Anabelle Island
Community Development District
JUNE 13, 2023

AGENDA

Anabelle Island Community Development District
475 West Town Place
Suite 114 St. Augustine, Florida 32092

June 6, 2023

Board of Supervisors
Anabelle Island Community Development District Dear Board Members:
The Meeting of the Board of Supervisors of the Anabelle Island Community Development District will be held Tuesday, June 13, 2023 at 2:00 p.m. at the Plantation Oaks Amenity Center, 845 Oakleaf Plantation Parkway, Orange Park, Florida 32065.

Roll Call

Audience Comments (regarding agenda items listed below)

Organizational Matters
Acceptance of Resignation Letters

Appointment of New Supervisor(s) to Fill Unexpired Term(s) of Office

Oath of Office for Newly Appointed Supervisor(s)

Resolution 2023-01, Election of Officers

Consideration of Minutes of the July 12, 2022 Meeting

Ratification of Pay Requisitions (11-20)

Ratification of Construction Funding Request No. 1

Ratification of Audit Engagement Letter with Grau & Associates for Fiscal Year 2022

Consideration of Proposal from United Land Services

Consideration of Resolution 2023-02, Approving the Proposed Budget for Fiscal Year 2024 and Setting a Public Hearing Date for Adoption

Staff Reports
Attorney

Engineer

Manager – Report on the Number of Registered Voters (0)

Supervisors Requests

Audience Comments

Ratification of Funding Requests (15-18)

Consideration of Funding Request No. 19

Financial Statements as of April 30, 2023

Next Scheduled Meeting – July 11, 2023 @ 2:00 p.m.

Adjournment

THIRD ORDER OF BUSINESS

D.

RESOLUTION 2023-01

A RESOLUTION DESIGNATING OFFICERS OF THE ANABELLE COMMUNITY DEVELOPMENT DISTRICT

WHEREAS, the Board of Supervisors of the Anabelle Community Development District at a regular business meeting held on June 14, 2023 desires to elect the below recited persons to the offices specified.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE ANABELLE COMMUNITY DEVELOPMENT DISTRICT:

The following persons were elected to the offices shown, to wit:

Chairman
Vice-Chairperson Marilee Giles		Secretary Marilee Giles		Treasurer
James Oliver		Assistant Treasurer(s) Howard McGaffney	
Daniel Lauglin	 Darrin Mossing	
James Oliver		Assistant Secretary(s) Howard McGaffney	
Daniel Laughlin	 Darrin Mossing	

PASSED AND ADOPTED THIS 14TH DAY OF JUNE, 2024.

Chairman / Vice Chairman

Secretary / Assistant Secretary

FOURTH ORDER OF BUSINESS

MINUTES OF MEETING ANABELLE ISLAND
COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Anabelle Island Community Development District was held Tuesday, July 12, 2022 at 2:00 p.m. at Plantation Oaks Amenity Center, 845 Oakleaf Plantation Parkway, Orange Park, Florida.

Present and constituting a quorum:

Darren Gowens	Supervisor
Joseph Jennessee	Supervisor
Rose Bock	Supervisor

Also present were:

Marilee Giles	District Manager
Jennifer Kilinski by phone	District Counsel
David Taylor by phone	District Engineer Jason Sessions

FIRST ORDER OF BUSINESS	Roll Call
Ms. Giles called the meeting to order. Three Board members were present constituting a quorum.

SECOND ORDER OF BUSINESS	Audience Comments
There being none, the next item followed.

THIRD ORDER OF BUSINESS	Affidavit of Publication
Ms. Giles noted this meeting was publicized appropriately.

FOURTH ORDER OF BUSINESS	Consideration of Minutes of the May 10,
2022 Meeting
Ms. Giles asked if there were any comments, corrections, or changes to the May 10, 2022 meeting minutes. The Board had no changes to the minutes.

July 12, 2022	Anabelle Island CDD

On MOTION by Ms. Bock, seconded by Mr. Gowens, with all in favor, the Minutes of the May 10, 2022 Meeting, were approved.

FIFTH ORDER OF BUSINESS	Acceptance of the Fiscal Year 2021 Audit
Report
Ms. Giles reviewed the audit report and it was noted the audit was a clean audit. It was noted there were no deficiencies in internal controls that are considered to be a weakness. Ms. Giles also noted the District complied with all requirements from March 25, 2021 to September 30, 2021. The Management letter states the current year findings have no findings.

On MOTION by Ms. Bock, seconded by Mr. Gowens, with all in favor, Accepting the Fiscal Year 2021 Audit Report, was approved.

SIXTH ORDER OF BUSINESS	Public Hearing Relating to the Annual
Appropriations and Adopting the Budget for Fiscal Year 2023, Resolution 2022-08
Ms. Giles stated the public hearing and asked for a motion to open.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, Opening the Public Hearing, was approved.

Ms. Giles stated there were no public members attending and asked for a motion to close.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, Closing the Public Hearing, was approved.

Ms. Giles stated this is a Developer funded budget and there are a few changes from FY 22 to FY 23. She added the overall increase was around $4,000. She asked for a motion to approve.

On MOTION by Mr. Gowens, seconded by Ms. Bock, with all in favor, Resolution 2022-08, Public Hearing Relating to the Annual Appropriations And Adopting the Budget for Fiscal Year 2023, was approved.

July 12, 2022	Anabelle Island CDD

SEVENTH ORDER OF BUSINESS	Consideration of Fiscal Year 2022/2023
Budget Funding Agreement
Ms. Giles stated the Developer owns the majority of the property and is willing to provide the funds to allow the District to proceed with its operations.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, the Fiscal Year 2022/2023 Budget Funding Agreement, was approved.

EIGHTH ORDER OF BUSINESS	Consideration of Change Order with A.J.
Johns, Inc.
Ms. Giles stated this change order to A.J. Johns is for sewer and drainage issues. Mr. Taylor reviewed the change order for the Board.

On MOTION by Mr. Jennessee, seconded by Mr. Gowens, with all in favor, the Change Order with A.J. Johns Inc., was approved.

NINTH ORDER OF BUSINESS	Ratification of Pay Requisitions (10)
Ms. Giles noted this has been signed and submitted. Mr. Taylor was available if there were any questions.

On MOTION by Mr. Gowens, seconded by Ms. Bock, with all in favor, To Pay Requisitions (10), was ratified.

TENTH ORDER OF BUSINESS	Staff Reports
Attorney
Ms. Kilinski had nothing further to report.

Engineer – Stormwater Needs Analysis Report
Ms. Giles noted the Stormwater Needs Analysis Report was attached and submitted on June 30th. She asked for a motion to accept.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, the Storm Water Needs Analysis Report, was approved.

July 12, 2022	Anabelle Island CDD

Manager – Discussion of Fiscal Year 2023 Meeting Dates
Ms. Giles stated the meeting dates were listed in the agenda package. Ms. Giles added some clarification on October 11th, which is a day after a holiday. She noted that November 8 is election day and February 14th is a holiday. March 14th might be spring break. She asked for approval and noted that the Board could make changes later. Ms. Giles clarified that these dates are the second Tuesday of the month and the meeting time is 2:00 p.m.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, the Fiscal Year 2023 Meeting Dates, were approved.

ELEVENTH ORDER OF BUSINESS	Supervisors Requests
There being none, the next item followed.

TWELFTH ORDER OF BUSINESS	Audience Comments
There being none, the next item followed.

THIRTEENTH ORDER OF BUSINESS	Ratification of Funding Request No. 13
Ms. Giles presented funding request #13 on page 105 of the agenda package. She noted these were payments to GMS, KE Law Group, and Supervisor payroll for May 2022.

On MOTION by Ms. Bock, seconded by Mr. Gowens, with all in favor, Funding Request No. 13, was ratified.

FOURTEENTH ORDER OF BUSINESS	Consideration of Funding Request No. 14
Ms. Giles presented requisition #14 on page 112. This request includes payments for GMS, KE Law Group, Dunn and Associates and Grau and Associates.

On MOTION by Mr. Gowens, seconded by Mr. Jennessee, with all in favor, Funding Request No. 14, was approved.

FIFTEENTH ORDER OF BUSINESS	Financial Statements as of May 31, 2022
Ms. Giles presented the financial statements as of June 30, 2022. She noted there was no motion required.

July 12, 2022	Anabelle Island CDD

SIXTEENTH ORDER OF BUSINESS	Next Scheduled Meeting – August 16, 2022
@ 2:00 p.m.
Ms. Giles stated the next scheduled meeting will be August 16, 2022 at 2:00 p.m.

SEVENTEENTH ORDER OF BUSINESS	Adjournment

On MOTION by Ms. Bock, seconded by Mr. Gowens, with all in favor, the meeting was adjourned.

Secretary/Assistant Secretary	Chairman/Vice Chairman

FIFTH ORDER OF BUSINESS

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February 1, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 1I

Name of Payee: A.J, Johns, Inc

Amount Payable: $673,801.05

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in ''E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By: (\/\	)-_
Responsible Officer Date:	h\....L_:;, ? \	Z 2) L 'L 
The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Co•tmgnbngmseerul	
David M. Taylor, P.E.

A

A.	J.	JOHNS,  INC.
CONTRACTOR------------------
322s ANNISTON ROAD • JACKSONVILLE, FL 32246 3696 • 904-641-2055

July 22, 2022

Invoice

Invoice No.	21001-18

Anabelle Island Community Development District 475 West Town Place
Suite 114
St. Augustine, Florida 32092

Job:
Anabelle Island

Description:

All construction necessary to perform site improvements per our contract dated: January 12, 2021
Current Contract Amount	$	14,156,873.45

Value of work complete thru	July 31, 2022
per the attached Schedule of Values	$	7,941,794.62

Less Retainage -	5%	$	397,089.73	

Less Previous Invoices	$	6,870,903.84	
TOTAL AMOUNT DUE THIS INVOICE	$	673,801.05	

Payment Due Net Thirty		

CONDITIONAL WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT

The undersigned lienor, in consideration of the sum of$	fe7g, e'tP I. tJ S 	hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished
through July 31, 2022 on the job of Annabelle Island Community Development District on the following property:

Annabelle Island Phase 1A Clay County, Florida

This waiver and release does not cover any earned but unpaid retainage nor any amounts due for labor, services, or materials furnished on the job after the date specified.

Dated this	26th	day of	July, 2022

Company: A. J. Johns, Inc.
3225 Anniston Road
Jacksonville, Florida 32246

State of Florida County of Duval

The foregoing instrument was acknowledged before me by means of (X} physical presence or online notarization, this	26th	day of	July	, 2022, by Charles B. Laughlin,

the Vice President of A. J. Johns, Inc. He is personally known to me 00 or has produced
		as identification.

N ic/D 	.	-----
State of Florida	/;;,:::.:.::_-:.,.JilNE.sT.u,wi	,
.  .	.	\' :,- , , ··,,; C t1\IIU !,\Olllf G.2 13
My Comm1ss1on expires:	"i•,.:0..:..., 1:,pirnsflp1113,ZOl3
·•.:.:: . ::.'.-· lh>1 \u1t lhfu1,,,yrn.. ht,llli.ll'a'..0ooo,:U\S,-7lll'IJ
..,,. .,_-,.,.... • ·\,.., n:•..o.-cre-.-c•""'  woJ

APPLICATION AND CERTIFICATE FOR PAYMENl	,41,1ZJO(JWit8",t7(jl02 (lnstructiononreverseside) PAGE 1 OF  2	PAGES
TO(OWNER):
Anabelle Island Community Development District	PROJECT:
Anabelle Island	APPLICA11ON NO:	21001-18	Distribution to:	
475 West Tovm Place Sutte 114
Sl Augustine, Florida 32092		PERIOD TO:	7-31-2022	OVvNER ARCHITECT CONTRACTOR
NR	
FROM (CONTRACTOR):	(ARCHITECTI:	ARCHITECT'S			
A. J. Johns, Inc. 3225 Anniston Road	Nor1h i=lorida Engineering Services. Inc
3530 Agricullural Center Drive. Sutte 200	
PROJECT NO:			
Jacksonville, Florida 32246	St Augustine. FL 32092				
CONTRACT FOR: Site Improvements		CONTRACT DATE:	1-12-2021		

CONTRACTOR'S APPLICATION FOR PAYMENl

Application is r.iade for Payment, asshewn below-. in cor\"1edi::m with the Contr.a:ct Continuation Sheet.
AIA Document G703,is :ttt:u:hcd

ORIGINAL CONTRACT SUM.......................................................................	$7 508 972 89
Net change by Change Orders	-.-.-.$-6--:64-7--:9-o-o:-56-

CHANGE ORDER SUMMARY	
Change Orders approved in previous months by Ovmer
TOTAL	ADDITIONS

$6,B59,060.45	DEDUCTIONS

(S1,624.642.04)	
Approved this Month	

$1,413,482.15		
Number	Date Approved			
21001-COR07	7/18/2022			
TOTALS	$1,413,482	$0.00	
Net change by Change Orders	$6,647,900.56	

CONTRACT SUMTO DATE (Line1 := 2)	 
TOTAL COMPLETED & STORED TO DATE		
(Column G on G703) Less Owner Purchases

S_1_4_,1_s_s, s_7_3._45_ S;..7.;.;,9;..4_1:.;..7.;;.94-'..;;.62;;;..

RETAINAGE:
:i. 5% Complttlf/11:3,r,ork (Column 0---E en G703)
0. .5% olS1crcd P/.:tterlat
(Cc:ih.tmn F o:, G70'3}
Tc13l RtloL e-(Une- + SbOt

384,029.15

	13,060.58 

The undersigned Contractor cer1ifies that to the best of the Contractor's knowledge, information and belief the Work covered by this Application for Payment hasbeen completed in accordance with the Contract Documents. that all amounts have been paid by the Contractor for Work for which previous Cer1ificates for Payment were issued and payments received from the Owner, and that current payment shown
herein is now due.

 Date:	7/22/2022
ARCHITECT'S CERTIFICATE FOR PAYMENl
In accordance withthe Contract Documents. based on on-site observations and the data comprising the above application, the Architect cer1ifies to ,he Q\•mer that to the bestof the Architect's knowledge, information and belief the Work has progressed as

Tctat;nColumnlo!G70.	 "	::,39:::;7 ,0 B!,:9!:_:.7'.,::3:._
8. TOTAL EARNED LESS RETAINAGE..........................................................	$7,544,704.89
(Line 4 less Line 5 Total)	----'--'---'---
LESS PREVIOUS CERTIFICATES FOR
PAYMENT (Line 6 from prior Certificate)..........................................	$6,870,903.84
CURRENT PAYMENT DUE...........................................................................	673,801.05
BALANCE TO FINISH, PLUS RETAINAGE.	.-.-.-S-6.-6-12""",1-6-8-.5-6- 
		(Line 3 less Line 6)		 State of:	Florida	County of:	Duval
Subscrib d orn t		7!Tie this 22nd day of Jul , 2022. NotaryPu.bh :	.	/(J fAlllJ"-- ..,;·;.:;:.-...-:-JANETS.LEWIS
My comm1ss10	p1res:	.· :··.':\·•.,. C	.·, .· "G "MSJ'
.; ; .. :. .omm1..,:,1on,,,1...,.::1... ->
AMOUNT CERTIFIED	a ;·,•.: ,:.:... t:x;;ircsi pr1·o.,v,
......................... F."·•·::_ !',• ·.·. ...ir1""..;;cnt"'t'llt, T,()YF'1,. ,,..nr--oi:N.,ec.,,, •.,
(Attach explanation if amount certified tiifft:!;·;;;riorn tl'Je amoulrt applled i't.rt.7	Q

ARCHITECT:
$673,801.05

indicated, the quality or the Work is in accordance with the Contract Documents, and theContractor is entiUed to payment of the AMOUNT CERTIFIED.

B:
This Certificate is

	Date:	8/1/2022	
UNT CERTIFIED is payable only to the

Contractor named herein. Issuance, payment andacceptance of payment are without
	prejudice to any rights of the Ovmer or Contractor under this Contract	

,c 0 "'1'-"N U A :n O N:,._eSH E ET ,'-------------------------------------- A IA D O C U M E N T G 7 0 3	P• cie2of2

AIA Ooe,,mc,,it G702, AF"?UCATION ANO CEFITlF,c;.,TE FO PAYMENT, Con1a0'1iri;
Ccmrac::101',; sign...:! Cel'!!ticauon is 31! hect
lri 1abul:ci0n,; !>81<:w, a!TWJn!s ""' sr,,no::l to1he r.o,a,.,.s: <foll.I,.
Use Column 1 on COr.traes wel'9 ri3t:le r,,taina99 fo line items may ap;ily.

APPLICATION NUMBER: 21001-18 APPL!CAT!ON DATE: 7/22l2022 PERIOD TD: 7/31/2022
ARCHITECTS PROJECT NO:

A
nw
cu.	•
DE.SCRIPT/ON OF WORK	C
SC.'-IEDLJLED VIJJ..UE	C	£
l'IORK COMPLETED	MATE'"llAtS PRESENTI.Y STORED (NOT IN
DOrfEj	G	H
""'-'WC£
TC IN!SH	(C,G)	,
R/;'r,l=l:;"5'.	
					TOTA!..
COW"!.ETED A,',JD STOi'U:D TO DATE (D.,.E+F)	•
(G/CJ			
			FROM PRE:1/JO/JS APP..JC,,'lnON (D+E)	THIS Pi=.R/OD						

05105.07
05110.09
05105.28
05105.45
05130.09
05335.29
05340.09
05325.29
05330.39
05345.29
05350.39
05145.29
05810.79
05815.09
05820.19
05825.09
10990
11990
12990
13990
14990
15990
16990
17990
18990
19990
20990
21990
229-90
23990	

General Condllions S!..ibtota! Clearing Sutrtotal
Erosion Control Subtotal
Earthwork Subtotal Import/ Export Fi!I Subtotal force main Subtotal
Lift Station Subtotal Sanitary Sewer Subtotal Water Main Subtotal Reuse Main Subtotal Storm Drain Subtotal Onsite Roadway Subtotal Offsite Road\"Vay Subtotal Offsite Water Subtotal Offsite Sewer Subtotal Offsite Reuse Subtotal
C01 - Add! Clearing for Added lots inPhase 1B Subtotal C01 - Anabelle Island Addi Clearing & Wetlands Subtotal CO2- Change Reuse Main from PVC to D!P Subtotal COS - Sandridge Offsir.e - Earthwork Subtotal
C03 - Sandridge Offsir.e - Force Main Subtotal C03- Sandridge Or.site-Water Main Subtotal
C03 - Sandridge Offsi1e - Water Reuse System Subtotal
C03- Sandridge Offsrle - Sandridge Roadway Deduct Subtotal C03 - Sandridge Offsi1e - Sandridge Roadway Add Subtotal
C03 - Sandridge Offslte - Material and Freight Market Add Subto1a C03 - Russell Road Offsite Drainage Subtotal
C03- Block Island Earthwork Subtotal
C03- Block Island Force Main Deduct Subtotal C03 - Block Island Waler System Subtotal	
s	162,038.78
s	132,192.00
s	214.820.61
s	374,596.56
s	2,229,374.59
$	277,020.91
s	281,508.03
$	328,043.92
364,273.22
356,457.67
981,457.12
s	878,598.15
684,368.59
s	77,107.95
s	88,376.84
$	78,737.95
$	153,441.60
s	1,115,349.30
s	45,732.00
s	8,627.28
s	14,109.23
s	18,238.53
s	22,232.11
s	(120,727.69)
s	36,459.10
s	52,010.31
s	26,537.36
s	164,148.97
s	(46,221.03)
s	(11,644.22)	

$	126,871.29
s	132,192.00
s	113,074.43
341.412.32
s	2,229,374.59
s	221,688.64
s	-
s	317,135.84
s	315,343.35
s	215,197.1 i
s	727,600.iO
s	125,464.65
s	174,398.02
s	-
s	-
s	-
s	153,441.60
s	1,115, 9.30
s	45,732.00
s	(9,042.82)

-
-
s	(120,727.69)
s	-
s	52,010.31
(8,409.78)
s	142,747.92
(46,221.03)
$	(48,456.45)	
s	-

$	1.676.95
$	2.943.90
s	-
s	5,307.75
s
s	-
s	6,512.00
s	105,713.71
s	19,882.22
s	-
s	12,934.30
s	3,239.00
s	7,907.42
s	3,249.00
s	-
s	-
s	-
s	-
s	-
-
$	-
s	-
s	11,029.16
-
-
s	-
'	-
s	36,812.23	-
-
-
$	-
$	-
s	8,042.60
s	-
s	-
s	-
s	8,947.10
s	29,102.52
s	-
s	349,80
s	33,320.45
s	45,580.43
s	18,855,36
s	-
s	-
s
s	-
s	-
s	-
s	-
s	-
s	-
s	-
s	-
s	-
s	-
s	-	

5126,871.29
$132,192.00
S114,751.38 S344,356.22
$2,229,374.59
S235,038.99
SO.DO S317,135.54 S321,B55.35 S329.B57.92 S776,564.64 S125,464.65 S187,682.12 S35,559.45 S53,487.85 S22.134.36 S153,441.60 S1,115,349.30
S45,732.00	

78.3%
100.0%
53.4%
91.9%
100.0%
84.8%
0.0%
96.7%
86.4%
92.5%
79.1%
14.3%
27.4%
47.4%
60.5%
26.1%
100.0%
100.0%
100.0%	

S35,167.49
$0.00
$100,069.23
S30,240.34
$0.00
$41,981.92
S281,508.03
$10,908.08 542,417.87
S26.599.75 S204,872.28 S753,133.50 5496,686.47
540,548.50
S34,888.99 S56.6D3.59
SO.OD SO.OD SO.DO S17,870.10 514,109,23
$18,238.53
$22,232.11
SO.OD S27,429.94
SO.DO
$34,9.;7,14 541.401.05
SO.DO	

56,343.56

$6,609.60
$5,737.57
$17,217.81
S111,468.73
$11,751.9$
SO.OD
$15,856.79
S15,D92.77 S16,492.90 S3B,829.24
$6,273.23
S9,364.11 S1.827.97 S2,674.39 S1.106.72 S7,572.08
S55,767.47 S2.286.60 (S452.14)
SO.OD SO.OD SC.DC
($6,036.38) S551.46
$2,500.52 (S420.49) S7.137.40
{$2,311.05)	
						(59,042.82)	-'!02.4%
SO.DC	0.0%
so.co	C.0%
SO.OD	0.0%
(S12D,727.69)	0.0%
$11,029.16	28.7%
S52,0i0.31	100.0%
($8,409.78)	-31,7%
S142,747.92	77.5%
(5'16,221.03)	0.0%
(S11.644.22)	0.0%			
							($0.00)	($582.21)	

24990 C03 - Block ls!andWa1er Reuse System Subtotal 25990 C03 - Block Island Drainage Subtotal

(11,493.84) s	(49,154.79) s	-
s	(7,518.91) s	(7,518.91) s	-

s	19.410.30
s	-

(529,;44.49)
(S7,518.91)

0.0%
0.0%

S18.250.65
S0.00

(S1.487.22)
($375.95)

26990 C03 - Block Island Block Island- Material Market Increase Subtota s	41,649.32 •	-	•	-	s	-

so.ca

0.0%

S41,649.32

S0.00

27990 C03 Pliase 1A - Eanliwork Subtotal

s	25,572.C-O s	25,572.00 •	-	•	-

$25,572.00

mo.a%

S0.00

Si,278.60

28990 C03 Pliase 1A- Sanitary Sewer Subtotal

s	(9,456.19) s	{9.458.19} •	-	s	-

{$9, 5B.19)

0.0%

SO.OD

($472.91)

29990 C03 Phase 1A- Force M2ln Subtotal

s	53.372.41 s	38,245.90 s	(7,765.79) $	-

$30,480.11

57.1%

$22,892.30

S1,524.01

30990 C03 Phase 1A- Water System Subtotal 3'1990 C03 Phase 1A-Water Reuse System Subtotal 32990 C03 Phase 1A-Storm Drainage Subtotal 33990 Onslte Roadway Subtotal
34990 C03 Phase 1A - Material and Market Increase Subtotal 35990 C03 - Pond 17 and Infrastructure Subtotal
36990 C04 - Phase 1B - General Coridition Subtol21 37990 C04 - Phase 1B. Erosion Control Subtotal 38990 C04- Phase 1B - Earth\.wrl< Subtotal
39990 C04 - Phase 1B - Sanitary Sev-rer Subtotal 40990 C04 - Phase 1B - Force Main Subtotal 41990 C04- Phase 16 - Water Syslem Subtotal
42990 C04- Phase 18 - Water Reuse System Subtotal 43990 C04- Phase 18 - Storm Drainage Subtotal
44990 C04 - Phase 1B - Onsite Roadways Subtotal

s	36,559.07
s	31,875.12
s	52,760.99
s	12,550.65
430,950.66
s	SB,786.21
s	B2,0D4.0D
s	152,147.66
s	1,969.936.96
s	803,318.83
s	63,962.21

'

207,333.93
s	201,793.92
s	648.072.56
s	422,600.8'1

s	33,403.59
s	29,011.70
s	27,049.11
s	-
s	394,132.14
s	18,518.00

•'

42,850.58
16,605.61
1,618,574.56
s	-
s	-
s	-
s	-
s	-
s	-

s	-
s	-
s	25.711.88
s	-
s	-
s	-
s	-
s	-

•'

-
18,482.92
s	-
s	37,805.57
s	-
s	106,504.00
s	-

s	-
s
s	-
s	-
s	-
s	-

'

-
s	-

'

-
s	55,370.10
s	-

'

-
s	42,202.98
s	-
s	-

$33,403.59 529,011.70
S52.760.99
SO.OD S394,132.14 5'1.8,518.00 S42.,8S0.58
$16,605.61 51,618,574.56
$73,B53.02
S0,00
$37,805.57
$42,202.98
$1DS,504.00
SO.DO

91.4%
91.0%
100.0%
0.0%
91.5%
31.5%
523%
10.9%
82.2%
9.2%
0.0%
18.2%
20.9%
16.4%
0.0%

$3,155.48 52,863.42
SO.DO
$12,550.65 536,8'18.52
S40,268.21 S39,153.42 S135,542.05 5351,362.40
$729,465.81
S83,962.21
$169,528.36
$159,590. S541,56B.56
S422,600.81

$1,670.18
$1,450.59 52.638.05
SO.DO S19,706.61 S925.90 S2,142.53
$830.28
$80,928.73
S3,692.65
S0.00 S1,890.2B S2,110.15 SS,325.20
SO.DO

45990 COS- Deduction for Import Fill Material Subtotal

s	(523,936.68)

s	(523,936.68} s	-	s	-

(S523.936.68)	0.0%

SO.OD

(526,196.83)

46990 COS - Deduction for Unsuitable Haul Off/Import Subtotal

s	(1,100,705.36) s	(1,100,705.36) s	-	s	-

{S1,100,705.36)	0.0%

SO.OD

($55,035.27}

47990 COS- Fence Ctiange Order Subtotal

71,791.23

'	71,791.23 s	-	s	-

S71,791.23

100.0%

SO.DO

S3,589.56

48990 C07 - Drainage Deducts Subtotal 49990 C07 - Drainage Adds Sublota!

s	(124,726.84) s	-
s	1,160,448.92 s	-

s	(124,726.84) s	-
s	536,792.32 •	-

($124,726.84)	0.0%
S536,792.32	46.3%

$0.00
S623,656.60

($6,236.34)
S26,839.62

50990 C07 - Sev,ter Changes Subtotal

s	16,488.BB $	-

s	(18,441.95) s

($18,441,95)	-111.B%

S34,930.B3

(S922.10)

51990 C07- Trail Road Regrade SuOtotal
52990 C07 - Block Island Water Revision Subtotal

s	4,472.48 •	-
s	198,541.72 •	-

s	4,472.48 •	-
33,469.83 $	-

$4,-4n.4B
$33,-469.83

100.0%
16.9%

SO.OD
$165,071.89

$223.62
$1,673.49

53990 C07 - Sandridge Road Revision Subtotal

s	158,256.99 •	-

s	(90,085.27) s	-

($90,085.27)	-56.9%

S24B,342.26

(54,504.26)

TOTALS

$14,156,873.45

$6,941,156.19

$739,426.79

$261,211.64

$7,941,794.62

56.1%

$6,215,078.83

S397,089.73

71112022	THROUGH	7/3112022
ITEM		 PLANNED			UNIT	CONTRACT		PREVlOUS			CURRENT		JOB TO DATE			StoBIII NO.	DESCRIPTION	QUANTITY	UNIT	PRICE		AMOUNT	QUANTITY	TOTAL	QUANTITY	TOTAL	QUANTITY		o/.COMP	TOTAL	:Ho Stored

D5105.00 GENERAL CONDITIONS
05105.01 Ge,nMal Ccmc:itions

1 LS
1 LS

s	7i.i57.81 s	n.757.e,
s	S 5<5.73 s	5.545.73

D.8S S	66.094.14
1.00 S	5.545.73

0.00 s	-
S

0.85
1

85% S	65.094.14

s

-

100% S	5.545.73 s

05105.02 W.obili::ation

1 LS

s	33,447.60  s	33.447.60

0.85 S	28 0.46

S	-

o.as

25% S	28.430.46 s

05105.03 G rc:."'tnieal Tcs:ina & Obscrv:ition	I

1 LS

s	27,685.51  s	27.665.51

0.551S	15.227.03

S

0.55

55  S	05227.03 s

05105.0< Ge:.":eml Conditions

1 LS

s	5,545.73 s	S.545.i3

1.00 S	5.545.73

S

1	100-!', S	5.5<5.73 s

05105.05 Mcbili:z!.ti n
05105.06 IGcotce.'\nicat Tcs:,nc & Observ.a.tion

1 LS

s	12.051!.40 I s	12.osa..:o

0.50 S	e 02820

S	-

o.s	50<t'-, S	6.028.20  s

05105.07 Gener.al Cond1t1ons Subtotal
0s110.00 Cl.EARING

Is	162.038.78

s	126,87L29	s
I

76'1. S	126.871.29 s 	

C5110.01 Clcarinc &.Grut>binc	I	31 AC

s	3.asa.co

s	120.528.00

31.00 S	120.528.00

S

31	1:X:%1s	120.528.00 s

05110.02 Cteari  & Grubbinc
05110.09 C ;,rinq Subtotal

3AC

s	J.89-8.00

s	11.664.00
s	1J2,192.DO

3.00 S	11,66<.00
s	132,192.00

S	-
IS

3	100% S	11.66<.00 s
100o/. S	132,192.00 s 	

05105.10 EROSION CONTROL
05105.11 Ccns!:"Uction Entran:c

1 EA
12983 LF

s	3.319..¢3 s	3.319..:3
s	0.90 s	11,684.70

1.00 S	3.319.43
12983.00 S	11.66'.70

0.00 s
0.00 s

1
12983

100% S	3 319.43 s	-
100'!i $	11.69".70 s

05105.12 Silt Fe

36 EA	s	102.00 s	3.sn.oo

36.IY.l S	3.6n.oo

0.00 s

36	100'!',I S	J.6n.oo  s

05105.13 Inlet ?ro:edion

12 EA IS	387.00 s	<.544.00

12.(}j $	4.E4 .oo

0.00 s

12	100% S	4.644.0C s

0510S.14 iur:>icitV Bamors

20 AC  s	2.567.0S  s	51.:i-:1.eo

S

0	0%1 S	-	s	-

05105.15 Se&da. Mutc..'i • Lots. ROW. &. Ccmmo:i Area
05105.16 ,s· sod S!!'iDAl:>na B.:IOC or curo
0510517 'Sod en Pond Sonk to NWL
1'1:brl'A'
9

1315 SY Is	2.94 s	3,865.10
8535 SY	s	2.94 s	25 095.6<
1 33 SY  s	2.94 s	42,423.02
500 LF	s	2.82 s	1 410.00

0.00 S	- I	0.00 s
8536.00 S	25,095.8<	0.00 S
12000.CO S	35.250.00	0.001 S
500.00 S	i.4'i0.00	0.00 S

0
8536
12COC
500

0% S	s
100% S	25.C95.6< s
83% S	35.280.00 s
100% S	1. 10.00 s

ce
1
05105.21 Con truction E...,tr.t.."IC

1 LS
, =A

s	27 199.93
s	3.319.43

s	27199.93
s	3 319.43

0.80 S	2S.75S.94
1.00 S	3.319..¢3

0.051S	1.350.00

-

0.85
1

85%1 S	23.119.94  s	-
100% S	3.319.43 s	-

0510S.22 Inlet Protection

6 EA  s	1 065.00 s	6 390.00

S

S

0	0% S	-  s	-

05105.23 Seed !. MuJch • ROW

0 AC  s	s

S

S

0	0% S	-	s	-

05105.24 , s· SodStr1'"'Aklna Back of Curb 05105.25 Common Area Sod .. ?er Exhibit'A' 05105.25 Trtt Protec!:on lnstaQ.:ition 05105.27 E."O.$io:, Control ntcn.:nec D510S.2S Erosion Control Subtoul
05105.30 EARTH\'10RK

<9C SY
S667 SY
500 LF
1 LS

s	2.94 s	1 440.60
s	2.94 s	25.<S0.98
s	2.82 s	1. 10.00
s	2,i12.98 s	2.112.98
s	214,820.61
I

S
S
SCQ.00 S	1.410.00
0.70 S	1.479.09
s	113,074.43

S

-

S
S
0.15 S	316.95
s	1.676.95

0
0
soot
0.851
l
I I

0% S	- Is

-

Oo/c S	IS
100% S	1.410.CO IS
85% S	1.796.03 I S
S3% S	114.751.3715
I I

05105.31 To:lSCi. Cut & Fill- Place In re::Jr •n.rd&3ndo:>en soac.e no struc	35769 CY

s	3.32 s	122.073.08

36769.00 S	122.073.08

S

367591  100% S	122.073.0a I S

05105.32 Onslte- Sult.:ible Cut & Fil

45741 CY

s	0.61 s	.o,

45741.00 S	27.902.01

S

45741

100% S	27.902.01 s

05105.33 Onsitc SUl':.ab!C: CU1t. FRI..Pon :X:ava:ion

21228 CY

s	3.SO s

00	21228.00 S	74.258.00

S

21228

100% S	74.298.00  s	-

05105.3' Rne Gradil'\n- Lots

728'16 SY

s	0.76 s	16

n015.oo s	55.340.15

S

72S16

100o/:. S	55.340.16 s

05105.35 F"ine Gradinc:.. Por:dS &OPen Snaces

13535 SY

s	0.76 s	10.269.6<

13539.00 S	10.289.6<

S

13539

100% S	10.2B9.6< s

05105.35 FineGodina- Read (0.S BaUCot Cur.:, to O.S' Back o! Cur:>1

12563 SY

s	0.42 s	5.276.46

12563.00 S	S.276.46

o.oo s

12-"53

100o/o S	5.276.46  s	-

05105.37 Fu,c Gr.11:di - Shoulders t?.QW !.inc- too.s !3:)c:k erCurb

15190 SY

s	0.98  s	14.886.20

7600.0C S	7. 6.00

S

7,;oo	501:" S	7..(48,00 $	-

05105.38 Gract:rm Lavt'!Jr. &. Asbt.:ilts

1 LS

s	19,625.00 s	19.626.00

0.85 s	15.622.10

0.15 S	2.-.90

1	'f ,i, s 19.626.00 s	-

OS1CS.39 Qe\\.'a1erina

1 LS

s	12.573.79 s	12.573.79	1.00 s	12,573.79

a.co s	-

1	100%, S	12.573.79  s

05105.40 a Toosoa. C1..'t & F,U

3514 CY

s	2.22 s	7.801.08	3514.00 s	7 801.08

S	-

3514	100% S	7.801.08 s

05105.41 Onsite&.il1abl& Cut & FiD

OCY

s	-	s	-

0.00 s	-

S

a	C!6 S	s	-

05105.42 FineGradinn - Road 10.s• Bac.k o! Curt> to a.s• Back o1Cur:>l
05105.43 Fu, Gradino • Shoufdc IR:OW Une to0.5' B:l X cf Curb

i133 SY
6327 SY

s	0.7-' s	5.278.42
s	2.36 s	1'4.931.72

0.00 s
0.00 s	-

S
0.0:> S	-

0% S	s
o	0% S	s

05105.4< Gradm ._.,U!& Asbl.!itts

LS

s	4.320.00 s	4.320.00

0.40 S	1.n8.oo

S

0.4	40% S	1.ne.00  s	-

05105.45 EarthWOrk Subtot::al	I

IS	374,596.56 I	Is

341.412.32

s	2.!Kl.90

92". S	U0.356.22 s 	

0S130.00 IMPORT I EXPORT Fill
05130.01 lm::,or. i:-111- Site Balance

1483'3 CY  s

10.71 ,. 1.588.753.53	148343.00 S

1.ffll53

S
S

14a343
2C:366

100% S  1 5S8.753.53 s

-

100'l', S	305 976.16 s

C5130,02 lm::>or!: FiU- Buitdi""' Pads

29366 ,:;v

s	10.76 s	315.978.16

2$362.00 S	16

05130.03 Ex:>on UnsUl!ables

5615 CY

s	26.03 s	145.184.

