Systems Transportaion Systems Product Specification Below: 3100 SW 15th Street
D-ITS"series(dome) Deerfield Beach,Florida 33442
PT-ITS•series(pan tilt) Tel 954.426.1221
•The uncooled sensor itself has a 10-year Fax 954.426.1227
warranty
Exhibit C
x i
NUMBER •
WORE/ WARRANTY Indian Creek
EQUIPMENT COMMENCEME DURATIO FOOT SPECIFICATION/ Closeout
COVERED COMPANY PROVIDING WARRANTY MANUFACTURER NT DATE N PRODUCT SPECIFICATION CONTACT INFORMATION Package Comments
17 Pedestrian South Florida Electrical Consultant and PELCO Products Inc. 7/1/2022 5 Years FDOT Spec 665-3=5-years from Final. Ric-Man Construction Florida,Inc. 54
Detection System PELCO Products Inc. Sec 650-Product Specification Below: 3100 SW 15th Street
Vehicular Traffic Signal Assys, Deerfield Beach,Florida 33442
Backplates,Visors. Tel 954.426.1221
Sec 659-Mast Arm,Span Wire,Pole Fax 954.426.1228
Mountings.
Sec 665-Pedestrian Detection System,
Push Buttons.
1187 Internally South Florida Electrical Consultant and Southern 7/1/2022 5 Years FDOT Spec 3.3.5.2 Internally Illuminated Ric-Man Construction Florida,Inc. 58-59
Illuminated Signs Southern Manufacturing Manufacturing Signs=5-years from Final. 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fan 954 476 177R
19 Flashing Beacons South Florida Electrical Consultant and Temple,Inc. 7/1/2022 5 Years FOOT Spec 700-6.4=5 years from Final. Ric-Man Construction Florida,Inc. 55-56
Temple,Inc. 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1229
20 Highway Lighting South Florida Electrical Consultant and Holophane 7/1/2022 5 Years FDOT Spec 992-1.2=5 year warranty Ric-Man Construction Florida,Inc. 3-5
Materials Acuity Brand Lighting,Inc. from Final. 31005W 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1230
21 Traffic Controller South Florida Electrical Consultant and McCain,Inc. 7/1/2022 2 Years FDOT Section 676 Ric-Man Construction Florida,Inc. 60
and Cabinet McCain,Inc. Traffic Cabinet 3100 SW 15th Street
Warranty 760-727-8100 Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1231
22 Control Panel South Florida Electrical Consultant and Custom Controls 7/1/2022 1 Year FOOT Section 992 Ric-Man Construction Florida,Inc. 50
(Lighting Controls) Custom Controls Technology,Inc. Technology,Inc. Highway lighting 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1231
23 Traffic Products South Florida Electrical Consultant and Brown Traffic 7/1/2022 1 Year FOOT Section 700 Ric-Man Construction Florida,Inc. 52
Brown Traffic Products,Inc. Products,Inc. Highway Signing 3100 SW 15th Street
FOOT Section 992 Deerfield Beach,Florida 33442
Highway lighting Tel 954.426.1221
Fax 954.426.1232
governed by January 2017
24 Asphalt General Asphalt 11/10/2023 Warranty
7 Years FDOT Road and Bridge Specification
Section 338
25 Mounting PELCO Products,Inc. PELCO Products Inc. 7/1/2022 FDOT Section 659 Ric-Man Construction Florida,Inc. 54
Assemblies 405-340-3434 3 Years Hardware,cables,connectors 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
Exhibit C
NUMBER
WORK/ WARRANTY Indian Creek
EQUIPMENT COMMENCEME DURATIO FDOT SPECIFICATION/ Closeout
;.:. COVERED COMPANY PROVIDING WARRANTY MANUFACTURER NT DATE N PRODUCT SPECIFICATION CONTACT INFORMATION Package Comments
26 Internally Southern Manufacturing Southern Manufacturing 7/112C?? FOOT Section 700 Ric-Man Construction Florida,Inc. 57
Illuminated Signs 800-866-5699 7 years Highway Signing 3100 SW 15th Street
Internally Illuminated Signs Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
27 Flashing Beacons Temple,Inc. Temple,Inc. 7/1/2022 FOOT Section 700 Ric-Man Construction Florida,Inc. 51&55
Highway Signing 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
28 Highway Lighting Custom Controls Technology Custom Controls 7/1/2022 1 Year FOOT Section 992 Ric-Man Construction Florida,Inc. 50
Materials 305-805-3700 Technology Highway lighting 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
29 Grounding and ASCO Power Technologies ASCO Power 7/1/2022 FDOT Section 620 Ric-Man Construction Florida,Inc. Attached
Lighting Protection 712-212-4460 Technologies 10 years Surge Protection Devices 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
30 Pull,Splice and J- Hubbell Quazite 7/1/2022 FDOT Section 635 Ric-Man Construction Florida,Inc. Attached
Boxes 865-635-2134 1 year Pull,Splice and 1-Boxes 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
31 Network Devices 7/1/2022 FDOT Section 684 Ric-Man Construction Florida,Inc.
5 years MFES 3100 SW 15th Street
5 years Device Server Deerfield Beach,Florida 33442
2 years Video Digital Encoder Tel 954.426.1221
5 years Media Converter Fax 954.426.1232
32 Traffic Monitoring Transportation Control Systems Transportation Control 7/1/2022 1 year TMS System,Sensors,poer unit,cables Ric-Man Construction Florida,Inc. Attached
800-886-2735 Systems 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
33 Highway Lighting Acuity Brands Halophane 7/1/2022 5 years See prior sections above Ric-Man Construction Florida,Inc. 3&4
System 866-465-6742 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
34 Traffic Control Acuity Brands Halophane 7/1/2022 FDOT Section 603&608 Ric-Man Construction Florida,Inc.
Signals and Devices 866-465-6743 See items above 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fan 954.426.1232
35 Cabinet Equipment Flir Intelligent Transportation System Flir Intelligent Ric-Man Construction Florida,Inc. 59
32(0)56 37 22 00 Transportation System 3100 SW 15th Street
660-4-11 Deerfield Beach,Florida 33442
Vehicle Detection System-Cabinet Tel 954.426.1221
Equipment Fax 954.426.1232
36 Video Above Ground Flir Intelligent Transportation System Flir Intelligent Ric-Man Construction Florida,Inc. 59
32(0)56 37 22 01 Transportation System 3100 SW 15th Street
660-4-12 Deerfield Beach,Florida 33442
Vehicle Detection System-Video Above Tel 954.426.1221
Ground Fax 954.426.1233
Exhibit C
NUMBER
WORK/ WARRANTY Indian Creek
EQUIPMENT COMMENCFME DURATIO FDOT SPECIFICATION/ Closeout
COVERED COMPANY PROVIDING WARRANTY MANUFACTURER NT DATE N PRODUCT SPECIFICATION CONTACT INFORMATION Package Comments
37 Stationary Standby Kohler Kohler 7/1/2022 5 years or Kohler Co.
Generator& 3,000 Service Department
Accessories hours M5072
(whicheye
Kohler,WI 53044
r occurs Tel 920-457-4441
first) 800-544-2444
Fax 920-459-1646
Kohlerpawer.com
BELOW ITEMS NOT INSTALLED BY RIC-MAN and SUBCONTRACTORS(NOT WITHIN RIC-MAN SCOPE)
38 Communication 7/1/2022 FOOT Section 633 Ric-Man Construction Florida,Inc. No comm or fiber on this project
Cable 2 years Fiber Optic cable,splice encl.,terminations 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
39 Mid-Block
7/1/2022 FOOT Section 654 Ric-Man Construction Florida,Inc. N/A
,Crosswalk 2 years Rapid Flashing Beacons 3100 SW 15th Street
Assemblies Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
40 Signal&Preemtion 7/1/2022 FOOT Section 663 Ric-Man Construction Florida,Inc. N/A
System 5 years Signal Priority and Preemtion Systems 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
41 Equipment Shelter 7/1/202 FDOT Section 677 Ric-Man Construction Florida,Inc. N/A
1 year Shelter Assembly 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
42 System Control 7/1/2022 FOOT Section 680 Ric-Man Construction Florida,Inc. N/A
Equipment 3 Years Adaptive Signal Equipment 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
43 Video Equipment 7/1/2022 FOOT Section 682
Ric-Man Construction Florida,Inc. N/A
3 Years CCTV Cameras 3100 SW 15th Street
Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
44 Traffic Control
7/1/2022 FOOT Section 695 Ric-Man Construction Florida,Inc. N/A
5 years UPS External Batteries 3100 SW 15th Street
3 years UPS Unit Deerfield Beach,Florida 33442
Tel 954.426.1221
Fax 954.426.1232
MIAMI BEACH
Office of Capital Improvement Projects
COVER SHEET
FROM: Office of Capital Improvements Projects
Luigi Molina Ext. 26424
To: City Clerk's Office
DROP OFF DATE: 01/18/2024
DOCUMENT(S): Indian Creek Drainage Improvements Phase III — Project Closeout
Agreement
Otteleek%Signature Needed
As part of the final project reconciliation Change Order No. 3 for the Indian Creek
Drainage Improvements Phase III project, Exhibit 4— Negotiated Project Closeout
Agreement between the City and Ric-Man Construction Florida, requires signatures from
the City Manager and City Clerk.
Two copies of the Project Closeout Agreement and one copy of the corresponding
exhibits are included.
Thank you.