5616.00 S	a

S

5616

'100% S	'146,184.48 s

CS130.04 llm::,on Fill•Site Bat.ance

13978 CY

s	11.34 s	156,510.52	13978.00 S	159,510.52

S

13978

100% S	158.510.52 s

05130.05 IExoortUnsur'.ables
051J0.09 llmoort I Export Fill Subtotal

690 CY

s	28.91 s	19.947.90	690.00 $	19.9<7.90
s  2,229,374.59	s  2,229.374.59

S
s

&SO

100% S	19,847.90 s
100 • S  2.229.374.59 s

05335.00 FORCEMAlN

1 LS

s	2.722.50

s	2.722.50	0.00 S

S

0	0% s	s

05335.01 Cen:iec: to Ex Fer M "i:'I
05335.02 10" DR-18 PVC Fo;ce Marn

2612 lF
1062 LF

s	25.17 s	65 744.04	2405.00 $	SO533.85	0.00 S	-
s	19.14 $	20.326.66	952.00 S	18 12.68	100.00 S	1 914.00

2405
1oe2

92% S	60.533.85 s	B.042.60
100% S	20.325.6S s

05335.03 8"' OR-18 PVC For:.e M:iin

3 EA

s	4,527.56

s	13.SSl.98	3.00 S	13 562.98

S

3	100% S	13.582.98 s

05335.04 10'"G.:2.tc V:i.lve:

2 EA

s	2. 23.96, s	4. i.9S	2.00 S	4.847.!!6	0.00 S	-

2	1oo;,, s	4,84i.	s

05335.05 a-GateVaNe
05335.06 10"45.. Sc-:id

1 EA

$	757.42 s	757.<2	1.00 S	757.42	0.00 S	-

'	100% S	757. 2 s

ITEM NO.

DESCRIPTION

PLANNED
QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOBTOOATE
QUANTITY	% C0 1P	TOTAL

S to BiD aSto d

05335.07 1cr 22.s· 3end
05335.CS 10" 11.25' Bon<!

2 :A
23 :A

s	755.14  s	1.512.28
s	7S5...13 s	17.390.99

2.00 S	1.512.28
23.CO S	1i.390.99

o.oo s
S

2	100% S	,.512.28  s
23	100% S	17.390.95 s

0$335.09 8"9tr Bend
05335.10 a· 22.s· eend
05 5.11 s- 11.2s Benet

1 EA
5 e,.
7 e,.

s	567.66 s
s	$33.00 s
s	521.4-' s

1.1

557.661

1.00 S	567.65
5.00 S	2.665.00
7.00 S	3.550.08

S
S
S

1	100% S	567.66 IS

100% S	2.sss.o:, Is	.

.

5
7	100% S	3.550.08 s

0$335.12 1C"'Tee

1 EA

s	1.019.36 s	.

S

1.00 S	1.019.38

1	,o	s	1,019.36 s	.

05335.13 11T'x 8" Reducer

1 EA

s	6$2.13 s	852.13

S

CO S	652.13

'	100% S	552.13 s	.

05335.1< Tcs:inc

3o74 LF

s	1.29 s	4.739.<6

S

S

0	0% S	s

05335.15 Force Main 2\-0ut & As=U:lts	I	1 LS

s	8.511.29  s	6.611.29

0.451S	3.875.08

0.20 S	1.m.25

0.65	S5o/:> S	5,597  s	.

05335.16 Con 1:t Crossr:.a.s	I	1 LS

s	-'7,671.53 s	-'7.671.63

,.oc s	-47,671.63

S

1	100% S	47.671.63 s

05335.17 Alf Release Valve

3 EA

s	11,446.1.: s	34.338.(2

S

S
.

0% s	s

05335.18 Conned!:> Ex Fctt:eMain

LS

s	2.87<.01 Is	2.874.01

1.00 S	2.874.01

S

1	100'3/, s	2.874.01 s	.

05335.,. S- DR•18 PVC Force Main

1010 LF

s	18.79 s	16.9TT.90

1010.00 S	18.9TT.90

a.co s

,010	100% s	18.9TT.SO s

05335..20 8"G.r..c V3.lve

3 EA

s	2.014.  s	6.042.12

3.00 S	6.042.12

0.00 s

3	100% s	6.042.12 s	.

053:!5.21 8"Tee

'EA

s	707.62 s	707.62

1.00 S	707.62 I	0.00 s

1	100% s	707.62 s

Volve

1 --ut &Ast:iu,Jts

s	3.454.03 s	3.454.03
s	8.387.50 s	B. 7.50
s	1. 1 s	1,424.10
s	3 914,.(9 s	3.914..C.9

1.00 S	3.•54.03	0.00 s
1.00 S	8,387.50 i	0.00 s
1010.00 S	1. 24.10 I	0.00 S
1.00 S	3,914.,49	0.00 S

IIE05335.22 S-Cao  ossino

i EA

s	<39.26 s	439.26

1.00 S	'-39.26	0.00 s	.

1	100¾ s	<39.26 s

.

1,
10,,0

100% S	345-'.03
100%1 S	8,3S7.50
100¾ S	1,42-'.10
100% S	3,91 .49

s	.
s s

s

1 EA
1 EA
1010 Lr
1 LS

05335.29 Fon::a main Subtotal

05340.00 LIFT STATION
05340.01 ?umD St.1t10:, inclu:'.i1...... a.UreliJ srtev:ork. conc:re!e. we! well. el	1 LS
05340.09 Utt Sration Subtotal

s	281.508.03
I

s	2TT.020.91

s	2ai.SOS.03
s	281,508.03

s	221.r.ea.&< I	IS	5,307.75

.

I
I
0.00 S	0.001S	.
s	IS

I

I

82% S	2:25,99&..39

0	0% s
0% s

s	8,0,;2.60

s
s

1

05325.0C SANITARY SEWER
1 S- SDR•26 ?VC • 0/6

360 Lr

s	19.13 s	6.886.80

350.CO S	6.866.80

0.001S	-

360

100% S	6.886.80 s	.

S- SOR-26 PVC • 6/8

878 LF

s	20.CO s	17.560.00

878.CO S	17.5£0.00

S

878

100% S	17.5-S0.00 s

S- SDR-26 PVC • e/10

461 Lf

s	21.13 s	9 740.93

481.00 S	9.740.93

S	.

451	100% S	9.740.93 s	.

8" SOR-26 PVC - 10112

1218 Lf

s	24.20 s	29.475.60

1218.00 S	29.475.60

S

121a	100¼ S	2S.475.SO s

8" SDR-26 PVC - 12/14

448 Lf

$	:?o.35 s	11.804.60

«a.CO S	1"1.804.80

S
.

«a	100% $	11.804.80 s	.

a· soR-26 PVC-14116

466 LF	s	37.79 s	'17,610.14

456.CO S	17.610.1<!1

S

466	100% S	17,610..10: s

8" SOR-26 PVC·16.'20

0 Lf	s	s

0.00 S

S

0	0% s	s

a·C..o

1 E.<.  s	314.22 s	314.22

1.00 S	314.22

S

1	100% S	214.22 s

S

1	,oo s	2J:92.24 s

05325.09 4' DID. SS ManhOle - 016

1 EJ..

s	2.992.2  s	2.992.2(

1.00 S	2.992.24

.	41	100% S	12.282.04 s

0532S.10 •• Ola. SS Mamo!• • 618 05325.11 4' Ola. SS fl.1arttofe - 8110

.! EA
2 EA

s	3.070.51 s	12 282.04
s	3,625.14 s	7 - _"',j .28

4.00 S	12.282.04
">00 S	7.250.28

S
0.00 $	.

.21,

100% S

7.250..25 s

05325.12 4' 013.SS M3nhole • 10."'12

4 EA

s	3.965.11 s	1S.860.4.¢

4.00 S	15,860.44

S

100% S	15.850.44 s	.

05325.13 4' Dia SS Manhole• 12/14 05:l25.14 4• Ola. ss Manhole- 14116 05325.15 Sincle Saniurv Sewer Service 05325.16 Tcstino
05325.17 Sanit.1rv Sevier L--t.t.t.. As.buihs

"EA
3 :A
78 ;A
3830 LF
1 LS

s	<.508.49
s	7.313.53
s	570.85
s	•. 64
s	11.321.00

s	18.033.96
s	21 940.59
s	52.327.08
s	11.n1.20
s	11.321.00

4.00 S	18.033.95
3.00 S	21.9<0.59
78.00 S	52.:?.27.08
3S30.00 S	17.771.20
S	9.056.80

S
S
C.00 S
S
S

41  100% S	18.033.96 s

.

31  100% S	21.940.59 I s
I	781  100% S	62.327.08 s
3a30	100% S	17.771.20 IS

,

80% S	9.056.SO s

05325.18 Trench Safe':'-'
05325.19 Oew3 erin:i

1 LS
,a1 ,L_S

s	5.<54.42 s	5.454.42
s	58.304.62 s	se.30¢.62

,.oo s	5,-454. 2
1.00 S	58,304.62

S
S

,1  10011> S	5.454.42 s
100% S	58.304.82 s
22% S	2.469.68  s

05325.20 Too A::fustment
05325.29 $anrtDry Sewer Subtctal

s	617.42

s	11.113.56
s	J2B.043.9Z I

.oo s	2.459.68
s	317.135.84

S
s

I1

97% s

317,135.84 s 	

05330.00 WATER MAIN
05330.01 Cor.nect :o Ex W2!erline

1 LS

s	2,795.69 s	2.795.69

S	.

S	.

.

o.s,2.00

I
0
36iS

0% s	s
95% S	119,658.00 s

05330.02 ,2 .. OR-16Wa1ert1ne

3875 LF

s	32.56 s	126.170.00

3475.00 S	113.146.00

200.00 S	.

i57

100% S	2.636.93 s

05330.03 5• CR-18 Wa:erlme	I	167 LF
OS330.04 4• OR-18 Wa: r1ine	275 LF

s	15.79 s	2.636.93
s	10.SS s	2.S01.25

167.0C S	2 635.93
275.00 S	2 901.25

S
S

275

100% S	2.90'25 s

.

s

05330.05 2" SCH BO PVC W:11erlne
05330.06 12"Gate Valve

145 LF
e EA

s	9.41 s	i..364,.;S
s	5.171.59 s	3i.029.54

145.00 S	1.364.45
6.00 S	31.029.54

S
S

1•5	100% S	1.354.-'S
6	100% S	31.029.54 s

05330.07 s· G3te Valve

EA

s	.814..67  s	4.814.67

1.00 S	4,814.67

S

1	,co , s	4 814.67 s

05330.08 12· 22.S- Bend
05 0.09 12"11.25• eend
05330.10 z-45• Bend
05330.11 1TT
05330.12 12"'xEiRCCuccr
05330.13 5• x4" Reduce:
05330.1.: 4"x2" Re-duce:-
053:l0.15 12' c.io
05330.16 Fire Hvrlr":int Asscmblv Induces v:il\lc cc. &le.le

14 EA
16 EA
1 EA
2EA
1 EA
1 EA
I	1 EA
1 EA
8 EA

s	5.BS $	7.SD:2.46
s	525.62 I s	8.409.92
s	76.58  s	1e.ss
s	796.55 s	1.593.10
s	370.27  s	370.27
s	204.20  s	204.20
s	140.1a s	140.76
s	370.27 s	70.27
s	5,389.84  s	32.339.04

, .00 S	7.502.46
15.00 S	8409.92
1.00 S	76.58
2.00 S	1.:5S3.'l0
$	370.27
1.00 S	204.2C
1.0C S	1 0.78
1.00 S	370.27
5.00 S	32,339.04

S
S
0.00 5
S
S

.

0.00 s

.

s
S
S

14	100% S	i 502.-<5 s
16	100% S	B.409.92 s
1	,00% S	76.59 s
2	,co.. s	1.593.10 s

,	100% S	204.20 s

1	100% S	370.27 s
'	100'!'. S	140.78 s
1	100% S	370.27 $
6	,co s	32339..04 s

05330.17 2" Flus."':ll'\o Hvdra:'11	1 EA

s	,.sn.7•  s	i.STT.74

0.00 &

S	.

0	0% S	s

05330.18 Slnole Wa1er SeM::e.s• Sho:-t	44 EA

s	501.76 s	22.077.44

-'<.00 S	22.on.«

S	.

44	,00% S	22.0TT."4 s

.

05330.19 Sinole Water Services• Lon ..	I	36 EA

s	6$7.061 S	23.654.16

36.00 S	23.654.16

S	.

36	100% S	23,654.16 s

05330.20 Wntcr Serviec tt> Pu  St.atien	1 EA
05330.21 Tes:ino & Chlorin.a:ion	I	4462 LF

s	1.122.281S	1.122.28
s	1.30 IS	5.800.60

S
S

S
s

0	O¼ S	s
0	oc.4 s	s

.

  	

JTEi, NO.	
DESCRIPTION	PLANNED
QUANTITY	
UNIT	UNIT PRICE	CONTRACT AMOUNT	PREVIOUS
QUANTTTY	TOTAl	CURRENT
QUANTTTY	TOTAL	JOBTOOATE
QUANTITY	¾COMP	TOTAL	Sto Sill s Stored	
05330.22	W::ater LaVO'.Jt & Asbu lS	1ILS	s	13.891. 0	s	13,891.40	0.60 S	8.33<.8<	0.00	s
s	-	0.6	0% S	8.33':.8<	s	
05330.23	Conffict Crossincs	1 LS	s	5.921.CO	s	5.921.00	1.c, s	5.921.00	o.oc		1	100¾	s	5.921.00
s	-	5	
05330.2•	A.tr Rele V3Jve	1 EA	s	5.050.63	5	6.050.63	0.00 S	0.00	s	0	0%		s	
0S?30.25	Connec1 to Ex Vt.lterfmc	1llS	s	3.169,32	s	3 169.32	1.00 S	3.11S9.32	0.00	s
s	-	1	100% S	3.1$9.S2	s	-	
05330.26	12 DR·18 W2t1rlna	952 LF	s	ti	s	30.892.40	952.o, s	30.892.-<0	0.00	- I	952	100% S	30.892.40	s	-	
05330.27	12"Gate Va?ve	3 EA	s		s	,2 702.27	3.00 S	12.702.27	0.00	s	I	3	100% S	12.702.27	s	
05330.28	1z-11.25•eenc:	1 EA	s		5	525.63	1.0 S	525.63	0.00 S	- I	1	100%1 S	525.53	s	
05330.29	12"'Tee	1 EA	s		s	796.56	1.C3 S	796.56	0.00 S	- I	1	100% S	796.56	s	
05330.30	12'°""'	1 EA	s	370.27	s	370.27	,.co s	370.27	0.00 S	I	1	100% S	370.27	s	
05330.31	r,.	,,.,r,CrosS:nc::	2 EA	s	3.863.25	5	7.i2S.52	0.00 S	0.00 S
s	-	0	o • s	s	-	
05330.32	cstino & Ch.'o:'in:ilicn	95:?ILF	s	1.43	s	1361.36	0.00 S	0.00	s	-	0	Q',. s	-	s	
OSZ30.33
05330.39	Wiltcr	•t&Asbt:ilts W.!tcr M.1u, Sub!ot:al	11LS
'	s	3.914.0:9	s	3,914.49
s	364,273.22	0.00 S	0.00	s	6.S12.00	0	0% S	s
s	
						s	315.343.35			I	88'% S	321,855.35		
		I							I	I	
05345.00	REUSEMAL'II	I						I				
OS S.01	Connect to ExR e  W:iterhne	1ILS	5	2,795.69	s	2,795.69	0.00 S	0.00 S	0	0% S	s	
053<5.02	12"' PVC-OR1B Reusef:ne	3-910 LF	s	32.83	s	128.365.30	2450.00 S	80.433.50	1250.00 S	41,037.50	3700	95 ,(, S	121A71.00	s	8.947.,o	
053'5.03	4"PVC· OR18Reusell:-:e	SOS LF	s	10.33	s	5.216.65	505.00 S	5.218.65	0.00 S	505	100% S	5.216.65	$	
053'5.04	12"G.3•.. V:ilve	7 EA	s	< 534.24	s		2.00 S	9.258. S	5.CO S	23.171.20	7	100% S	32.439.68	s	
053'5.05	4"Gatc-V c	, :i,	s	664.64	s
s	1..00 S	864.64	0.00 S	1
•	100¾ S	864.64	5	
053<5.05	12"'45" Bend	4 :A	s	559.00		o.co s
4.00 S	2,043.55	•.co s	2.235.00
7.00 S	3.751.23	
11	100 S	2.236.00
1001<> S	5.894.79	s
s	
053"5.07	12" 22.5·Send	ns,.:..	s	535.89	s	5.894.79						
053.C.S.CB	12" 11.25• Beti:!	171&;	s	525.62	s	8,935.5<	9.00 S	4.730.58	S.00 S	42()(.96	17	100% S	8.935.5<	s	
053"5.09	4•45• 9e."1d	1 EA	s	i79.::!1	s	179.31	,.oo s	179.31	0.00 S	1	100% S	179.31	s	-	
053<G5.10	4•22.s· Bend	.c. EA	s	177.!3	s	711.32	•.oo s	711.32	0.00 S		100 S	711.32	s	
053'5.11	1Z'Tee	2 E;..	s	796.55	s	1.593.>0	,.oo s	796-..SS	1.00 S	796.55	21  ,oo s	,.593.10	s
-	
053-'5.12	12'"x4"Reducer	1 =;..	s	•11.19	5	417.79 I	1.00 S	417.79	0.00 S	11  100% S	417.79	s	
053"5.13	12•coo	1 i:.A	s	S70.27	s	370.27	0.00 S	1.00 S	370.27
-	11  100¾ S	370.27	s	
053"5.14	:2" Flushrnc H	eran1	1 EA	s	1,43"'i.71	s	1."31.71	o.oos	0.00 S	0	0% S	s
s	-	
053-<5.15	Si.nale W:!tM Reuse Services• Shon	36 EA	s	574.95	s	20 698.20	15.00 S	10.3"9.10	18.00 S	10.3"9.10	36	100% S	20.ssa.20		
05 .16	SinoLe wa:er Reuse, Services• Lone:	45 :A	s	6'<3.97	s	28,978.55
s	-	25.00 S	15.099.25	20.00 S	12.879.olO	45	1005 S	28.978.65
-	s
-	
053'<5.17	\.<V.ller Reuse Serva to P\:m!) &atbn	0 EA	s	-		0.00 S	0.00 S
-	0	0% S
-	5	
053'<5.18	Testinq	4415 LF	s	i.31	s	5,783.55	0.00 S	0.00 S	0	0% S	s	
053"5.19	Reuse Lavo-.rt.!. Asbuftts	1ILS	s	13,835.00	5	13 835.00	0.10 S	1.383.50	0.50 S	6.917.50
-	0.6	501. S	B.301.00 I S	
053<5.2D	Conflict Crossirn:s	1ILS	s	33.i74.C8	s	3311..;.oa	1.00 S	33.17•.c6	0.00 S
-	1	100% S	33.17.c.os I S	-	
053<5.21	Conned to Ex Ret:Se Waterl.ne	, Et..	s	2.795.69	s	2.795.69	1.00 S	2.795.69	0.00 $
-	1	100% S	2.795.59 I 5	-	
053<5.22	12" PVC· OR18 Reuseline:	1000 Lf	s	32A9	s	32,.C90.00	10CO.OO S	32.49I).CO	0.00 S	1000	100% S	32. 90.00	s	
053'5.23	1TG V:iJ,.,e	3 EA	s	4,234.09	s	12.702..27	3.00 S	12.702.27	0.00 S
-	3	100% S	12.702.27	s	
053.c.5.24	1Z'Tee	1 EA	s	795..56	s	7S6.56	i.00 S	795..55	0.00 S
-	1	100% S	7 .56	s	-	
053-45.25	12" Ca:,	1 EA	s	370.27	s	370.27	1.C-O S	.370.27	0.00 S
-	1	100¾ S	370.27
-	s	
053"5.25	Conti Cross.rnc:	218'	s	4.02,e..s,,	s	6,057.02	0.00 5	0.00 S
-	DI	0% S	s	
05345.27	Testi!'IO	1000ILF	s	s	1.<10.00	0.00 S	0.00 5	0	0% $	-	s	
053.c.5.28	Reuse L3V01.."!t. Asbui	1JLS	5	3.914.49	s	3.914.49	0.07 S	274.0"":	C.00 S	0.07	7% S	274.01	s	
0S345.29	Reuse M:111n Subtotal	I		s	356,457.67		s	21S.197.11		s	105.713.71 I	90% S	320,910.82	$	8.947.10	
									I		I	
05350.00	STORM ORAJN								I		I	
05350.01	18" RCP	2317 LF	s	38.15	s	88 393.55	2317.00 S	68.393.55	0.00	5	I	23i7	100% S	88,393.55 s	
05350.02	2.C'"RC?	2S5 LF	s	51.ss	s	15.307.SS	295.00 S	15. 07.55	0.00 S	295	100¾ 5	15.307.55 I s	
05350.03	JO•RCP	,noLF	s	67.90	s	116 788.00	1720.CO S	'15.78S.CO	0.00 S
-	17201  1C)J% S	116.788.CO s	
05350.04	S?'"x3-C"ERC?	$45 L.F	s	168.32	s	159-.052.40	9'-5.00 S	159.052.<3	0.00 S	!!«5	100%1 s	159-.052,40	s	
05350.05	f2)x2.c·RcP	176 LF	s	64.21	5	11.300.96	0.00 S	176.00 $	11,300.96	176	100'..0 S	11,300.96 Is	
05350.05	4\x-42 RCP	3"'i6 LF	s	123.S2	s	39,158.72	316.00 S	:?9.155.72	0.00 S	315	100% S	39.158.72 I s	
05350.07	18"M:S	3 EA	s	1 2i3.S9	s	3,821.67	3.00 S	3.621.67	0.00 S
-	3	1ooi;:: s	3.821.57 5	
05350.08	2.C"ME:S	2 EA	s	1.ses.so	s	3.137.60	2.00 S	3.,137.80	0.00 S	2	100% S	3.137.8DIs	
05350.09	30"M:S	3 EA	5	1.502..14	s	5.«>6.,42	3.00 S	5.-406.'-2	0.00 S	3	100% S	5.«os.•2 s
Is	-	
05350.10	53" x ,.:·MES	1 EA	s	6.257.•1	s	6257.41	·1.00 S	6.257.'-1	0.00 S	-	1	100% S	6,:b7.41	
05350.11	2\x24PMCS	2 EA	s	3,462.18	s	6.924.36	0.00 S	2.00 S	6.92•.35	2	100 A S	6.92<.36 I 5	
05350.12	'- x4TMES	2 EA	s	16. 78.S2	s	32 357.64	2.00 S	32.357.8<	0.00 5	21  100'-'> S	32.357.8< I 5	
05350.13	Curb lnle!	21 EA	s	5.398.20	s	113.352.20	2,.00 S	113.3a2.20	0.00 S	21	100% S	113.362.20 I s	-
1001<, S	s	-	
05350.1•	Arc.l Tvoe 'C" t-,1e:1	IEA	s	3,95'5.02	s	15,824.08	•. oo s	15.824.08	0.00 S	15.82<.D8		
05350.15	Storm Oram Ma.nhc!e	10 EA	s	3,973.38	s	39,723.80	10.00 S	39.733.80	0.00 5	101  100% S	39 733.80	s	
05350.16	OuUet Cor.tre! S:ruc:ure	1 EA	s	S.6«1.20	s	5,640.20	1.00 S	5.6"v.20	0.00 S
-	11  100% S	5.640.20	s	
05350.17	CJconino- & Video	5829 LF	s	6.74	s	39287.46	0.00 S
-	0.00 S
-	0	0% S	s	
05350.18	s· Underdra:n	341 Lf	s	27.94	s	9'527.S.C	0.00 S	0.00 S	0	0%	s	s	
05350.19	s ormLa\-oU!t. Asbuil:s	1 LS	s	20.711.29	s	20,711.29	0.67 S	13.876.55	0.05 S	1.656.90
-	0.75	75% S	15.533.•7	s	
05350.20
05350.21	T:'eneh S.;,fetv
0C"A'.ttcrina	1 LS
1 LS	5	5.235.11
s	50.433.33	s	6	.':1
s	50,433.33	1.00 S	5,235.11
,.co s	50.433...33	0.00 S
0.00 S	-	1
1	100% S	6.235.11
100% S	50	(33.	s
s	
05350.22	TOD Adl".atr.ienl	31 EJ..	s	-458.11	s	1.C.201.41	11.00 S	S.009.21	0.00 S	"	35% S	5.039.21	s	
05350.23	18"RC?	28< LF	s	39.07	s	11 095.88	50.00 S	2.344.20	0.00 S	60	21%	5	2.3""'.201 S
s	- IS	
05350.24	Ul'"RC?	1068 LF	s	67.92	s	n.c,.1s
s	O.OD S	0.00 S	I	0
0.00 S	- I	1	0%	29,i02.S2	
05350.25	18" MES	1 EA	s	1,2-d.87	1,2-43.B,'	1.00 S	1.2"'3.8i		1omi:	s	1.2"3.87 I S	

.

.,

ITEM
NO.
05350.26 3D'"ME.S
05350.27 Curb Inlet
05350.28 Arca T  'C-Inlet

DESCRIPTION

PLANNED QUANTITY

UNIT
2 EA
6 EA
3 EA

UNIT PRICE
s	1.sn.2s
s	5.199.97
s	4.178.18

CONTRACT AMOUNT
s	3.15<.50
s	31.199.82
s	12,528.54

PREVIOUS
QUANTITY	TOTAL
0.00 s
S
1.00 S	4,176.18

CURRENT
QUANTITY	TOTAL

-

S
S
O.OOIS

JOB TO DATE

-

QUAlffiTY	,,coMP	TOTAL
0	0% s
0	0% s
1	33% s	4,175.18

StoBIII

-

as Stored

s

s
s	-

05350.29 Storm Drain Ma.Mole

EA	s	4.n8.38  s	9.556.76

0	0% s	-  s

05350.30 Cfe2nina and Video 05350.31 $term l.3voir. & Asbuitts 05$0.32 TcDAdi'JStrnent

1352 LF  IS	9.05 s	12.243.12
1 LS	s	5.726.49  s	5 725.49

.

8 EA	s	458.11  s	3 664.88

S
S
S

0.00 s
S
S

0	0% s	-	s
0	0% s	s
0	0% s	s	-

05350.33 Ttench S.fetv

1 LS  s	2,331.73 s	2.331.73

S	-

o.oc s

0	Ol\ S	Is

05 .34 Oew.itennc:
05350.39 Stonn Drain Subtotal

1 LS

s	13.400.57

s	13.400.67
s	981.457.12

S

-

s	727.600.10

S
s	19.882.22

0	0% s	s
I	76% s	747,482.33 s	29,102.52

-

I

I

05145.00 ONSITE ROADWAY
05145.01 18'"f.. rni Curb & Gur.er

ans LF

s	1"l.40

s	100,035.00

2200.00 S	25.080-.00

S

2200

25% s
s

25.080.00 I S	-

05145.02 18" Std. Curb & Gutter

102 LF

s	16.50 s	1.6!!3.00

S

S

-

o.co s

S
S

0	0%	s
0	0% S	s

Ram:>wt Oec::able-Waminn (Includes 5' S:deW3k Exter:	'- EA

s	1 020.00 s	4,080.00

SB.At Common Area

15480 SF	s	5.33 5	82.503.40

S

o,; s	-  s

Existina	h3lt P;,\.-ement & Match Existirr.: es

1 LS  s	s

S

S

0	0% S	s	-

05i45.0S 1. 0nsi'.:e SubQ:"ilde

145:!6 SY	s	6.:38 s	92 739.58

7165.00 S	<5.719.08

o.oo s	-

7166	0::9% S	45,719.08  s

os,.:;s.01 6"'	: e.:i e Ccur::c

12553 SY  s	9.02 s	113,318.26

3300.00 s	29,765.00

S	-

3300	26% S	29.766.CO s	-

051.t:S.08 "':"'	Tvc S? 9.5 f1Sl Lift'!
05145.09 , Asnr-.31:TVl"!e: S? 9.5 r2nC Uftl

1:2£63 SY
12553 SY

s	6.17 s	n.513.71 I	2509.00 S	15,48:J.53
s	6.17 s	n.s,3.71	0.00 S

S
S

250ll
0

20% S	15.480.53 s	-
0% S	s	-

051"5.10 S_.,..oe

1 LS

s	.;,na.oo

s	4.no.00

0.10 S	4n.oo	o.ao s	-

10% S	4n.c,o s

0514S.':1 Stncino

LS

s	5,259.60

s	5.259.50

0.10 S	525.95	0.00 S	-

o.,	10% S	525.95 s

05145.12 Roadwav	U: & A.s.buits

1 LS

s	28,053.SO s	29 053.60

0.30 S	B.416.08

S

0.3	30% S	8.416.08 s	-

0s1.eS.13 ,a MtamiCurb!. Guttor
05145.1-' Hieh Batie Curb
05145.'tS Sid.ew ,cAt Common Are;,
0.S145.i6EDWi Dccta:lc W:lminc ilnr::h.idM S Sidewe.lk Extt!r

1645 LF
1657 LF
925 S?
6 EA

s	11.40 s	18.753.00
s	19.80 s	32.808.60
s	6.33 s	4.930.2S
s	960.00 s	5,760.00

S

-

S

S
S
0.00 S	-
0.00 5

0	O'h s	s
0	0% s	s
0% s	s

-

0	Q1;6 s	s

0S145.17	istinc: Asohatt Paveme:-:.t & Ma:en Exis1i.-,a Grades
05145.18	d Cnsite Subc:rada

LS
7667 SY

s	2,338.71 s	2.338.71
s	6.25 s	.:9.168.75

0.001S
0.001 S

S
o.co s

0% S	s
0	0% S	5

05145.19 6"' Umerocit se Cours" 05145.20 1• Aschait TvceSP 9.5 11st Lift\ 051<5.21 1 Aschal: T e SP 9.5 (2nd Uftl
05145.22 Sicnaoe
05145.23 Strn)ino

7133 SY
7133 SY
7133 SY
LS
LS

s	9.17
s	6.08
s	6.58
s	3.600.00
s	5.-'00.00

s	65.409.61
s	43:?69.6-4
s	45. 935.,4
s	3.SC0.00
s	S.400.00

S

-

S
S
0.00 s
0.00 s

S
S
S
S
S

0	0% S	s

-

0	0% S	s
0	0% S	s
0	0% s	s
0	0% s	s

05145.2• Ro31!1,-:,v L.:i ut & A uitts
05145.29 OnS-ltc Ro.actwav Subtotal

0S810.00 OFFSITE ROADWAY
osa,c.01 General Condruons

1 LS

1 LS

s	,2.650.49
s	28.849.51

s	12.650..t:9
s	878,598.15

$	28.8"9.51

0.00 s	-
s	125,'64.&5
I

-

S	'

s
s

S

0	0% s	s
14% s	125.464.65  s

0	O"'Ai S	-	s

osa,0.02 Mobillz.:i:ior.

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s	5.545.73 s	S.545.73

C.00 S	I	0.001S	-

0	0% S	- s

05810.03 Geo:cchnlealicstlno &0°'5CN :"o

1 LS

s	10.061.20 s	10.oa,.20

0.00 S	- I	0.001S	--

0	0% S	s	-

s

05810.04 Gener3l Condrtl:ms

,  LS

s	28.849.S1 s	28.8"9.51

0.00 S	'	0.001S

0	0% s	-  s

05810.0S Mobim:iori
csa,o.os Gc:>:cchnic:::11Tcstino & Obsctvation

1 LS
1 LS

s	5.545.73
s	9 104.•0

s	5.StS.73
s	9,,04.40

S
S

I	0.001 S

0

0.00 s

0	°""s	-.

osa,0.01 Claarirm & G!l.tb:::irlo

1 AC

s	3.900.CO s	3,900.00

S

s	-

0	0% S	- s

05810.08 CleariM & GrubOina

2 AC

s	3.000.00 s	6,000.00

2.00 S	5.000.00	0.00 s	-

2	100% S	6,000.00  s

05810.09 Cons:ru:tion Entranee

1 EA

s	3.3,9..:.J s	3.319.43

1.00 S	3.319A3	0.00 S	-

1	100% S	3.319.43 s

osa10.10 Sil:Fen

2010 LF

s	0.90 s	1,809.00

S

S	-

0	0% S	s

s

osa,0.11 lnlet PrO? on

2 EA

s	689.91 s	1 379.82

1.00 S	689.91	0.00 S	-

1	50% s	699.91 s

oss,0.12 Tre ?rotedion tns:allation
05810.13 Etos.!or:Centre!M.:.i .cnanr::c

0 LF

s
s	1.7<5.68

s
s	1,746.68

S
S

S	-
S	-

0	0% S

-

0% S	s

05810.14 Seed and Mulch Oisturt>e:

s	2.94 s	12.447.96

S

S	-

0	0% S	s

05810.15 Cress Oisturbed

s	0.60 s	1.140.00

S

S

0% S	- Is

05910.16 Construction En:mne

:A

s	3319.43

s	3,319.-43

1.00 S	3.319.<3	0.00 S	-

1	100%> S	3.3'i9.43 s

05810.17 Sit:Fence

2oea LF

s	o.so s	1,872.00

2080.00 S	,.an.co

S

2080	100% S	1.872.00 s

05810.18 Inlet Prote-aion

"=A

s	395.95 s	1.583.60

S

S

0	0% S	-	s

05610.19 Tree Protection ln .:,tlon

500!.F

s	2.82 s	1..(10.00

500.00 S	1.410.CO	0.00 S	-

S00

100% S	i.410.00 s

05910.20 Erosicx,Ccnttel.rl.i.n:cnant:c

1 LS

s	2,215.07

s	2.2,s.07

S	-

S	-

0	0% S	s	-

05810.21 Seed. and f,.lfutch OLS!'.:rbod

4635 SY

s	2.9" s	13.626.90 I	0.00 S

S

0	C i: S	s

05S10.22 lmc:,rt AU- Si1e 831;mc.e

318 CY

s	13.10 s	•.165.60

318.00 S	,.1ss.eo	0.00 S

3i8	100% S	4.155.80 s

05810.23 lmc:>rt Fill• Site 3.:lb.n

512 CY

s	11.79  s	6.036.48

351.00 S	4.138.29

S	-

351	69% S	4.138.29 s	-

05810.24 Fine Gra::finci- Read

,.;gs SY

s	0.SB s	1.459.02

1<S9.00 S	1469.02	0.00 S

1499	1ooc,o S	1,459.02  s	-

05810.25 FineGra::int1- SnoLA ers!ROW Lll'le 10 0.5' 3-lckot Curb)

0 sv

s	-	s	-

S

0.0,J S

0	0"' S	-	$	-

05810.25

Asbuilts

1 LS

s	3,408.00 s	3.<08.00

1.00 S	3.40!l.OO	0.00 S	-

1	100% S	3.408.00  s

05810.27 □nsrte cu:-& FIil

0 CY  s	s

S

S	-

0	0% S	s	-

05810.28 Fine Gr nn- J;lnad

21e, SY  s	0.98 s	2.14C.32

S

S

0	0% S	-  s	-

05810.29 Fine Gra:jlna • Shoulders <ROW Line t:, O.S Sack of Curbl
05810.30 Gr.16nc L.21/01..1 &sbui!ts

0 SY
1 LS

s
s	2.004.00

s
s	2,004.00

S
S

S	-
S

0	0¾ S	$
0	0% S	s

0.5810.31 11l"RCP

1CKLF

s	37.09 s	3.857.38

a.co s

o.co s

a	0% S	s	-

0% s	-

-

-

-

s	-

-

05810.32 30" RCP

42 LF

s	412.48 s	17,324.16

20.00 S	s.2,9.80

S	-

20	(S¼ S	8.249.60 s

ITEM NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

UNIT PRICE

CONTRACT ALIOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT

.

QUANTITY	TOTAL .

JOB TO DATE QUANTITY	'/, COMP	TOTAL

StoBill
35 Stored

c5810.33 18"MES 05810.34 Hlnle:

'EA
2 EA

s	1.730.51
s	6.157.87

s	1.730.51
s	'i2.315.74

0.00 S	0.00 s
1.00 S	6,157.87 I	0.00 s

0	0% S	s	3«9.80
1	SO% s	6,157.87 I S

05810.35 cte n:nc ;,nd Video

104 LF

s	62.62 s	6,512.48

S

0.00 s	.

°" s	.  IS

05810.36 s:ormL:Jvout & Asbui.lts

LS

s	2.0.!2.-'9 s	2,042.49

S

0.00 s

0	a,.- s	.  IS	.

05810.37 TcpAa'iustman:

1 LS

$	916.22 s	916.22

S

s	.  I	0

011, S	s	.

05810.38 Trench Safers
05810.39 Oewatef.ne

LS
LS

s	1,551.07 s	1,551.07
s	2.693.73 s	2,693.73

0.25 S	387.,,
0.25 S	673.<3

S
S

0.25
0.25

25% S	387.n s

.

25% S	673.<3 s

05810.<0 :?O'"RC?
05810.41 :30"'MES

<22 LF
EA

s	67.52 s	28,<93. •
s	1,BOi.92 s	7,207.SB

S
S

0.00 S	-
S

0	c•.c s	s	-
0	0"' S	s

osa,0..:2. Clnle1

3 EA

s	2.603.26 s	8.<09.78

3.00 S	8409.78

S

3	100% S	S.409.76 s	-

05610.43 Ol..11e! Co!:.trOI Struc -re
05810.<4 ctc.inm :inc vi<:co

EA
<22 LF

s	3.333.90 s	6,M7.80
s	15.79 s	6.653.38

o.co s	.
S

S	.
S

0	0% S	s	.

s

0	0% s	s

05$10.45 Storm L-ut  t. As::U1t:s
05810.<5 Trench 5-,!etv 05S10,.t;7 Oc-w:i:tcrin::

1 LS
1 LS

s	4.2"i.OO s	4.241.00 I	o.co s

.

s	1.551.07 s	1,551.07 I	0.00 S
s	<.543.54 s	4.543.54	0.00 S

S	-
o.co s
S

0	0% S
0	O'k S
0	O•<QS

.	s	.
.	s
.

05610.48 Re-m:we & Re:>lace Pavinc!or Uti!itv Installation

s	12.26 s	12 934.30 I	0.00 S	.

1055.00 S	12.93<..30

1055	,co¾ s	12.934.30 s	.

05310.<9 S: JkAt common Area
ose:,o.so Sidewalk Ram:,w/ Ocetab!e w:imina Onct..:des S' Sidewalk Exten

2 EA

s	5.32 s	17.768.80 I	o.co s
s	835.00 s	1.2n.001	0.00 S

S

C	0% S	s
0	:,  s	-  s

05610.51 Sav.-cut Existit'tC Asn t Pa'lement & Aalch Existin: G es

1LS

s	5,821.!7 s	S.821.87

S

S

0	0% s	s

05810.52 ,  Comoacte::I O:':sate S..Oar.ade

1540 SY

s	9.22 s	14.198.80

15<0.00 S	':4 t9S...SO

S

15<0	100% S	14.196.80 s

05810.53 5• Llme:-oc.\c B:i Cctne

1434 SY

s	11.37 s	16.30<.58

1434.00 S	16,3C4.58

S	.

1434	100o/, S	16.304.58 s

05810.54 i. Asnh-.1lt Tvne SP 9.S11 Utl
05810.55 'l."Asch.;,,ltT	S? 9.5 2ne U!tl

1434 SY
1434 SY

s	9_94 s	14.253.96
s	10.20 s	14.626.BO

143.;_oc s	14,:253.95
1434.CC S	14 8:26.80

S
S

1434	100% S	14.253.% s
1434	100% S	1 .52S.80 s

05810.56 Sicn;,ce

1 LS

s	2 394.00 s	2.394.00

1.00 s	2.394.00

S

1	100'll S	2394.00 s

,

05810.57 Sin-

1LS

s	12,846.00 s	12.84E.00

1.00 S	12,846.00

S

1	100'Y. S	12.845.00 s

0S610.58 Rood'.-	u:&Asbuil
05810.59 Mib:ind R rf:x:c

1 LS
2715 SY

s	3 2S8.00 $	3.288.00
s	15.771S	2.815.55

1.00 S	3.268.00
2715.00 S	42 B15.55

S
S

271'5

100% s	3 28.B.00 s
s	42 815.55 s

05810.60 M.::iintcnanceof Trame monArea
w/ Oete::13!::le \N3mt"'"
Aschalt ?avemen:& M;, ti.Existi!'tCJGrades
C581D.54 12· Comoadtd Onsile $:Jbarade

1 LS
I	12625 SF
2 EA
1 LS
2516 SY

s	13 200.00 IS	13.200.00
s	5.321S	67.165.00
s	694.20 s	1.388.'!l
s	8.551.33 s	8.551.33
s	a.oe s	20.279.95

.

0.00 s

.

S
S
S

S

.

S	-
0.00 s
0.00 s
s	.

0	0% s	s
0	0% s	s

s

0	s	s

.

0	s
0	0% s	s

05810.65 s· Urnerock Basa Co rse.

2400 SY

s	i0.83  s	25.992.00

S

0.00 s

0	0  s	.	s

05810.66 1· As:,h:Jt: Tvoe SP9.5 tist ur:, 05810.67 1· Asotlalt Tvoe SP9.512r.d Lit)

2400 SY
2400 SY

s	8.36
s	8.76

s	20,064.00
s	21.024.00

S
S

I	o.ocl s

.

.

0.001S

0	s
0	0% s

s
.-  s

osa,o.ss 11••::.,..naQe
05810.69 Strit>ir:n
05810.70 Ro ..avL.tvout & A h$
05810.71 Milland Resur1a::a

1 LS
1 LS
1LS
2400 SY

s	,. sa.oo s	1,366.00
s	18.282.00 s	18 282.00
s	1.n6.00  s	7.776.00
Is	13.86 s	33,264.00

S
S
0,00 S

S

.

S
S	.

0% s	s

s

.

0	0% s	.

.

0	0% S	5
0	0l'ol S	s

ose,o.n Milintc ncc of uotr.c
05810.79 Offsite Roadway Subtcul

05815-00 OFFSITE WATER

LS

s	7.800.00

s	7,800.00
s	684,368.59

S
s	174.398.02

S
s	12.934.30

.

0	03/, s
27'/. s	1e7,332.J2

0	Ol'o s	.

s
s	349.80

05815.01 Connoct to Ex WatCfline 05815.02 12" OR-18 wa:er'lir.e

1 LS
,no LF

s	2.803.40 s	2,803.40
s	32.39 s	SS 385.90

S
S

S

.

100.00 S	3,239..00

100	6'!1. s	3.239.00

s	484.42
s	32.155 01

05815.03 12" Gate va:ve
05815.04 12•Tee
osa15.05 12"C3::>
05815.06 Test&."lc & Chlorin:iticn
05815.07 wau r Lavout & Asbwlts

2 EA
1 EA
1 EA
1710 LF
1 LS

s	5.046.85 s	10.09,.n
s	796.56 s	795.56
s	370.27 s	370.27
s	1.31 s	2.240.10
s	5.• 17.00 s	5Ai7.00

S

.

S
S

.

S	-
oms

S
S
S
S
S

0	Ol'o S
0	0l'o S
0	0% S
0	0% S
0	0% S

s
s	<05.60

.

s

s	272.42
.	s

05815.09 Of'fsrte W.1ter Subtobl

05820.00 OFFSl7E SEVIER
05820.01 Conned to ExForeeMain
05820.02 12" CR-18 ?VC Force l\. in

I I I
11LS
16301LF

s	2.795.69
s	32.64

s	77,107.95

s	2.755.65
s	53 '.:>03.20

s

S
S	.

s	3,239.00

S	.
100.CO S	3.264,00

I	4o/,I s	3,239.00 I S	JJ,320.45
I
0	0% S	s	983.58
100	6o/ S	3.264.00 s	37,973.87

05820.03 10• CR-18 ?VC Foree in

88 LF

s	27.55 s	2,369.30

S

S

C	0% S	s
.

05820.0< 12· Gil:e Valve

3 EA

s	4,956.15 s	14 8'S8.48

S

S	.

0	0% S

s	5.949..78

05820.05 12" Tee
OSS20.06 12" x iO" Redu::er
05320.07 12"Co:,

1 EA
1 EA
1 EA

s	1,251.09 s	1,251.09
s	828.€6 s	828.66
s	710.52 s	710.$2

S
0.00 5
o.oo s

S
S	-
S

C	0% S
0	0% S
0	0% S

s

.

s
s	673..10

05820.08 Testina

,ns LF

s	1.33 s	2.282.28

o.co s	.

S

0	0% S	s	.

05320.09 Force Main Uvo:..1.!..A.sbutlts

1ILS

s	5,424.20 s	S.-'24.20

S

S

0	C% S	s

05820.10 Conflict Crossin-.::

1 EA

s	<.643.<2

s	•.643.42 I	0.00 S

1.00 S	4.6<3.42

1	10CY:' S	4,6-:3.(2  s

05820.19 Of'tsite SCwtr Subtot:11
OSB25-00 OFFS17EREUSE

s	88,376.84	s

s	7.907.42

""· s	7,907.42. s

4S,SB0.43

05825.01 Cottnect tc 8c Reu,e Waterline

1 EA

s	2 795.69 s	2.795.69 I	o.co s

S

0	0% S

s	4e,(.42

05825.02 -:z- PVC• OR18 Reuseline

1705 LF

s	32.49 s	55.395.451	o.co s	.

100.00 S	3.2(9.00

100

6% S	3,248.00

s	17.722.92

05825.03 'lZ"GateV.:i ,e
05825.04 12"Tee
05825.05 "IZ-CaP

2 EA
1 EA
1 EA

s	S 859.19
s	796.56
s	370.27

s	11,718.361	a.co s
s	796.56 I	0.00 s
s	370.27 I	0.00 S

S
S
S

0	0% S
0	0% S
0	0% S

s	-
s	405.50
s	272.42

ITEM NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TOOATE

.

QUANTITY	-r.co!.,P	TOTAL

StoBm
:is Stored

05825.00 Te tina
05825.07 Reuse L.ll/!X.lt & Asbuilts

1705 LF
1 LS

s	1.32 s	2.250.60
s	5.411.00 s	5.411.00

0,00 S	I	0.001S

.

0.00 S	0.001S

0	0%1S	s
0	(lo/, s	s

05825.09 Offsrtc R	Sub-tot31

s	i8.737.95

s	I	IS	J. 9.00
I

-r.1s	3,249.00 I s	18.885.36
I

10000  C01. AODL CLEARING FOR ADDED LOTS t'I PHASE 18	.	I

.

os,os.46 Silt Fence
05110.03 aearino&. Grubeinc

1'220 LF
33 AC

s	1.<8 s	21 045.60
s	4.012.00 s	132.395.00

14220.CO S	2Ul45.60
33.00 S	132.396.00

14220
33

100% s	21.C45.50 I S
100¾ s	132.396.00 s

10990 C01 -Addi Cle.snna for Added Lots. In Phase 1B Subtoul
11000  C01 • WETLAND CLEARING & FILLING PHASE 2

I
SSSS LF

s	153,441.60
s	1AB s	8,413.60

s	153,441.60
5585.00 S	B.413.ao

s	I
0.00 s	56,8,5

100% s	153,441.60 s
100% S	8.413.80 s	.

05i05.•:7 Silt Fence

11 AC

s	4.012.00 s	44,132.00

1'L00 S	44.132.CO

0.00 s	.

100'I', S	"4.132.CO s

05110.04 Clearin.a & Grub:llna
05110.05 S:ril",& Fill We:.b.'l:d Areas

33275 CY

s	3"1.94

s ,.062.803.50
s  1,115,349.30

33275.00 S  1,062.803.50
s 1,115,349.30

0.00 s
s

33275

100% S  1.0S2.e03.50 s
100% s 1,115.349.30 s

11990
12000

C01 . ANibt"Uc lsbnd Addi Cle::mna & WcU:ands Subtotal
CO2• CHANGEREUSE MAINFROM PVC TO DIP

I
I
s	s	43121.f.C

"!.00 S	t4B.i2:i.t1rn

S

,1	100% S	(-48.121.®l $	.

05825.10 Oec!uet 12"' PVC Pi Mntcnot

1ILS

(46.121.50

s	93,853.&l

,.oo s	93.853.EO

S	.

100% S	93,853.60 s

05825.11 Add 12" OUOle lro Pi::>e W.oterial

1ILS

s	93.853.60
s	45,732.00

s	45,732.00	s

,oo . s	45.il2.00  s

12990

13000
13001

CO2· Chanqe Reuse Main from PVC to OlP Subtotal

C03 • SANDRIDGE OFFSITE C03.SANDRIDGE OFFSITE• EARTHWORK

I
I I
13.10 s	(4,155.80

-318.00 s	,.,ss.ao

S	.

-318	100% S	14.,65.801 s	.

5810.8

Irr.cert Fil - sr..eBala.nee

-318 CY  s

s	11."69.02

-1499.00 s	(1 469.".,,	0.00 S	.

-14.9,9	1CO% S	t, 489.02 s	.

5810.81 Fine Gro:lna - Ro d
5810.82 Gr.i.dinn t.avour & Asbuilts
5810.83 Dress Ois!urt>ed

-1<99 SY
•1 LS
3815 SY

s	0.98
s	3,408.00 s	13.<08.00 I
s	0.60 s	2.289.00

.,.cc s	TJ.408.00
o.oo s

S	.
S

100% S	13.4C8.CY.l) s
a	0% S	s	.

5810.84 Sod 015:ue.>ed

3815 SY

s	2.9-: s	11.216.10

0.00 s

S

0	0% S	s	.

5810.85 SITT.Fence

4850 LF

s	0.90 s	4,365.00

0.00 s

a.co s

0	0% S	s

13990

CO3. Sandndge Otfs.itr -nhworkSubtot I

s	8,827.28 I

s	(9,042.82)	s

-102o/. $

(9,042.82) s	

14000

C03 • SANDRIDGE OFFSITE • FORCE MAL'I

s	1 388.-43 s	5.553.n	0.00 s

S	.

0	0% S	s	.

5820.2

12· 45 Bend

EA

s	8,555.51 s	e..555.51	0.00 s

S	.

0	0% s	s	.

5820.21 12" Con:tCrO!.Sino

1 EA

s	O¾ s	.	s

14990  C03 - Sandridge Ottsite • Force Main Subtotal

s	14,109.23 I	s

15000
5815.1
sa1s.1,

C03.SANDRIDGE OFFSlTE. WATER MAIN
12· DR·18 Wiltf!'rtnc i2'"LS Bend

50 LF
3 EA

s	32.39 s	1.619.50
s	769.53 s	2.aoa.ss

S

.

S

o.co s	.
S

0	Co/-, s	s
0	0% s	s

5815.12

Conffict Crosslno

2 EA

s	5.735.05  s	H.470.10

S

S	.

0	O¾ S	s

5815.13 ,rso Send	I	3 EA

s	94S.i8 s	2.840.34

0.001 S

S

0	0% S	s

15990  C03.Sandndr'!C Offslre • Wau-r PJ31n Subtot31
16000  C03 • SANDRIDGE OFFSITE·WATER REUSE SYSTEM

s	iB,238.53
4.6,7.24

IS
s

s
S	.

0% S	s
0	O¾ S	s

5825.12 i2"-'SBend
5825.13 Conffi:1CroSSL"lO
5825.,4 ,2 .. Gate- Valve

6 EA
2 EA
1 EA

s	769.54 s
s	5,877.84 s	11.755.65
s	.S,859.19 s	5.859.19

0.00 s
s

S	.
o.co s	.

0	()',!, s	s	.
0	0% S	s	.

i&990

C03 • S3ndridQe Offs. ·Wate-r Re-uSP Sys.tern SubtoUI
T

s	22.232.11	s	s

0'l'o S	s

17000  C03.SANDRIDGE OFFSITE.SANDRIDGE ROADWAY DEDUCT

-1540.00

S	.

-1540	100% S	1.4 '19B.80) S	.

5810.86 ,2· Co ac edOnsl" Subor::>.de Deduct	I	.,540 SY

s	9.22 s	114.198.801

s	f1<•• 96

a.co s

10:1% S	f16,:!C4.58	.

eDocu::t	.,-'3' SY

s	11.37 IS	iS.304.SSl

·1-'34.00 s	116

-1434	s	.

11st l  Deduct	I	-, SY

s	9.9-: s	114.253.961

.143,1.00  s

o.co s	.

•1434	100% S ,,,gs 	. 

f2ne Utt) Deduct

·1-'3' SY

s	10.20 s	!14.626.80

-1434.00 s	{14,620.5

S

-143_4,

100% S

(14	S

9	-1 LS

s	2 394.00

s	2.39".00

-1.00 s	12 394_=

S

100% S

12,	S

I	·1 LS

s	12 846.00  s	112.848.00

-1.00 S  ,,2.8"6.00'	a.co s	.

-1	100% S	112,645.00) S
.

builts: Qedt;d.

1 LS

s	3,288.00 s	13,288.00)

-1.0C S	13.288.

o.co s	.

-1	100o/:i S	3288.00) S
.

,1990
- 18000

U:1
C03 • S:&ndridgc Offsite • S:&ndndoc Ro:idway Deduct Subto::il

CD3 • SA,'IDRIDGE OFFSJTE• SANDRIDGE ROADWAY ADD

•2715 SY

s	,s.n s  142.815,55 s  1120,727.69) I

-2715.0C S	!42.815.55)	0.00 S
s  1120.727.69)	s

.

.

.

-2715

100% S	142.B15.55) S
100% S  1120,727.691 S

.

5810.94 s
5810.9S Concrc:.e Cut o.r1C! R:eMI:'

1 LS
1 LS

s	1 242.62 s	1.242.52
s	22 5S7.32 s	22.587.32

S
S

S
S

0	Oo/>) s	s
0	Oo/,, s	s

5810.96 P.r.ch Reoa.ir

1 LS

s	11 029.,6  s	11.029.16

S

,.oo s	,,.029.16

1	100% S  ,,,029.16 s

5810.97 MOT	I	1 LS

s	3 600.00 s	3.600.00

0,00 S

0.00 s

0	0% s	s

18990
19000

COJ • Sandridge OtfSlte • Sandndqe Roadw:av Add Subtoul i
I
COJ• SANORIOGE OFFSITE • ?.\ATERlAL ANO FREJGHT JARKET ADO

IS	36,4,59.10

s

1.00 s	51130.59

s	11.029.,6

S

=·s	11,029.16 s
,,	,00% S	51,130.59 s	.

5815.14  PVCten<!I Increase	1 LS
5810.98 Precast S ::ture lncre-ase	1 LS

s	51.130.59 s	51.130.59
s	a19.n s	879.n

1.00 s	879.72

S

1CD% S	B79.i2 s	.

ITEM
NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

U IT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOBTOOATE QUANTITY	, COMP	TOTAL

Sto B111
3SS!o d

19990

20000

C03.53ndridgc Otfs,tc. ,_,ateri.:il and Fr lght Markc1 Add Sublot.11

C03. RUSSELL ROAD DFFSITE DRAINAGE

s	52,010.31

s	52.010.31

s	I	100¾ S	52.010.31 s
I

5a10.99 30 RC?
5810.101 30- MES
5810.102 Tvoe  Inlet Oeduc.t

25 LF
2 EA
-3 EA

s	67.52 s	1.688.00
s	1,501.92 s	3.603.6<
s	2.603.26 s	<8,<09.78

S
S
-3.00 S	18,409.781

S
S
S

01	QI, s	IS
0	O¾ S	s	.
-3	100 /4 S	£8.409.78 s	.

5810.103 Tv::c -o· Inlets
5810.104 Draij'\-e Material Increase
5810.105 PavincL-,crease

2 EA
1 LS
1 LS

s	t.,4S5.05
s	12 922.72
s	7 760.48

s	B.9n.,o
s	12,922.n
s	7,760.48

S

.

S
S

S
S
S

0	0% S	s

.

0	0% S	s
0	0% S	s

20990

.

21000
21001
5130.1

C03. Rus.sefl Road Offs1te Or11n.1qe Subtot.31

C03 • BLOCK ISLAND
C03 • BLOCK ISLAND EARTHWORK
lmco."t.m: Place Fill

12588 CY

s	26.537.36
s	11.3< s	1t.2.it.7.92

s	(a.409.78)
12588.00 s	142 7,1,,7_92

s

.

0.00 s	.

12588

·32¥, S
10M') S

(8,<409.781 s
142,747.92 s

3955 SY
9	3955 SY
de	I	4050 SF

s	2.D71 S	8.186.85	D.OD s

.

s	2.94 s	11.627.70	D.00 $
s	5.33 $	21.586.S0	0.00 s

D.00 s
0.00 s
0.00 s

0	0% s	s

s

.

0	0% S
0	0% S	s

21990  C03 • Block lsliilnct E.uthwork Subtotal

s	184.148.97

s	142,747,92	s

78 '• s	142.747.92  s

II220DO

s	2 87(.01

s	12,874.01

-1.00 $	-12,874,D1

100% s	r2.s1,.o,

s

C03 • BLOCK ISLAND FORCE MAIN OEOUCT	I

.

8" OR-18 ?VC Fcrc:cMain	-1010 LF

S

.

-1010

100*

s	1";8,9TT.90 s

S"Ga:e Valve	I	-3 EA
S-T	·1EA

s	2.014,00:. s	C5.o.:2.12l	-3.00 S	6.042.12)
s	707.62 s	17C7.S>	-1.00 S	1707.52

S
S

.
.

-3
·1

100'!> s	16 042.12) S
100* s	f707.52 s

Connect to Ex Force Moin	I	-1 LS

s	t8.79  s	1S.9n.90	-1010.D0 $	18 9TT.90 I

0.0D S

-1

533S.3<

s·c3=>

·1 EA

s	<39.26 s	-439.2;.:

-1.00 S	(<39.26

S	.

-1	100% s	(439.25' s	.

5335.35 Con.'li:t Crossi..,QS.
5335.35 Air Release Valve

-1 EA
-1 EA

s	3..e .03
s	8,387.50

s	(3454.031	-1.00 S	3.454.03
s	18.387.501	-1.00 S	£8.387,50

o.oc s	.

-1	100'!> S	13."54.D3) S
-1	100%1 S	"'.seT.50 s	.

5335.37 Testinc

-1010 L:

s	1.41 s	11.424.10)	-1010.00 s	r1..:24,10 I

S

-1010

100!'> S	(1,424.10 s

5335.38 Force ll.'.3in Llvout !. Asbu:te

-1 LS

s	3.91.C.49 s	13,914.49

-1.00 S	3,914.49

S

-1	,oa

s	3,91 .49 s

22990

C03 - Block Island Foree Mean Deduct Subtotal

IS	146,221.03)

s	146,221.03	s

100¾ s	(46,221.03) S

23000
5330.4

C03 • BLOCK ISLAND WATER SYSTEM
CcMeet 10 Existino W ertrne Deduct

., LS

s	3.169,32

$	13,169.32)	-1.00 S	13,169.32

S

-1	100

S	£3.159.32 s

5330.41 Comeet to Existno wa1erl:ne AdC

1 LS

s	2.998.29

s	2 988.29	0.00 S

1.00 s	2.9Ba.2S I	1

100% S	2.988.29 s	.

5330.42 12" CR-18 Wat rlirte Dedu:!

-952 LF

s	32.45

s	130,892.40\	-952.00 S	130,892.40)

0.00 $	-952

100% S	30,892.40 s	.

533D.43 S- OR:-18 Wate,rC Add

965 LF

s	25.85

s	2 945.25	0.00 S

955.00 s	24.945.25 I	965

100% S	24 94S.25 s

5330.4

12"G:itc Vafvc OettJct

-3 EA

s	4.23<.09

s	12.70227'.

-3,00 S	(12.702.271

0.00 s

-:i

100% S	112,702.27 s

5330.45 S- dd

3EAs	2.431.66 s	7.29<4.98	0.00 S

3.00 s	7294,98	3	100% S	7,294.98 s

5330A6 12"	Dcduet

-1 EA	s	525.63 s	1525.63	-1.00 S	1525.63

0.00 S	I	-1	100% S	£525.53 s

5330.<7 s·,	Ade

1 EA	s	•04.60  s	404.60	0.00 S

1.00 S	404.60 I	1	100% S	•04.60 s	.

53').A.48 12"Tee Deduet

·1 EA	s	796.56 s	f796.56	-1.00 S	r7!!6.56

0.00 S	I	·1	100% S	{796.56 s	.

5330.49

8"'Ttt Add

EA

s	603.61 s	603.61

S

1.00 S	603.61 I	1

100% S	603.51 s

5330.5 12"Ca:>Ocduct

-1 EA

s	370.27

s	370.27	.,.co s	n,o.2n

0.00 S	I	-1	100% S	1370.27 s

5330.51 a·caoAcd

EA

s	287.75

s	575.50	0.00 S

2.00 S	575.50 I	2	1001!"■1 S	575.50 s

2J990

C03 - Block lsJ;1nd W:ne-r S','stern SubtoQI

s	I 11.644.22)

s	1,;s.,:56..&Sl

s	36,812.23

10D%1S

(11,644.22) s

24000 C03 • BLOCK ISLANO WATER REUSESYSTE,,
5245.3 Connect to EX Re-Jse 1."laterfne Deduct

-11EA

s	2.795.69  s	12,795.69	-1.CO S	12.795.69

S	.

I
-1	100'1< s	t2.793..69ll S

5345.31 Connce1 to EX Ret.-se WatcMC Ad:j

1 EA

s	2 9a8.29 s	2,989.29	0.00 S

0,00 S

0	0% s	IS

5345,32 1r PVC· OR 18 Reuselirle Oeduc:

-1000 LF

s	32.49 s	(32. 9-0.00)	•1000.CO S	£32.<so.orn

S
.

-1000	100% s	132.490.00 s

5345.33

S- PVC• OR 18 Reusetno Add

i027 LF

s	25.79 s	26 .t;86.33	o.co s

S	.

0	0% s

s	i9 ..(1O.3O

5345.34 12" Gete Valve Dedua

·3 EA

s	< 23<.09 s	(12.702.27	-3.00 S	(12.702..27'

0.00 $

.:JI	100':'-, S	112,702.27) S	.

5345.35 8" GateV:i!vc Add

EA

s	2,431.66 s	7,29 .98	0.00 S

S

0% S	s

5345.36 12" Tee Deduct

-1 EA

s	795.56 s	i796.56	-1.00 S	'796.551

S	.

-1	100% S	'796.56\ s	.

5345.37

S"Tee Ad::I

EA

s	603.61 s	603.51

S
.

S

0	0% S	s	.

5345.38

12" C:t Oed1.:ct

_, E.c..

s	370.27 s	1370.27'

,.oo s	£370.27'1

S

·1	100% S	(370.27' s

5345.39

8"CooAdd

1 ="

s	287.74 s	267.7<	0.00 S	.

S

C	0% S	s	.

24990

C03 • Block lslandW:tter Rcuso Systom Subtoul

s	(11.• 93.84) I

s	(49,154.79)	s

.;21'f. S	l49,154.79l s	9 .;,a.Jo

25D0D  C03 • BLOCK ISLANDDRAINAGE
5350.4 Control Struc:ura Tvoe "C- Inlet Oedu::t

-1 EA

s	3.9"...5.02

s	13.956.02

-1.00 s	13,956.02

S	.
.

.,	10::>% S	3,956.02 s	.
.,

5350,.(1 1a- M:s oecuc:

•1 EA

s	1,2i3.89 s	•1 273.89

.,.oo s	l1.273.f9l

S

'100% s	11.273.89 s	.

5350. 2 18" RCP Deduct
25990  C03 • Block lsl nd Or.!inaae Subtotal

-60 LF

s	38.15 s	12.289.00
s	(7,518.91)

-60.00 s	2.2a9.00l
s	(7,518.91)

S
s

-60	100% S	2,289.00) S
100% S	(7,518.91) S 	

26000  C03 - BLOCK ISLAND. MATERIAL MARKET INCREASE

5350."3 C03 - 8!:oc:k !sland Orainaa Material Increase 5145.31 C03 • Block IslandBlotk Island Pa'Jin l:'\crease

1 LS
1 LS

s	13 704.9D s	13 i04.90	0.00 S	.
s	27 94-4.42 s	27,944.<2	o.co s

S	.
S

0	0% S	s

.

0% S	s

26990

COJ • Block Island Block Isl.and· M.Jtcmal t.1.arket Increase Subtot.::al

s	41,649.32'	s
I

s	I	o,.. s	s

 	

ITE,_,
NO. 27000

COJPHASE 1A

DESCRIPTION

PLANNED QUANTITY

UNIT
UNIT	PRICE

CONTRACT
AMOl.r.\lT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE
QUANTITY	a COMP	TOTAL

StoBIII
as Stored

27001

C03PHASE1A•EAR"TttWORK

LS

s	4,800.00  s	•.eoo.oo

1.00 S	0:,800.00

0.00 s	.