RESOLUTION NO. 2016-29332
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF
MIAMI BEACH, FLORIDA, APPROVING THE SUBSTANTIVE BUSINESS TERMS
OF A PROPOSED AGREEMENT BETWEEN THE CITY AND FLORIDA
DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE COST SHARING OF A
CONSTRUCTION PROJECT ON INDIAN CREEK DRIVE, BETWEEN 26TH AND
41ST STREETS, FOR THE CONSTRUCTION OF A SEAWALL BARRIER WALL,
IMPROVED STREET DRAINAGE, AND RAISING THE ROAD ELEVATION;
AUTHORIZING THE CITY MANAGER AND CITY ATTORNEY'S OFFICE TO
NEGOTIATE A FINAL AGREEMENT WITH FDOT BASED UPON THE
APPROVED TERMS; AND FURTHER AUTHORIZING THE MAYOR AND CITY
CLERK TO EXECUTE THE FINAL AGREEMENT; PROVIDED THAT, SHOULD
ANY OF THE SUBSTANTIVE TERMS BE MODIFIED, THEN REQUIRING THE
AGREEMENT TO COME BACK TO THE CITY COMMISSION FOR FURTHER
APPROVAL.
WHEREAS, Indian Creek Drive is a State-owned and maintained road, but is considered
one of the City's main transportation corridors, establishing a southbound artery between North
Beach and South Beach; and
WHEREAS, Indian Creek Drive is a major commuter road that runs through residential
districts of the City, and is critical for providing emergency services to residents and visitors
(including its use as a hurricane evacuation route); and
WHEREAS. the City experiences extreme high tide events in the Spring and Fall, which
cause intensive and paralyzing flooding on Indian Creek Drive (which consistently flood
between 26th and 34'h Streets); and
WHEREAS, the City has empirical evidence that these flooding events have increasingly
worsened due to these high tide events, which are expected to continue to escalate with sea
level rise; and
WHEREAS, the City has no alternative but to prohibit access to Indian Creek Drive, for
the health, safety and welfare of its residents and visitors multiple times each year, which occurs
two (2)times daily consistent with these higher tidal events; and
WHEREAS, the City, at its own significant cost, has taken exceptional measures to
mitigate this flooding, by installing a temporary flood barrier and the placement of several mobile
pumps; and
WHEREAS, the City has determined that more permanent, corrective actions in
response to these flooding events would require major infrastructure construction for Indian
Creek Drive, between 26`h and 34th Streets, including the construction of a crash barrier seawall
that will maintain street drainage during high tides, and increasing the road elevation, and
WHEREAS, in 2015, Mayor Levine and members of the City Administration traveled to
Tallahassee to meet with the Secretary of Transportation for the purpose of discussing these life
safety concerns surrounding Indian Creek Drive, and to present him with a video documenting
such flooding; and
WHEREAS, at the conclusion of the presentation, there were potential solutions offered
to the Secretary, which included:
• building a seawall from 26th to 41st Street, approximately 4,000 feet in length, at a
5.7 NAVD elevation (City standard). The proposed seawall would be constructed
over a 20 feet deep sheet pile wall that would eliminate water from flowing
underground and from flowing over the wall and flooding the street; and
• installation of a 72 inch drainage line, beginning south of 26th Street, and continuing
all the way to 415'Street, connecting at the drainage system on 41s`Street; and
• construction of a pump station on the 32nd Street street end, that would have the
capacity to pump the 72 inch drainage line and maintain the proper capacity in the
system; and
WHEREAS, since Indian Creek Drive is a State owned and maintained road that is
under Florida Department of Transportation's (FDOT's)jurisdiction, the City Administration also
met with FOOT District Six staff to discuss the sharing of the costs for these identified
improvements; and
WHEREAS, City staff and FDOT have agreed that FDOT would be responsible for the
base cost (estimated to be $15 million) of draining its roadway, and the City would be
responsible for those costs (estimated to be $3.4 million) necessary to accommodate the
additional capacity in the drainage system for the City streets abutting the affected areas of
Indian Creek Drive; and
WHEREAS, the City further recognizes that it owns approximately 30% of the land and
seawalls that border the eastern portion of Indian Creek Drive, and as such, the City
acknowledges that an equitable distribution of those construction costs associated with the
seawall would be appropriate with FDOT responsible for $4.9 Million and the City responsible
for$2.1 million; and
WHEREAS, the total monetary cost for all aspects of this project is estimated to be $25
million, and includes the City's equitable share (based upon those anticipated benefits to its
land, seawall and increased capacity flows to those surrounding City streets)that is estimated to
be $5.5 million; and
WHEREAS, City staff seeks to reduce the time necessary for the development of
drawings for the project, and commence construction by Summer of 2016, thereby enabling
enough of the system to be implemented in order to stem the high tides this Fall; and
WHEREAS, the City would be responsible for completing the project over the next year
by finalizing the elevations and any additional work necessary; and
WHEREAS, FDOT has currently developed a draft agreement that memorializes the
parties respective obligations, which draft agreement is attached as Exhibit "A" to this
Resolution; and
WHEREAS, City staff would recommend that the Mayor and City Commission hereby
approve the substantive business terms for the proposed project, as contained in this
Resolution and the draft agreement; and that City Staff and the City Attorney's Office be further
authorized to negotiate the final agreement (based upon the approved business terms); and, if
successful, that the Mayor and City Clerk be authorized to execute the final Agreement; and
WHEREAS, in the event that any of the proposed business terms change, then the City
Manager will bring those changes back to the City Commission for further approval
NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION
OF THE CITY OF MIAMI BEACH, FLORIDA, that the Mayor and City Commission hereby
approve the substantive business terms of a proposed agreement between the City and Florida
Department of transportation (FDOT) for the cost sharing of a construction project on Indian
Creek Drive, between 26`" and 4151 streets, for the construction of a seawall barrier wall,
improved street drainage, and raising the road elevation, authorizing the City Manager and City
Attorney's Office to negotiate a final agreement with FDOT based upon the approved terms, and
further authorizing the Mayor and City Clerk to execute the final agreement; provided that,
should any of the substantive terms be modified, then requiring the agreement to come back to
the City Commission for further approval.
PASSED AND ADOPTED this 9 day of March, 2016,
Philip�•ev' Or
ATTEST:
dil
Ki' 3 e ---- j/ I� B G.
�4 /
Ra ael E. Granado, City Clerk \P,. y 1°
w%. :
T \AGENDA\20161March\Public i 01 SO ocx
- I
APPROVED AS TO
FORM &LANGUAGE
&FOR EXECUTION
"g___L___e"L. '1 el ( ((9
City Attorney Date
COMMISSION ITEM SUMMARY
Condensed Title:
A Resolution Of The Mayor And City Commission Of The City Of Miami Beach,Florida,Accepting An Agreement
Between The City Of Miami Beach And The Florida Department Of Transportation(FDOT)For The Cost Sharing Of A
Construction Project On Indian Creek Drive, Between 26th And 4151 Streets, For The Construction Of A Seawall,
Improving Street Drainage And Road Elevation, In The Amount Of$5.5 Million Dollars (Of A$25 Million Dollar
Project)
Key Intended Outcome Supported:
Item Summary/Recommendation:
Indian Creek Drive is considered one of the City's main corridors,forming a southbound artery between North/Mid
Beach and South Beach. Indian Creek as a major commuter road which runs through residential areas where the
City provides emergency services and is also a hurricane evacuation route.
During the extreme high tide events in the spring and fall,Indian Creek Drive consistently floods between 26'h and 34'h
Streets. Over the years,these flooding events have worsened due to higher tides which are expected to escalate with
sea level rise. This leaves City staff with no choice but to close the roads multiple times each year,two times each
day coincident with high tides. The majority of flooding has been controlled by the extraordinary installation of a
temporary flood barrier and several pumps at significant cost. Correcting this flooding would entail major construction
at this location,including building a crash barrier wall to serve as a seawall in order to maintain street drainage during
high tides,as well as increase the road elevation.
Last year, Mayor Levine along with City Administration traveled to Tallahassee to meet with the Secretary of
Transportation to discuss these concerns,and to present him with a video documenting such flooding. At the end of
the presentation,potential solutions were offered to Secretary Boxold including:
• Concepts of building a seawall from 26 to 4151 Street,approximately 4,000 feet in length,at a 5.7 NAVD elevation
(City standard). The proposed seawall would be constructed over a 20 feet deep sheet pile wall that would
eliminate water from flowing underground and from flowing over the wall and flooding the street;
• The installation of a 72 inch drainage line beginning south of 261h Street and continuing all the way to 4151 Street,
connecting at the drainage system on 4151 Street;
• The construction of a pump station on the 32nd Street end, that would have the capacity to pump the 72 inch
drainage line and maintain the proper capacity in the system:
• As part of the project,the City recommended raising the roads to a 3.7 NAVD elevation. However,prior to doing
so,the City would conduct field surveys of the project area to ensure businesses would not be adversely impacted
and be able to establish a transition.
Since Indian Creek falls within the Florida Department of Transportation(FDOT)jurisdiction,City Administration met
with FDOT District Six staff to discuss the sharing of the costs for this proposed project. At this meeting, it was
agreed upon that FDOT would be responsible for the base cost of draining their roadways and the City would be
responsible for the costs necessary to accommodate the additional capacity in the system for City streets.
The approximate base cost for this project is$22 million,and the approximate cost for additional flows due to the City
streets is $3.4 million. Since the City owns approximately 30% of land along Indian Creek Drive and adding
accommodations of street ends and City parking lots, the City agreed to accept part of the cost of the barrier wall
itself,plus the difference between capacity. The construction cost of the wall is estimated at$7 million. The City's
share will be$2.1 million,which totals$5.5 million of the total$25 million project.