,	100% s	(,800.00  s

5105.S

GPSr.f.od'clir.a

,eoo CY

s	11.$<; s	20.m.co

1800.00 S	20 772.0C

0.00 s

,eoo	100% s	20.nz.oo s

5130.11 lm:,or. and Place F'il1

s	25.572.00

$	25,572.00	$

100o/', s	25.572.00 s

27990

28000
5325.3

COl Phase 1A • Eartnwork Subtotal
I
003 PHASE1A • SANITARY SEWER
"BSPVC6/S

220L.F
-280 L.F

s	20.00 s	(,4CO.CO
s	2,.20  s	16.775.00\

220.00 S	•.•oo.oo
-280.00 S	f6,776,00

0.00 s	.

.

0.001S

220
-280

100'!!. S	4,400.00 s
,oo:ri. s	(6 776.00 s

5325.31

S-	PVC 10/12 Deduct

1 EA

s	2.592.24

2 992.24

1.00 S	2.592.2• I	0.001S	.

.,,

100'!'. s

2 932.24 s

5325.33

· Ora.  M.lnhole • 6l6

5325.32 4'	Ma:,hole • 0/6

., EA

s

..

s

s	3,070.51

(3.070.5'1)

1.00 S	13.070.51

,	100o/ I s	s

5325.34 4' Dia. SSM "\holc - 8/10

A

5	3.625.14  s	3.525.14

1,00 $	3,625.1

0.00 5

100'!'.I S	s

5325.35 4' Qi.) SSMa.n.'":ole- 10.112
4' Dia. SSManhole• 12J14 Deduct

A
-2 EA

s	3,965.11  s	7.930.22
s	4.5.07.90 s	19,015.!0

2,M  $	7,930.22
·2.00 S	rc.o,s.60

S
S

2	100 .1 S	s
·2	100o/,I S	s	

Ell

,. Dia. SS Manhcle-14115 OKluct

.3 EA

s	7  '	s	121,S<0.59

-3.00 S	121 940.59)

S	.

.,3

,oo,,.I s

(21	s

IRec&i'l.ino:Manhole

EA

s	11.n.....,:,s.; s	11.055.39

1.00 S	11.055.39

S	.

1003/c s	,, 055.39 s

5325. 9

Sinai• Sa..:-,... Se-,,,.er Service Add

EA

s	670.BS s	1,3-e1.72

2.00 $	1.341.n

S

2	100'!'. s	1,341.72 s	-

28990

C03 Ph.J,-e 1A • Sanlt3rv Sewer SUb1ot.tJ

Is	19,458.191

$	f9,.:.58.19U	s

100% s

19,458.19 s

29000 C03 PHASE1A • FORCE MAIN

798 L.F

s	19.14

s	15,273.72

79a.OO S	15.273.n	0.00 s	.

798

100'1!,I s	15.273.72  s

5335.39 e·OR·18 PVC Fcrce Mat:"!

5335.4  ,- OR.•18 PVC Fo  M.i:ln

235 L.F	s	12.37 s	2.50o.S5

40.00 S	•94.80 I	195.0C s	2A12.15

23,5	100"- S	2,905.95 s

5335.41,·G.:,.teV.:illte

1 EA  Is	1.268.35

s	1 285.38

1.00 S	1.288.38 I	o.oc s	.

.,	100

s	1,288.38 s	.

5335. 2

6"' 9-J Send De:uc:

·1 EA  s	557.66 s	1567.65

.,.oo s	(557.56)

s	.

100'1!, s	1567.66 s

5335.43 Air Releas Valv and Manhole

2 EA  IS	11. 4B.15 s	22.692.:!0

S

S

,0	O'll s	s

53:!5.44 i3" x <" Tee Add

1 EA	s	903.39 s	9CS.38

2.CJ S	1.806.76

.,.oo s	<903..38

100% s	903.38 s

53:!5.-45 ,. 22.5Bend
5335.46 OPlu::i

2 EA  Is	411.13 s	822.26
1 EA	s	578.52 s	578.52

2.00 S	822.26
,.co s	578.52

S
0.00 s	.

100'!1 s	822.26 s

2

,

1	100¥. S	578.52 s

5335.47 Con11ld C:cSSIM

1 LS	s	9.274,56 s	9.274.SS

2.00 S	18,549.12

1,00 S	(9,27'.56

100'!'. S	9,274.56 s

29990 C03 Phuc 1A - Force Main Subto I

s	53,372.41

$	38,245.90

s	(7,765.79)

srr. s	30,480.11 s

30000 C03 PHASE1A • WATER SYSTEM

5330.52 12" OR-18 Woterll"!C

435 U::

s	32.56 s	1.C.,i63.EO

435.00 S	14.153.60

s	.

435

100"-I s	1.t.,163.60 s

tlfi

5330. 8" D;'!-18 W ter ne

sec LF

s	25.57 s	1.C,319.20

560.00 S	14.319.20

s	.

560

100J", s	, .319.20  s

5- DR-13 W3terbne

2· SCH 80 PVC Watertine Oeduc!

,. on.1a '."JotMiM

.,51 L.F

•1"-5 L.F

-275 L.F

s	15.79 s

s	9."-1 s

s	10.55 s

f,fl

(2.635.93)	·167.00 S	12.636.93

-145,00 S	1.36'.45

275.00 S	r2.901.25

s

S

.

0.00 s

0.00 S

-167

-14S

.

275

100'!!. S	(2,635.93 s

100'!'.I s	11,36(.4'0 s

1003/, S	f2,901.25 s

s	'16.58'

.,

5330.57 12• Gate Valve

2 EA

s	5.171.59

s	,o.

2.00 $	10343.18

s	.

.2,

100% s	10,343.18 s

-

.

5330.59 2· 45 Send Dceua

5330.5

12"x 6" Reducer Oect..'d

·1 EA

s	370.27 s	1370.27'

·1.00 $	·mo.27l

0.00 s

.

100:Y. s	370.2

s

5330.61 s· x 4" Reducer Oecuc::

·1 EA

s	204.20 s	!204.20

.,.oo s	1204.20\

s

.

.•1,

100'1!, s	r?rV..20

s

5330.52 ,. x Z"' Redueer Oedu:::

., EA

s	140.78 s	,1,0.78

.,.oo s	1,o.1a1

0,00 S

,

100':I s	1140,78) S

S"C;:io
Flushinc Hvdrant

EA
EA

s	287.74
s	,.5,,.74

s	287.74
s	3,155.48

1.00 S	287.74
S

S
S

100 1S	287.74
0% S

s
s

5330.58

S- Gote V;:i!ve Ocxiuct

_, EA

-1 EA

s	4.a,.:.67 s	{4.814.Gn

.,.oo s	,4,814.F.",

0,00 s

.,	,1o0o0%. S	14,814.67l s

Conflict Cro nc

30990

CO3 F>Ns.c 1A • Water Systt-m Subtobl

31000
5345.4

C03 PHASE1A • WATER REUSESYSTEM
12" P'v'C-OR18 R [ne

5345.-<1 B'" ?VC - OR'iS Reuseli e

1 LS

I
t.10 LF

340 LF

s	76.58

.,.oo s	ns.ss

.

s	(76.58

s

,0

s	6.799.00 s	6,799.00

1.00 S	6.799.00

0.001 S

100"- $	5,799.00

s

s	36.5S9.07

s	33,403.59

s	I

91% S

33,403.59 s

s	25.57 s	a.653.ao

410.CO S	13,450.30

100% s	13,460.30

s

340.00 S	8,693.80

s

s

.!10

..

s	32.83 s	13.<S0.30

340

100%: s	aore.so s

53-45..<2 4'"?VC • OR18 Reuse6r.e ORCuct

-5051L.F

s	10.33 s	(5,216...........

.sos.co s	5.216.65

0.00 s

..s.os,

100% s	(5.216.55 s

5345.4? ,. Gate V tve Oe:fuct

•1 EA

s	864.64 s	1854.64

.,.co s	1854.64)

0,00 s	I

100 c s	(854.64 s

5345.44 a- G.:,.te V.!lveA d
S345.45 4" .¢5 3er.dOe:u
5345.46 , .. 22.5 Bend Deduct

2 EA
·1 EA
-< EA

s	2.2!)4,05 s	(406.12
s	179.3-: s	/179,31
s	177.83 s	(711.32

2.00 S	4.408.12
.,.co s	179.31
--4.CO S	(711.32

0,00 s
0.00 s
0,00 s

2	100% S	4.(08.12  s

.

·1	100% S	f179.31 s
.,	100-o/.: S	(7'1.32  s

5345.47 1T Tee Ocdue1

·1 EA  IS	796.55 s	r7SS.55

-1.00 S	96.55

S	.

100% S	n.s.ss s

5345.48  12"x 8"Cros..s

1 EA	s	1.126.54 s	1,126.54

1.00 S	1.126.54

S	.

.1,

100'!'.I s	1,126.54 s

5345.49 12"x 4" ReduceDeduct

, EA

s	417.79  s	417.79)	•1,00 S	r417.79

0.00 s

100% S	(.(.17.79 s

5:?-45.5

Flushinc:Hvrl n1

2 EA

s	1.431.71

s	2,863.42

S	.

S	.

0	0% s	s	.

5345.51 6"' 22,5 Send

2 EA

s	402.03 s	804.06	2.00 S	804.06

S

2	100% s	8:l<.06 s

5345.52 8".¢5 3er:d

4 EA

s	404.60 s	1,618.40

4.00 S	1.618.-4¢

0,00 S	.

,•	100% S	1 618.40 s	.-

5345.53 S"PftJO

EA

s	287.74 s	287.74	1.00 S	287.74

,	1 $	297.i.(. s

5345.54 Conflict Crossinc

LS

s	6.799.00 s	6,799.00	1.00 S	6.799.00

S

100% S	e.799.00 s

31990
32000

COJPhue 1A .Watitr Reuse Svstem SuDlctal
C03 PHASE 1A •STORM DRAINAGE

s	31,875.12

s	29,011.70	s
I

91% S	29,011.70 s
I I

5350..¢5 1S- RCP Oeduci

.992 L.F

s	38.15 s	r37,844.sm	-992.00 S	378«.80)1	0.00 s	.

-992

100,;1S	l37,84.¢J O s

5350.48 2,• RCP

39 LF

s	51.89 s	2,023.71	39.CO S	2.023.71	0.00 S

39	100%1S	2,023.71 s

5350.47 30" RCPAdd

328 L.F

$	&7,90 s	22,271.20	28.00 S	22,271.20	0,00 s

328

100%:1S	22.271.20 s

 	 

ITEM NO.
5350.48 135· Rt"'PA.c!d

DESCRIPTION

PLAN>IED QUANTITY

UNIT
296 L.F	s

UNIT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL
296.00 S	33,4-42.08

CURRE>.'T
QUANTITY	TOTAL
0.001S	-

JOB TO DATE QUANTITY	%COMP	TOTAL
2ll5	100tf, S	33,442.06 s

$108111
asSto

Deduct

-2EAs

·'·S'2-

•2.00 S	(2,5<17.78

0.001 S

·2	1003/iii S	(2,547.76 s

5	1 EA	s	1

1.00 $	1,558.90

0.001 S	-

1	100%1S	1,568.90 s

MES

EA

s	13.855.<5

S	27.730.90

2.nr s	27,730.00

S	.

2	100 S	27,730.90 s

53S0.52 Manhol.& 0e::u:1

-2 EA

s	:!-.973.38

s	(7,945.76

2.00   S 	7.946.76

·2	100%1S	(7 9,(5.76) s

53S0.53 Tvne"l-rlnlet
53S0.54 TVDe"C· lnl tOe-:!ue?

A
•2 EA

s	7,060.10
s	3,956.02

s	7,060.10
s	(7 912.0<

1.00 S	7,060.10
-2.00 S	'7,912.04

S
S

1	,ooir, s	7 060.10 s
·2	1001!"0 $	(7.912.0< s

5350.55  Sinale Curt) Inletduct

-21:A

s	5 398.20 s	110,796.40

2.CO S	(10,796.40

o.oc $

·2	100'1e S	'10,796.<0 s

53S0.56 Ch:lno from 42" Ou.:id M=S :o ?IP Hc;,,dw.:,!ls

EA  s	1:!.855.94 s	25,711.68

S

2.00 S	25.711.88·

2	100% S	2S711.88 s

32990  C03 Phue 1A -Storm Or.a1ruiac Subtotal
33000  C03 PHASE1A -ONSITEROADWAYS

s	52,760.99
I s	11.40  s	3 762.00

s	27. 9.11

o.co s	-

s	25,711.88

S

100% S	52.760.99 I s

0	0% S	s	-

5145.32 16"' Miami Ct:rb & Gut!er

s	16.50 s	1,617.00

o.co s

S	-

0	0% S	-  s

5145.33 '!!i Cltv Star::d3rd Curb 5145.34 dcw,:ilk otCo on Are;is

s	5.33 s	1.572.35
s	6.38 s	1.75-'.50

S	-
S

S
S

0	0% S	s

-

0	0% s	s

5145.35 '1r Comoaded Onsi e Slbtlt.1::!c

s	9.02 s	1.62:l.60

S	.

S	.

0	0% s	s

51<5.35 5" U:TterocitBase CoU13e

5.17

1,110.60

S	.

S

0	Oo/i S	s

51-'S.37 i- Asohilll 1..,,.., S.P9.5 (1stUW

180 SY	s

s
,.,,o.so

0	O¾ s	s

511.5.38 1· '"'"'f\91!T S?s.snn1um

180SY

s	6.17 IS

S

S

33990

Ons11e Roadway Subtotal	I

s	12.550.65	s	s

O¾ S 	 s 	

34000 IC03 PHASE1A· MATERIAL AND LIARKET INCREASE

1 LS

s	335.-'48.28 s	335.448.28

1.00 s	335 .C.48.28

S

1	100¾ s	335 B.28 s

l?VC Mate:tal 3-!'td Se"A'e"r Jncr"as
Or:ti Q lncrc.ne

1 LS

s	49,479.23

s	49,479.23

1.00 S  ,  •• ,._23	0.00 S

1	100!', s	-'9.-'79..23 s

Llmt!:rod( ln:rt!.1St!:

1 LS

s	2a.3B2.92 s	28.382.S2

0.20 S

S

0.2

20¾ s	5 676.58 s	.

5H5.t
34990

35000

?avinc lnertta.se
C03 Phase 1A- Matenal and Marke1 tncrease Subtoul

C03 • PONO 17 ANO INFRASTRI.ICTURE

1 LS

s	17,640.23
I

s	17,540.23
s	430,950.66

0.20 S	3.528.0.S
s	394,132.10:

S
s

0.2

I

20o/e S	3,528.05 s
91%1S	J!k.132.14  5

5105.51 Excav Pond

5040 CY

s	t?.6  s	48,434.40

5040.00 S	.:8,(34.40

S	.

5040

100'!1. S	48. .40  s

S105.52 Screae and C-omolilct Pend 17 Fll

4538 CY

s	0.89 s	I. 038.82

4538.00 S	4.038.82

S

4538

100% S	4,038.82 s

5130.12 Credit lmMrt for Blod< lsla:"ld

-4538 CY

s	7.69 s	(34,8!?7.22

-453S.00 S	134,897.22	0.00 S

38	100"' S  .897.22 s	.

5350.58 48" RC?

147 LF

s	154.35 s	22 669.45

S	.

S	.

C% S	s

5350.59 •	Inlet

EA

s	3 317.40 s	3,317.40

S

S

OI	OS. S	- Is

5350.6

T	onl

1ILS

s	478.47 s	,;79,47

S	-

S

OI	0% S

. Is

5350.61 4

1 EA

s	7 333.49 s	7.333.49

S

S

-

.

OI	0% S	IS
.

5350.62 iV lnso e1ion

1 LS

s	5,507.1.0 s	5.507.40

S

S

0% S	s

5105.53 L..31,.•out&J.. U:lts

LS

s	1.884.0C s	1.88<.00

o.so s	942.00	o.co s	-

0.5

50% S	94200 s

35990  C03. Pond 17 .Jnd lnfr.istruerureSuDtot:11

s	55,766.21

s	1s.s,e.ao	s

32% S	,s.s,a.oo s

36000
36001
5105.54

C04 • PHASE 1B
co•-PHASE 1B • GENERAL CONOmONS
Gel"!er.il Conditions

I	1 l.S	s

so 322.8< s	50.322.84

0.50 S	25.161.42	a.co s	.

0.5

50% S	25.161.t.2 s

5105.55 ,_'IOOi&:-atton	I	1 LS
5105.55 Geotec.. nieal Tes:inc:	I	1 LS

s	3,697.16  s	3.697.16
s	279!!<:.0C s	27,984.00

1.00 s	3.6,7.16	0.00 S

.

o.so s	13,992.00	0.00 S

1
0.5

100% S	3.697.16 s

-

50% S	13,992.00 s

36990
37000

C04.Ph:,s.e ,e. Ge-neral Condr11on Sub10t:tl
I
C04 • PHASE 1B -EROSION CONTROL

s	82.004.00

s	42,850.58	s

52 . S	42.850.58 s

s,cs.se 1n1et Prote.."1icn	I	33 EA

s	102.00 s	3366.00

0,00 S	-

S

0	0% S	5

5105.59

Turbiditv 8:ilniers

11 EA

s	387.00 s	4257.00

,,.oo s	4,257.00	0.00 S

11	1003/:o S	I. 257.00 s

5105.5 .Seed & Mulch• lots. ROW. & Common Areas

31 AC

s	2,693.08  s	83,485.48

S

S

0	0% s	s

-

5105.51 16" SodS:rlo Alonn 83:k ct Curt> 5105.52 Seo onPend B.in
5105.63 C::>mmol"I Are:!: Sod

000 SY
1314 SY
98CO SY

s	2.94 s	2,645.00
s	2.94 s	3,863.15
s	2.94 s	28,812.00

S
S
S	-

0,00 S
S
S

0	0% $	-  s
0	Oo/,I s	s
0	0%1S	s

5105.61. Tre,e Pro!ection IMtalta:ion
5105.55 Etosion ControlMa&n!cn:.1ncc

500 LF
1 LS

s	2.82 s	1 410.00
s	24.308.02 s	2< 305.02

500.00 S	1..;·rn.00	0.00 S
0.<5 S	10,938.51	0.00 S

S00 0.45

100% S	1 t.10.00 s
,45,!.',,,S	10,838,51 s

37990  C04 - Phue 18• Ero5'on Control Subtotal

38000  C04 • PHASE 18 • EARTHWORK

s	152,147.66
I

s	16.505.61	IS

s	15.605.61  s
I	.

S105.66 8" Tocso!I. Cutt FlC
5105.67 Cm. ltc 5;u. bfe Cut & FUI

s	3.32 s	12-<,041.8"
y	s	0.90 s	58 32•.SO

37362.00 $	124,041.114	0.00 S	-
54805-00 S	58.324.50	0.00 S	-

37362
64805

100% S	124.041.  I S

-

100% S	s

5105.68 0Mi:e9 u&tFin• Pend Ex:avation

s	3.78 s	1es.25s.12

49804.00 S	185.259.12	0.00 S	I	4960•

100% S

2 s	-

5130.13 lmnort	Balance

s	11.29 s	595 976.52

S2788.00 S	595.976..52	0.00 S

52788

100% S	s	-

5130.14 lmnort	:;itr.a Pads

1	s	11.28 s	165,842.96

1S057.00 S	169,8<2.96	0.00 S

15057

100  S	169.1142.96 s	.-

5130.15 i-.,,.,ort Un:uitablR:

2	s	22.42 s	719.300.86

19050.00 S	427.347.62	0.00 S

19051

59% S	427.3'7.62 5

5105.69 F'1o	Lets

5,, SY s	0.76 s	46 518.84

◄e,co.oo s	35,036.00	0,00 S

46100

75¾ S	35.036.00 s	-

5105.7
5105.7':

.F..in,.•

- ?ortds & CoenSn.=1ces
-Rood

133,..; SY
14220 SY

s	0.76 s	10.118.6<
s	0.42 s	5.972.40

S
S

S
c.oc s

0	01> S

s

OI	0% S

.	s	-

5105.72 Fine	-Shoul::lers

33228 SY

s	0.76 s	25.253.28 I	0.00 S

S

01	0% S	s	-

5105.73 Gradinc Lavo:.:t & Asbullts

1 LS

s	26 328.00 s	26,328.00	0.75 S	19,746.00	0.00 S

0.751	75'".4 S	19,745.00 s	-

?:tee :3 of 17

ITEM NO. 38!390

39000

OESCRIPT10)J
C04. Ph.:sse 18 • Earthwork Subtotal

C04 • PHASE 1B • SANITARY SEWER

PLANNED
QUANTITY

UNfT
I
I

UNIT
PRICE

CONTRACT AMOUNT
s  1,969,936.96

PREVIOUS
QUANTITY	TOTAL
s  1,618,574.56

CURRENT
QUANTITY	TOTAL
s

JOBTOOATE QUANTITY	•1,co,.1P	TOTAL
82°/o $  1,618.S74.56 s
I
I
.

$to BUS s Stored

5340.02

,;-.

1LS

s	358,280.63 s	39a 280.63

S
.

S

0	0% S	IS

5325.41 e·

25 PVC-0."6

29" LF

s	23.27 s	6,841.38

a.co s

S	.

OI	O'I S	s

532SA2 a·

2SPVC-618

779 LF

s	24.33 s	18.953.07

0.00 s	.

S

C	0% S	s

5325.43 s·

26 PVC- 8/10

1301 LF

s	2S.45 s	33.110.45

0.00 s

83.00 S	2.112.35

83	6% S	2,112.35 s

5325."4 8"

26 PVC·10/12

892 LF

s	28.59 s	25.502.28

0.00 5

S

a	0% s	s

5325.45 8"	26 PVC•12-14	I	753 LF

s	37.56 $	28.262.68

S	.

S

0	0% s

s	15.648..83

5325.45 8"SDR-26 PVC· 14-16	I	354 LF

s	48.64 s	17,218.56

S

80.00 S	3 891.20

80	23% S	3.891.20 s

5325.47 4' Dia. SS ManhcMt- 0.'G	I	2 EA

s	2,830.32  $	5,600.64

S

s

0	0% $	s

5325.48 4' Oi3. SSManhole • 618	I	5 EA
5325.49 4' Ola SSManhole• 8t'!0	4 EA

s	3.379.62
s	3.763.86

$	16,899.10
$	15.055."4

0.00 S	I	0.00 $
0.00 S	I	2.00 s	1.s21.n

a	0% s	s
2	SO 'o s	7,527.72 s

5325.5

.;· Dia SS I\WU'\ole • 10/12

3 EA

s	4.20<.70 s	12.614.10

0.00 S	I	0.00 s

,0	0% S	s	.

5325.51 4' Dia. SS Mar:hcle - 12/14

4 EA

s	4.SS1.6S s	19.805.60

S

,.co $	4,951.65

25% S	4.951.65 s

5325.52 .;• Oi3. SSManl'lOle • 14116

1 EA

s	6.811.76 s

S

0.00 5

0	0% s	.	s

5325.53 T\IDC"8""M-3:nhole .. 8-10

'EA

s	S.03a.87 s

,:. s

S

0.00 $

. I	0	0% s	.	s

5325.5< T-- -a-._13:nhole- 14-16
5325.55 Receivina Manhole

1 EA
1 EA

s	14,598.56
s	16.951.79

s
s	16.961.79

S
S	.

0.00 s
C.00 S

a	0¾ s	s

s

.

0	O¾ s	.

5325.56 SL"'taleSiln: rv Sewer Ser.i:e

70 EA	s	736.57 s	51.559.90

S

S

a	0% s

.	s	38 721.27

5325.57 Testin:,

4035 LF IS	4.25 s	17 148.75

S

S	.

0	O¾ S

.	s	.

5325.58 Sa:-:iterv Sewer Lavout & Asbuilts

1 LS  Is	14.723.67 s	14 723.67

S	.

S

0	O'!I s

IS	.

5325.59
5325.6

Trl!nch Safetv OC'IA-atctina

1 LS
1 LS

s	5_454,.:,2
s	58.S12.94

s	5.454.42
s	58 812.9<

S
S

S	I	a
S	a

0% S	s
a•,. s	s
.

5325.61 TOD Adi'J lmcn1

22 EA

s	617.<2 s	13,583.24

S

S

0% s	s

39990

40000

C04 • Pho1sc 1B - nlury Scwt-r SuctoUI

C04 • PHASE 1B • FORCE MAIN

I

LS	s

s	803,319.83
s	2.826.51

s
a.co s

s	18,482.92

.

S	.

2 • S	l&..;82.92
I

0	0% S

s	ss.3:o ·o

s

5335.<!! Ci:>nncet to Existma Force M:lin 5335,49 4" OR-,e PVC FO<ee Mein

2000 LF	s

2.826.S1
12.47 s

24.940.00

S

S	.

a	0% S	s

5335.5 4" G.ate Valve
5335.S 4"90 Bend

3
7 :J..

s	1.050.40 s	3.151,20
s	429.69 $	3.007.83,

S
S

S

.

S	.

a	0".l. s	s
a	0% S	.	s

5335.52 4" 45 Bend

EA

s	410.71 s	1.232.1:l

S

S

a	0% s	s
.	.

5335.53 4•22.5 Bond

EA

s	406.:ia s	1.625.52

S

S	.

0	0",{, s	s

5335.54 4" 11.25 Bend
5335.55 Testina

23 EA
2000 LF

s	401.48 s	9.234.04
s	1.40 s	2.aoo.00

a.co s
S

S

.

o.co $

a	()",(, s	s
a	0% s	s	.

ForMain  --ou:& As::IUll:s

1 LS

$	6.476.82 s	5.476.82

S

a.co s	.

0  S	.	s

Conm Crossinas

LS

s	15A38.  $	15.438.54

S

o.co s	.

a	0% S	s

40990
-  41000

A!f Release Valve and Manhole
IC04- Phue 1B - Fore• Mam Subtotal
I
IC04• PHASE18 • WATER SYSTEM

1 EA

s	13,229.52 s	13.229.62
s	83,96.2. 21
3,107.70

S
s

S

S
s

,.oo s

0	O'!& s	s
O,i, s	s
,

5330.66 IComect 10Exts:ne Wa:arfine

1 LS

s	3.107.70 s

3.107.70

,00'% S	3.107.70 s

5330.67 8" OR•18 VJ3:erEne

2622 LF

s	26.52 s	74,839.44

S

965.00 s	25 591.60

965	34'% S	25,591..80 s

5330.68
5330.69
5330.7

6" OR-18 W1'terllne
t.· OR•18 W.a:!-rl:ne
2" SCH ao PVC Waterline

, o LF
80 LF
ias LF

s	24.31 s	3.-403.40
IS	22.84 s	1.827.20
s	9.33 s	1.735..:?.B

S
S
S

0.00 s

.

S
S

0	0% s	s
0	0% S	s
0	Oo/1 s	s

S330.71 a· G3!e vatve

6 EA

s	2.704,,!2 s	16.226.52

S

3.00 S	B 1,3.25

s	50% S	a.113.26 s	.

5330.72 s·G.:atcV:J!ltC

EA

s	3251.59 s	3.251.59

S

s

a	0%1s	.	s

5330.73 4-GateValve

EA

s	1,270.85 s	2.541.72

S

S

0	0% s	s

5330.74 a· 45acnd

5 EA

s	404,60  s	2.023.00

a.co s

S

a	0% s	s

5330.75 s• 22.5 Bcr.d

10 EA

s	402.03 s	4.020.30

S

S

0	0'% S	IS

5330.76 8" 11.25 Bena

21 EA

s	389.19 s	a.112.99

S	.

,.co s	389..19

1	So/ s	389.1S s

5330.TT s·11.25 Bend

1 EA

s	297.92 s	297.92

C.00 S	.

S	.

0	0% s	s

5330.78 4"-¢5 Bend

1 EA

s	229.39 s	229.39

S

S

0	0% s	s

i

5IEA

s	77.70 s	358.50

S

S

0	0% s

s

5330.79 4"22..S Send

3IEA

s	225.81 s	STT.43

S

S	.

0	0% s	s

2" 22..S Send

S"iee

S

s	398.17 s	358.17

S

5330.8 ,· 11.2s Band

4 EA

s	225.33 s	901.32

S	.

S

0	C% s	s

s	325.00 s	650.00

a.co s

.

Fite H\tdrant As em:>IJ'es

5330.87 2" Flushina Hvdrant
5330.88 S:nc:le Water Services•Shon. 5330.89 Sm-::1-eWater St:rvices • Lo:'1.Q

5 EA

1 :A

2 EA

2 EA

8")(6"'Fk:iuu::r

S- x.¢" Red1..:cer

4" x 2- Reducer

4 EA

4 EA
2S EJ..
28 EA

s	6C3.G2 s	3,018.10

s	175.89 s	351.78 I	o.co s

.

s	1.385.0< s	5.540.15 r	0.00 S

s	5.2ei5.S3

s	21.063.32 I	o.co s

.

s	555.00 s	15.568.oo I	0.00 5
s	657.6-< s	,e..:i3.92 I	o.co s

1.00 S	603.62

S

.

S

S

.

.

S
S	.

a	o , s

a	0% S

s

.

0	0% S	s

1	20% s	603.62 s

.

s

.

S

0

0% S

s

S

s

0

0% S

.

.

0	0% S	s
a	0% S	s	.

5330.9  WatSeMCe to Pumo Sta on

1 EA

s	1.680.0< s	1.660.04 I	0.00 S

S	.

0	0% s	s	.

5330.91 TMtinC.r.idChlo:in:Jtion

3228 LF

s	,.34  s	0.00 S

S	.

0	0% s	$

5330.92 Wale: -ut  & Asbuil"..s
5330.93 ConttleCro-sslno

1 LS
1 LS

s	2797.2< s	2,797.2<4I	0.00 S

.

s	9.883.68 s	9.  .88	0.00 S

S
S	.

0	0% S	s

.

0	0% s	s

 	

ITEM NO. 41990

42000
53<5.55

DESCRIPTION
C04 - Phol.SC 18 - Water System SubtOt3I

CO< • PHASE1B ·WATER REUSESYSTEM
COM to Existino

PLANNED QUANTITY

UNIT

1 LS

UNIT PRICE

s	2.795.C9

CONTRACT A IOUNT
s	207.333.93
s	2.795.69

PREVIOUS
QUANTITY	TOTAL
s

0.00 s

CURRENT
QUANTITY	TOTAL
s	37,BOS.57

0.00 5	.

JOB TO DATE QUANTITY	¾COMP	TOTAL
ieo/.1 s	37,805.57
I I
0	0%1S

StoBill
:s Stored
s

s

.5345.56 8" PVC - DR18 Reuseline

JOS.2 LF

s	25.89 s	79,792.9$

0.00 s

0.00 s	.

0	O'l> S	.

s	<2-202.9$

.5345.57 , .. PVC - OR18 Reu:o;eline
.534S.58 8" G31c V.3lve
.5345.59 4•G.,1e-V Ne

165 Lr
9 EA

2 EA  Is	435.42 s

EA

s	13,(6
s	2A29A,0
$	1.034.13

s	2,220.SO

m

s	21,864.60
s	1 034.13

0.00 $
S
S

0.00 s

.

I	0.00 s

0.00 $	I	O.OCI S

I	o.oc s

0	0% S
0	Oo/, s

0

0%

s

0	°"' s

s

s

s

..	s

.5345.5

B'" 90 eand

5345.61 IS"45 Bond
S34S.62 8" 22..5 Bend
.5345.63 s- ,,.2s Send
.534S.6" '-'"45:!&nd

◄ EA IS	<0<.60 s
9 EA  IS	402.03 s
13 EA  IS	389.19 s
1 EA	s	229.39 s	229.39

S
S

.

S
S

0.00 s
0.00 s
o.oc s
0.00 s

0	0% s	s

s

s

s

.

0

0	°0%"'	.	s
0	0% s	s

5345.65,- 22.5 Ben:,

8'" x 4" Red"uur

5345.66 8"Tcc

EA

2 EA

EA

s	225.S6

s	303.30 s	616.60

s	603.62

s	451.52
s	3.016.10

S

S

-

-

S

0.00 s

0.00 s

0.00 s

0	0% s	s

0

0% s

$

0	0% s	-	s

2- Flushin Hvdran

5 EA

$	1.533.14 s	7,665.70

S

0.00 $

0	0% $	IS

.5345.7
5345.71

SIM!e Water ReuServtce - Shon Slna!e W.:,ter Reuse SeMi::c - Lone Test:ino

26 EA
25 EA

1 LS

3460 LF

s	583.91 s	15,181.66
s	68'1.10 s	'Hi 502.50

s	11,623.49

s	11 623.49

s	1.32 s	<.567.20

S
0,00 S

S

S	-

0.00 s
S

S

S

0	o,-, $	s

-

0% s	IS

01	0% $

s

0	0% $	s

5345.72 RNSe Lavout & Asbudts

5345.73 Conflict Crcssinas

LS

s	22,962.08 s	22,962.08

o.co $

S

o" s	s

42991)

C04 • Ph.aH 1B • W.ator ReuH Sv1.tem Subtol.:al

s	201,793.92	s	s

OS-, $

s	-'2 202.99

s	53.20 s	55,806.80

o.co s

S	-

OJ	0% S

$

◄JOOO CO◄• PHASE 1B-STORM DRAINAGE

53$0.6<

24"RCP

5350.63 18"RCP

530 LF

s	37.80 s	20,034.00

S

S

0	o" s	.	s	-

1049 LF

5350.66 36"Rr.?

624 Lf

S

53$0.65 30" RCP

1534 LF

IS	78.30 s	120,112.20

S	-

S

0% S	s	-

s	111. 8

s	69,563.52

512.00 S	Si.OTi.76

512

82% $	s1.on.;0 s

53$0.68

Curb Intel

5350.57 <2" RCP

147 LF

s	130.83 s	19 232.01

S

S

0% S	.	s	-

s	5.368.59 s	123,937.57

5350.59 Manl".ole
53$0.7 I I VDC "C'' Cor:trol S!n.l:turt!:

4 EA

23 EA

1 EA

s	5,008.04 s	20032.16
s	3,195.76 s	3,195.76

o.oo s

S

S
.

S

S

S

0% s	s

o

0% S

s

-

-

0% S	s

5350.7'  1B" MES

2 EA

s	1,445.SO 5	2.B,320

S

0.00 $

a	0% S	$	.