Should FDOT take the lead,they anticipated it would take them a year before they could prepare a set of documents,
followed by a project bid process. Should the City take the lead,a design build and a fast track system would be
utilized,following a procurement process.However,the City would propose to reduce the time necessary to develop
the drawings and start construction as early as summer 2016,enabling enough of the system to help during the high
tides this fall. The City would then complete the project over next year by finalizing the elevations and any additional
work necessary.FDOT is currently developing a draft agreement to this project.
THE ADMINISTRATION RECOMMENDS APPROVING THE RESOLUTION.
Advisory Board Recommendation:
Financial Information:
Funds: 1 Amount 1 Account Approved
I I 1
()BPI Total
Financial Impact Summary:
City Clerk's Office Legislative Tracking:
Eric Carpenter, Public Works X6012
Sign-Offs:
Department Director Assistant Manager City M a r
JJF ETC JLM
T WGENDA12016Uanuary\Pubs c Works\TECO.Sum.doc
Agenda Item R i S
MIAMIBEACH Date 3-?-IL,
MIAMIBEACH
City of Miami Beach, 1700 Convention Center Drive,Miami Beach,Florida 33139,www.miomibeochH.gov
COMMISSION MEMORANDUM
TO. Mayor Philip Levine and Members the City C4/ mission
FROM: Jimmy L. Morales, City Manager :ram
DATE: March 9, 2016
SUBJECT A RESOLUTION OF THE MAYOR D CITY COMMISSION OF THE CITY OF MIAMI
BEACH, FLORIDA,ENTERING INTO AN AGREEMENT BETWEEN THE CITY OF MIAMI
BEACH AND THE FLORIDA DEPARTMENT OF TRANSPORTATION(FOOT)FOR THE
COST SHARING OF A CONSTRUCTION PROJECT ON INDIAN CREEK DRIVE,
BETWEEN 26TH AND 41ST STREETS, FOR THE CONSTRUCTION OF A SEAWALL
BARRIER WALL, IMPROVING STREET DRAINAGE AND RAISING THE ROAD
ELEVATION, IN THE AMOUNT OF $5.5 MILLION DOLLARS (OF A TOTAL $25
MILLION DOLLAR PROJECT).
BACKGROUND
Indian Creek Drive is considered one of the City's main corridors, forming a southbound artery
between North/Mid Beach and South Beach. Indian Creek as a major commuter road which runs
through residential areas where the City provides emergency services and is also a hurricane
evacuation route.
During the extreme high tide events in the spring and fall, Indian Creek Drive consistently floods
between 26th and 34'' Streets. Over the years, these flooding events have worsened due to higher
tides which are expected to escalate with sea level rise. This leaves City staff with no choice but to
close the roads multiple times each year, two times each day coincident with high tides. The
majority of flooding has been controlled by the extraordinary installation of a temporary flood barrier
and several pumps at significant cost Correcting this flooding would entail major construction at this
location. including building a crash barrier wall to serve as a seawall in order to maintain street
drainage during high tides, as well as increase the road elevation.
Last year, Mayor Levine along with City Administration traveled to Tallahassee to meet with the
Secretary of Transportation to discuss these concerns,and to present him with a video documenting
such flooding. At the end of the presentation, potential solutions were offered to Secretary Boxold
including
• Concepts of building a seawall from 26 to 4151 Street, approximately 4,000 feet in length,at a
5.7 NAVD elevation (City standard). The proposed seawall would be constructed over a 20
feet deep sheet pile wall that would eliminate water from flowing underground and from
flowing over the wall and flooding the street;
• The installation of a 72 inch drainage line beginning south of 26`" Street and continuing all
the way to 41 s' Street, connecting at the drainage system on 415' Street:
FDOT Agreement
March 9. 2016
Page 2 of 2
• The construction of a pump station on the 32r0 Street end, that would have the capacity to
pump the 72 inch drainage line and maintain the proper capacity in the system;
• As part of the project, the City recommended raising the roads to a 3.7 NAVD elevation
However. prior to doing so,the City would conduct field surveys of the project area to ensure
businesses would not be adversely impacted and be able to establish a transition.
Since Indian Creek falls within the Florida Department of Transportation (FDOT)jurisdiction. City
Administration met with FDOT District Six staff to discuss the sharing of the costs for this proposed
project. At this meeting, it was agreed upon that FDOT would be responsible for the base cost of
draining their roadways and the City would be responsible for the costs necessary to accommodate
the additional capacity in the system for City streets
The approximate base cost for this project is $22 million, and the approximate cost for additional
flows due to the City streets is$3.4 million. Since the City owns approximately 30% of land along
Indian Creek Drive and adding accommodations of street ends and City parking lots,the City agreed
to accept part of the cost of the barrier wall itself, plus the difference between capacity. The
construction cost of the wall is estimated at $7 million. The City's share will be $2.1 million, which
totals $5.5 million of the total $25 million project.
Should FDOT take the lead, they anticipated it would take them a year before they could prepare a
set of documents, followed by a project bid process. Should the City take the lead, a design build
and a fast track system would be utilized,following a procurement process. However,the City would
propose to reduce the time necessary to develop the drawings and start construction as early as
summer 2016. enabling enough of the system to help during the high tides this fall. The City would
then complete the project over next year by finalizing the elevations and any additional work
necessary.
FDOT is currently developing a draft agreement to this project.
CONCLUSION
The administration recommends approving the Resolution.
Attachment. Draft Agreement
JLM/ETC/JJF/FRS
T WGENDA\2016\MARCH\PUBLIC WORKS\INDIAN CREEK.MEMO.DOC
Contract Number:
CSFA/CFDA Number:
DEPARTMENT FUNDED AGREEMENT
BETWEEN
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
AND
I L CITY OF MIAMI BEACH
THIS AGREEMENT is made and entered into this Ist day o rktly, 2016, between the
State of Florida Department of Transportation, a component agarf4the State of Florida,
hereinafter referred to as the `DEPARTMENT', and the City o Miami Beach, a municipal
corporation of the State of Florida, existing under the Laws t t to of Florida, hereinafter
referred to as the `CITY OF MIAMI BEACH'. 4. N
RECITALS: a
WHEREAS, the DEPARTMENT has ytirrsdipn ove Nand maintains State Road
(S.R.)AlA/Indian Creek Drive corridor in the CITY dFMMIAMvI BEACH;and '
Pr
WHEREAS,the DEPARTMENT has dra ed concept plans construction of roadway and
drainage improvements on S.R.AlA/Indu :reek Drive from 4�j `:Street to 26th Street(M.P.
1.034 to M.P. 0.232),hereinafter referred tkas t1 OJECT',th.`:fit:i idual elements of which
are outlined in the attached Exhibit"A", `Sc i'pe of se ' which is herein incorporated by
reference;and
Ir-
WHEREAS, t4;�DEP NT has ogrammed funding for the PROJECT under
Financial Project Nt r b443922 Y 52-01, and h agreed to reimburse the CITY OF MIAMI
BEACH for eligible PIZIO a sts pg to a mtmum limiting amount, as outlined in the
attached Exhia' Finan i ,. herein incorporated by reference;and
REAS, t' = LLTY IAMI BEACH has agreed to design, construct, supervise
and ins s S t all aspects o " '`®JECT ruction and administration; and
c'
W , AS, the p.; °-s hereto mutually recognize the need for entering into an
Agreement dent ling and setting forth the responsibilities of each party; and
44,
WHEREA , • 'arties are authorized to enter into this Agreement pursuant to Section
339.08(e)and 339.12,yFFlorida Statutes (F.S.);
Page 1 of 25
Department Funded Agreement benreen the Florida Department of Transportation and the CITY OF MIAMI BEA EXHIBIT
Financial Project Number 439228-1-52-01
# A;;
NOW,THEREFORE, in consideration of the premises, the mutual covenants and other
valuable considerations contained herein, the receipt and sufficiency of which are hereby
acknowledged, the parties agree as follows:
1. INCORPORATION OF RECITALS
The foregoing recitals are true and correct and are incorporated into the body of
this Agreement, as if fully set forth herein.
2. GENERAL REQUIREMENTS
a. The CITY OF MIAMI BEACH shall be raespotist le for assuring that the
PROJECT complies with all applicable Federal, State and Local laws, rules,
regulations, guidelines and standards. ,, ° • y=
b. The CITY OF MIAMI BEACH s411 submit this Agreementto its CITY OF
,K
MIAMI BEACH CommissionikiWficatrOn or approval _r es"olution. A
copy of said resolution is attache %h reto as"Exhibit C , ity of Miami
Beach Resolution',and is herein inco 4di d by reference.
c. The CITY OF MIAMh BEACH shall a vksertise and let a Design-Build
contract, administer, sup4rvise,implement, evalt ate>and inspect all aspects of
PROJECT construction until e'641etion, and, ;as further defined in Exhibit
"A", `Scope of Services' The CITY t/f4.IAMI BEACH shall complete the
PROJECTpn;or before June 3.0t, 2021. A aspects of PROJECT construction
and adn i i .iion are subject DEPARTMENT standards and specifications
andiiust be in'eampliance with all governing laws and ordinances as stated in
Exhibit E' '�
d ;:the CITYQ.F MIAMIEACH shall submit the Project Design Plans
(TM). for tzreview by the DEPARTMENT via Electronic Reviewer
Comt etits ("Ef') and the DEPARTMENT shall submit its comment, if
any, vialERC. TheIDEPARTMENT shall have a period of 14 days from the
1` ,; date that the!,CITY4OF MIAMI BEACH notifies the DEPARTMENT that the
ass plans haveeen placed in the ERC for review and comment ("Comment Due
'spate"). The CITY OF MIAMI BEACH shall respond to the
DEPARTMENT's comments, if any, within 14 days from the date of the
DEONIENT places its comments on the ERC ("Response Due Date"). If
the.DEPARTMENT does not timely submit its comments, the PDP shall be
deemed to have been approved by the DEPARTMENT. The review process
for the Project Design Plans will be deemed concluded when the CITY OF
MIAMI BEACH has submitted the Final Project Design Plans to the ERC,
and the Comment Due Date and Response Due Date for the Final Project
Design Plans have passed, and the CITY OF MIAMI BEACH has addressed
all of the DEPARTMENT's comments that were submitted through the ERC.