.-

53SO.n 2t•r.:.es 5350.73 30"MES
5350.7< 42'"t .ES
5350.75 35"'Ouad 1ES

1 EA
5 EA
1 EA
< EA

s	2136.18

.

s
$	.
s	1

s	2 138.18
$	10,365.10
s	s.<n.67
s	4S,t2a.2-'

S
S
S
S

S
S
S

-

-

4.CO S	.(9,426.2

0	0% $	s	-

-

-

0	0% s	s
C	0% s	s

-

4	100% S	-'9'.426.24 s

5350.75 Pl?W r
5350.TT 11."tlno & Video

1 EA
1 LS

s	19. 4.94
s	26,717.40

s	19 844.9<
s	26,717.40

S

-

S

S
S

a	0% S	s
a	0% S	$

-

5350.78 6"' Underdrain

7SO LF

s	27.<0 s	21,3n.oo

S	-

S

0	0% S	s	-

5350.79 S1::,rm L_.	U1 & As.."'uilts

1 LS

s	18,51729  s	16,617.29

S	-

S

C	0% s	s	-

-

5350.8  r  Adit..tstment

27 EA

s	458.11 s	12,358.97

o.co s

S

0	0% s	s	-

5350.81 Tt neh S !ctv

1 LS

s	8 577.11 s	8.Sn.11

S

S

0	0% S	s	-

5350.82
4.')990

<4000

Ocwa:orin:l
C04·Ph;ase 18- Storm Ora1n.aoa Subtot I

CO<-PHASE 1B • ONSITE ROADWAYS

1 LS

I

$	37.364..44

s	37.36<.4"'
s	648,072.56

o.co s
s

S

-

s	106,504.00

o	0% S	s
16% S	106,504.00 s

51,5.41
S't-'S.42

B"'Mi;,mi Ci;t> .1n::Gt.-t:er
r:imo:-:.Are:,

5710 LF

96i6 SY  s	6.97 s	s1.u,.n

758 SY

s	11.40 s	65.09t.OO
s	0:7.88 s	35293.0<

s

0.00 s

s

S

-

S

o.oo s

0	0% S

s

-

C	0% $	s

5145,44

1r Comt1.actedOr.s1!& su=ara::te

C

011/o S

$

5145,43 siaeo.-.-atk R m:,w! OectabScWarnina

1< EA

s	1 020.00 s	14.280.00

s

S	-

0	0% S

s	--

5145.<5 6"Umeroci<m•  um

8407 SY

s	10.28 s	88,423.96

S

S

0	Oo/o S	s	.

5145."6 , .. Asoh::ilt T\/De	(1st

8407 SY

s	7.07 s	59.437.49

S

S	-

0	0% S	s

5145. S.-on.1ce

S

5145.,q 1" Asi::,halt Type,	2nd Lim

8407 SY

s	7.20 s	60.530.40

S

S	-

C	o  s	s

5145.49
51tS.S
.	o

Strlo::>lno

s

Ro.idw;!y Layout t. Asbuilts
C04 - Phase 1B • On"te Roadw.115 Subtotal

1 LS

1 LS

1 LS

s	1,740.00  s	1.740.00
$	8 724.00 s	8.724.00
$	422.600.81

S

s	22 636.20 s	22 636.20

S

0.00 s
s

S	.
S
s

.ks

s

0

O'l!,S

-

0	0% $	s
0  S	s

-

45000  COS• DEDUCTION FORIMPORTFILL MATERIAL

5130.16 Russet! R0.11d lmo::n FillOedact

·S"i2 CY

s	8.07 s	[4,131.84

-512.CO S	(4.131.84)	0.00 S

-512

100% S	(4.'!31.84) S	-

5130.17

Block t ndImoortFil O uct

-22028 CY

s	6.07 s  1177.755.96

-22028.00 S  11TT.765.56l

S

-2202s

100% S	1n1ss.9S) s	-

5130.18 ?!'lose 1 Blmoon Fill OedUct

_,:;23e.; CY

s	8.07

$	D<2,038.88

-42384.00 s	2 038.88	0.00 S

-42384

100% S  13<2.03B.8Bl s	.

45990  COS - Deduction for Import FillMateml Subtotal

s	1523.936.68 I

s  1S23.93S.68	s

100% S  (523.936.68) S

46000
5130.19

COS-DEOUCTION FOR R/R UNSUITABLE HAUL OFFnMPORl
Stock lsbnd = n,1moon Deduc::

-690 CY

s	13.32 s	19.190.BC)

-690.00 S	(9 190.8 }	0.00 S	-

-o90	1 5

(9.190.80) s

5130.2 Phase 1B Expertr'lmoort Oedu:1

-32063 CY

s	13.32 s	(427345.56

-52063.00 S	427.5"5..55	o.oo s

-32083

100% S  (427.34.5.56) s

5130.21 Pn:,sc 2 Wo ndExoor.llmeo:":: Dec:

-33275 CY

s	19.95 s	(564.169.0C

33275.CO S	564.1159.CO	0.00 S

.33275

100% S  166<.1S9.COl $

;>.:iec l.Sofl7

ITEM NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

UMT PRICE

CO!'JTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE
QUANTITY	%COMP	TOTAL

Sto Bill as Stontd

46990

47000

COS. Oeduction tor Unsultabl Haul Otfl1moort Subtot I

COG.FENCE CHANGE OROER

s r,,100,705.36)
I I

s (l. 100.705.36)	s

I	100,.t S (1.100.705.36) s

5135.01

Site Pr..n and Stabll1za:ion

LS

s	10.160.43

s	10.160.43

1.00 s	10.160.43	0.00 S

1	100% S	10.160.43 s	.-

5135.02 Fen •  Y.':thG3tes	I	1540 LF

s	40.02

s	!Si.630.80

1540.00 s	51.530.80	o.co s

1$40

100% S	61.630.80 s

47990
48000

C06 - Fence Chongc- Order Subtotal	I
C07 -DRAINAGE DEDUCTS

-512 LF

s	71.791.23
s	111.48 s	(57.077,76

s	71,791.23
0.00 s	-

s
-512.00 S	S7,077.78)

-512

100% S	71,791.23 s
,aim s	s1.on.1s1 s	-

48010

36"'RCP O\..adRunDccuc:

-4EA

s	12 355.94 s	149.423.761	0.00 s

-4.00 S	1<9423.76

...

100o/, S	149.423.761 S	-

48020

36"Quad MES uc

-176 L.=

s	5 .21 s	r,, 300.95

s

-i76.00 s	(11300. '

-176	100% S  ,,,.300.55  s

48030
<8040
48990

49000

24" Oot.t::le Run Ceduet 24- Ocut:le MES Dcct..:ct
C07 - Dt21n:igc Deducts Subtot.al
I
C07 • DRAINAGE ADDS

•2 EA,

s	J s2.,e s	16924.35)
s	(124,726.84)

0.00 $
s

-2.00 s	{6 924.38
s  (124,726.84)
I
I

-2	100* S	6.924.36) S
100% S  (124,726.84) S

.

49005

Dewaterinn

1 LS	s	30.048.16 s	J0. 6.16

S

0.00 S	.-

0	0'11 s	s

49010

Sil"RCP Quod Run

512 LF  IS	499.42

s	255.703.04

S

S

0	0% s	- IS

49020
49030

so•Qu&1a Run PIP Hea .ir.ills
.:.e- x 96" Box Cutve.."'.!

< EA
222 LF

s	40.550.07  s	162 240.28
s	1.956.21 s	"3-:,278.62

S
S

S
222.00 S	434.278.62

0
222

0'11 s	IS
100% s	434278.62 I s

49040

48" x 9B" Box Cutve:-t Heactwalts

2 EA

s	34.102.5?

s	68 205.12

S

S

0	0'11 S	s

49050
49060

O!is.ire Pres re der Storm Drain Reuse Ca e •3"	Storm Oraln

760 LF
1 LS

s	214.92 s	153 3:39.20
s	14 636.42 s	1453'3.42

S
S

260.00 S	5S.879.20 I	2SO
1.00 S	14.638.◄2	1

3-'"o $	55.879.20 s

.

100'!> S	14. 6.42  s	.

49070

C nac from42	e:2dwaJls !>.ld< to Quad w.i::s

-2 EA

s	12.655.9-< s	125.711.881	0.00 S

•2.00 S	125.711.88

-2	100'/o S	125.711.88 s

49080

35" RC? Quad Run

295 LF

s	111.48 s	32,998.08

S

296.00 S	32.99a.oa

296	100% S	32 998.03 s	.

49090

35-ouadMES

21=.A

s	12.355.94  s	24,711.88

S

2.00 S	24.711.88

2	100% S	24.7''11.88 s

49990
S0000

C07 • D lnaac Add Sut:itoul
C07 • SEWER CHANGES

s  1,160,4.¢3.92	s

ii

S

.

s	536.792.32

S

1.s21.n

4&o/. S	SJ&,1,2.32 I s

I
<7.527.Til s

50020

Add TV":)a-A'"J.i a:,hoS. 10.12

s s

50010

Oedue! Tvoe •A" Matthcle 8-10

-2 SA

s	3.763.66 s	f7.527.72

S	.

-2.00 S	.

-2	100 S

100% S	(4.252.281 s

0
0

0% S
a s

s
s

.

0

C¾ S

s

1 SA

s

s	<309.82

S	-

50040
50050

Add Tv::e "A..N'.a."lnole 14-16
Add T•'!)"' "B" !rt.Jinhele 12..1.c.

1 EA
1 EA

S
S

.
.

S
S

.

50030

Oecuc:: T\r.'!.e '"A" r.,t3rihcle 12-14

-1 EA

s

1.00 S	14-.952.2$

-1

.

.

50060

Deducts·DR 26 s-10 Deeo

-83 LF	s

S	2.112.351	0.00 $	.

-a3.00 S	,2.,12.35)

-83	,ow.. s	".ii2.35 S

50070

Add 8" CR 26 1D-12 O o

139 LF

s	29.42

s	4.059.96

S

S	-

0	O¾ s	s

50080

Add 8" CR 25 12-14 Deco

221 LF

s	:!8.68

s	8.548.28

S

S	-

0	0% S	s

50090

Deduct 8" CR 26 1 16 Deen

080 LF

s	48.12 s	(3.849.60

0.00 $	-

-80.0C s	(3,849.60)

-80	,ow s	13.649.em s

50100

A d B"' OR 25 16--18 Oeeo

BOLF

s	60.04 s	4.803.20

S

S	-

0% S	s

S0990

C07 - Scwrr Cnannes Subtotal

IS	16.488.88	$

s	(18,441,'f!'>I

-112% S	[18,441.95) s

S1000 51010 S1990

C07 • TRAIL ROAD REGRADING
Tr3BR	PMA Re dir.n
C07. Tr.>il Road RMr3de Subtotal

LS 5

.c.,n.4a

s	4.4n.48
$	ol.472.48

0.00 s
s

1.00 s	.C472.-48
s	4,472.-18

1	100% S	.c.4n.,s  s	.
100% s	4,412.,s  s

S2000

C07 • BLOCK ISLAND WATER REVISION

., LS

s	2.997.83

s	2,997.-83)	0.00 S	.

-1.00 S	!'2 9':7.63'

-1	100% S	""997.	s

52010

Connect to Existinc Waterline Oed..:d

LS

s	3.591.69

s	3 591.69

0.00 S	I	0.00 S

0	0% s	s

52020

Conn  to Existlr"I"' W3:erlne Add

•965 LF

s	25.85 s	124 945.251	0.00 S

-965.00 $	(2'- 945.

-965	100'11 S	2ol!.9t5.25) S

52030
52040

B"' DR•18 W tert!ne Deduct 12" OR-18 W.iterlme Ac!d

2090 LF	s

76.5S s	159.9a9.50

S	.

350.00 S	26,792.50

350

17¾ S	26.792.50 s

52050

Gate,Va ,e Oe::uc::

-3 EA

s	2.431.66 s	l7 .29,4.98)	0.00 S	-

3.0C  S 	7.294.98

-3	100'1, S	(7,294.9• s

52050

12"Gate V:lNe Add

4 EA

s	6.357.'9 s	25429.96

S

2.00 S	12,71..t.98

2	SO% S	1?.. 714.98 s

,	.

52070

8"' 1,.25 Bend Dcduc1

·1 EA IS	404.60 s	{404.50)	0.00 S

-1.00 S	{40.¢.

·1	100%1S	(404.SQ s

52080

12"' 11.25 Bend Add

6 EA

s	932.43  s	5 594.58

S	.

2.001 S	1.854.86

2	33½'. S	1.a .ss  s

52090
52100

8"'Tee Deduct 12'"TccAc!d

-1 EA
1 EA

s	603.61 s	(603.61
s	1.487.87 s	1.487.87

S
S

1.00I s	(603.61
,.oo $	1,487.87

·1	100.. S	1603.61 s
100% S	1.497.97 s

521i0

8"Cao0eduet

·2 EA

s	287.75 s	{Si5."-n

S

•2.00 $	S75.50

·2	100\b $	1S7S.50 I S	-

52120

12"C oAdd

1 EA

s	583.69 s	5!!3.69

S

1.00 S	593.69

1	100% S	583.59 I s
.

52,30

12" x 8"Crc:.s Add

1 EA

s	1.474.70 s	1.474.70	0.00 S

1.00 S	1.474.70

1	100% S	1.474.70  s	.

S21'-0

12" 22.5 B<,nd Ad<!

5 EA

s	953.SO s	4.757.50

S	.

2.00 S	1.907.oo I	2	40¼ S	1.907.00 s

52150

Pr&S.Su:e Tes:

1600 LF

s	1.33

s	2 128.00

S

S

0	0% S

s	.-

52160

- -lf..and AsbuUt

1 LS

s	4.723.20 s	4.723.20

a.co s

1.00 S	4.723.20

1	100¾ S	4.723.20 s

52170

Clcarhn an:I Gtubbln"

1 LS

s	5.150.00 s	6.150,0C	0.00 S

1.00 S	5.150.00

1	100% S	s.,so.oo s	-

52180

Cover Wa!cr M:li!'!i E!ioclc 1$1:ir.d P'IC".W

3160 c:Y

s	3.96 s	12.592.BO	0.00 S	.

3180.00 s	12.592.80

3180	100% $	12.592.80 s	.-

52190

Dress Dis rbe::I

5000 SY

s	0.63 s	3.150.00	0.00 S

0.00 s

0	OS. S	s

52200

Seed Dist

5000 SY

s	0.74 s	3.700.00

S

0.00 s

0	0% S	s	-

52990
53000

C07 - Block t bnd W r Revi:$ion Subtotal
C07 • SANDRIDGE ROAD REVISION

s	198.541.12 I	s
I I

s	33,469.83

17% S	.13.469.83 s

52005

Case X Pa!Ch ReP3ir Oed:.icts

-3 EA

s	23 963.,46 s	171.890.39\(	0.00 S

-3.00 S	n1.890.38'

·3	100% s	171.890.35 s	.

53010

Directional Cnl

3 EA

s	2.C,524.13 s	73.an.39	0.00 S

S

a	0% s	s

 

ITEM
NO.	
DESCRIPTION	PLANNED
QUANTITY	
UNIT	UMT
PRICE	COmRACT
AMOUITT	PREVIOUS
QUANTITY	
TOTAL	CURRENT
QUAITTITY	
TOTAL	JOB TO DATE
QUANTITY	%COMP	TOTAL	StoBill
:is.Stored	
53020	12"Ga:e V3lve	1 EA	s	6.960.96	s	6.960.96	0.00 S		0.00 S		C	0%	S	s	
53030	Clco.1na ilndGrubelnc	1 LS	s	49.2CO.OO	s	49.200.0C	0.00 S	0.00 S	0	0%	S	.	s	
530<0	Cress Di tt.l"bed	17 05	SY	s	1.96	s	34,113.80	0.00 S	0,00	S		C	Of/.:.	S	s	
53050	Se:! Cis.turt>e:!	11740	SY	s	(.00	s	"6.950.00	0.00 S	0.00 S	0	0'1(, S	s	
53080	Seed Oisturt,ed	5655	SY	s	0.92	s	5.211.90	0.00 S	0.00 S	C	0%	S	s	..	
53070	Onve-.V3v ?be Re:-no-.:elReplolCC	1 LS	s	32,023.31	s	32.023.31	0.00 S	0.00 S	0	0%	S		
53080	Conmct Cro sin:>Deduct	-1 LS	s	8,978.89	s	(8.978.89	0.00 S	-1.00	S	(8,978.891	-1	100%	S	IB.978.aSl	s		
53090	12" 1NM / 12'° RM/ 10• FM ue!	-100 LF	s	2.16	s	19215.00	0.00 S	-100.00	S	19216.001	-100	700%	S	19.216.001		
53990	C07 - SandridQe Raad Revision Subto1.il				s	158,256.99		s		s	190,085.27)		•S7o/o	S	(90,085.27)	s	
														
					I								
	GRANO TOTAL				$ 14,156,873.45	$  6,91;1,156.19		s	739.426.79		54%	$  7,680,562.98	s	261,211.64	

P:ic17 crn

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Banlc National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of Februmy 1, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 12

Nmne of Payee: KE Law Group, PLLC

Amount Payable: $305.00

Purpose for which paid or incurred (refer also to specific contract if mnount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper chm·ge against the Account referenced in "E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and
the costs set forth in the requisition are reasonable.

The undersigned hereby fu11her certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby futiher ce11ifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such ce1iificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:  Ci >=r\	
c  Responsible Officer

1

Date:	/+\,{,5	l lp	'l 	1...'t._.
The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound worlananlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulato1y Bodies required to approve them.

Consu.t1mg.nngmeer David M. Taylor, P.E.

£  L!W
G  R  O  U  P

KE Law Group, PLLC

INVOICE
Invoice# 3548 Date: 08/08/2022 Due On: 09/07/2022

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-103

2021 Project Construction

Type	Professional	Date	Notes	Quantity	Rate	Total	
Service	JK	07/01/2022	Draft change order to AJ Johns contract for additional scope changes	0.40	$310.00	$124.00	
- -
Service	JK	07/21/2022  Review updated and compiled change	0.20  $310.00	$62.00
order and transmit same
-	-	-	-
Service	MG	07/21/2022  Revise Change Order #7	0.70  $170.00  $119.00
-
Total	$305.00

Detailed Statement of Account

Current Invoice		
Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
3548	09/07/2022	$305.00	$0.00	$305.00	
			Outstanding Balance	
$305.00	
			Total Amount Outstanding	$305.00	

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

Invoke# 3548 - 08/08/2022

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the te1ms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February 1, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such te1m in the Indenture);

Requisition Number: 13

Name of Payee: Dunn & Associates, Inc.

Amount Payable: $410.00

Purpose for which paid or incun-ed (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incmTed by the District;

each disbursement set forth above is a proper charge against the Account referenced in "E" above;

each disbursement set forth above was incun-ed in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby fmiher certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fmiher certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbmsement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:f::\	_N-
Responsible Officer Date:	t:\'-'-:J	1.." ') 7 a 2 '1..
The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such repmi has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbmsement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consulting	 David M. Taylor, P.E.

DA

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 22-562
Invoice Date: 8/26/2022
Due Date: 9/25/2022
Project: 2106-505-CDD
P.O. Number:

	Anabelle Island CDD	 Hours	Rate	Amount
Work description:				
Project work since 7/15/22 includes project discussions, contractor pay				
application review and approval.				

Senior Engineer (P.E.)	
2.25	
170.00	
382.50	
Clerical	0.5	55.00	27.50	

Thank you for your business.	Total	$410.00	
Dunn & Associates, Inc.	Payment/Credit	$0.00	
1-
Vincent J. Dunn, P.E.	Balance Due	$410.00	
President

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 14

Name of Payee: A.J, Johns, Inc

Amount Payable: $227,236.88

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in "E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further ce1tifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further ce1tifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:		))	
Responsible Officer Date: 		'7 1	t.;;;, 'l  'L
The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such repo1t has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consu 1":Ing bngmeer David M. Taylor, P.E.

/4JJ

A. J.	JOHNS, INC.
---CONTRACTOR------------------
3226 ANNISTON ROAD • JACKSONVILLE, FL 32246- 3696 • 804•841-2056

August 26, 2022

Invoice

Invoice No.	21001-19

Anabelle Island Community Development District 475 West Town Place
Suite 114
St. Augustine, Florida 32092

Job:
Anabelle Island

Description:

All construction necessary to perform site improvements per our contract dated: January 12, 2021

Current Contract Amount	$	14,156,873.45

Value of work complete thru	August 31, 2022
per the attached Schedule of Values	$	8,180,991.34

Less Retalnage -	5%	$	409,049.57	

Less Previous Invoices	$	7,544,704.89	
TOTAL AMOUNT DUE THIS INVOICE	$	227,236.88	

Payment Due Net Thirty		

CONDITIONAL WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT

The undersigned lienor, in consideration of the sum of$	2 2 7, 2JI- ,, B£3  hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through August 31, 2022 on the job of Annabelle Island Community Development District  on the
following property:

Annabelle Island Phase lA Clay County, Florida

This waiver and release does not cover any earned but unpaid retainage nor any amounts due for labor, services, or materials furnished on the job after the date specified.

Dated this   26th  day of    August, 2022

Company: A. J. Johns, Inc.
3225 Anniston Road
Jacksonville, Florida 32246

State of Florida County of Duval

The foregoing instrument was acknowledged before me by means of (hl physical presence or
			online notarization, this	• 26th	day of	August , 2022, by Charles B. Laughlin, the Vice President of A. J. Johns, Inc. He is personally known to me 00 or has produced
	 as identification.

Not
State of Florida

,( f ,ti:.··,/ Con'.111iosionnGG299913

_.-;·;ii•. • i•·,. JANET S.LEWIS

My Comm1ss1on expires: '•· '.i'.::fl:f'' OonJ01llhrolroyFal11lnsu1onco800·385-7019

.  .

.	•..,. -,..,,Exp1res/lpril 3,2023

APPLICATION  AND  CERTIFICATE  FOR  PAYMENl	A1At:>O(!l()1(E"47(j702 (l=ucriononn:vcrs::sidc) PAGE l OF  2	PAGES
TO (O\NNER):	PROJECT:	APPLICATION NO:	21001-19	Dis1ribution to:	
Anabelle Island Community Developmem Dis1rict 475 WestTO\•m Place	Anabelle Island	
PERIOD TO:	
8-31-2022	OWNER	
Suite114			ARCHITECT	
St Augustine, Florida 32092

FROM (CONTRACTOR):	

(ARCHITECT):	

ARCHITECTS	CONTRACTOR
AIR	
A. J. Johns, Inc.	NorthFlorida Engineering Services, Inc			
3225 Annis1on Road	3530 Agricultural Center Drive. Suite 200	PROJECT NO:		
Jacksoll'Jille,Florida 32246	St Augustine, FL 32092			
CONTRACT FOR: S e Improvements		CONTRACT DATE:	1-12-2021	

CONTRACTOR'S APPLICATION FOR PAYMENl

Application.is m:sde for P3}'f':"ent. as shov:n below, rn connection with the Contrac-.. Continuation Sheet. AIA Document G703,is attached

CHANGE ORDER SUMMARY	
Change Orders approved In previous months by O.•mer
TOTAL	ADDITIONS

$6,859,060.45	DEDUCTIONS

($1,624.642.04)	
Approved this Month	

$1,413,482.15		
Number	Date Approved			
21001-COR07	7/18/2022			
TOTALS	S1,413,482	$0.00	
Net change by Change Orders	$6,647,900.56	

ORIGINAL CONTRACT SUM.	S7.508,972.89
Net change by Change Orders.........................................................-.. -.-.-$6-,64 7. 90-0-.56-
CONTRACT SUM TO DATE (Line1 ± 2)....................................................--$-14, 156-,87-3.4-5
4T.OTAL COMPLETED & STORED TO DATE.... ·-···...- ........................._	$8,180.991.34
(ColumnG on G703) Less Owner Purchases	----'-- --

5R.ETAINAGE:
S%Comple1ed\M:rt
(CclUmn C+E on G7a3)
5% cf StoredMate
(Cch.lmft Fon G703) TotAIRtt41n.awe(L,no5."1•5bc,

394.224.11

  14,825.46 

The unders,gned Comractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Paymem has been

Tot>llnColu:mlolG703---------------------=409 .04 9:,:.5i:.'.._I
6.TOTAL EARNED LESS RETAINAGE	S7,771,941.77
(Line 4 less Line 5 Total)	--------
7L.ESS PREVIOUS CERTIACATES FOR

completed in accordance with the Contract Documents. that all amounts have been

PAYMENT (Line 6 from prior Certificate)... -		

S7,544.704.89

paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the O.vner, and that currem paymenl shown herein is now due.

8/26/2022

8. CURRENT PAYMENT DUE............................................................-............	227.236.88
9. BALANCE TO FINISH, PLUS RETAINAGE..............................................-.-.-S-S-,3-84"".-93-1"".s-s-

(Line 3 less Line 6}

State ot	Florida	County ot	Duval
Subsc•	to	is 26th da of 
Notary Pu	, JANET s.-t.EWIS
My comm	:	'·	. ,

In accordance, h the Contract Documents. basedon on-site observations and the data comprising the above application, the Archi1ect certifies to the Ovmer that to the best of the Architect's knov.1edge, information 2nd belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is e ledtopayment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED..................

(Attach explanation if amount cert ARCHITECT:

B:
This Certificate is

$ 227,236.88

	Date:  9/6/2022	
NT CERTIFIED is payable only to the

Contractor namedherein. Issuance, payment and acceptance of payment are without preiudice to any rights of the Owner or Contractor under this Contract.

CONTINUATION SHEET	AIA DOCUMENT G703	Pa  2of2

AJA Docunmrt C.102, APPI..ICA.TJCN AND CERTIFICATE roR PAYMENT, Con.:ainil'll,I
CQl'Tlr:ado s oigned Co,,tific:a:lm, Is attached,
111 iabr.ilZliOl'l!I be-low, amounts are stmed lolhe n.eal'UI d:illar.
e Column 1 on Conlr.lds -r?c wriable- n,lall\llile fol llni,l1ems may apply.

APPLICATION NUMBER: 21001-19 APPLICATION DATE.: Bf2612022 PERIOD TO: 8/3112022
ARCHITECTS PROJECT NO:

A
/T",,M
NO.	B
C!ESCRJPT/ON OF WORK	C SCHEOULEO VALU:	D	e
WDRK COMPLETED	F
MATERIALS PRESi:NT!.Y STORE!! (NOTIN	0
ORE)	G	H
B.<U.NCE
TO FIN!SH	(C-G)	/
n"l'.U.Y;l.1%	
					TOTAL
COMPLETm AND STORED TO OA.7E (O•E•F)	•
(=>			
			FROM PREVIOUS APPUCA710N (D•E)	r,;1sPERIOD						

05105.07

05110.09
05105.26
05105.45

05130.09
05335.29
05340.09
05325.29
05330.39
05345.29
05350.39
05145.29

05810.79
05815.09
05820.19
05825.09
10990
11990

12990
13990
14990

15990
16990
17990

18990
19990
20990
21990

229$0

231!90

24990	

General Conditions Subtotal Clearing Sublolal
Erosion Control Subtotal Earthwork Subtotal
Import i Export FiD Subtotal
Force main SUbtota! Lift Station Subtotal
Sanitary Sewer Subtotal Water Main Subtotal Reuse Main Subtotal Storm Drain Subtotal Onsite Roadway Subtotal Offsite Roadway Subtotal Offsite Water Subtotal Offsite Se,.,,er Subtotal Qffsite Reuse Subtotal
C01 • Acldl Clearing for Added Lots In Phase 18 Subt0tal C01 • AnabeUe Island Addi Clearing & Wetlands Subtotal CO2- Change Reuse Main from PVC to DIP Subtotal CD3- Sandridge Offslle • Earthwork subtotal
C03- Sandridge Offslte - Force Main SUbtotal C03- Sandridge Offslle - Water Main Subtotal
C03- Sandridge Offsile- Water Reuse System Subtotal COS. Sanaridge Offslte - Sandridge Roadway Deduct Subtotal C03.Sandridge OffSite - Sandridge Roadway Add Subtotal
C03.Sandridge Offslte - Material and Freight Markel Add Subtotal C03 • RusseD Road Offsite Drainage Subtotal
C03 - Block Island Earthwork SUbtota!
COS. Bleck. Island Force Main Deduct Subtotal COS- Block Island Wat.er System Subtotal
C03- Block !slandWater Reuse System Subtotal	

$	162,038.78
$	132.192.00
'	214,820.61
$	374,596.56
s	2.,229,374..59
$	277,020.91
s	281,508,03
328,043.92:
364,273.22
s	356,457.67
$	981,457.12
$	878.598,15
s	£84,368.59
$	77,107.95
s	88,376.84
s	78,737,95
'	153,4<1.60
s	1,115,349.30
s	45,732.00
s	8,827.28
$	14,109.23
$	18,238.53
$	22,232.11
$	(120,727.69)
$	38,459.10
s	52,010.31
s	26,S37.36
$	184,148.97

$	{46,221.03)
(11,644.22)
(11,493.84)	

$	126,871.29
s	132,192.00
s	114,751.37
s	344,356..22
s	2,229,374.59
s	226,996.39

$	317,1:35.84
$	321,855.35
s	320,910.82
s	747,4S2.33
$	125,464.65
s	187,332.32
s	3,239.00
7,907.-'2
s	3,249.00
s	153.441.60
$	1,115,.349.30
$	45,732,00	'	2,768.55
s	.
s	1,465.65
$	.
$	.
s	.
$	.
$	.
$	1,122.28
s	.
$	9,527.54
$	49,825.96
s	.

$	.
$	.
s	.
s	.
$	.
.	$	.
$	.
$	.
$	.
$	.
$	8,042.60

$
s	.
s	.
s	8,947.10
s	29,102.52
$	.
349,80
$	33,320.45
$	45,580.43
18,885.36
.
$	.
$	.
$	.
s	.
$	.
s	.
s	.
s	.
s	.
$	.
$	.
$	.
$	.
$	19,410.30	

S129,639.64
$132,192.00
S116,217.02
$344,356.22
$2,229,374.59
$235,038.99

S0.00
$317,135.84
$322,977.63
$329,867.92
S786,112.39 S175.290.61 S187,682,12
$36,559.45
$53,487.85

S22,1J4.36
$153,441.60
$1,115,349.30
$45,732.00 ($9,042.82)
S0.00 S0.00 SO.OD
(S120,n7.69)
$11,029.16
$52,010.31 ($8.409.78)
S142,747.92
($46,221.03)

($11,644.22)

($29,744.49)	

80.0%

100.0%
54.1%
91,9%
100.0%
84.8%

0.0%
96.7%
88.7%
92.5%
80.1%
20.0%
27.4%
47.4%
60.5%

28.1%
100.0%
100.0%
100.0%
•t02.4% 0.0%
0.0%
0.0%,
0.0%

28.7%
100.0%
-31,7%
77.5%

0.0%
0.0%

0.0%	

$32,398.94

$0,00

$98,603.59
$30,240.34

SO.OD
$41,981.92

S281,50B.03
$10,908.08
$41,295.59
$26,599.75
$195,344.73
$703,307.54

$495,686.47
$40,54-8.50
$34,888.99
$56,603.59

$0.00
SO.OD
$0.00
S17,870.10

$14,109.23
S18,238.53 522,232.11
SO.OD S27,429.94
30.00
S34,947.1.! S41A01.05
SO.DO

$0.00

S18,250.65	

S6,48i.99 56,609.60
$5,610.85
$17,217.61
$111,466.73
$11,751.95
S0.00 S15,856.79 S16,14B.8S S16,492.9D
$39,305.62
$8,754.53
$9,384.11
S1,827.97
$2,674.39
S1,106.72 S7,672.0B
$55,767.47

52.286.60 (S452.14)
$0.00

SO.DO

$0.00 ($6,036.38)
$551.46
S2,600.52
{5420.49)
$7,137,40 (S2,311.05)
{5582.21)
(S1.467.22)	
			$	(9,042.82) S
.	$	.
$	.	s	.
$	.	$	.
$	(120,727.69) •	.
s	11,029.16 $	.
s	52,010.31  •	.
$	{8,409.78) '	.
$	142,747.92 '	.
$	(46,221.03) $	.
s	(11,644.22) $	.
s	(49,154.79) $	.						