Page 2 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 4392284-52-01
e. The CITY OF MIAMI BEACH shall not execute any contract or obligate
itself in any manner requiring the disbursement of DEPARTMENT funds,
including consulting or construction contracts or amendments thereto, with
any third party with respect to the PROJECT without the prior written
approval of the DEPARTMENT. The DEPARTMENT specifically reserves
1 the right to review qualifications of any consultant or contractor and to
approve or disapprove CITY OF MIAMI BEACH employment of same.
f. The CITY OF MIAMI BEACH's attorney shall certify to the DEPARTMENT
that the consultant selection process by the CIkY'OF, MIAMI BEACH in
procuring any consultant contract for engineering, architecture or surveying
services entered into by the CITY OF MFA1yBEACH for purposes of
performing its duties under this Agreement hai een accomplished in
compliance with Section 287.55, Flor k Statutes, Cdhsultants' Competitive
Negotiation Act. °
g. The CITY OF MIAMI BEACH'S-..attorney shall certify to the D.E ARTMENT
that the purchase of commodities-or :contractttial services bythe CITY OF
MIAMI BEACH exceeding the Thre l 1" Amount for CATEGORY TWO
per Section 287.017 F.S. for purposes"&gerforming its duties under this
Agreement has been accomplished in full e$tnpliance with the provisions of
Section 287.057 F.S. •
h. This Agreement and any interestyferetansshall-riot be assigned, transferred or
otherwise encumbered bythe' CITY ''(F MIAMI BEACH under any
circumstances nwithout prior, written consent of the DEPARTMENT.
Hopi ever,this Agreement shall`run to the DEPARTMENT and its successors.
i. The CITY OF,IvlAM1 BEACH shall comply with all federal, state, and local
. awspand ordinances app*ble' with work or payment of work thereof, and
ss Will ot discriminate on the grounds of race, color, religion, sex, national
originOge or disabilityin the performance of work under this Agreement.
;j. The CIT 'OF MI•AMI BEACH agrees to comply with Section 20.055(5),
"Ae% F.S., and 'fo incorporate in all subcontracts the obligation to comply with
Section 20055(5), F.S.
k. TliZO Y OF MIAMI BEACH shall require its construction contractor to
maitiain, at all times during the construction to carry Commercial General
Liability insurance providing continuous coverage for all work or operations
performed under the construction contract. Such insurance shall be no more
restrictive than that provided by the latest occurrence form edition of the
standard Commercial General Liability Coverage Form (ISO FormCG 00 01)
as filed for use in the State of Florida. The limits of coverage shall not be less
than$1,000,000 for each occurrence and not less than a$5,000,000 annual
general aggregate, inclusive of amounts provided by an umbrella or excess
policy,or such other minimum insurance coverage that may be required by
Page 3 of 25
Department Funded,4greement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
the DEPARTMENT's Standards and Specifications for Road and Bridge
Construction,as amended from time to time. The CITY OF MIAMI BEACH
shall further cause its contractor to name the DEPARTMENT as additional
insured party on the afore-stated policies,and to provide evidence of Workers'
Compensation Insurance in accordance with the laws of the State of Florida
and in amounts sufficient to secure the benefit of the Florida Workers'
Compensation law for all employees.
I. To the extent provided by law, the CITY OF MIAMIBEACH shall
indemnify, defend and hold harmless the DEPARP'fENT against any actions,
claims, or damages arising out of, relating to, or esulting from negligent or
wrongful act(s)of,or any of its officers,agejts oremployees,acting within
the scope of their office or employment, in connection ith the rights granted
to or exercised by the CITY OF MIA , IcBEACH hereunder,to the extent and
within the limitations of Section 71.8 Florida Statutes The,foregoing
indemnification shall not constitute a waiverof sovereign irntxi pity beyond
the limits set forth in Florida Stat it§,SectiorQ68.28, nor shall e'same be
construed to constitute agreement bnh Cf;TtY OF MIAMI BEKCH to
indemnify the DEPARTMENT for theegl3gent acts or omissions of the
DEPARTMENT, its officers,agents or ei '7xa yees.Nothing herein shall be
construed as consent bylie CITY OF MIAMLBEACH to be sued by third
parties in any manner ariinttitto this agreement:
'/Y yjV.�.v,N
3. FINANCIAL PROVISIONS K It H>a <1
i a. Eligible PROJECT costs may\not exceed NINETEEN MILLION NINE
HUNDRD FIY SIX THOLSAND FOUR HUNDRED AND EIGHTY
AND 00,10, Dio L 1I S ($19,956,480.00).
b. 1�lie I PARTI NT agrees to compensate the CITY OF MIAMI BEACH for
the sercets described in Exhibit"A"— Scope of Services, up to the maximum
,,,,t . $ Ate;
a limitmg?a ount described in the Method of Compensation attached hereto as
-` ,z. Exhibit"W'
1
4v
c. ,..he CITY, OF MIAMI BEACH shall furnish the services with which to
6nstruct the PROJECT as further detailed in Exhibit"A"of this Agreement.
d. Payr iient shall be made only after receipt and approval of goods and services
unless advance payments are authorized by the Department's Comptroller
under Section 334.044(29), F.S., or by the Department of Financial Services
under Section 215.422(14), F.S.
e. The CITY OF MIAMI BEACH shall provide quantifiable, measurable and
verifiable units of deliverables. Each deliverable must specify the required
minimum level of service to be performed and the criteria for evaluating
successful completion. The PROJECT, identified as Project Number 439228-
Page 4 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
1-52-01, and the quantifiable, measurable and verifiable units of deliverables
are described more fully in Exhibit"A".
f. Invoices shall be submitted by the CITY OF MIAMI BEACH in detail
sufficient for a proper pre-audit and post audit thereof, based on quantifiable,
measureable and verifiable units of deliverables as established in Exhibit"A"—
Scope of Services. Deliverables must be received and accepted in writing by
the DEPARTMENT's Project Manager prior to payments.
i
g. Supporting documentation must establish that th , ee1iverables were received
and accepted in writing by the CITY OF MIAMI BEACH and must also
2L'
establish that the required minimum level of sei ice,to be performed based on
the criteria for evaluating successful corripletion°a"s specified herein and in
Exhibit"A"—Scope of Services was met,
h. There shall be no reimbursement for travel expenses undertl is.Agreement.
i. The CITY OF MIAMI BEACHc, shall have the sole responsibility for
resolving claims and requests for aitioiial work for the PROJECT. The
CITY OF MIAMI BEACH shall further6olely responsible for the funding
of any additional work for.the PROJECT,nbluding but not limited to, work
related to unforeseen circumstances related toil e PROJECT. Prior to making
decisions in this regard, the d11'Y$F MIAMI BEACH shall consult with the
DEPARTMENT which';,impact :ROJECT improvements on the
DEPARTMENT's right of way.:
t"
j. The CITY OFMAMI BEACHshould be aware of the following time frames:
(i.)` "ispectI'ntand approval bf goods or services shall take no longer than
,five (5) wo ila" s�less`the bid specifications,purchase order, or contract
. 4�0' 'specifies othe�se. (Any Feviations should be referenced in the Agreement
or airladdenddiu4mip accordance with Section 21.) The Department 44'44: twenty (20) days toidelver a request for payment (voucher)to the Department
` of Financial,,Services. The twenty (20) days are measured from the latter of
k, the date the invoice is received or the goods or services are received,
inspected,and approved. (Section 215.422(1), F.S.).
,, (ii,) 1f payment is not available within forty (40) days, a separate interest
penalty at a rate as established pursuant to Section 55.03(1), F.S., will be due
and'payable, in addition to the invoice amount, to the CITY OF MIAMI
BEACH. Interest penalties of less than one (1) dollar will not be enforced
unless the CITY OF MIAMI BEACH requests payment. Invoices that have to
be returned to the CITY OF MIAMI BEACH because of CITY OF MIAMI
BEACH preparation errors will result in a delay in the payment. The invoice
payment requirements do not start until a properly completed invoice is
provided to the DEPARTMENT.
Page 5 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Reach
Financial Project Number 439228-I S2-DI
k. A Vendor Ombudsman has been established within the Department of
Financial Services. The duties of this individual include acting as an advocate
for the CITY OF MIAMI BEACH who may be experiencing problems in
obtaining timely payment(s) from a state agency. The Vendor Ombudsman
may be contacted at (850) 413-5516 or by calling the Division of Consumer
Services at 1-877-693-5236. (Section 215.422(5) and (7),F.S.)