37990 C04- Phase 1B- Erosion Control Subtotal	s	152.147.66 •	16,605.61	s	3,863.16	
38990 C04 - Phase 1B - EarttrMlrk Subtotal	s	1,969,936.96 s	1,618.574.56	s	14,001.48	

25990 C03 - B!ot:k Island Drainage Subtotal	s	(7,518.91) s	(7,518.91) s	.	s	.	($7,518.91)	0.0%	SO.DO	($375.95)	
26990 CO3 - Bloek Island Block Island - Material Marlcet Increase Subtotal  s   41,649.32 s	.  s
27990 C03 Phase 1A- Earttoo:irk Subtotal	5	25,sn.oo s	25,572.00  $
28990 C03 Phase 1A- sanitary Sewer Subtotal	s	(9,458.19) s	(9,458.19) $
29990 C03 Phase 1A- Force Main Subtotal	s	53.372.41 s	30,480.i1  s
30990 C03 Phase 1A - Water System Subtotal	s  36,559.07 s  33,403.59 s 31990 C03 Phase 1A-Water Reuse System subtotal	 s  31,875.12 s  29,011.70 s 32990 C03 Phase 1A-Storm Drainage Sut:tctal	 s    52,760.99 s   52,760.99 s
33990 Onsile Roadway Subtclal	s    12.550.55 s	.  s
349S0 C03 Phase 1A - Matertal and Mar'1:et Increase Subtotal	s   430.950.56 s   394,132.14  s
35990 C03 - Pond 17 and lnfrastruc:ture subtotal	s	58,786.21 •	18,518.00  s
36990 C04- Phase 1B- General Condition Subtotal	s	82.004.00 •	42,850.58 s

399S0 C04- Phase 1B - Sanitary S=r  SUbtolal	s   803,318.63 $	18.482..92

41990 C04 - Phase 1B - Water System Subtotal	 s	 207.333.93 s		37,805.57 42990 C04- Phase 1B-Wmer Reuse System Subtotal	s	 201,793.92 s			. 43990 C04 - Phase 18 - Storm Drainage Subtotal	 s	648.072.56 s	106,504.00
44990 C04- Phase 1B- Onsite Roadways Subtotal	s   422,600.81 s	.
45990 COS- Deduction for Import Fill Material Subtotal	s (523,936.68) s (523,936.68) s 46990 COS- Deduction for Unsuitable Haul Off/lmpon Subtotal	 s (1,100,705.36) s (1,100,705.36) $ 47990 C06- Fence Change Order Subtotal	 s    71,791.23 s   71,791.23 $	13,704.90
.
.
.
.
.
.
1,754.50
5,676.58
.
10,064.57

.
.
.
.	s	.	513,704.90
s	.	S25,572.00
s	.	($9,458.19)
s	.	S30,480.11
s	.	$33,403.59
$	.	S29,011.70
s	.	$52,760.99
.	$1,754.50
$	.	S399,soa.n
s	.	$18,518.00
s	.	$52,915.15
'	.	S20,468.n
s	.	S1,632,576.04

'	.	(S523,936.68}
s	.	(S1,100,705.36
s	.	$71,791.23	32.9%
100. ,{,
0.0%
57.1%
91.4%
91.0%
100.0%
14.0%
92.8%
31.5%
64.5"/4
13.5%
82.9%

0.0%
)	0.0%
100.0%	$27,944.42
so.co
so.co
$22,892.30
$3,155.48
$2,863.42
$0,00
S10,796.15 S31,1.41.94
$40,268.21
S29,DB8.85 S131,678.S9 5337,360.92

S0.00 SO.DO S0.00	S685.25 51,278.60 ($472.91} S1,524.01
$1,670.18
$1,450.59
S2,63B.05
se7.73
$19.990.44
$925.90
S2.645.76 S1,023.44 S8'!,628.SO

(526,196.83) (S55,03527) S3,589.56	
48990 C07 - Drainage Deducts Subtotal	s	(124.726.64} s	(124,726.84) s			}	0.0%	$0.00	(:SS,236.34	
49990 C07 - Drainage Adds Subtotal	s	1,160.448.92 s	536,792.32 s	90,124.08		54.0%	$533,532.52		

						
						
40990 C04- Phase 1B- Force Main Subtotal	s   83,962.21 •    .
50990 C07 - Sewer Changes Subtotal	s   16,488.88 s   (18,441.95) s	.
51990 C07 - Trail Road Regrade Subtotal	$		4,472.48 s 4.472.48 s	. 5299D C07 - Block Island Water Re11lsion SubtOtal	$	198,5-41.72 • 33,,169.63 s	 . 53990 C07 - Sandridge Road Revision Subtotal	 s   158,256.99  s   (90.08527) s	 .
TOTALS	$14,156,873.45	$7,680,582.98	$203,899.25	.	(S124,726.84
s	.	5626,916.40
.	($18,441.95)
$	.	S4.472.48
.	$33,469.83
s	.	($90,085.27
$296,509.11	$8,180,991.34	-111.8%
100.0%
16.9%
)	-56.9%

57.8%	S34.9JO.B3
SO.OD
$165,071.89
$248.342.26

$5,975,882.11	S31,345.82
{S922,10 5223.62 S1.673.49 ($4.50426)
$409,049.57	

s	.
s	.
$	.	s
s
s	55,370.10
13,599.80
.	S73,853.02 S13,599.80
SJ.7,805.57	9.2%
16.2%
18.2%	sns.4ss.a1 570,362.41
$169,528.36	S3,692.65
$679.99
S1,.890.28	
$	.	s	63,900.65	S63,900.65	31.7%	$137,893.27	$3,195.03	
$	.	s	.	S106,504.00	16.4%	5541.568.56	S5,325.20	
$	.	s	.	SO.DO	0,0%	$422,600.81	S0.00	

)

)

Anilbe.h lsbnd

81112022	Tri!=iOUGH	8/3112022
ITEM	PLANNED	U\IT	CONTRACT	PREVIOUS	CURRENT	JOBTOOATE	S to BiU

s	77.757.81 s	77 757.81

85% S	65.094.14

s	-

O.OJ S
S
0.10 S	2.7€8.55

1
0.115
0.65

100o/, S	5 545.73 s
115% S	28.430.<6 s	-
65% s	17,995.58 s

NO.	DESCRIPTION	QUANTITY	UNIT	PRICE	ALIOUNT	QUANTITY	TOTAL	QUAl>.'Tl'TY	TOTAL	QUANTITY	,-.co1..'P	TOTAL	u Stored 

05105.00 GENERAL CONOITlONS
05105.01 Ger.er.al Condition,

1 LS

0.85 S

09414

S

0.115

05105.06 Gectecnnal Te$tlno & O'OSHVDUon

05105.02 Mo tion
05105.03 Gec:.echnlc:il Testinn & Ob:ervatlon
05105.04 Gene,r21Ccnditions

1 LS
1 LS
t LS

s	5.545.73
s	33 4'7.60
s	27,685.51

05105.05 Mobi&ation

1 LS

05105.07 r:al Conchtions Subtotal

05110.00 CLEARING
05110.01 CJeiJri\O& Grubbllla

1 LS

31 AC

s  ,2.056.40

s	3.828,00

162.031.71

s	12 056. 0

s	120528.00

S

s	5 545.73
s	33447.60
s	27.6115.51

S
0.55 S
0.55 S

s	S 545.73 s	5 S<S.73

TOO% S	5,545.73 s	-

0.50 S

1

s  126

31.0'J S	120.528.00

s	2.764.55

0.00 $

S

o.co s	-

80% S	129,639.a.c. s

1

0.5

5tl'Ki S	6.0215.20

s	-

31  ,00% S  12052!.00 s	-

0S110.02 C!earino & Gn.tbbi:ne

J AC

s	3,888.00

s	11 664.00

3.00 S	11,66,,:.00

S	.

3	100% S	11 664.00 s	-

05110.09 CINnno SubtoUI

0510S.10 EROSION CONTROL
05105.11  C.OnstNctionEnlnllnce

t EA 129!13 LF

s	132.192.00
s	3,319.'3  s	3.319.43
s	0.90 s	11.	70

s	132.192.00

1.00 S	3.319.43
12983.00 .S	11.684.70

s

S	.
S	.

1
129!13

100% S	132.192.DO  s	 -

.

100% S	3.319..C.3 s	.
,00% S	1168-4.70 s

36 EA

s	102.00 s	3.672.00

36.00 S	3 672.00

S	.

35	10Do/ S	3 672.00 s	.

rr

12 EA

s	3.!7.00 s	◄,64(.00

12.00 S	4,644.00

S

12	100% S	4 544.00 s

05  .

ti.Itch - Lets ROW & Common Area

20AC

s	2,567.08 s	51.341.60
$	2.94 s	3.866.TO

S
S

0,00 S	.
0.00 $	.

0	0% s	-  s	-

.

0	0% $	s

s	2.94 s	25.095.8-1
s	2.94 s	42.433.02

8536.00 S	25.0SS.a<
12000.00 S	35 2!0.00

0.00 $

0.05 S	1.360.00

S

.

S
S
S

.
.

S

.

S

8536
12000

100-h S	25,095.8< s

90'- S	24,479.

83% S	35.280.00 s	.

O.S5 $	23.119.9(

s

S

.

0.D0 $
S
S

0.115 S	1,796,03

s	2.82 s	, ,,o.oo

•

1 LS

$	27.199.93

$	27.199.93

1 EA

s	3.319.43

s	3,319.43

05105.22 tniel Pro1cetron

6 EA

s	1.065.00 s	6.3&0..00

05105.23 Seed & Mt.1d:- ROW
05105.24 ts• Sod SlriDAlone S.ci<of Curt>
05105.25 Common a  Sod - Per Exhibit 'A'

s
s	2.94
s	2.94

s	1-' 0.60
s	25 ,eo.ea

05105.26 T e Pro e,:-jon tnsUlbtlon

s	Z.82 s	1."10.0,

05105.27 ErosionCcntrol Malnt nantr

s	2 112.99

s

,212.ss

05105.28 Eroston Control$utrtc,al

05105.30 EARTI-M'ORK

I
35763

s	214,120.61

•

500.00 S	i -'10.00

,.oo $	3,319.."'3

.

500.00 S	1.410.00

$	114,751.37

S	.

S

500

0.9

0
0
0

100,-.. S	1.410.00 s	.

1

0

0% S

s

O½ S
()'I, s
ov. s

500

100o/, S	1.410.00

s

0.05 S	105.155	OJ>

54% S	116,217.02

s

100% S	3,319.43 s	.

s s s

s	1.901.68 s	.

soa n:,n-s:rut

05105.31 ToosoU. Cu1& Fill-Place in rearvards and o

CY
,57,n

s	3.32 s	122 on.oe

36769.00 S	122.073.08

S	.

35769

100¥. S	122.0T3.08 s	.

s	1..<&5.'5 I

.

05105.32 On  Suitable Cut & F.O

CY	s	0.61 s	27.902.0t

45741.00 S	27.902.01

S

,5741

100% S	27.902.01 s	.

05105.33 On i" Suitable Cut & F • Pond Excavation

21228 CV  s	3.50 s	74.29!1.00

21228.00 S	7<.298.00

0.00 $	.

21228

100% S	74.298.00 s	.

nSoau•

72816 SY
13533 SY

s	0.76
s	0.76

s	55 3-40.16
s	10 289.64

72816.00 S	5S 3-40.16
1353!1.00 S	10.289.64

S

-

o.co s	.

72816
13539

100% S	55.3<0.16 s
100% S	10.289.64 s

ck of Curt> o 0.5' Sack of CUrt>)

12563 SY

s	0.42

s	5,.2i6.,6

12563.00 S	5276..CS

S	.

125631	00% S	5.276.◄6 s

ow line10 o.s· Back of Curl:il

15190 SY

s	0.98 s

7800.00 S	7..US.00

S	.

7600

50% S	7 4'B.OO s

05	1 LS

s	19 526.00 s

12.0,_79

1.00 S	,e.626.oo

S	.

1	100% S	19.626.00 s	.

5	1 LS
05	3514 CY

s	12,573.79 s
5	2.22 s

7.Jun.,08

1.00 S	12.573.79
351,.00 S	7.801..0S

S

.

S	.

1
3s1,

100'>, S	12.5T3.79 s	.
100% S	1.so1.oe s

I	OCY  s	s

S

0,00 S	.

0	0% S	s	.

05105.42 Ftne-Gr.idino- Rc::2d o.s-Back of Curt> to o.s· ck ot Curo

7133 SY

s	0,74 s	5.2i8.42

S

S

0	O'>, S	s	.

05105.43 Fine Gr.adina - Shoukters IROW Line to o.s·8ac:ic ct Curt,
-05105.44 tGradir.a inmut & Asbtill!s

6327 SY
t LS

s	2.36
s	-4.320.00

s	14.931.72
s	,.320.00

S
0.40 s	1.72.8.00

0,00 S
S

0	0% S	.	s	.

.

o.	40% $	1.728.00 s

DS105.45 JEanhw0f1cSubtotal
I
05130.00 IMPORT/ EXPORT FILL

s	374,596.56

JM.3S&.22	s

92% S	3".l56.22  s

05130.01 lmoon Fm- Site-931"nee

144343 CY

s	10.71 s  1 5t!,753.53

145343.00 S  1.5U,i'53.53

S

148343

100% S  1.588 753.53 s

05130.02 I  rt Fifi. Suitdino Pads

2936.6 CY

s	10.76 s	315 97!.16

29366.00 S	315 978.15

S

29356

100% S	315 978..16 s

05130.0J

rt Unsuitables

5516 CY

s	25.03

s	146184.◄8

5616.CO S	14618-4.48

S

5515

100".4 S	146.184.,e. s

05130.04 lmoort Fill • Sito 8:,13nce
05130.05 .=vnnn Unsi.:i1Ibles

13D78 CY
590 CY

s	lt.3-4 s	158,510.52
s	28.91 s	19,947.90

13978.tlO $	158 510.52
690,00 S	19,9'7.90

S

.

S

13978
690

100--A S	158,5t0.52  s
100% S	19.947.90 s

05130.0, lmPort f ExoortFdl Subtobl D5335.00 FORCE MAIN

s 2.229,374.59

s  2.2211,l7U9 I

s	I 	  100% S 2.229.374.$9

s 	.

05335.01 CoMtd lo ExForc.e Mah'\

1LS

s	2 722.50 s	2 722.50

S	-

S	-

0	0'".4 s	$	.

05335.02 10" DR-18 PVC Force Main

2612 LF

5	2S.17 s	6574'.Q.;

2405.00 S	60 533.85

S

240S	92% S	60.533.f!S s	8.042.60

05335,03 8'" Df:t.16 PVC Foiu: Main
05335.04 10"Gate Valve

1062 LF
3 EA

s	19.1-4 s	20,326.68
s	4 527.66 s	13,582.98

1062.D0 S	20326.66
3.00 S	13.582.98

S	-
S

1052
3

100o/• S	2""?1.:,66 s
100% S	1	.9e s	.

05335.05 S" Gate Valve

2 EA

s	-423.9!

s	4,847.96

2.DO S	-'.647.96

D.00 S

2	100% S	i.96 s

05335.06 10• 45• Bend

EA

s	757.42

s	757.42

1.00 S	757."2

S

-	1	100% S	757.<2 s 	.

PactSof tr

ITEM
NO.

DESCRIPTION

PLANNED
QUAIIITTTY

UMT

UNIT PRICE

CONTRACT AI.IOUl!T

PREVIOUS
QUANTITY	TOTAL

CURRE!•T
QUANTITY	TOTAL .

JOB TO DATE

;i

QUANTITY	%COMP	TOTAL

S to Bill
as Sta d

05335.07 10" 22.s· Be-nd

EA

s	755.14 s

2.00 s	1.512.28

o.oo s	.

2	iOt%1S	1 512.28 s

05335.09 8"90•B l'fd

1 EA

s	567.66 s

1.00 s	557,66

S

05335.10 1e· 22.s- Bend

5 EA

5.00 s	2,665.00

0.00 $

05335.0S 10" 11.25• Bene

23 EA

s	755.13 s	1

23.00 s	17,390.99

S

23	100% S	17.390.99 s

1

11:m,·. S	557.66 s

5

100% S

s

05335.11 e-11..2s·Se-no::

053l5.12 10•Tee
05335.13 10" x e· Reducer

1 EA 'EA

s	533.00 s

s	521.4'

s

s	t.019.36 s
s	652.13 $	3

1.0D S	1.0tP.36

7 EA

7.03 s	3 650.0S

1.00 S	652..13

S

S

.

0,00 S

1	100% S

7

100% S

S	.

1	100% S

s	.

s

3

13 s	.

05335.14 TeS1ir.a

36741.F

s	1.29 s	46

S

S

0	0% $	s	.

05335.15 Force- Ml!n	ut& Asbuilts

1 LS

s	8.611.29 $	?9

0.55 S	5.597.3<

{l.00 S

0.55	55¾ S	5,597.3-4 s	.

05335.16 Con Ctos.sin

LS

s	47.671.63 $	47 671.63

1.00 S	47 671..63

S

1	100% S	47,671.63 s

05335.17 /4Jr Release Vatve

3 EA

s	11.--445.14 $	34.335.◄2

S

S

0	0% s	.	s	.

11

s	2.01<.04 s	6.0<2.12

05335.18 Connect to Ex ForuMain

1 LS

s	2.87".01 s	2,874.01

1.00 S	2 e1•.01

S	.

1	100'r S	2,874.01 s	.

1

05335.20 S"GateValve

3 EA

3.00 S	6,042.12

C,u  •
V•tve

1 EA
1 EA
1 EA
1 EA
1010 LF

s	707.62 s	707.62
s	4J9.26  s	439.26
s	3.<54.03 s	3.•54.03
s	8.387.50 s	6.337.50
s	1.41 s	1424.10

,.oo s	707.62
1.00 S	439.25
C0 S	3.<54.03
1.00 S	8.387.50
1010.00 S	1 424.10

.

05335.19 fl" QR..18 PVCFD Lbin

1010 LF

s	18.79 s	t8.9TT.90

1010.00 S	18,977.ilD

S

1010	100% S	18 9TT.90 s	.

Mafn	& A.sbutfts
m11m SubtoUI

1 LS

I

100'4 S	439.26 s	.

.

100'½ S	6.042.12

s

1
1'
1
11)10

100o/, s	707,52 s	..
100% S	3.<54.03 s
100'½ S	!,387.50 s
100% S	1 424.10 s

$	3.91<.-19

$	3,914.49
s	277.020..91

1

053'0.00 UFTSTATION
053<0.01 Pumo Station in::tu:aa aurelated ite w.irk. c:on.cre-te,. wet wel. el	1 LS  s

2.Bl,508.03 s

281,508.03

1.00 S	3--914.<9 I	0.00 S
s	226."'.39	s

S	.

S
0.00 $
S
S
C.00 S

S

100o/> $	3,914.<9 s
12% $	22&,996.39 s	1.042.&0

0	Co/, s	.	s

05340.09 Utt S=i:tion Subtoal

D5325.D0 SANITARY SEWER

s	211,501.03	s

s	I	D% $	s
I

05325.Dt e•SDR-26 PVC -016

360 1.F

s	19.13 s	6,886.BO

l60.0D $	6.886.l!ID

S

300

100¾ S	6,826.80 s

OS325.02 e•SOR-25 PVC• 6/8

05325.03 8*SDR·26 PVC-8110

1

8781.F

$	20.00 s	17,560.00

S.78.CO S	7 560.00

S

878	100'o/> S	17,560.CO s

.

•

<61 LF

$	21.13

s	9 740.93

461.DO S	9 7.f0.93

S

461

s• SDR•26 PVC.12/14

100% S	11. .80 s

s

s

Co/, s	.

s	.

05325.04 s• SOR-26 P\.'C-10r.2

1218 LF

s	2◄.20 s	29 <75.60

1218.00 $	29.;75.50

S

1215	100% $	29 475.60 s	.

.

100'½ $	9,740.93 s

«a.DO S	11,804.80

e•SCR-25 PVC-18/20

S

05325.14

Dia. SS M:mhote-14116

g•SCR-26 PVC - 1,116

B"Ca:,

9 4' 04..SSManhole- o:s
0 4' Di:!. SS MAnholc • 518
4' Ota.SS Man.hole- !/10

0532.5.1

4• Oi:a.ss M nhole.. 10112

05325.12. 4' Di:a.. SS MAnhOlc-12/1,

....I.F

1 EA

466 LF

0 I.F

EA

$	37..79 s	17610.1.;

s s s

,.1

s s
$

s	◄,508.◄9 s	18,033.96

466.00 S	17610..14

1 EA
EA 2 EA

S

S
4.00 $
2.00 S

\131<.22

4.00 S	iB.D33.96

S

s	26.35 s	11 80◄.80

.

0,00 S-

.

S
S
S

.

S	.

S

466	100¾ $	17.610.14 s

•

s	314.22 s

1

'
2

100¾ S
100"1, $
1	s

0

100¾ S	31<.22 $

100¾ $

2.992.24 $
s
s

.

05325.1S	SanlaN SewerServic.c

s	3 965.11 s	15B60.U I	4,00 $	15

s	7 313.53 s	21 940.59

78,00 S	52,327.08

05325.16
05325.17 Sanltarv Sewer UV01.11& A.sbuihs 05325.18 Trenc..,Safetv
05325.1& De•,v.,terina

78 EA

4 EA

3 EA

3830 LF
1 LS
1 LS
1 LS

s	<.64 s   ,1n,.20

•

s	670.86 s	52.327.08

s  11-321.00 s  11 321.00 s   5.-'S<.42 s   S.;$4.42 s   58.30<.62 s   58.304.62

3830.00 S	17 771.20
o.eo s	9.056.80
1.00 S	S,454.,2
1.00 $	58 304,62

S	.

I	4'8

S

s

S	I	4

100% $

s

3.00 S	21,940.59

S

3	100% S

21.940.59 s

S

S	.
S	.
S	.

3830	100o/. $	17 771.20 s	.

'

78

100¾ $

52.327.08 s

0.8	80% s	9,056.80 $
100¾ S	5,45'.,2 s
1	100% S	58 304.62 s

05325.20 TOD Adiu.snent 05325.29 SanJarv Sewer Sut,taail

05330.00 WATER MAJN

16 EA

s	617.42 s	11113.55
s	328.0 92

4.CO S	2,469.58
s	317,135.84

S
S

.

S

J&75.00 S	119,658.00
167.CiO S	2,636.93

s	. I

4	22% $	2.459.6& s

.

97% S	317.135.84 IS 	

2 12"DR-18 War.trfine 03 s• OR..18 Watefiine

s	32.56 s	126 170.00
s	15.79 s	2 636.93

3875	9511, S	113 558.00 s	.
167	100% S	2.636.93 s	-

◄-orM8 Watt-r1in!

5 2" SCH 80 PVC W1ter1ine

145 LF

1105330.01 ConnKt toExWate-11ine

1 LS

3875 LF
167 LF

275 LF

s	2 795.59 $	2 795.6St

s	10.55 s	2 901.25

S

S	.

0.(X) S

0	0% s	.  s

275	100% S

s	.

1

.

.

145.00 S	1 364.<5

S

1'5

100¾ S

-901.25

1.00 S	,4 814.67
14.00 S	7.502.<6

100o/. $
100'½ S	7

s	525.62 s	8 <09.92
s	76.S! s	76.58

16
1

1 1Tlu

s	796.55 $	1593.10

2.00 $	1,593.10

,2	1003/. $	1,593.10

s	.

s	370.27 s	37027

,

100% S	370.2.7 s	.

05330.06 12"'GateV

6 EA

s	5171.59 s	3102.9

6.00 $	31,029.541

S

6	100o/. S	31	s	.

2EA

5

05330.07 6" G.:,;teValve
12" 22.5" Bend

12" 11.25• Bend 2"45• Bend

2 1Tx6·Reducer

:533017 T Fl sl'I.	ra:

ces-snort

•

s

,1.

s
s

3 6·x-4"R uce-r

,

100% S	20<.20 s	.

4 ,rx2'" Reduee:r
5 12"' C-ab
6 Fil'!!+rdrant As:se includes -n:Jve, :ee, & lead

,
6

.

0	0% s	.

s	.

s •lone:

1 EA
1' EA

16 EA
1 EA

1 EA

1 EA

1 EA
1 EA
6 EA

1 EA

4' EA

J6 EA

s	204.20

s	204.20

s	1 577.7<

s	1 577.7•

s	9.41 s	t 354.(5

s	<4 81-4.67 s	<4 B14.67
$	535.89 $	7 502.<S

s	1◄.0.78 s	1-40.78
s	370.27 $	370.27
s	5,389.8-' s	32 339.04

s	501.76 s	22 077.44

s	657.06 s	23 654.1!

16.00 S	e◄09.92
1.00 $	76.se

1.00 S	370.27

1.00 S	204.20

1.00 S	140.78
1.00 S	370.27
6.00 S	32.:!39.0◄

S

44.00 $	22.077.A◄

36.00 S	2U54..16

C.00 S
C.00 S

S
S

S

S

S

S
a.co s
S

S

S

S

.

100¾ $	8.409.92 s	.
1()0% $	76.58 s

I

,ems s	140.78 s
100% S	370.27 s
100¾ S	32,339.04 s

36	100',!, S	23 554.16 s	.

44	100'½ S	22.0TT.44 $	.

umaSta!io

1 EA

s	1.122.28 s	1122.28

0.00 $

1.00 S	,.122...2e

1	100¾ S	1,122.28 s	.

05330.21 TestL"lo & O'lbrilUtion

4452 LF

s	1.30 s	S 800.60	0,00 $

S

0	0% s	.	s

275.00 S	2.S01.25

-

ITEM
I	NO.

DESCRIPTION

PI..MlllEll
QUANTITY

UNIT

UNIT PRICE

CONTRACT
A!lOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE
QUANTITY  %COMP	TOTA!..

Sto Bill
a Sto,-d

05330.22 IWa!tr ou1& As>llilts
Cor.flict Cro:slnQs

1 LS
I LS

s	13,891.40 s	13.8;1.40
$	5.921.00 $	5,921.00

0.60 S	8.33<.8<
1.00 S	5921.00

S
0.00 $

0.8
1

60% S	e..33-4.84 s
100% S	5 921.00 s

AJr Reteue V3lve

1 EA

s	6.050.53 s	6.050.53

S

S	.

0	0% S	$

Cor.nee! to Ex wa:el'line

t LS

s	3.169.32 s	3.169.32

1.00 S	3.169.32

S

1	100% S	3.169.32 s

05330.26 12·o;:Ms wat.erti:\e

952 L.F

$	32.45 $	30.892.40

952.01) S	30 892.40

S	.

952	100'Y S	30,892.40 $

05330.27 12• Gii!eValve
05330.2S 12" 11.25"'Bend
05330.29 12"Tee  • no

3 EA
EA I EA

s	4.234.CS $	12.702.27
$	525.63 s	525.53
s	795.56 s	796.56

3.00 S	12,702.27
1.00 S	525.63
,.co s	796.SS

S

.

S
S
.

3	100% S	12 702.27 $	.
I	100% S	525.63 $
1	100% $	796.55 s

11	1 EA

s	370.27 s	370.27

1.00 S	370.27

S	.

I	100% S	370.27 s	.

tine & Chl0nna1:on

EA
952 L.F

s	3.863.26 s	7,726.52
$	1.43 s	1,3St.36

o.oo s
S	.

S

.

S

I	0	0% S	s
I	D	D'.4 s	s

!er  ,out & Asbullts

1 LS  s	3.914.49 s	3 914.49

S

0.00 S	.	0

0% S	s

ter Mam Subtotal

I	s	364.273.22

$	321.855.35

$	1.122..28 i
I

89% S	322,9TT.'3 s

05345.00 REUSEMAL'I
05345.01 Cc;nnect to ExReU:Se Waterffle

I
1 LS

s	2.795.69

s	2 795.69

S

S	. I

0	0% s	s

05345.02 12" PVc-orus Reuseline

3910 LF

$	32.83 s	128 355.30

J700.00 $	121 471.00

S	.

3700

95% S	121.471.00 $	8,9'7.10

05345,03 4"PVC- ORI8 Reus.ellne

505 L.F

s	10.33 s	5,216.65

505,00 S	5.216.65

S
.

505	100% S	s.2,s.ss s

05345.04 12· G3te v:at,e

7 EA

s	4 63-<C.2( s	32 439.68

7.00 S	32.◄39.68

S

7	100% $	32.439.68 s	.

053-45.05 4"Ga:e Valve
053-45.05 12""'5"' Ben
05345.07 12· 22.5" Sand
053-45.08 12"' 11.25• Send

I EA 4 EA
'11 e.:..
17 EA

s	864.6< s	864.&:
s	559.00 s	2.n6.00
s	sas.ag s	s.a .1;
s	525.62 s	!935.54

CO S	864...
"·00 S	:?.236.00
11.00 S	5.811<.79
17.00 $	8.935..54

o.oo s
S

.

S
S

I	10!1¾ S	8 .64 s

.

4	100% S	2.23S.OO s

,

11	100% S	5,8 .79 s
17	100% S	8,935.54 $

053-45.09 4"'45" Bend

EA

$	179.31 s	179.31

1.00 S	179.31

S	.

100% S	179.31 $

D-$345.10 , .. 22.s·Bend

4 EA

$	ITT.83 s	711.32

4.00 $	711.32

S	.

4	100% S	711.32 s	.

05l45.1l 12"'Tee

EA

s	7 .5!5 s	,. 93.10

2.00 S	t.593.10

S	.

2	100% S	t.593.10 s

IE

53453

S	.

II	100% $	370.27 s

rant

05345,12 1:Z-x--'"R

1 EA

$	417.79 s	417.79

1.00 S	.C17.79

S	.

11  100% $	.;11.19 s

05345.17 Water Reuse Service :o PunTo Station

053-45.1! Te tino
05345.19 Reuse Lawut& Asbuihs
053<5.20 Conffid:Cros:inas
05345.21 Connect to Ex Reuse Wate-fme

I EA

1 :A

s	370.27 s	370.27

1.00 S	370.27

s	,. 1.71  s	1◄S1.7t

36 EA
45 EA

s	57<.95 5	20.695,20
s	6-43.97 s	28,978.65

4415 Lf
1 LS
1 LS
1 EA

s	1.31 s	S.783.65
s	13 835.00 s	13.835.00
s	33 11".ce s	33.11".08
s	2 795.69 s	2.795.69

CEA  s	s

S

Reuse Services• Shon Reu!:e s	- Lona

JS.CO S	20.698.20
"5.00 $	28 97!..65

S
0.60 S	8,301.00
1.00 S	33.17-4.0S
1.00 S	? 795.69

0.001 S	.

0.00 S	.

a.co s
0.00 $

..
.

S
a.co s
0.00 $
a.co s

.
..
.

a.co s	.

0

0% S

s	.

3S
45

100% S	20.698.20 s	.
100% S	28978..65 $

C	0% S	s	.

0
0.6
I
I

0% S
60% S
100-.f $
100% S

s s s
$

1000

s

II

053-¢5.22 12"PVC- OR1B Reuseline

1000 LF

05345.23 12'"G3te-V vc
053(5.2' 12"Tee
053<5.25 12"'C:a:,

EA I EA
I EA

s	(.23'.09 s	12.702.27

$	32.49

$	32,490.00

s	796.56 s	796,56
s	370.27 $	370.27

3.00 .S	12,702.27
1.00 s	796.50
1.0C S	370.27

a.co s	.

S

S	.
0,00 S

100% S

1000.00 S	32.490.0!l

3	100% .S	12.702...27 $
I	100% S	7i6..56 s
100% S	370.l7 s

053'5.26 ICon!'lietCt:o itl.Q
053<5.27 THtlna

2 EA
1000 LF

$	4.028.51 s	8.057.02
s	1.41 s	1410.00

S
S

S
S

C	0% S	s

.

0	0% s	s

053<5.28 Reuse u1  & MOuits

05350.00 STORM DRAIN

0534$.29 Rel.JK' ,Aa,n Sub!Obl

I LS

s	3.914.49

$	3,914.49
$	35&.457.67

0.07 S	27◄.D1
s	320.910.82

0,00 S
$

0.07

,% $	274.01 s	.

.

.

90% s	320.910.82 I s	a.941.10

11

-

05350,01 i8"'RCP
24" RCP
30"RCP
53",c3-4·ERCP
5 t2l x2-4" RCP

2317 LF
295 Lr
,no LF
17

s	36.tS $	88.3&3.55
s	51.89 $	15,307.55
$	67.90 s	116,788.0C
s	168.32 $	159 062.40
s	54.21 s	11.300.96

6

'lx4TRCP

316.00 S	39159.n

7 18"MES
ii  2◄" MES

s	1.273.811 s	3,821.67

2317.00 S
295.00 S
1720.00 S
9◄5.00 S
S

1m
15 052 ..::0
11 300.96

S
S
S
S
S

2317
2&5
1720
9<5
176

1Wlo S	88,393.55 s
100¾ S	15 307.55 $
100o/, S	116.788.00 $
100% $	153 062,.CD s
100¾ S	11 300.95 s

31

s	123.92 s	39 158.72

s	? sse.90 $	3 137.ao

3.00 S	3,821.67

S

2.00 S	3.1l7.eo

S

.

.

0.00 s	.

3	100% S	3 821.67 s

.

316

100% S	39,158.n s

2	100% S	3137.80 $

30"MES
53" x 34· ,.-es
05350.11 (2 x24"MES
05350.12 .c x4TMES

3 EA
1 EA
2 EA
2 EA

s	1.502.14
s
s	3
s	16

s	5,(06.◄2
.S	6257.41
S	6 92<.36

3.00 S	5 406.<2
1.00 S	6.Z57..C1
2.00 S	6,924.36
2.00 S	.64

s
s
0.00 s
0.00 s

3

I

.  I	2
.  I	2

,oo,-. s	5 ◄06,42 s	.

100,, S	6 92".36 s	.

100% S	6 257..Cf s	.
100% $	32.357.64 s

05350.1:?. CurblnJet

21 EA

s	561

21.00 s	t	an

O.Oil S	. I	21

100% S	113,362.20 s

C53M.14 Arefl  'C'Inlet

4 EA  $	3

4.00 $

S	.  I	•

100% $	15 82-'.08 s

05350.15	le

10 EA

s	3,

.S	39,733.80

$

39,733.80

S	.

1,0

100¾ $	39,733.80 s

05350.16	re

I EA

s	5,640.20 S	5.6◄0.20

1.00 s	5.640..20

S	.

100% S	5.640.20 s	.

05350.17

5829 LF

s	6.7'  s	39.2S7,.C6

a.co s	.

S

0	0,SS	.  s

05350.18

341 LF

s	27.9-¢ s	9,527..54	0.00 S

341.llO S	9 527..5.C	341

100% S	9.527.5' s	.

19	Asb-Jit'.S

1 LS

s	20 711.29 s	20 711.29

0.75 S	15 533.4i

0.00 $	.

0.7,5

75'% $	15,533.◄7 s

1 LS  s	6,235.11 s	6,235.11

,.oos	5,235.11

S	.

100% S	6,235.11 s

1 Dt-v.aterina TooAd•ustment 18"'RCP

1 LS IS	50,03.33 $	so 433.33
31 EA Is	458,11 s	1-C 201,,1
I	284 L.F	s	39.07 $	11 D95.ee

1.00 S	.S0,,433.33
11.00 S	5,039.21
60.CO S	234-'.20

S	.
0,00 S

I 11

S	.

I	60

100 $	50◄33.33 s	.

.

35% S	5.039.21 $
21% S	2.3-4<.20 s

.- ao·RcP	1068 l.F	s	67.82 s	n431.1s

0,00 S

0.00 S	.	0

0% S

s	29102.52

0	I1a·uES	1 EA  s	1 2-43.87 s	1,2◄3.87

,.oa s	1.243.87

S	. I	I

100% $	1.2.C3.87 s	.

Po1ie7ol 17

ITEM
NO.