1. Records of costs incurred under the terms of this Agreement shall be
maintained and made available upon request to the.DEPARTMENT at all
times during the period of this Agreement and forfi e (5) years after final
payment is made. Copies of these documents;arid records shall be furnished
to the DEPARTMENT upon request. Records dYf costs incurred include the
CITY OF MIAMI BEACH's general aecounting� cords and the project
records, together with supporting doctmerits and recoXdsl of the contractor
and all subcontractors performing work on the project, andaaj1 other records of
the Contractor and subcontractors considered necessary ti by the
DEPARTMENT for a proper audttof costs. (Section 287 058(4);F.S.)
m. In the event this contract is for servicesintexcess of$25,000.00 and a term for
a period of more than;one (1) year, the provisions of Section 339.135(6)(a),
F.S., are hereby incorpc meted
•
The DEPARTMENT, during anyxfiscal year, shall not expend money, incur
any liability, or enter in any,cor tract?;wbich, by its terms, involves the
expenditure of money in excess of the''.mounts budgeted as available for
expenditure'di ing such fiscal year. Any"contract, verbal or written, made in
violation of thisrsubsection is null and void, and no money may be paid on
such"contract. The DEPARTMENT shall require a statement from the
Comptrdtter,Q `�fhe Departgment,that such funds are available prior to entering
z into any sucf�contract ot'otler binding commitment of funds. Nothing herein
contained shall,prevent the making of contracts for periods exceeding one (1)
year,b%t ny con`act so made shall be executory only for the value of the
t<.
services t 1?e rendeled or agreed to be paid for in succeeding fiscal years; and
this parag aph shall be incorporated verbatim in all contracts of the
DEPARTMENT which are for an amount in excess of TWENTY FIVE
>q>THOUSAI ^D DOLLARS ($25,000.00) and which have a term for a period of
more-,than'1 year."
TheDEPARTMENT's obligation to pay is contingent upon an annual
appropriation by the Florida Legislature. (Section 216.311, F.S.)
n. E-Verify:
The CITY OF MIAMI BEACH shall:
Page 6 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228.1-52.01
i.' Utilize the U.S. Department of Homeland Security's E-Verify system
to verify the employment eligibility of all new employees hired by the
Vendor/Contractor during the term of the contract;and
ii. Expressly require any contractors and subcontractors performing work
or providing services pursuant to the state contract to likewise utilize
the U.S. Department of Homeland Security's E-Verify system to
verify the employment eligibility of all new employees hired by the
subcontractor during the contract term.
The CITY OF MIAMI BEACH shall insert the above clause into any contract
entered into by the CITY OF MIAMI BEACH with vendors or contractors
hired by the CITY OF MIAMI BEACH for purposes of performing its duties
under this Agreement.
4. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of
the State of Florida.
5. AMENDMENT
This Agreement may be amended'by mutual agreement of the DEPARTMENT
and the CITY OF MIAMI BEACH expressed in writing, executed and delivered
by each party.
6. INVALIDITY.
If any part of this Agreement shall be determined to be invalid or unenforceable,
the remainder of this Agreement shall not be affected thereby, if such remainder
continues to conform to the terms and requirements of applicable law.
7. COMMUNICATIONS
a. All notices, requests, demands, consents, approvals and other
communications which are required to be served or given hereunder, shall be
in writing and hand-delivered or sent by either registered or certified U.S.
mail, return receipt requested, postage prepaid, addressed to the party to
receive such notices as follows:
To DEPARTMENT: Florida Department of Transportation
1000 Northwest 111 Avenue, Room 6202B
Miami, Florida 33172-5800
Attn: Fabiana Gonzalez, Project Manager
Page 7 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52.01
Ph: (305)470-5183
With copy to:
Alonzo Joseph,Contract Analyst
Ph: (305)470-5428
Fax: (305) 640-7556,
or their designees.
To CITY OF MIAMI BEACH: City of Miami•Beach
Public Works kepartment
x
1700 Co %enta Center Drive •
Miami, Florida:3439
AttriErie T. Carp er
111: (305)673-7080 ', y
b. Notices shall be deemed to hate be receivid by the end of A ,eY(5)business
days from the proper sending they iuriles proof of prior actual receipt is
provided.
8. EXPIRATION OF AGREEMEN
rr
The CITY OF MIAMI BEACH agree�to;complete the PROJECT on or before
June 301h, 2021. If the CITY 41~'`~MTA tBEACH does not complete the
PROJECT;,witSinethis time perio9;ithis Agreement will expire unless an extension
of the tore period `requested by 4he CITY OF MIAMI BEACH and granted in
writing %the DE RTMENT's bistrict Six Secretary or Designee. Expiration
of this Agreement�Jv U bedc�ronsidered termination of the PROJECT.
uS:y.
Alto "l t**
9. INV IC11 D Pk' ] SS RE O tTS
q In order to obtai aft payments,,tl e CITY OF MIAMI BEACH shall:
i
1.
"i Submit monthly progress reports that: 1) describe the work performed; 2)
Ifk,adequatelyOnstify and support the payment requested; and 3) are in a format
"4at is acceptable to the DEPARTMENT;and
ii. Subrliit to the DEPARTMENT quarterly invoices on CITY OF MIAMI
BEACH forms and such other data pertaining to the PROJECT in support of
the invoice total;and
iii. Comply with all applicable provisions of this Agreement.
The CITY OF MIAMI BEACH will invoice the DEPARTMENT on a monthly
basis for completed work. The CITY OF MIAMI BEACH must submit the final
Page 8 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52.01
invoice on this PROJECT to the DEPARTMENT within one hundred twenty
(120)days after the expiration of this Agreement.
10. FINANCIAL CONSEQUENCES
Payment shall be made only after receipt and approval of goods and services
unless advance payments are authorized by the Chief Financial Officer of the
State of Florida under Chapters 215 and 216, F.S. . Deliverable(s) must be
received and accepted in writing by the Contract Manager on the
DEPARTMENT's invoice transmittal forms prior to payment. If the
DEPARTMENT determines that the performance of the CITY OF MIAMI
BEACH is unsatisfactory, the DEPARTMENT shall notify the CITY OF MIAMI
BEACH of the deficiency to be corrected,which correction shall be made within
a time-frame to be specified by the DEPARTMENT. The CITY OF MIAMI
BEACH shall, within five(5)days after notice from the DEPARTMENT, provide
the DEPARTMENT with a corrective action plan describing how the CITY OF
MIAMI BEACH will address all issues of .contract non-performance,
unacceptable performance, failure to meet the minimum performance levels,
deliverable deficiencies, or contract non-compliance. If the corrective action plan
is unacceptable to the DEPARTMENT,the DEPARTMENT, at its option may:
(a) Assess a non-performance retainage equivalent to 10% of the total
invoice amount. In such an event, the retainage shall be applied to the invoice for
the then-current billing period.'-The-retainage shall'be withheld until the CITY OF
MIAMI BEACH resolves the deficiency. If the deficiency is subsequently
resolved, the CITY OF MIAMI BEACH may bill the DEPARTMENT for the
retained amount during the next billing,period. If the CITY OF MIAMI BEACH
is unable to resolve the deficiency, the funds retained may be forfeited at the end
of the Agreement period; or
• (b) Terminate the agreement and pursue all remedies available to the
DEPARTMENT under the law, including but not limited to seeking
reimbursement for damages and costs for the CITY OF MIAMI BEACH's failure
to cure such deficiency
11. AUDITS
State of Florida Single Audit Act requirements as outlined in the attached Exhibit
"D", `Audit Reports',are incorporated herein by reference.
12. ENTIRE AGREEMENT
This Department Funded Agreement is the entire Agreement between the parties
hereto, and it may be modified or amended only by mutual consent of the parties
in writing.
13. PUBLIC RECORDS
Page 9 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
The CITY OF MIAMI BEACH shall allow public access to all documents,
papers, letters, or other material subject to the provisions of Chapter 119, Florida
Statutes, and made or received by the CITY OF MIAMI BEACH in conjunction
with this Agreement. Specifically, if the CITY OF MIAMI BEACH is acting on
behalf of a public agency the CITY OF MIAMI BEACH shall:
(a) Keep and maintain public records that ordinarily and necessarily would be
required by the DEPARTMENT in order to perform the services being
performed by the CITY OF MIAMI BEACH.
(b) Provide the public with access to public records on,;the,same terms and conditions
that the DEPARTMENT would provide the reeord's and at a cost that does not
exceed the cost provided in Chapter 119, Florida `Statutes, or as otherwise
provided by law.
(c) Ensure that public records that are exempt or confidential ands'"empt from public
q exceptby
records disclosure requirements are not disclosed as autho zed law.
(d) Meet all requirements for retainin blic record:§;and transfer, auto cost, to the
DEPARTMENT all public records it e'; ssess on'-of the CITY OF MIAMI
BEACH upon termination of the contract" and destroy any duplicate public
records that are exempt o&:confidential and a empt from public records disclosure
requirements. All recorst;ored electronical1tmust be provided to the
DEPARTMENT in a format Cha is c, mpatible witififie information technology
systems of the DEPARTMENT
Failure by the CITY OF MIAMI BEACIl:tolgrant such public access shall be
grounds for ;iimediate unilateral cancell,E o-t n of this Agreement by the
444.
DEPARTMENT The CITY OF;.MIAMI BEACH shall promptly provide the
DEPAR ',; ENT with a copy of any,request to inspect or copy public records in
possessiontof the Cl<TY OF MIAMI'BEACH and shall promptly provide the
DEPARTMEN TAAjOiflthe�CJTY OF MIAMI BEACH's response to each
such request rt
f
Ag,„
fang&r
i.=-REMAINDER OF PAGE INTENTIONALLY LEFT BLANK--
Page 10 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
IN WITNESS WHEREOF, the parties hereto have executed this Agreement,on the day
and year above written.