OESCRlPTION

PLANNED QUANTlTY

UNIT

UNIT PRICE

C0"1TRACT

m

AMOUNT

PREVIOUS
QUANTITY	TOTAL

CLRRENT
QUANTITY	TOTAL

JOBTOOATE QUANTITY	%COMP	TOTAL

S to Bill
::.:.:Stored

05350.26 JO JES
05350.27 Curt,lnle1

2 EA
6 EA

s	1 577.25 s	3.,.s.c.so
s	5 19it.97 s

S	-
S	-

S
S

0	0% S	-  s	-

-

-

0	0% S	s	-
-

05350.28 Area Tv:ie 'C' Inlet

3 EA

s	.C 175.19 s

1.00 S	4.176.18

S

1	33% S	(,176.1!  s	-

053502g $to Or:ain W.:anhole

EA

s	-' 778.38 s

S	-

0.00 $

0	0% S	s	-

05350.30 CleaninQ and Video
0S350.31 S!orm Lil\lO'Jl& Asb'Ullts

1352 LF
1 LS

s	9.06 s
s	5.726.49 s

12.2•9.12
5.725.<9

S
S

S	-

0	0% S	- IS	-

0% S	-

0

0	0% s	-	s	-

ii IT00 Ac!lustment

8 EA

s	458.11 s	3.664.68

S

S

0% s	IS	-

Trench Safetv
IOew:1terinQ
0$350.39 IS!orm Drain5'd>total
I
051"5.00 ONSITEROMJWAY

LS
LS

s	2.331.73 s	2.331.73
s	13,'400.67 s	13,400.67
s	911,457.12

S

-

-

S
s	7C7,U2.33

S	-
S
s	9.527.s.&

=·

-

I

0	0% s	-
s  757,009.17

s	-

S	-

s	-
s	29.102..52

05145.01 118" Miamicur:, & G1..-r:er

8775 LF

s	n.◄O s	1 00035.00

2200.00 S	25 080.00

S

2200	25"' S	25,080.00 s	-

QSt-45.02 18" Std.cur., & Gutter

s·

n Area
W Dec::able- Wamina""eildu  Side\-;aOc

102 LF
15480 SF
EA

s	16.50 s	1	0

•

s	5.33 s
s	1 020.00 s

S	-

-

0.00 $
S

O.Otl S	-

-

S
S

0	O¾ s	-  s
0	0% s	s
0	0% s	s

AsohallPave &Maten Exi:stinc Grades

1 LS

s	-  s	-

S	-

S	-

0	0% s	-  s	-

0S145.06 12 Co  cied 0nsite Subarade

14536 SY

s	6.39 s	O? 739.68

7166.00 $	45,71Q.oa

7370.00 S	<7.020.60	1"'Sl6

100% S	92.739.68 s	-

05145.07 s Umerock Base Course

12563 SY  s	9.02 s	1133t826

3300.00 $

o.co s

3300	26% S	29 756.00 s	-

05145.08 1• A.s:hat! T  S? 9.S ltst Uft\

12563 SY  s

6.17 s	ns1J.11

2509.00 S	1

S	-

25091	20% S	15.480.53 s

05145.09 ,. Asohalt T  SP 9.5 ane1Lift

12563 SY  s

s	TT.S':.3.7t

S

O.CD $

0	0% S	-  s

so	1LSs

;.6.17 s	,4,770.00

0.10 S	4TT.OO

a.co s	-

0.1

10% S	477,00 s

-

1 LS	s

s	S.259.60

0.10 S	525.96

S	-

o.,

10% S	525.96 s	-

Lavou!& Asbuits

1 LS	s

28. ,,.,o s	28,053.50

0.30 S	S.416..08

0.10 $	2.805.36	o.•

40% S	11,221.«  s

0.-rb& Gutter

1645 LF	s
1657 LF	s
925 SF  s

s	19 753.00
i9.!0 s	32808.60
5.33 s	•.930.26

C.00 S
S
S

S
a.cos
0.00 $	-

0	0% S	-  s	-

-

-

0	0% S	-	s	-

0% S	-

0	0% S	s

lnollnduOes5"SldewalkEl<1ct,	5 EA

s	960,00 s	5,760.00

S

S	-

0	0% s	- s

0

.. 05145.22 Slanaoe
0514S.23 $1miffQ

. nt& Ma1Ch Exi$:ine Graee.s

1 LS
7867 SY
7i33 SY
7133 SY
7133 SY
1 LS
1 LS

s	2.338.71 s	2.338.71
s	6.25 s	49 169.75
s	9.17 s	65,40il.61
s	6.08 s	.(J,368.64
s	6.58 s	46.935.14
s	3,600.00 s	3.600.00
s	S 400.00 s	S.◄00,00

S
S
S
S
S
S
S

S
S
S

-

S
S
S
D.00 S

0	0% S	-  s	-

0% S	-

0

s

0	0% S	-  s	-
0	0% S	-  s

0

s

0	0% S	-  s

-

0	0% S	-  s

05145.24 R(l:adv4v l.:1vout & M!>uits on,s.2, IOnsite R dw.lV Subtoal
I
05&10.00 IOFFSITE ROADW.. Y
05810.01 !Gener.al Conc!.itions

1 LS

1 LS

s	12.650.49 s	12.650.49
$	171.598.1S
s	28.8"'9.51 s	28.849.51

S
s	125,46-4.'5
0.00 $	-

S	-
s	'9.&2S.,6
S	-

0% s	s
20% S	175.290.&i s

0	0% S	-  s

05510.02 M0bitintion

LS

s	5,5"5-.73 s	5.5'5.73

0.00 s	-

S

0	Q½ s	-  s

05!10.03 Geotechnie.11 Testin<I & Observation

1 LS

$	10.oa,.20  s	10.081.20

0.00 s	-

S	-

0	0% $	-  s	-

-

osa10.o, General Condltio.,s
ose10.0s Mobillz:ation

1 LS
1 LS

s	28.M9.5i
s

s	2S,84!t51
$	5.5<5.73

S
S

S	-
S

0	0-/2 s	s
0	0% $	-  s

05810.05 Gectechnic:11 TestintT& Cbser\':ation 05810.07 Cleannn & GNt:•

1 LS	$
1 AC s

- 5.73  $	9, ,o,.,o
s	3.900.0'l

S
S

S	-

-

S

0	O½ $	-  s
0	0% S	-  s	-

05810.08 Clear'.r.n & Grubbm.,

2AC	s	3.

s	6,000.00

2.00 S	6,000.00

S	-

,2	100% S	6 000.CO s

OSBto.09 Conffl'Udicn En1r:lince

EA

s	3,319.43 s	3 19.43

,.co s	3.319."3

S

100% S	3,319.(3 s

oseio.10 Silt Fe11ce

2010 LF

s	0.90 s	1 809.00

S	-

S

,0	0% S	-  s

-

-

05810.11 Inlet Protection

EA

s	689.91 s	1 379.82

1.00 S	689,91

S	-

5()<1, S	689.91 s

oss,0.12  rtt Protet:ion IMtafbtion
05810.13 Eros,on Co trt>I f../o,a.mtenanee

LF
LS

s
s	1,745.68

s
s	1 745.68

S
S

S	- I	0

-

-

,

S	I	0

O½ S	s
0-/2 s	s

058 0.14 Seed and Mulch Oisturtled

•=SY

s	2.9" s	12,447.95

S

S	- I	0

0% s

.- s

059-10.15 Dress Ots:Mbed	I	1900 SY
05810.16 Co:'IS"y"'Ue:ion Entrance	1 EA

s	0.60 s	1,140.00
s	3.319..43 s	3319..Cl

S
1.00 S	3.319.43

S	- I
S	I

0	0% s	s	-
100% S	3.319.43 s

2080 LF	s	0.90 s	1.872.00

2080.00 S	1.872.00

S	-

2080	100% S	1,B72,00 s	-

05810.17 ISitFence	1Mallalic>n

EA  s	395.95 s	1.583.80

S

S	-

0	Oo/, $	-	s	-

500 LF

s	2.02 s	1,410.00

500.00 S	1.410.00

S	-

500

100% S	1.410.00 s

Main1enance
05810.21 Se d:11r:.d Mulch Disturbed

1 LS
<635 SY

s	2.215,07 s	2,215.07
s	2.9< s	13 626.90

0.00 $
S

S	-

-

0.00 $	-

S

0	Oo/, s	-  s
0	0% S	s	-

1499.00 S	1.'69.02

s	-

05810.22 lmoonFiD.Site 8.Jlance

318 CY  s	13.10 s	4.1ss.eo	318.00 S	4.165.80

S	-

318

100% S	4.16S.80 s

•

1499

Balance

s1CY 2s	n.79 s	5.036.48

351.00 S	4.13!.29

S	-

351

69% S	4.138.29 s

U.99 SY

s	0.98 s	t.469.02

100% S	,.46&.02

(ROW Linc 10 O.S B.)Clc or Curb}

0 SY  s	s

0.00 S	-

S	-

0% S	s

FiD

s

s	-

.&A.:.s!nlMts

LS

s	3 408.00 s	3 40!1.00

1.00 S	3.<ce.oo	0.00 S	.-

1	iOO% S	3.,oe.oo $	-

-

OCY

218< SY  s	0.98 s	2 140..32

S

S

0	0% $	- s

Shoulder,; fROW Une to 0.5' cir:cfCurb)

O SY	s	s

S	-

S	-

Of	oi- s	s

•05810.30 Gnid:in L ou1& As l'ts
ose,0..31 18"RCP

1 LS
104 LF

s	2.00<.00 s	2 00<.00
s	37.00 s	3.857.26

S
S

a.co s	-

01	0% S	s

-

OI	0•4 S	s	-

S	-

S

S

0

0% S	-

s	-

05510.32 30" RCP

2 LF

s	412."8 s	17 324.16

20.00 S	8.249.60

a.co s	-

201	48% S	8.2<9.60 s	-

ITEM
NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL
.

CURREllfT
QUANTITY	TOTAi.
.

JOBTO DATE QUANTITY	%COMP	TOTAL

Sto Silt
uSto d

05810.33 18'"MES

EA

s	1 730.51 s	1,730.51

S

S
.

0	Ol'I S

s	349.ijO

05810.34 Hlnlet

EA

s	6 t57.87 s	12 315.74

1.00 S	6.157.87

S

1	51>% $	6,157.87 s	.

05810.35 Ckaninci and Video
05810.36 Storm -.Jtt.As?>u
05810..37 To: Adiustment

10.:. LF
1 LS
1 LS

s	62.62 s	5,512.'B
s	2 Q.42..::9 s	z().(2.49
s	16.22  s	916.22

S

.

S
S

0,00 $	.
S	.
S

01	0% S	s

Of	0% S	.

.

s	.
01	0% S	s	.

05810.38 Treneh SafeN

1 lS

s	1,551.07 s	1,551.07

0.25 S	387.n

0.00 $	.

0.25	2S% S	31!17.77 s	.

05810.33 Ccw.lten."IO

1 LS

s	2.693.73 s	2..693.73

0.2S S	673..43

S	.

0.251	25% S	673..43 s	.

05810..CO 30"' RCP

422 lF

s	67.52 s	28.493.«

S

S

0	0% S	.	s	.

05810.• 1 130" M:S

4 EA

s	1.801.92 s	7.207.68

S

S

a	0% S	s	.

05810.42 IC Inlet

3 EA

s	2.803.26  $	8.◄09.78

3.00 $	a..:os.,.1s

S

3	100% $	!409.76  s

05810.43 0-Jtlet Ca Structure 0S81O.« C aninc and Vide-o 05910.45 Stam, Uvottt& Asbu .s 05!10.46 ITreneh S;fctv

2 EA
<22 lF
1 LS
1 LS

s	3.333.90 s	6,667.80
s	15.7Sil s	6 663.38

·1

s	4.2.¢1.00 s	4 2.(.1.00
s	1.551.07 s	1 551.0i

S
S

.

o.oo s
0.0 S

S
o.oos
S
D.00 S

0	0% s	.	$	.
0	0% s	.	s	.
0	0% s	.	$	.
0	0% s	.	s

500'7

''" s

s	4,543.st

S

S

0	0% s	.	s

Utiit-.. lnslaJlatior.

$	$	12934.30

1055,CO S	12,03-4..30

S

105$	100o/. $	12.S .30 s

3	s	$	17 768.80

S

S

0	0'/4 s	s

1 llnWdes 5' Sld I Ex'len
& MDlchExistino Gr.ide:;;

s
1 LS s

s	, 2n.oo

1

16304..58

5.621.87 s	S 821.87

o. o s

.

S

S	I	0

S

143<

S	0

0% s	.	s	.

1434.00 S	16,30-4.58

0'1, s	.	s

0

C34 Sf

$

11.37 $

n

SY

s

9.94 $

1434.00 S	14.253.&6

S

1'3<	100% S	14.253.96 s

05610.55 1" A.sPhalt 1voe SP 9.S Q.nd Lift)

SY

$	10.20 s

143-4.00 $	1-'.626.80

S

1434	100¾ S	14,626.60

$

mo	i540 SY  s

9.22 $	1-4198.80

1 0.00 S	1-4,198.!0

S	I	1 0

100¾ S	14.198.80 $

100% $	16. .SS $

OSl!t0.56 Stenaoe

1 LS

s	2 394.00 $	.00

1.00 $	2 394.00

S

1

100% S	2..3g,.oo

$	.

-0S81057 S •• C

1 lS

s	12,846.00 s

.00

1.00 S	12.8'6.00

S

1	100% S	12.8'6.00 $

1 LS

s	3.268.00 s	.00

1.00 $	3.280.00

2715 SY

$	15.77 s	-42615.55,

2715.00 S	42,815.55

0.00 $

S

1

100% S	3.288.00 $

.

271S	1001'1 S	42..815.55 s

IC
1
Wammi;
& Maten naGr:ides
rade

1 LS	s
12625 SF	$
2 EA  s
1 LS  s
2516 SY	s

13 200.00 s	13.200.00
s	67.1ss.
1.33
e.ss

S
0.00 $
S
S
S

S
S
S
S
S

0	a..s

.

0	O¾ S
0	0% S	.
0	0% $	.
0	0% S	.

$

.

s
s

s

s	-.

-

05810.65 5- Limerock Base Course 0S810.66 1· Asol\alt Tvoe S? 9.5 nst Utn 05810.67 ,- Asch31tTvoe SP 9.5 f2ndUfl:}

2400 SY	s
2400 SY  s
2◄00 SY	s

.00
8.3S S	20.()6.o;.00
a.76 $	21,02.:.00

S
S
S

0,00 $
S
0.00 $	.

0	0% S	.	s	.

.

0	0% S	.	s	.
0	0% S	s	.

05810.66

naoe

I LS

$	1 368.00 $	1.368.00

S

S	.

0	0% S	s	.

i

0$810.69  • ma

1 LS

$	18.282.00 s	18,282.00

S	.

S

0	0% S	.	s

05810.70 Road"Nav Uvout & As itts
OS.!110.71 M I ar:d Resurtaee 05810.72 Malnttnance of n!fic:

1 lS
2400 SY
I lS

$	7 ns.oo $	7 776.00
s	13.86 s	33.264.00
s	7.80tl.OO s	7.800.00

D.00 S
S

.

S

0,00 S	.
0.00 S	.
S	.

0	0% S	.	s

0% S	.

0	s
0	0% S	s

05810.79 Oflsi'le Roadway Subtotal
I
05815.00 OFFSJTE WATER

$	U4.JU..S9

$	187,33Ll2	•	.

27% S	1117.33'2.32 s	3'9.110

05815.01 Connec: l:> Ex W:,tertine

1 lS

s	2.803.40 $

S

S	-

0	0% S

s	4a.c..,2

05815.02 12" OiM8 Walet1ine

1710 lF

$	32.39 $	o

100.00 S	3.239..00

0.00 $

100	6% S	3,239.00 s	32.158.0t

05815.03 12· Ga:• Valv•

2 EA

$	5.0'5.86 $

0.00 s	.

S	.

0	0% S	.	s	.

0581S.04 t2"Tce

1 EA

$	796.56 $	798.S6

0.00 $

S

0	0% S

s	<OS.SO

0S815.05 12 Cao

l EA

s	370.27 s	370.27

0.00 s	.

S

0	0% S

s	27H2

05515.05 Testino & Chro tion

1710 LF

$	,.31 $	2240.10

0.00 $

S	.

0	0% S	.	s

05815.07 Wate-r U'VOut& Asbuits

1 LS

s	s.,11.00  s	5,.C.1i.OO	0.00 s

S	.

0% s	s

05115.D9 Offsilr Watrr Subtot::11

D51120.DO OFFSITE SEWER
Conned to Ex Force M.atn

lS

1

$	2 795.69

s	77,107.95
I

s	3,239.00

S	.

$

S	.
.

...,. s	3,.239.00 s	33.320.'S
0	0'1, S	s	983.69

12" OR·18 PVC Fo:t:e M3in

1630L=

s	32.6-'

100.00 $	3.2S..OO

S	.

100	6% S	3.26'.00 $	37 973.87

1CiOR.t8 PVC Foree Mai:i
I 05820.0• trGaileV:,l\te
05820.0S 12""Tee
05820.06 12·x 10"Reducer
05820.07 12'"C;.o

86 lF	s
3 EA  s
1 EA  s
1 EA  s
1 EA  s

27.55

1.33

o.co s
S

.

S
S
o.ao s	.

S
0.0C S
S
S
S

0	O'k $
I	0	O"IS

.

0	oc,.;, $

.

I	0	0% s

.

.	0	0% $

$

.

s	5 9◄9.76
$
s
.	$	673..10

Lavout& Asb1..'ilts
ssina
0512C.19 itt Sewer Subtot::11

I 05825.00 OFFSITE REUSE

1716 lF
1 lS
EA

EA

s
s	5,42<4..20
$	,. l.42 $	4,643.42
s	88,376.U

s	2 795.59 s

S	-
S
1.00 S	4.&C3.42
s	7,907A2

S

.

S
S
s

0	0% $
0	0% $
1	100% S	4.643.42
I	9% $	7,907.A2
I

s
$
s
s	.S,S!OAl

Connect to Ex Rouse W:mirtne

2 795.69

S

S	-

01	0•1. S

$	4-84."2

12· PVC..OR:18 R•u.se,l:.ne

1705 LF

s	32.-49 s	55 395.45

100.00 S	3.249..00

S	.

,oo	s•,. s	3.2.C.9.00

s	17. 92

12"Gate-V;tve

:A

s	5 e59.19 s	11 71B.3e.	0.00 S	.

o.oo $	.

0	0% S	s	.

12"'Tee

1 EA

s	796..56 s	796.SS

S	.

S

0	0% $

s	<OS.60

05825.05 12"C30

1 :A

s	370.27 s	370.27

S

S

- 	0	0% S	s	272.42

ITEM
NO.

DESCRIPTION

PLANNED
QUANTITY

UNIT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE QUANTITY	%COMP	TOTAL

StoBcU asSton!'d

05a25.06 Tcsti !l
05825.07 Reus UM)..::& Asbuilts:
05425.09 Off"- RauuSubtoal

1705 LF
1 LS

s	1.32 s	2.250.50
s	5,41i.OO s	5 411.00
s	71,737.9$

S
S
s	3,2.C.9,00

S

.

o.co s
s

0/	0% S

.

0	0% S
I	,•1. 5,	3,2,9.00

s	.
$	.
s	11,185.36

.

.

10000  C01 -ADDL CLEARING FOR ADDED LOTS lN PHASE 1B

05105.46 SUt Fe-nee

14220 LF

s	1.46 s	21.045.50

1,220.00 S	21.045.60

a.co s

14220	10C% S	21.0<.5.60 s

05'10.03 Clcal't'lo & Grubbino

33 AC

s	.(.,012.00 s	132.395,00

33.00 S	132 395.00

S	.

33	100% S	132.395.00 s

10990
11000

C01 • Addi Qe,a •  for AddedLotsin Ph.a.H 18 Subtot:11
C01-WETLANO CLEARING & FlUJNG PHASE 2

s	153,',C1.60

s	1S3.4"'1.60	s	.

100% S	153,'41-'0 s

05105.47 SiltFenee
05110.04 CJeam & Gtut>oinci 05110.05 Strio & Fil Wetland Arns

S6B5 lF
11 AC
33275 CY

s	1.4& s	8.◄13.SO
s	4,012.00 s	44.132.00
s	31.9-4 s  1.062.803.50

5585.0:l S	a.,13.ao
11.00 S	◄4.132.0D
33275.00 S 1.062.803.50

0.00 $
S
S

50115
11
33275

100% S	5,413.80 IS	.

.

100¾ S	4', 132.00 I s
100% S 1.  B03.SO IS

11990

C01 •Anabefle l&llnd Addi Cle-arinq & W.11.and.$Subtotal

s  1,115.3-49.30

s  1,11$,3'9.30	s

100% S

1.115,349.30 Is 	

12000  CO2 • CHANGE REUSE MAINFROM PVC TO DIP

05825.10 Oe®di 2• PVC Pice Ma:ffl.31
05825.i 1 IAdd 1.2'" Ot.:ctlle Iron Ploe Materw

1 LS
I LS

s	r"8.12,.so s	48,121.60
s	93,853.60 $	93,853.60

t.lJO S	'3.121.60
1.00 $	93.853.60

0.00 $
S

1	100% S	f,'8.121.60) S	.
1	100% $	93.853.60 $

12990  CO2-Chance Rflde Main fromPVC to DIP SubtoQI

13000 IC03-SAllllRIDGE OFFSITE
13001  /COJ. SAllllRIOGE OFFSITE- EARTHWORK
ss10.a  l	nFiJ - Site $3:lan:e

-316 CY

s	.C.5.732.00

•

s	13.10 s	4.165.aO

s	45.732.00

.:318.CO S	4 165.80

s

I

S	.

100-4 S	45.732.00 s

-318	100% S	4 155.80 s

S810111 /Fir.oGrodino•R: .., ...

.1.:.99 SY

s	0.96 s	'·

-1-'99.00 S	,.469.02

o.on s	.

1-499	100% S	11 469.02 $	.

s	3.-408.00 s	(3

-U D S	.408.0D)

O.OQ S

.

0	QY, s	.

s

.

-1	100% S	D,40!.00  s	.

•

s	2.9< s	11,216.10

eJ	s	0.60 s	2-269.00

S

s

..

o.on s

0	""s	.	s

co	•

s	0.90 $	4,365.00

S

s

a.on s	.

0	O¾ S	s

IM Offt.itc • Earthwork Subtotil

$	8.&27.21

$	'9,042.42)	s	I

-102"4 $

(... 42.12) S

14000
-  5820.2

C03 ..SANOR10GE OF'FSITE• FORCE MAIN
12• ,s 9er.d

4 EA

s	1 388.43

s	S,SSl.n

a.co s	.

0.00 s	.

0	0% S	.  s	.

5020.21 12·eonruac

EA

s	8,555.51 $	8 555.51

S

o.on s	.

0	CW, $	.	s

C990
1s000

C03 .. Sandridqe Offsm,- Fo,ce, Main Subtotal
COl - SANDRIDGE OFFSITE -WATER r.tAL\I

I	s	U,109.23	s	.	s	.

-

.	I

0% s	.	s

58t5.l  1T OR-18 Watertine

50 lF

s	32.39 $	1,519,50

S	.

o.oc $	- I	0	O¾ S	.	s	.

5815.11 12• -<S Ser:d

3 EA

s	769.53 s	2 308.59

S	.

S	I	0	0% S	s

5815.12

EA

$	5 i35.05 $	11470.10

S	.

0.0D S	.

0	0% s	$
.

5815.13
15$90

16000

rid..Offslte. Wo1>rMain su•10111	I COJ. SANDRIDGE OFFSITE-WATER REUSE SYSTEM

EA

s	946.78 $	2 840.34
s	18.2Jl.53

S

.

s

.

0.00 $
s	.

.

0	O¾ s	s
0"4 s	s

5825.12 12"45Ber.cl
5825.13 Conflict Ctossino
5825.,4 1Z- G.,te Valve

6 EA
2 EA
1 EA

s	769.5< $
s	s,8n.a" s	1•1 2•
Is	5B59.19 $	5	9

S

.

S
0.00 $	.

S
0.0D S
S	.

0	0% S	.	$

.

0	0% S	.	s
0	0% $	s

16'90

C03 - ndridge Offue• tff Reus.e System Sc.ibtotal

I	s	2.2.2'32.11	s

$	I	I	0% s	.	s

1700()
810.86

C03 - SANORJOGE OFFSITE-SANORIDGE ROADWAY DEDUCT
12	e O.dud	_,540 SY

s	9.22 s	11,.198.80

-1540.00 S	114191!1.80

S	.

-1540	100•... $

5810.87 s·	ou:se oe:duct

-1434 SY

$	tl.37 s

·1'34.00 S	116.30<.58

S	.

-1434	100% S

116•,.m·a1sS

58-10.88 1"	9.5 1st Liftl Occ!uet

-143' SY

s	9.94 s

·14'J4.00 $	1'.253.96

S

.1434	100 S

(14	S	.

a!E

sa10.e9 r 01'1:llt 1-  S? 3.5{2ndLift) De:!ud

-1434 SY
-1 LS

s	10.20 $
$	2 394.00 s

-1434.00 S
-1.00 S	:626.BQil

S	.
S	.

-14	100% S
-1	100% S

04	S
l'2394.00 S

1	•1 LS

$	12846.00 s

-1.00 $

S	.

-1	,co,- s

2846	$

rt& MbuiM Deduct 5810.93 Mil and Re.sutta:e: Ot':fod
17990  C03 -Sandndae Offs.tu- .. Sandridae Road  ONfuet Subtom1

18000 C03 • SANDRIDGE OFFSJTE. SANDRIDGE ROADWAY ADO

-1 LS
-2715 SY

$	3.268.00 s	3 28!.00
s	15.n s	(42.815.55
s	(120,727.69)

.,.oo s
2715.00 S
s

'ii

(42.815..55
(120,727.69

S	.
S	.
s

-1	100% S	s
-2715	100-AI S	•	s
I	100% $	1•	$
I I

5810.94 So..:u!

1 LS

s	1 242.62 s	1.Z42.62

S

S	.

0	0% S	s

5810.95 Cono-e-te Cut and Reoal"

\ LS

s	22 587.32 $	22 587.32

S

S	.

01	0% S	.	s

5810.96  Patch Re().ail'

1 LS

s	11,0 .16  s	H,029,16

1.00 S	11.029..16

0.00 S	.

11  100% S	11.029.16 s

5810.97 MOT

1 LS

$	3 600.00 s	3 600.00

S

S

01	0% S	s	.

11990

19000

C03 • Sandridqe Otts.ie - Sandndqe, Ro,dway AddSu totat

C03 • SANDRIDGE OFFSITE • LIATERIAL ANDFREIGHT MARKET ADD

s	ll.459.10

IS	11.029.1'	s
I I

29% S	11,029.16  s

.

I

5815.14
5810.93

PVC r.ib1enal Inc-ease	1 LS
?recast Struct'.11e- lncrea,e	1 LS

s	51 130.59 $	51,130.59
s	879.72 s	879.72

1.00 S	51,130.59
1.001S	879.72

S	.
S

1	100% S	51.130.59 s
1	100% $	879.72 s

agc10cf17

ITEM
,.N..O..,

DESCRIPTION

PLANNED QUANTITY

lNT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE QUANTITY	%COMP	TOTAL

$:oBiD
uStorad

COJ. S.nctridne Offshe .. Mltrrial .andF kmt Markf't Add Subtoal

$	52.010.31

s	52.010.31	s	I

100,:, S	52.010.31 s

20000 IC:-RpUSSELLROADOFFSITEDRAINf<GE

25 LF

s	57.52 s	1.eaa.00

0.00 $

S	.

0	0% S	-  s	-

ES	2 EA

s	1.SOt.92 s	3,60l.6

S

S	.

0	0½ $	.	s	.

lnlel Oec:ltd	I	-3 EA

s	2 803.25 s	8 409.78

-3.00 S	,	09.78\

S

-3	100l\ S	{B.409.78\ S	.

Inlets	2 EA

s	< 486.05 s	8,9n.10

S

S	.

0	Ol\ $	s

5810.104 Dr3in11oe 11,'..>terialIncrease	1 lS
5810.105 Pavino Inetea.se	I	1 LS

s	12.922.72 s	12 922..72
s	7 760.<8 s	7.760.48

S
S

a.co s	.
S	-

0	0% S	.	s	.
0	0% S	-  s	-

20990

COJ - Ruu.11Road Offs Ora,narx SublOQI	I

s	26.537.36

s	(8..&0,,78	s

2%  s	rs.,o,.1a s

21000
21001
5130.1

C03 ..BLOCK lSL.ANO
C03. BLOCK ISLAND EARTHWORK
l"""""!'t:Jnc:?beeFill

12588 CY

s	11.34 s	142.7,.7.92	12588.00 S	142,747.92

S

12588

100% S	>42 747.92 s

5105. 8

B<,ITTI$

3955 SY

s	2.07 s	&,186.aS

S	.

D.00 S

0	0% s	.	s

51D5.49 Sod""'""

3955 SV

s	2.9' $	11.627.70

0.00 S	.

S

0	0% s	.  s

5145.3

Si	Add

◄050 SF

s	5.33 $	21 586.50	0.00 S

S

0	0% s	.  s

21990

i

22000

C03 ..stack island E.al"U'IWOrtc SUbtotll
CC3. BLOCK ISLANDFORCEMAlll DEDUCT

s	1&4.148.97

s	142,747.92	s

78% S	1'2,7.C7.92 s

Connedto Ex Fon:eMain

·1 LS

s	2 874.01 s	a 874.01	-1.00 S	!2.874.01}

S

-1	100% S	n.a1,.o s

s· Orl:-18 PVC Force Mllirl a· Gale Valve
B"Tee

-1010 LF
-3 EA
-1 EA

s		18.79 s ,,a.9n.sio\	-1010.D0 $  ,uin.90, s 2.01•.o.c s 16,0-42.12\		 -3.00 S	6.0<2.12) s	707.52 s   no1.s2,		-1.00 S		f707.62

0.0D S	.
S
S

-1010
-3
_,

10C% S	nun.so  s

-

100% S	(6.0.t.2.12 s	-
100% S	'707.62 s

a·C3o Connie!.Crossmm

-1 EA
-1 EA

s	439.26 s	(439.26'	-1.00 S	f,439.26
s	3 4$4.03 s	r.l.45<.03	-1.00 $	rl.<S<.03

S
S

-1	100% S	<<39.26 s

.

-1	100% S	r.J,45-4.03 s

•

AlrRclc.ucV.atve 5335.37 TestiM

-1 EA
-1010 LF

s	S,387.50 s	{8.387.SO\	-1.00 S	(8.387.50

s	46.221.0l)

s

s	C46.221.03)

s	1..¢1 s	(1.42-'.10	-1010.00 S	f1.42.¢.1Q

a.co s	.

s

S

-11  100% S	fB,387.$0 s	.

100% S	{"6.221.03 s

.

100¥.. S	r.!.169.32 s

-1010	100'% S	1.,24.10 s

22990

23000

C03 • Block lsbnd Forcr Mien D duct Subtot:1.I

C03 -BLOCK JSL.AND WATERSYSTEM

s

•1 LS

3.169.32

<3-169.32	-l.00 S

S

nr.ca!0 Existrll'I W.teM.e Add 12• OR-18 Watertrie OeOJd

1 LS
-il52 LF

s	2,9!!!1.29 s	2.9!1!.29	l.OD S
s	32.45  s	c.J0,832.40	..S52.00 S

S
S

.
.

5335.38 Force M.itn Lavo&Asbuitts

-1 LS

s	3.914.0:9 s	l3.!il1(,4SI}	-1.00 S	'3.!il14.4i

O.DO S	.

-1	100% S	r.1,!i11◄.49 s	.

Connect lo	W:u.er&te Dedud

1.169.32

.

_,

5320.45 12"	v,dua
5330.47 8" 1	d

8" CR•18 Wa1 rtine Ad:

s	25.85

s	2• 945.25	965.00 S

24

5330.+4 12" Ga c Valve Deduct

s	4.234.09  $	(12,702.271	-3.CO S	r

$330...S B"G teV

s	2.431.66

$	7.294.GS	3.00 S	7,  :QI!

5"0.'8 1C,ce  eel.let
5330,.¢9 8" Tee Add

EA
1 EA

955 LF

-3 EA

3 EA

-1 EA
EA

$	796.56 s	.,.co s	1796.56

1
-952

100% S	2.988.29 s
100%. S	□o892.40 s

S

965

100% S	2, 9◄5.25 s

S

-3

100% S	(12702.27 s

S

_3,

100% $	7.29'.8! s

s	525.63 s	525.63	-1.CO $	525.631
s	404.60 $	404.60	,.co s	<04.60

s	603.61 s	1.DO S	503.61

S	-

S	.
S	.

.

S

100% S	96.SS s

_1,

100% S	(525.63 s	.
100% S	40-4.60 s	.

1	100% S	603.61 s

5330.5 12" cao De.duet

-1 EA

s	370.27 s	-1.00 S	{370.27l

0.00 S	.-

-1	100% $	1'370.27\ S	-

5330.51 8" C:.oAdd

;A.

s	287.75 s	575.50	2.00 S	575.SO

S

I	2	100% S	575.SO s

23990

24000
5345.3

C03 • Block ls.land watH m Subtotal

C03-BLOCK ISLAND WATERREUSE SYSTEM
ConntoEXReuse W:itert:-ne Oet!1.'d

-1 EA  s

2.795.69

s	f11,6".22l
s  i

s	(11.6".221

-1.00 S	<2.795.69

s
S	..

100% S	(11,644.221 S

-1	100¾ S	tz.795.69 s	.

5345.:U Connect tO EX Reuse Watertlne Add

1 EA

s	2 986.29 s

S

S

0	c,e,; $	s	.

5345.32 12"PVC-DR 18 Reuseli.-,e Oeduc::

-1000 LF

s	32.49 s

)	-1000.00 S	<32.490..00

0.00 S	.-

-1000	100% S	132..490.00 s

5345.33  8"' PVC- OR 18 ReusAdd

1027 LF

s	25.79 s

S

S

0	0% S

s	19,L10.30

5345.34 12."GateValve Deduct

-3 EA

s	.t.,23'.09 s	1

-3.00 S	12.102..2:n

S	.