CITY OF MIAMI BEACH: STATE OF FLORIDA, DEPARTMENT
OF TRANSPORTATION:
BY: BY:
CITY OF MIAMI BEACH MAYOR DISTRICT SECRETARY
ATTEST: ATTEST:
(SEAL) CITY OF MIAMI BEACH CLERK (SEAL) EXECUTIVE SECRETARY
LEGAL REVIEW:
•
CITY OF MIAMI BEACH ATTORNEY r DISTRICT CHIEF COUNSEL
yt e
rrq.A
Page I I of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
EXHIBIT"A"
SCOPE OF SERVICES
Under this Agreement, the CITY OF MIAMI BEACH will provide the following services from
Begin Milepost 1.034 to End Milepost 0.232 as detailed in the concept plans and typical section
in Exhibit"Al":
o Reconstruct roadway along S.R. ALAI Indian Creek Drive from 41m Street to
south of 26th Street
o Install signing and pavement marking
o Construct sheet pile wall along west side of roadway
o Construct special rigid concrete barrier wall
o Construct a pump station at 32"d Street. All incidentals to pump station
construction such as pollution control box,outfall-energy dissipator,unit,
structural, electrical and mechanical pump station components as well as
incidental seawall replacement shall be included.
o Construct 72"RCP pipe trunk-line(water-tight system)
o Construct incidental roadway"drainage including inlets,manholes,trench drains,
inlets lateral-pipes and manhole=stub connections to side-street drainage systems.
o Lining of side-street's storm drain systems within project limits
o Protect seawall within project limits:-
o Install new roadway lighting system along the west side of roadway
o Replace traffic signal at 29th Street;,.
o Modify traffic signals at 26th Street and 41st Street
o Modify mid-block crossing north of 39'h Street
o „Relocate existing 6" gas main
o Adjust utilities including but not limited to valves,meters&manholes
PROJECT Limits: SR AlA/ Indian Creek Drive from 41st Street to 26th Street(M.P. 1.034 to
M.P. 0.232)
FDOT Financial Project Number: 439228-1-52-01
County: Miami-Dade
,..;.7
FDOT Project Manager: Fabiana Gonzalez, P.E.
CITY OF MIAMI BEACH Project Manager: Eric T. Carpenter, P.E.
Page 12 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-0!
EXHIBIT "Al"
CONCEPT PLANS AND TYPICAL SECTION
i
1
:F
b
lA5 -,..,,,, ,..
,...,*, , ,...,.„,.., 4
,,,,,
tr14.
,.'4'6, p
4
'V
Page 13 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
EXHIBIT "B"
FINANCIAL SUMMARY
Estimated PROJECT costs and deliverables for reimbursement are below-listed, for 439228-1-52-
01:
Item Amount Fund Type
SEDIMENT BARRIER ''01 `2. 7,950 State Funds
et Rk
FLOATING TURBIDITY BARRIER 125,000 State Funds
INLET PROTECTION SYSTEM 's $2, , �: State Funds
CLEARING&GRUBBING «
', $59,000 State Funds
ROADWAY REGULAR EXCAVATION 4 `'., $79,605 "State Funds
TYPE B STABILIZATION $31,575 State Funds
OPTIONAL BASE,BASE GROUP 09(TYPE 12.5) 4'' k $286,750 State Funds
SUPERPAVE ASPHALTIC CONC,TRAFFIC C(ASSUMEO`;,3"TH CK)�°` w $322,019 State Funds
l Y N:l 'yr SAY,"cam,::
ASPH CONC FC,TRAF B,FC-9.5,PG 76-22,ARB ' :,, $112,802 State Funds
IrkINLETS,CURB,TYPE P-4 <10: t` $69,960 State Funds
INLETS,CURB,TYPE P-5; 1Q' ' $27,700 State Funds
INLETS,CURB,TYPE P 6 <10' r .. �,,�" $9,239 State Funds
h
PIPE CULV,Opt ATL^ RGUN.D,18"S/rr`,9 '4, $18,984 State Funds
. i
PIPE CUL, ,kOPT MATL,ROUND'36"S/CD $55,513 State Funds
PIPE CULV,OPT MAIL, ROUND,481S/CD x.
$1,731 State Funds
PIPE CULV,OPT r0,5,ROUND,72 S/CD(INCLUDES AVERAGE 13'-DEEP TRENCH
EXCAVATION,MUCKTFtAJLING&DISPOSAL,DEWATERING,TRENCH SHORING& $5,210,400 State Funds
TRENCH FILL MATERIAU.. <;,r
PIPE LINER,OPTIONAL MATERIAL,0-24" $229,940 State Funds
PIPE LINER,OPTIONAL MATERIAL,25-36" $ 158,370 State Funds
TRENCH DRAIN(SPECIAL) $243,000 State Funds
PUMP STATION(TRASH RAKE,WET WELL,VALVE BOX,SLUICE GATE,ENERGY
DISSIPATOR,POLLUTION CONTROL BOX,INCIDENTAL STRUCTURAL,MECHANICAL F $2,000,000 State Funds
ELECTRICAL)
Page 14 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52.01
I
I
SHEET PILING STEEL,F&I PERMANENT(CONTINUOUS FROM BEGIN TO END PROJEC $3,585,143 State Funds
CONCRETE CURB&GUTTER,TYPE F $217,350 State Funds
SHLDR CONC BARRIER WALL,RIGID SHLDR 54" $1,178,667 State Funds
CONCRETE SIDEWALK AND DRIVEWAYS,4" $253,299 State Funds
CONCRETE SIDEWALK AND DRIVEWAYS,6" $19,438 State Funds
PERFORMANCE TURF,SOD $3,625 State Funds
UTILITY PIPE,F&I,DI/CI,WATER/SEW,20-49.9 $68 056 State Funds
PAVEMENT MARKING . '
J,.- c
SINGLE POST SIGN,F&I GROUND MOUNT,UP TO 12 SF .,; 00 State Funds
THERMOPLASTIC,STANDARD-OPEN GRADED ASPHALT SURFACES ifNHITE,SOLID,6" $2,125 °,., State Funds
a.t..� . ,
THERMOPLASTIC,STANDARD-OPEN GRADED ASPHALT SURER•; y,WHITE,SKIP,6', ?`. uy
30 SKIP OR 3 9 LANE DROP _ ,„ .k,�„ $1,530 `.estate Funds
LIGHTING I` "'''
LIGHTING CONDUCTORS,F&I,INSULATED,NO 4 TONO��� r'$31,000 State Funds
p.
POLE CABLE DISTRIBUTION SYSTEM,CONVENTIONAL p ,�g z. $10,022 State Funds
�r; le5
a +. a'
LIGHT POLE COMPLETE-SPECIAL DESIGN.F&I,SINGLE ARM SHOULDER IViOUNT,
ALUMINUM,40' ,41* $166,371 State Funds
y' -% u..
H ,:
SIGNALIZATION 0 ar
ELECTRICAL SERVICE`WIR t "`s'
.„if, �•, iA $325 State Funds
ELECTRICAL'POWER SERVICEF,�&I UND RGROUND,METER PURCHASED BY
CONT.RAt?OR "^ $2,909 State Funds
9,
•
PRESTRESSED�CONCRETE POLE,F :1;3TYPE P-II SERVICE POLE $2,274 State Funds
MAST ARM,REMOVE'SHALLOW FOUNDATION,BOLT ON ATTACHMENT $4,549 State Funds
MAST ARM,F&I,WIND SPEED-150SINGLE ARM-36 $24,463 State Funds
MAST ARM,F&I,WIND SPEED-150,SINGLE ARM-60 $33,644 State Funds
TRAFFIC SIGNAL,3 SECT., 1 WAY,ALUMINUM $3,790 State Funds
SIGNAL PEDESTRIAN(F&I)(LED)(1 WAY) $2,412 State Funds
LOOP DETECTOR INDUCTIVE,F&I,TYPE 9 $460 State Funds
LOOP ASSEMBLY,F&I,TYPE A • $1,629 State Funds
PEDESTRIAN DETECTOR,F&I $416 State Funds
Page 15 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
TRAFFIC CONTROLLER ASSEMBLY, 170,F&I $25,297 State Funds
TRAFFIC CONTROLLER ASSEMBLY,REMOVE CONTROLLER CABINET $1,819 State Funds
INTERNALLY ILLUMINATED SIGN,RELOCATE $1,889 State Funds
20%CONTINGENCIES $3,504,620 State Funds
MOBILIZATION(5%OF CONSTRUCTION COST) $876,155 State Funds
MAINTENANCE OF TRAFFIC(5%OF CONSTRUCTION COST) $,876,155 State Funds
<zsis
DEPARTMENT Responsibility \}yv , `'a•
s s.� $19,956,480
(Maximum Limiting Amount) s ;,
v a ,
MANHOLES,SPECIAL,BMP STRUCTURE,SLUICE GATE STRUCTURE,JUNCTION -^ City of Miami
$255;000 Beach Funds STRUCTURE>10' F
JUNCTION BOXES,J-7,<10' a°;' s"�'���. City of Miami
: .a *�� $142,915 rS ,r
Beach Funds
:r
JUNCTION BOXES,J-7,>10' M Cityof Miami
"1r $384,000
Beach Funds
i
SHEET PILING STEEL,F&I PERMANENT(CONTINUOU-S FROM BEGIN TO EN�PRQJEC Cityof Miami
` ^ $ $1,536,490
f„ r , ,5' Beach Funds
SHLDR CONC BARRIER WALL,RIGID SHLDR 54" b lY City of Miami
x � $505,143
,�,v �;- tip: Beach Funds
DESIGN FEE-CONSTRUCTION5SUPERVISION FEE City of Miami
$2,576,452
.40Qk f
lt#q�i� /k Iv
¢..
't CITY OF 1V(IAMI BEACH Responsibility $5,400,000
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Page 16 of 25
Department Funded Agreement between the Florida Department oJ Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
EXHIBIT "C"
CITY OF MIAMI BEACH RESOLUTION
To be herein incorporated once approved by the CITY OF MIAMI BEACH Commission.
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Page 17 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 4392284-52-01
EXHIBIT "D"
AUDIT REPORTS
The administration of resources awarded by the Department to CITY OF MIAMI BEACH be subject to audits
and/or monitoring by the Department, as described in this section. For further guidance, see the Executive
Office of the Governor website,which can be found at: www.fssa.state.fl.us.
MONITORING
In addition to reviews of audits conducted in accordance with OMB Circular A-133"and Section 215.97,F.S.,as
revised (see "AUDITS" below), monitoring procedures may include, but•not be lined to, on-site visits by
Department staff, limited scope audits as defined by OMB Circular A-133,'as revised,and/or other procedures.
By entering into this agreement, the recipient agrees to comply and cooperate fully with any monitoring
procedures/processes deemed appropriate by the Department. In the event the Department determines that a
limited scope audit of the recipient is appropriate, the recipient agrees to comply with any,,additional
instructions provided by the Department staff to CITY OF MIAMI BEACH regarding such audit:i;CITY OF
MIAMI BEACH further agrees to comply and cooperate with any inspections, reviews, investigations, or
audits deemed necessary by the Department's Office of Inspector General(OIG)and Florida's Chief Financial
Officer(CFO)or Auditor General.
AUDITS
PART I: FEDERALLY FUNDED
Recipients of federal funds(i.e.state,local government,or nonprofit organizations as defined in OMB Circular
A-133,as revised)are to have audits done annually usingthefollowing criteria:
1. In the event that the recipient'expends $500,000•,or more in Federal awards in its fiscal year, the
recipient must have'a„single or program-specific audit conducted in accordance with the provisions of
OMB Circular A-133;as revised ,EXHIBIT Ito this;agreement indicates Federal resources awarded
through the Department by this agreement: .In determining the Federal awards expended in its fiscal
year, the recipient„shall consider all sources'of Federal awards, including Federal resources received
from the Department. The determination of amounts of Federal awards expended should be in
accordance with the guidelines established by OMB Circular A-133, as revised. An audit of the
'recipient conducted by'thtAuditor General in accordance with the provisions OMB Circular A-133,as
revised,:will meet the requirements of this part.
2. In connection with the audit requirements addressed in Part I,paragraph I.,the recipient shall fulfill the
requirements';relative to auditee responsibilities as provided in Subpart C of OMB Circular A-133, as
revised. x,
3. If the recipient expends less than $500,000 in Federal awards in its fiscal year, an audit conducted in
accordance with the provisions of OMB Circular A-133, as revised, is not required. However, if the
recipient elects to have an audit conducted in accordance with the provisions of OMB Circular A-133,
as revised,the cost of the audit must be paid from non-Federal resources(i.e.,the cost of such an audit
must be paid from recipient resources obtained from other than Federal entities).
j 4. Federal awards are to be identified using the Catalog of Federal Domestic Assistance(CFDA)title and
number,award number and year,and name of the awarding federal agency.
Page 18 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-/-52-0/
PART II:STATE FUNDED
Recipients of state funds(i.e. a nonstate entity as defined by Section 215.97(2)(1), Florida Statutes)are to have
audits done annually using the following criteria:
I. In the event that the recipient expends a total amount of state financial assistance equal to or in excess of
$500,000 in any fiscal year, the recipient must have a State single or project-specific audit for such
fiscal year in accordance with Section 215.97, Florida Statutes; applicable rules of the Department of
Financial Services and the CFO; and Chapters 10.550 (Local GovernmentallEntity Audits) or 10.650
(Florida Single Audit Act: Audits Nonprofit and For-profit Organizations),Rules of the Auditor
General. EXHIBIT I to this Agreement indicates state financial,`' sistance awarded through the
Department by this Agreement. In determining the state financial as sistanee.expended in its fiscal year,
the recipient shall consider all sources of state financial assistane4 includitt .state financial assistance
received from the Department, other state agencies, and .other non-state gi tti s. State financial
assistance does not include Federal direct or pass-through.aw'atds'and resources c ived by a non-state
entity for Federal program matching requirements '7Y =k
2. In connection with the audit requirements addressed°ut art II, patlagraph 1 of Exhibi is tl" of this
Agreement, the recipient shall ensure that the audit cbtnplies;,with the requirements of Section
215.97(7), Florida Statutes. This includes submission of 4altcial reporting package as defined by
,,.Section 215.97(2)(d), Florida Statutesand Chapters 10.550�" l al governmental entities) or 10.650
(nonprofit and for-profit organizations),Rkles pf the Auditor Gentilt,,
3. If the recipient expends less than $500,00p n state,;f ancial assist Wan its fiscal year, an audit
conducted in accordance with the provisio4 of S'eh1 15.97 Flo da Statutes, is not required.
However if the recipient elects to have an audit`condu_t<d i -ccordance with the provisions of Section
215.97,Florida Statutes,Ythegost of the audit m 't bepaid from`t `ion-state entity's resources(i.e.,the
cost of such an audit ittia.b raid from the i cipient's resources obtained from other than State
entities). A41,
4. State awards are to ar,g3tttifigtdistoj9.g4he Catalog of State Financial Assistance (CSFA) title and
number, war.f umber annsg,an atnerfAsstafe agency awarding it.
PART"II 'OTHER AUDIT R Q`UIREMt,b I SA
The recipient sH$I(':follow up and :'e corrective action on audit findings. Preparation of a summary schedule
of prior year auditclings, including corrective action and current status of the audit findings is required.
Current year audit figaiiiks require corrective action and status of findings.
Records related to unresolved audit findings,appeals,or litigation shall be retained until the action is completed
or the dispute is resolved. Access to project records and audit work papers shall be given to the Department,the
Department of Financial Services, and the Auditor General. This section does not limit the authority of the
Department to conduct or arrange for the conduct of additional audits or evaluations of state financial assistance
or limit the authority of any other state official.
PART IV: REPORT SUBMISSION
Page 19 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
•
1. Copies of reporting packages for audits conducted in accordance with OMB Circular A-133,as revised,
•
and required by PART I of this agreement shall be submitted, when required by Section .320(d),OMB
Circular A-133,as revised,by or on behalf of the recipient directly to each of the following:
A. The Department at each of the following addresses:
Florida Department of Transportation
Office of Comptroller,MS 24
605 Suwannee Street
Tallahassee, Florida 32399-0405
Email: FDOTSingleAudit@dot.state.ft.usri9
B. The Federal Audit Clearinghouse designated in OMB Circular'A33, as revised (the number of
copies required by Sections .320 (d)(1) and (2), OMB Cii.ular A: 3, as revised, should be
submitted to the Federal Audit Clearinghouse),at the followi address
�
;. ;..
Federal Audit Clearinghouse -
Bureau of the Census
1201 East l0''Street 40 %: 'µ%r.
Jeffersonville, IN 47132 r2M
C. Other Federal agencies and pass-through entities in a•."'dance with Sections .320 (e) and (f),
OMB Circular A-133,as revised. :.r ..
2. In the event that a copy of the reporting package fooran audit require li.' ,4RT 1 of this agreement and
conducted in accordance with OMB Circular A=134 revised, is nott quired to be submitted to the
Department for reasons pursuant to section .320(e)(2)'�pMB Circular:A=133, as revised, the recipient
t tF�o ectt.
shall submit the required written notificationspursua'tit on; '.320 (e)(2) and a copy of the
recipient's audited sched tlerofexpenditures of Federal awards directly to each of the following:
Florida Department of4ansportation
Office oftdXmptroller,qs 24
605 Suwann elStreet
Tallahassee,F el�i fa:323
Email;FDOTSii Audit@do ate;l s
'
addition, pursuant td$Secuon 320%(f) OMB Circular A-133, as revised, the recipient shall submit a
co y df the reporting pacgige described in Section .320(c),OMB Circular A-133,as revised,and any
management letters issued bythe auditor,to the Department at each of the following addresses:
Florida Department of Transportation
Office ofComptoller,MS 24
605 Sii vappc0.Street
Tallahassee,Florida 32399-0405
Email: FDOTSingleAudit@dot.state.f1.us
3. Copies of financial reporting packages required by PART II of this agreement shall be submitted by or
on behalf of the recipient directly to each of the following:
A. The Department at each of the following addresses:
Florida Department of Transportation
Office of Comptroller,MS 24
605 Suwannee Street
Page 20 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
Tallahassee,Florida 32399-0405
Email: FDOTSingleAudit@dot.state.fl.us
B. The Auditor General's Office at the following address:
Auditor General's Office
Room 401,Pepper Building
Ill West Madison Street
Tallahassee,Florida 32399-1450
4. Copies of reports or the management letter required by PART III of this agrepm t shall be submitted by
or on behalf of the recipient directly to: .s .r.-.
A. The Department at each of the following addresses:
Florida Department of Transportationirk4
Office of Comptroller,MS 24 ' '>
605 Suwannee Street r,
Tallahassee,Florida 32399-0405 G£ a}
Email: FDOTSingleAudit ct dot.state.fl.t s
5. Any reports, management letter, or other information required, 1to be submitted to the Department
pursuant to this agreement shall be submitted timely in accordar `with OMB Circular A-133, Florida
Statutes, and Chapters 10.550 (local governmental entities) or i10.650 (nonprofit and for-profit
organizations),Rules of the Auditor General,as pppliaable.
6. Recipients, when submitting financial repotting packz e the Deepartment for audits done in
accordance with OMB Circular A-133 or Chspters 10.550 (loc lat'governmental entities) or 10.650
(nonprofit and for-profitooghnitat►ons), Rules oftle Auditor General, should indicate the date that the
reporting package was delivered tt"the recipient in correspondence acCITY OF MIAMI BEACHing the
reporting package ,.,
PART V: RECORD RETENTION � ; ; .
I. The recipient`steal retain sufficient records demonstrating its compliance with the terms of this
agreement for a period oat leastftvegyears,from the date the audit report is issued, and shall allow the
;Department,or its desigrtethe statd C O'br Auditor General access to such records upon request. The
recipient shall ensure that tliOnndependent audit working papers are made available to the Department,or
its desig e;the state CFO,'"o„rnAudito General upon request for a period of at least five years from the
date the au4ifreport is issued;unless extended in writing by the Department.
"p4Y�
Page 21 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
EXHIBIT- 1
FEDERAL and/or STATE resources awarded to the recipient pursuant to this agreement should be listed below. If the
resources awarded to the recipient represent more than one Federal or State program,provide the same information for each
program and the total resources awarded. Compliance Requirements applicable to each Federal or State program should
also be listed below. If the resources awarded to the recipient represent more than one program, list applicable compliance
requirements for each program in the same mariner as shown here:
• (e.g.,What services or purposes the resources must be used for)
• (e.g.,Eligibility requirements for recipients of the resources)
• (Etc...)
NOTE: Instead of listing the specific compliance requirements as shown above,the Stafewarding agency may elect to use
language that requires the recipient to comply with the requirements of applicabll provisions of specific laws, rules,
regulations,etc. The State awarding agency, if practical, may want to attach a copy if the specific law,rule,or regulation
referred to.
1,►;.,
FEDERAL RESOURCES ��.sk
Federal Agency Catalog of Federal Domestic Assistance Number&Title) Amount
J Compliance Requirements
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1 '`Rpw
,,,... :, ,
STATE RESOURCES `_`
.,
State Agency Catalog of State Financial Ass a,,,,„...
stance(N trili irTittl�b Amount
Florida Department of V <:, 'es' S 19,956,480
Transportation "' a•:
ht
ffi
Compliance Requirements ,..
2. k '
f 3.
t.. it
Matching Resonrbs_for Federal Programs
Federal Agency i .Catalog of Federal Domestic Assistance(Number&Title) Amount
two,
Compliance Requirements
I.
2.
3.
NOTE: Section.400(d)of OMB Circular A-133,as revised, and Section 215.97(5)(a), Florida Statutes, require that
the information about Federal Programs and State Projects included in Exhibit I be provided to the recipient.
Page 22 of 25
Deportment Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-0l
EXHIBIT "E"
STANDARDS AND SPECIFICATIONS
All maps,plans and designs are to be prepared with English values in accordance with all applicable
current DEPARTMENT manuals, memorandums, guidelines including but not limited to:
General ,4444
kx z
o 29 CFR, Part 1910.1101 —Asbestos Standard fofustry, U.S. Occupational
Safety and Health Administration(OSHA)
o 29 CFR, Part 1926, 1 101 —Asbestos Standard for Construction,OSHA
o 40 CFR, Part 61,Subpart M -National;E:rnission Standaidfor Hazardous Air
Pollutants(NESHAP), Environmental Protection Agency (EPA)
o 40 CFR, Part 763,Subpart E—Asbestos-Containing Materialsf Schools, EPA
o 40 CFR, Part 763,Subpart G—Asbestos Worker Protection,EPA
o Americans with Disabilities Act Acce t b l}ty'guidelines(ADAAG)
o Any special instructions from the DEPAR'1(~IvVIENT
o Bicycle Facilities Planning and Design Manual-,..
o CADD Manual
o CADD Production Criteria Handbookfa
o Ch. 469, F.S. —Asbestos Abatement;`Florida Department of Business and
Professional egulation (D) PR}' ''
o Ch. 62237ja.—AsbestosProgram, Florida Department of Environmental
Protection
zn
o Cc de;of Federal l egulations
o Design'"I'raf is P cpydure w `
o.;Fquivalen 'Single Axl'eJ.oad Guidelines
�• PIorida Administrative Codes
fN o Flo`ria?Depart ent;of Business& Professional Regulations Rules
fs, o FloridaIg.partmenfiTtEnvironmental Protection Rules
a:;;o Florida Department of Transportation Basis of Estimates Manual
Florida Department of Transportation Design Standards for Design, Construction,
Mai
,. ntenance, and Utility Operations on the State Highway System
o Florida Department of Transportation Instructions for Structures Related Design
Standards
o Florida Department of Transportation Handbook for Preparation of Specifications
Package
o Florida Department of Transportation Materials Manual
o Florida Department of Transportation Plans Preparation Manual
o Florida Department of Transportation Project Development and Environmental
Manual
o Florida Department of Transportation Standard Specifications for Road and
Bridge Construction
o Florida Statutes
o Florida's Level of Service Standards and Guidelines Manual for Planning
Page 23 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-0!
o K-Factor Estimation Process
o Manual of Uniform Minimum Standards for Design, Construction,and
Maintenance for Streets and Highways
o Model Guide Specifications—Asbestos Abatement and Management in
Buildings,National Institute for Building Sciences(NIBS)
o Policy for Geometric Design of Highways and Streets
o Project Traffic Forecasting Guidelines
o Quality Assurance Guidelines
o Rule 61G17-6, F.A.C., Minimum Technical Standards,for Professional Surveyors
and Mappers '.
o Safety Standards
o Utility Accommodations Guidelines `Fv '
Permits '.
F �
o Chapter 373, F.S.
K )
•
'+ / iT
Drainage
.. R s
o Cross Drain
o Drainage Handbooks $
o Drainage Manual 44V,
o Erosion and Sediment Con -,ol 'F3
o Hydrology ` ; .0-4 `
o Optional Pi a Materials
o Storm Drain
o Storrttwater Management Facility, :,f
o TemporaiiyzDratnage.Handbook
e rg g y `'`^•z 3 �:. :;
Survey)an&Mapping
o All app�cable Flo?id&Statutes and Administrative Codes
ApplicableRules,Guidelines Codes and authorities of other Municipal,County,
Uk State and Fe eral Agencies.
l'FDOT AeriaVSurve in Standards for Transportation Projects Topic 550-020-002
��;i. Surveying P 1 P�
o ^FOOT Right of Way Mapping Handbook
o FbtilAiveying Procedure Topic 550-030-101
o Florda'bepartment of Transportation Right of Way Procedures Manual
o Florida Department of Transportation Surveying Handbook
o Right of Way Mapping Procedure 550-030-015
Traffic Operation Manuals
o AASHTO-An Information Guide for Highway Lighting
o AASHTO -Guide for Development of Bicycle Facilities
o American Disabilities Act
o Federal Highway Administration Manual on Uniform Traffic Control Devices
(MUTCD)
Page 24 of 25
Department Funded Agreement behveen the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-1-52-01
o Federal Highway Administration Standard Highway Signs Manual
o FHWA- Roundabouts: An Informational Guide
o Florida Department of Transportation-Florida Roundabout Guide
o Florida Department of Transportation Manual on Uniform Traffic Studies
(MUTS)
o Florida Department of Transportation Median Handbook
o Florida Department of Transportation Traffic Engineering Manual
o Minimum Specifications for Traffic Control Signal Devices
o National Electric Safety Code
o National Electrical Code ��,
Structures
o AASHTO LRFD Bridge Design Specificatiji s and li terims
x�N
o AASHTO Standard Specifications for Structural Suppirt'sfor Highway Signs,
Luminaires and Traffic Signals,and bterms-
o Florida Department of Transportation Structures Manual . ,�
o Florida Department of Transportation;Structures Design Office etmporary
Design Bulletins(available on Flori pepartrttent of Transportation Structures
web site only) !'
o Florida Department of1Transportation Preferred Details(available on Florida
Department of Transpo:• tion Structures we "ssi;te only)
TicIf
Geotechnical r�
o FHW, >"t^liec• `st and Guideeess for Review of Geotechnical Reports and
Preltt nary Spegfications 'A.
o Ivraalpf Florid=Sampling and Testing Methods
o Soils aoundattonHandbook ''nF
}I, :; Cy 1yJ 3
• Fx ,, . 'C
k ;Y, p u
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,ryR3
x 1
Page 25 of 25
Department Funded Agreement between the Florida Department of Transportation and the City of Miami Beach
Financial Project Number 439228-I-52-01
MIAMI BEACH
City of Miami Beach, 1700 Convention Conker Drive,Miami Beach, Florida 33 139 www.miamibeach41.aw
OFFICE OF THE CITY CLERK,Rafael E.Granada,City Clerk
Tel:305.673.7411,Fax:305.673.7254
Email:CiyClerk@miomibeochll.gov
January 19, 2024
Ms. Carolina Bolado
2939 Indian Creek Drive, Apt 502
Miami Beach, Florida 33140
SUBJECT: Transportation. Parking and Bicycle-Pedestrian Facilities Committee
Dear Ms. Carolina Bolado:
Your membership on the above committee has concluded. The City Commission has requested that I
convey to you its appreciation for your contributions of time and effort, resulting in the successful
functioning of this Committee, and for the interest shown by you throughout your service on it. The work
that you and your fellow committee members have done is greatly appreciated.
Please note that regrettably your parking pass will be deactivated, since your term of membership on the
committee has ended.
Respectfully,
Rafael Granado
City Clerk
cc: Monica Beltran, Parking Director
Monica Beltran, City Liaison