-31  100% S	(12.702.27} S

5345.35 a· Gate ValveA.:!d

EA

s	2 •31.66 s

S	-

S

0	0% S	s

53<5.36 12" Tee Deduct

-1 EA

s	796.56 s

l	-1.00 S	f7S6.56

S

-1	100% S	1796.56 s	.

5345.37 a·Tee Add

I EA

s	603.61 s	603.61	0.00 S

S	.

0	0% S	.	s

5345.38 12" Cao Ceded

I EA

s	370.27 s	(.370.2	-1.00 S	(370..27)

S

•1	100% S	370.27 s	.

•

2'990 IC03 • Sloek!slandWa1er ReuseSystemSubtotal

25000  C03 - BLOCK ISLAA'DDRAINAGE
SJSO.-'  Ccn::otSttuctTVftf!: c-Inlet Oeeuct

s	,,,.,93.a.t.)

s	3.956.02 s

s

0.00 s

5350.41 ia- MES De t.1d

-1 EA

s	1.273.89 s

.,.oo s	1 273.8i)

Sl<S.39 8"'C-anAdd

1 EA

s	287.74 s	287.74	0.00 S

S

0	0% S	.	s	.

5350.42
2$990

26000

5350.43 C03- Sloclc: Mat ri.al lnc:rease

5145.31 C03- SJod:	d PaVl"'lo lncre.i

1 LS

s	27,944.42

s	21.9«.•2	0.00 S

26990

is• RCP Dtdu:l
COl • 8'oc:k nd Ina  Subtotal

C03 • BLOCK tSLANO- M.ATERLAL MARKET INCREASE

C03. Block  nd Block lstand • Mate-NI Market lnc H Subtotal
I

-1 EA

1 LS

s	13,704.90 s	13,70..90	0.CO S

s	41,&49.32	s

0.00 s
s

0.00 s

-60LF

s	38.15 s
s

.

1.00 S	13104..90

.

S

s	1J,7Q.A.90

1

100% S	13.70-'.SO s

0

s	(49,154.79)

-LOO S	r.s.956.02

_,

428% S	(49.154.791 S	1s.,,o.3o

100% S	3.956.02 s

-1

,oo,-. s	1273.!9)  S

-60.00 S	t2 289.00)
s	(7.51U1)
.

100% S	"283.00  s
,oo,.. s	(1.511.11) S

os , s

s

3l% S	13,704.90 s

P.igcll of17

 	

5330.63 e"C:Jo	1 EA	$	297.74 s	287.7"	1.no s	2e1.1,	o.oo s	1	100% s	2a7.7" s	
 5330.6" Flusltlna Hvdiant	2 EA	S	1.577.74 S	3.155.48	0.00 S		0.00 S		O	0% S	-	S	
5330.65 Confli::tCtou.ino	1 LS	S	6.799.00 S	6 799.00	1.00 S	6,799.00	0.0!l S	-	1	100% S	6 799.00 S	
30990  C03 Phan1A. te,Svsi.m Subtotal		J $	l6.SS9.07	$	"·'°3.55	S	•		'1o/. S	33,403.59 S	
											
31000  COJ PHASE 1A • WATER REUSE SYSTEM											
53,,45.4 12"'PVC-OR18Rcuseline	-410 Lf	S	32.83 S	13.(60.30	410.00 S	13,-160.30	0.00 S	-	410	100'% $	13.460.3D  s	
S3"'5.41 8"' PVC• ORtB Reusetine	340 LF	S	25.57 S	8 693.80	MO.DO S	8.693.80	0.00 S	-	340	100% S	5	

ITEM
NO.
Z7000  C03 PHASE 1A

DESCRIPTION

Pt.AN>.'Ell QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOU>IT

PREVIOUS
QUA.'ITITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOBTOOATE
QUANTITY	% COMP	TOTAL

StoBiD as Stored

27001 C03 PHASE 1A ..EARTHWORK
5105.5 GPS ModcfinQ 5130.11 lm""':"'3nd ?bee fl:J
2n90 C03Ph,a.H U, • Eantrworll: Subtolal

, LS
1800 CY

◄.800.00 S
11.5'  S
$

4.900.CO
20772.00
ZS.572.00

CO 5
1800.00 $

.C,800.00
20,772.00
25,572.00

S
o.oo s

- I

1
1800

100% S
100% S
100% $

4,800.00 S
20 772.00 S
25.572.00 S

'116Deduct

-3 EA

	1 EA

Scrv,ceAc!.d
H'V Se-M:r Subtotal

2 EA

S S S

7 313.53 $
11,055.39 $
670.26 S
$

r11. D.59 lt.055.39 1.341.n (9,458.19)

-3.00 $
l.00 S
2.00 $
S

t2t. 0.5SI
11,055.39
1341.72.
(9,458,191

S
S
S
S

-
•

--l l 2

10 4 S	'21.940.59) S
100 S	11.D5S.3ii S
100% S	1,3-41.72 S
1DO% S	9,458.19} $

29000  COJ PHASE 1A-FORCE MAIN
5335.39 8"0R-18?VCForu-Mai'I

798 LF	S

19.\4 S

15.273.72

798.00 S

15273.72

S

-

798

100% S

15273.72 S

53l5.42 8"90 nd Oeduci
53S33355.-.4,t43   AB,"rx    R4••Tleee-AVdda      ivd••.[jMa;§i!nE;ho1iii•i::========+====
5335..(S 4" 22.S 8end
5335,'6 8" Plue
S335,.C7 Conflid Cros:.lno
29990 COlPhaSt-1A-ForceM.,mSubCDt:II

553J335S..4-1' 44"'"0GR:-u1eeviPrVveC Foree I.bin

2,35 LEAF

•1 EA

ss

1

$

mlt2.37  is!::: 2 ,9 06 .• s ::::::23:qs .oo H• =

1

1.288..38

1.00 S	1.288.3!

567.66

.1.00 S	567.66

== 2 ,PD •  . 95 =0=.0=0==S==o .o o is::::::::·: :::::::::2:;351 :::' o1o0g0% ss === 21..f29805.638f· s95t s ::::::::·•::

2$,1EEAA :j:tss=::J, , 90:!..39S+;;s---'=2;29B;;9;023.3<0',3ai9;-t-----,,'a0,o.0o0sS;-----.9;;;03.'•..3.g.+----oa'.0;.;00;oS o;r.s----•'-_-t------';:t-D,-:1""00:Oa":h%:S:+-:S;----,903-=-,'=S':ia::+;s=	•'

1

S

-

-1	100% $	f567.66) S

2 EA  S
1 EA  S
1 LS	S

-'1U3 S 578,52 S
9 274.56 S
$

e22..26
578.5-2
9 21,.ss
53.372.41

2.00 S
1,00 S
DO S
S

822..26
571!.52
9.27-'.56
30,480.11

S
S
0,00 S
S

•
•

2	100% S
1	100 S
1	100% $
57,:, S

822.26 S
578.52 S
9.27.C.56 S
30.410.11 !,

= 5s·5.•4s7;.1+2•"T·ee2D2e.dSuct

n • ...,.,' ==-----------1------	"7""-+·1saE-A---"S7.'i,',7;9,6;.-55t;;S-- *"" .936.525::+-----

•1.s0;0-S---:.;; 96,.5'·3 2::+----0.-0o0a$'.o ocr.s-----'---!----- i-1+----0!0,%ooS %;;.;S;-- -!!	• •

53"'S.48 1Tx8"Cto"	1 EA  S	1 t2S.5-4 S	1.126..5-4	1.00 S	1.125.54	0.00 S	11  100% S	•

5345.49 12"'x.c.· Red!JcerDedua	..1 EA  S	417.79 S	(417.79	•1.00 S	(417.79	0,00 S	•1	100% s		. 

l2D0D (C03 PHASE1A-STORM DRAINAGE		
	-992 LF	S	38.15 S	/37.8".80		/37844.80	0.00 S	-9!2	100% S	c.J.7 844.80 $	
	39 LF	S	51.&9 S	2.023.71	39.00 S	2.023.11	0.00 S	39	100'/i, S	2 023.71 S	
	328 LF	S	67.90 S	22.271.20	328.00 $	22.271.20	0.00 S	328	100% S	22.271.20 S	

11

ITEM
NO.	DESCRIPTION

PLANNED QUANTITY	Ul>IT

UNIT PRICE

..

COITTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT

S	-

QUANTITY	TOTAL

QUANTITY

J08TODATE
%COMP

roll

StoBiU as Stored

5350.48 35" RCP ud

29L6F s	ti2.9e s	33.442.06

296.00 5	33.442.08

S	-

296

100•4 S	-

-2 EA
ES	1 EA

s	, ?73.1!!) s	115,41,76
s	1 568.90 s

-2.00 S	".547.78
1.00 S	1 568.90

S	.

-2	100% S
1	1.00% S

-MES

2 EA

s	13 865..C.5 s

2.00 S	27.730.90

0.00 S	.-

2	100% S

Dedu:t Ir.let

-2 EA
1 EA

s	3,S7:l.38 s
s	7,060.10 s

-2.00 S	<7.9'6.76)
1.00 S	7,060.10

S

-

0,00 S

·2	100% S
1	100-4 S

7050.10 $

lnletOedud

-2 EA

s	J S.56,02 s	u 912.04

•2.00 S	,912.1)(.

S	.

-2	101W, S

(7,912.04 s

urtlln'et ud
5350.56 Chance fram 42'"Quad MES to PIP Head'.Mlns

-2EA 2 EA

s	5398.20 s	10.195,.;o
s	12 855,94 s	25.71U8

-2.00 S  ,o.79s.,o
2.00 S	25.711.88

S	.
0.00 S	.

·2	100•.4: $
2	100% S

(10,796.40 s
2$711.SS s

32990
33000

C03 Phau 1A-Storm Ora,nao,, Sutnoal
C03 PHASE1A -ONSITE ROADWAYS

$	52,760.99

s	52.760.99	s
.	.

100% s

SZ.7&0,99 s

5145.32 1S-MLlmi Ctrt,&Gutter

330 LF

s	11.40

s	3,762.00

S

S

0	0'4 S

.	s	.

5145.33 1g- cnvStandard Curb

98 LF

s	16.50  s

0.00 S	.-

S

0	0% s	.	s

51.C.S.34 Sidevr.ilk at C mrrcn Are.i::;

295 SF

s	5.33 s

11617.

S

S

0	0% s	$

2S75Ys	6.38 s

S	-

275.00 s	1,754.50

27S

100% s

, 7$4.50 s

51451.36 <5,"5-•	•
5i4S.37 1·	1Sf LA1

180 SY
1B0 SY

s	9.02 s
s	6.17 s	1,1

S O.OQ S

0.00 s	-
0.00 s

Q	0% s	.	$
0	o•,; s	.	s

5145.38 1·	(2nd Lift

1B0 SY

$	6.17 s	1110.60

S	-

0.00 s

0	0% s	.	s

33990  0	I
34000  COJPHASE 1A • MATERIAL.AND MARKETINCREASE

$	12.550.65	s

$	1.754.SO

,,."'s

1,154.s,i Is

5325.4 PVC Mate-Mt and Sev.-er lncrtase 5350.Si IDrainaoe Jr.ernse

I LS
l LS

s	335.-.28 s

II

s	49-.479.23 s

1.00 S	335.-''-&.28
1.00 S	49 <.79.23

S
S

100% S

'

I	100% S

335.«.S.28 s
s

5145.39 W:neroclc lncrea

I LS

s	28.3!2.92 $

0.20 S	5 676.58

0.20 S	5.6715.5!1

o.•

40% S	s

5145,'
3-<990

Pavinc lnae:,se
COJ Phase 1A- Materialand MzrRt lncruH- Subtotal

I LS

s	17.6.¢0.23 s	640.23
s	430.950.66

0.20 S	3.52&.05
s	394.132.14

S
s	5,676.51

0.2

20% S
93% S

s	.
399,805.73  s

•

3S000

C03.PONO17 ANO INFRASTRUCTURE
s	s

s	.	,oo,-. s

5105.51 E:teaV3te Pend

5040 CY

9.61

4a 434.40

5C4D.00 S	48.-':W.4D

0.00	.

5040

48,43-4.40 s

5105.52 S::ire.ad end Ccmi:iae,: Pond17 Fll
5130.12 Ctecit lmoc11for 91odc ts.lane!

•538 CY
-453! CY

s	0.89 s	4 034.82
s	7.59 s	1'34,!97.22

s	4.038.82
s	fJ.4,897.22

s

.

0.00 s

4538
-4538

100% S
tOOo/, S

4,035.92 s

.

£34,897.22 s

5350.58 48"RCP

147 LF

s	154."5 s	22689.4S

S	.

0.00 s	.

0	0'/4 $	s	.

et	1Es	3.3A17.40

s	3,317.40

0,00 S

0.00 s

O'h S	s

I LS
EA

s	47!.◄7 s	.C.78.47
s	7.333.-49 $	7,333.49

0,00 $
0.0D S

s

-

S

0	0% S	s	-

.

0	0-.6 $	s

5350.62	ctlo t
5105.53	OtJ1 &. As:lults

1 LS
1 LS

s	S.507.-40
s	1,aa,.00

$	5 507.-40
$	1.1184.00

S	.
0.50 $	942.00

0,00 S	.
0.00 S	-.

0
0.5

o, $
50')!. $

s

.

942.CO s

"5 .. 0

:03 -Pond17and tntraSttUCNte Subtot:11

Is	sa,1n.21

s	18..518.DO	s	I

32'1, S

18,518.00 s

36000 CD'.PHASE 18
36001  C04- PHASE 1B - GENERAL CONOtTtoNS

ii'

5105.54 Ge"er.ilCer.ditions

1 LS

s	50322..M s

o.sa s

25,161.'42

0.20 S	10,QM..57	0.7

70'1, S

35.225.59 s	.

5105.55 Mobilizatlcn
S105.S6 Geo?e-ehnical T&Stitl!'!
""'

1 LS
1 LS

s	3,597.15 $
s	27,98,4.00 s

S
0.50 S

.16

S

.

o.oo s

I
I	0.5

100% S
50% S

3,697.16 s	.
13,992.00 s

m

36990

C04- Phis.18- Geontral CondibOn Subrotal

s	82,01M,00

s	!2.sso.sa

s	10,K,U:7 I

I

.

I

,s,r; s

52 915.15 s

37000  C04- PHASE 18 -EROSION CONTROL

33 EA

s	102.00 $	3 366.00	0.00 S	-

S

. I	0

O'h $

.	s	.

5130.14

Jr?r...ort Flll- BuilCtffc Pa

ots. ROW,&CommonA..-eas

11 EA
31 AC

s	387.00 s	4 257.00
s	2 693.08 s	83 485."48

,,.oo s
C.00 S

?'7.00

S

.

-

S

I	11
0

100%, S
0-.4 s

4.257.00 s	.
s	.

na :lack of Curb

900 !i,'(

s	2.9. s	2. 6.00

S	.

o.oo s	.

0	0% $	s	-

1314 SY

s	2.94 s	3 !63.16	0.00 S	.

131'.00 S	3 !63..16	131"

100% S

3.863.16 s	.

5105.63 Com:ncn Area Sod
s,os.	Trtt ?ro1e ionInstallation

9800 SY
500 LF

s	2.94 s	28,812.00
s	2.82 s	1.4 0.00

0,00 S

:m

SOD.DO S

1., 0.00

S
S	.

0

15057

i00% S

500

0% $
100o/, S

s

s

t,,,410,00 s

5105.65 Erosion Co tm.l P./.ai:itenance

LS

s	2◄,306..02 s	24,308.02

0.45 S

10.939.61

S

0.,s

S% S

10.938.51 s	-

37"0
38000

C04.Phas..18 • ErosJOn Control Subtotal	I
C04 • PHASE 18 • EARTHWORK

s	152,147.56

$	11,605.61

s	3.863.15

13% S

zo.,u.n s
•

5105.65 t"To:,	&Fdl

37362 CY

s	3.32 s	12(,0,41.84

37362.00 S	12.;..o.1.e,

0,00 $	.

37362

100% $

124.0(1.&4  s	.

510S.67 Onsi'!e
5105.68 Onsl!e

Cutt Flll
Cut & Al - PoM Exea\'.ltion

6<80S CY

15057 CY

4980( CY

s	0.90 s	S8.32<.50

s	11.28 s

s	3.78 s	1B8 2$9.12

5<805.00 S	58.324..50

1 57.00 S

,,49804.00 S	188.259.12

S

S

0,00 S	..

6'805
•9804

100% s
100% S

58,324.50 s	.
s	.

5130.13 '"''"""	Balance

5278! CY

s	11.29 s	595,976.52

52788.00 S

595.976.52

S	.

52788	100% S	s	.

5130.15 E.x:>ort Unsuitab!es

320!3 CY

s	22.•2 s

19061.00 S

o.co s

190611	59% S	$

5105,59 Fme Gr3dlnq Lots

61209 !i,'(

s	0.76 $

46100,00 S

Sta9.OO S	3682.&4	51209	8.4% s	38.918.s.4 s

5105.7  Ft:1e Gr.t:!ina - Ponds & OoenS1".13::CS

1331.C SY

s	0.75 s	1O.11!.M

0,00 S

13314.00 $	10 118.64	1331-41  100% S	10.118.64 s

5105.71 Ane Gra i:"lo • Road

14220 !i,'(

s	0.,2 s	5,972.40

0,00 5

S	.

01	0% $	.	s	.

5105.72 Ane- Gr.1d1na - Shoulders

33228 SY

s	0.76 s	2S253.28

D.00 S

S	.

0	0% S	- s	.

-

5105.73 Gr.a.dine Lavo!.rt & Asbuil1s	1 lS	s	26,328.00 s	26,328.00	D.75 S	19.7'6.00	0.00 S	0.75	75'1, S	19.746.00 s

ITEM NO. 38990

DESCRIPTION
C04 - Phue 18 - Eanhwork Subtotal

PLANNED
QUANTITY

U>IT

UNIT PRICE

CONTRACT AMOUNT
s  1,969,936.96 I

PREVIOUS
QUANTITY	TOTAL
s 1,618,57-4..56

CURRENT
QUANTITY	TOTAL
$	1,.001..ca

JOB TO DATE
QUANTITY	%COMP	TOTAL
03%$ 1,&31.576.CM s

StoBiU a Stort-d

39000 co,-PHASE 1B-SAIIIITARY SEWER

L¥.t Station

1 LS

s	J.98,280.63  s	398.280.53

C.00 S

0.0D $	-

0	0% S	-  s	-

1 a· S;::}H-25 ?VC - C/6

294 Lf

s	23.27 s	6.8'1.38

S

0,00 S

0	0% S	-  s	-

2 II'"SOR-26 PVC• 618

779 LF

s	2.t;.3l s	18.953.07

S

S	.

0	0% S	.	s	.

.

11'" SOR-26 PVC. 8110

1301 LF

s	25.45 S	33.,10.45

83.00 S	2,112.35

S

83	6% S	2,112.35 s	.

8"SOR-26 PVC - 10/12
5 s· soR-26 PVc-12-1,

892 Lf
753Lf

s	28.59 S	25

..

s

$	17

s
$

s	37.56 S	28

S

!0.00 S	3 !!U.20

S	-

S

.

D.00 S	-

O.QO S
S

- I	0
0

.

S

0	0% s

23% S	3,891.20 s	.

0	O½ s

-  s

.

.

s s

s	16.6'6.83

.

.OJS
-618

4 EA
3 EA

s
s

2.00 S	U27.n
0,00 S

s
s

4 EA

0.0D S

25% S	4.951.66 s

.-soR-26 PVC-1.. 16

5

- !/10
-10/12

-12/14

-14/15
&-10

•

14.15

556	s.-s.rv1ce

L:ivout&ASbt.lita

354 LF

2 EA SEA

1 EA
1 EA

1 EA
1 EA

70 EA

4035 Lf
1 LS

S	5,660.64

s	4,95T.65

s
s	16 961

s	14.99!.56
s	16 961.79

s	4.25 s	17 143.75

s	736.57

s	51,559.90

s	14,723.67 s	1.t;,nl.67

0.0D S
0.00 $

S
S

S

S
S

S	-
S	-

.

S
S

.

-

0.0D S
S	-

-

-

.-

S	-

S	-
Q,00 S

80

O¾ s
0% S

2
0

50% S	1.s21.n
0% S

1

•

-

1.00 $	4 951..55

.-

s
5

,5. "

5	6 S11.75
$	5 038.87

0
0

0% 5
0% S

.

s
s

Reeelvln!:!M:mM!e

S	-
0,00 S

0
0

Oo/, s
0% S

s	.
s

0

0% S	.

s	38.721.27

0	o•.-.1 s	.	s
0	0% S	.	s

532 .5

1 LS

s	5 45" ..t;2 s	s. .42

0.00 S	.-

S	-

0	0% $	-	s

5325.6

Oewaterina

1 LS

s	5!.Bl2.94 s	5U12.94

S	.

S	.

0	0% S

.- s	.

5325.61
39880

40000

To:, Adll:Stment
C04 - Phase 1B • Sanitarv Snm- Subtotal

CQ.4.•Pt-fASE 18-FORCE MAEN

22EA

s	617.'-2

s

s	13.583.24
s	103 11.13
s

S
s	UM2.92

s

s	.

0.00 s
s

s

0	0% s
2% s	18,412.92

S

0	O'k S

s

s	.

s

0

0% s

s	55.370.10

5335.48 Connect 10 Exis:tino Forte Main

I LS

2.826.51

2.826.51

0.00	.

0.00

0	0%	s

II

~··· ---·-·

s	1.050.40

.

s	429.69

s	3,007.S3

o.oc s

3 EA

0.00 $

4 EA

s	406.l!

s	1 625.52

0.00 $

5335.49 4·0R.-1e PVC Force Main

2000 Lf

3 EA

s	12.47

s	24 9(0.00

$	31S1.20

0.00 s	.

S	..

0	0% S	. Is	13.59 .80

7 EA

s	,,0.11  $	1232.13

S

D

41000

nQS

o1vC ar.d U.1u1holc
C	18 - Foret &.'\ltn Subtotal

C04 - PHASE 18 - WATER SYSTEM

2000 LF

1 LS

1 LS

1 EA

s	13-219.62

$	13 22.9.62

m

s	15,-<2.S.54 s

s	53,962.21

S

a.co s

s

S

.-

.

S

S	-
s
.

0	ll"-S	.

s

S

.

0	O¾ s	.

s	.

0,00 S

.

I	0	l>'S S	.

s

23 EA

s	'-01.48 s

0.00 $

S

I	0	O¾ s	.

s	.

s	t.40 s

0.0D S

0.00 S	I	0	()<;Ii s	.

s	6 .:76.82

s

S

0	0'iS s	-

0	o . s	.
0% S	.

s

s

s	.

s
s	13.599.81'.I

5330.66 Connect to Exisfuo W.1tMlin

1 LS

s	J 107.70 s	3 107.70

1.00 s	3.107.70

S

I	100% S	3.107.70 s	-

5"30.67  8'"DR-18 W111ertme

2822Lf

s	26.52 s	74 83 .44

965.00 s	25.591..80

S

9651	34% $	25.591.80 $	-

5330.6!  6. CR-1!!1Watc:f:nc

140 LF

$	24.31  s	3.◄0J.<O

0.00 s

a.co s

01	0%1S	s	.

i1

5330.159 ,. DR-18 Watertine

80 LF

s	22.M s	1.827.20

0,00 s	.

O.DO S	.

01	01'. S	s	.

5330.7

I

5330.71
533D.n

2· SCH 80 PVC Watertlne

I

a-Gate Valve

1!6 LF
6 EA I EA

s	9..33 s
$	2 704.42 s
s	3,251.59 $

s
3.00 s	8.113.26
0.00 s

S
S
0.00 $

01	0% S	.  s

.

.

31	50% S	8,113.26 s
0	01'. S	s

2 EA
5 EA

s	1,270.!6 $
s	404.EO $	2.023.00

0.00 s	-

.

0.00 s	.

S

.

S

0	0% S	.  s	.

.

Q	0% S	s	-

10 EA

s	,02.03  $	4.020.30

0.00 s

S	.

0	0% s	s

•

21 EA

$	399.lSI s	8-.172.9

,.oo s	389..HI

0.00 $	.

1	5% S	32.9.la s

I EA
I EA

s	297.92
s	229.39

$	237.92
s	229..39

o.oa s
0.00 S	.-

D.00 S
S

0	0% S	-  s

.

.

0	0% S	s

5330,79

3 EA

s	225.81 $	677 .• 3

S	.

S	.

0	0% S

.	s	.

EA

s	225.ll  s	901.32

S

0.00 $	.

0	0% S	s	.

2" 22. Send

SEA

s	Ti.70 s	388.50

S

S

,0	0% S	s	.

a·ree

5 EA

s	603.62 s	301B.iO

1.00 S	503.52

0.00 $	-

20o/, S	603.62 s	.

e x S- Reducer

EA

s	398.17 $	3SB.17

0.00 $	.

S	.

0	O'½ S	-  s	-

8" x,. Reducer
5330.85 4" x 2· Reducer

EA
2EA

s	325.00 s	650.00
s	175.89 $

S
S

S

.

o.oc s	.

0	QS,, s	.  s
0	0% s	.	s

5330.B6
5330.87

Fire HVCrant Asset!O!Jes

EA
EA

$	5 265.83 s
s	1,385.0  s

21ii

0,00 S
S

S

.

.

0.00 $	.

0	0% s	-	$	.

.

0	0% S	$

Sl30.88 S330.89

SinaJe W:ster	- Short
S2"in- 01e Water	LonQ

2! EA
28 EA

s	556.00
s	657.64

s	1 568.(10
s	18,4t3.92

S
S

S

-

S

0	03/, S	s	-

.

0	01'. S	s	-

5330.9  Water Se. :	Staticn

1 EA

s	1680.04

s	1 680.04

S

0.00 S	.-

0	0% S	.	s	.

5330.91 Te.sti"°'o and

3228 LF

s	1.34 s	4.325.52

S

S	.

0	0% S	s	-

5330.92 W l!f LiNOUt t, Asb-Jih$

I LS

s	2 797.24 s	2 797.24

S

a.co s	.

0% S	s

5330.93 Conrtict Crossinc

LS

s	9.e83.86 s	&.B83.88

S

S

0	0% s	s

-

ITEM
NO.
c19,o

DESCRIPTION
COi ·Phau1e-wa r	SublOlal

PLANNED QUANTITY

UNIT

UNIT
PRICE

CONTRACT AMOUNT
s	207.33).93

PREVIOUS
QUANTITY	TOTAL
s	l7.BOS.57

CURRENT QUANTITY	s TOTAL .

JOB TO DATE QUANTITY	%COMP	TOTAL
,.,. s	37,IOS.57 s
I

s to Bin
as Stored

42000

C04 •PHASE 18-WATER REUSE SYSTEM
Conl".ect to Exlstl1Q'

I LS

s	2,795.69 s	2.795.69

S

0.00 $

0	0% S	.  s

8"' PVC- OR18 Reu ine

92. LF

s	25.69

s	79.732.96

S	.

S	.

0	0% S

.. s	63,900.65

4" PVC..OR1!I Re!.lseline e"GateValve-

165 l.F
9 EA

s	13.46 s	2.220.90
$	242UO s	21 854.60

S
S	.

S
S

D	0% $

s

.

0% S	s

<"GatoV•lve

EA

s	1.034.13  s	1.034.13

0.00 $

S

0	0% S	.	s	.

153.45.59 ..

EA

$	435.42 $	870.84

S

D.00 S

0	O½ S	.	s	.

.

I

.	.
8"
5345.64  .

4 EA
9 EA
13 EA
1 EA

s	404.80 s
s	402.03 $
$	3!9.19 s
s	229.39 s

1 618.40

S
0.00 $
S
S

S	.

.

S
0.00 s

.

s

0.00 s	.

0	0% S

.

.

0	O½ S	s

$

0	o,- s
0	0',1, s	.	s

53-45.65

2 EA

$	225.§15 $

c.co s	.

o.ao s	.

01	03/, S	.	s	.

11

5345.66 a·ree
5345.67 a· ,c 4· Reducer

5 EA
2 EA

s	603.62 s
s	308.30 s

616.60

S
S

0.00 s	.

.

.

.

s	.

0	0•4 5	s
01	0% S	s

-	,lr.o	nt
Water Reuse Serviee- Shor: Waler Reuse Service - Lena

5 EA
26 EA
25 EA

s	1,533.14 s	7 665.70
$	583.91 $	15.181.66
$	66-4.10 s	16602.50

S
S
S

S
o.oo s
S	.

0	0% S	s

.

0	0% 5	s
0	0% $	$

3460 lf	s	$

S	.

0.00 $	.

0	0% S	.	$	.

.

.&Mbuil"
d Cross:r'tQ.£
Phase 18-Watcr Reu S'{Sleffl Subtotal

'3000

C04 -PHASE 1B • STORM DRAINAGE 1B"RCP

24"RCP
30" RCP

3&·RCP

42"RCP
Sinole CurbInlet
tlanhole
T- -c•Contn,I SfNChJ

i

1 LS  s
LS	s

530 LF

1(l.(9 Lr
LF

624 l.F

s
s

s	37,80 s	20,034.00

s	53.20 s	55.805.BO
s	78. $	120.112.20

S
S

.

s	201,7".92

0.00 5

.

S
s

S	..

.

S
S	.

.

s

0	0% 5
0	0% S

0% S	.

S

0

o• s	.

s

S
S

.

D 0

o•k S
0% s

.

51.2	82% S	57.on..76

s

o•.4 s

s

.

.	s
s	6 .900.&S

s
s

.

5350.7

s	.

s	111.48 s	69.563.52

0
0
0
0

0% S	.
0% S
0% S

5350.71 18'"MES

EA

$	1.4-4S.60 s	2,893.20

512.00 S	57 on..1s

147 LF
23 EA
4 EA
1 EA

s	130.83 s	19.232.01
s	5.388.59 s	123,937.57
s	5.00B.O< s	20.032.16
s	3,1915.76 s	315-6.76

O.OQ S
o.o: s
S
S

s
s	.
s

S

S

.
.
.

S
S
S
S

S

O'h S	.	s	.

.

.

5350.72 l24"MES

1

5350.73 30'"MES

EA

◄ EA

51EA

s	2.138.HI s	2.138.1!

s	6,472.67 s	s,n.s1

s	2.073.02 s	10,365.10

o.oo s	.

4.00 $	49 426.2◄	0.00 S

S

S
S

0	o s	s	.

.

0% s

s	.

I	0	O'h S	.	s

.

•

36 au MES

s	1235&.50 s	49 4215,24

100% S	45;,◄26.24

s

6

PIP Weir CIUr\ini:& Video S' Underdn,ln
Stcrrn l..3VC:U1& Asb:.all::

1 EA
1l.S
780 LF
1 LS

s	19 844,94 s	19 844.94
s	26,717.40 s	26 717.40
$	27.40 s	21 372.00
s	18517.29 s	18617.29

S
0,00 S
S
S

5350.7< 42 MES

1 EA

S

S

.

I

0

5350.& To:,Adiu.wl'ler.t

27 EA

s	458.11 s	7

S

0.00 S	.

01	O¾ S	.	s

5350.81 Trend\ S:1fetv
5350.82 Oew!ittri.ia

1 J.S
1 LS

s	e sn.11 s	1
s	37 364.44 s	44

C.00 S
S

S

.
.

S
S
S
S

.
.
.

.

S

0	0% S	s

.

.

0
0
0
0

0% S	.
O¾ S
0,S S	.
0% S

s	.
s	.
s
$

01	Qt/. s	$	.

'3990
"4000

C04-Phue 1B•StormDrulaqe Subtotal

..

C04-PHASE 1B •ONSITEROADWAYS
	,., 

5710 l.F

s	'48.072..56

s	11.40 s	65.09-<.00

s	106.S0(.00

S

s
S	.
.

I	16% $	101,504.00 s
0	0% S	.	s

......1 :	-.,

758 SY'

s	47.88  s	36,293.0C

S	.

S	.

0	0% S	.	s	.

44	....

W mino

14 EA
9676 SY

s	1.020.00 s	14.280.00
s	6.97 s	67.441.72

S

.

S	.

S

.

0.00 S	.

0	0% S

5

0	0% S	.	s

.

9.S(1'1Lift

8407 SY
8<07 SY

s	10.28 s	1!6,◄23..96
s	7,07 s	S9 437.49

S
S	.

0.00 $
S	.

0	0% S	.	$	.
0	0% S	s

5145A7 1· A.sone!t T.,.	SP 9.5 (2nd I iN\

8407 SY

s	7.20 s	60.530.40

S

S

0	"" s	.	s

5145.48  • naae
5145.49 Stti00i."\0

1 LS
1 l.S

s	22.636.20
s	1.1,rn.oo

s	22,636.20
$	1,74'0.0D

S

.

0.00 s	.

S
S

0	0% s	s	.

.

0	0% $	s

5145.5 IRo;,	&AsbuUts
  "4990  rco.t • Ptlas.e 1B - Onsrta Roactwa\lS Subtotal

1 J.S

s	8.724.00  s	8.72◄.00
s	422,600.11

s
s	.

S
s

0	""s	.	s	.
0% S	s

45000  COS.DEDUCTION FOR IMPORT FILL I.IATERJAL
5130.16 RU$$eDRl):l!'II	All Oedud 5130.17 81::,cie Island fl'T'lnftn RI Oc-chi:! 5130.18 !Phase 18 lmoort Fill De-du<::
4$990 COS • Oeducdon for lmDOrt FIii terialSubtoDI
I
.. ooo !COS·	CTION FOR R/R UNSUITABLE HAULOFFllMPORl

.5,2 CY
·22028 CY
-423!-4 CY

s	8.07 s	f◄,13t.84l
s	S.07 s ,n.765.95\
s	8.07 s	rJ42,03S.8&\
s  1s2..,3ua1

-5t2.00 S	(4 131.B-4
·22028.00 S	1n.155.96
-42:!&4.00 $	□◄2,038.SS
s  1523,!36,61}

S
S
0.0D S
s

-512	,oo,. $	(.131.8(\ S

.

.

-22028	100 S ,n.155,95  s
-4238<	100% $  /342 038.88 s
100% $  1523,93USI S
I
I

5130.19 Sloelc	-l'tllmc>or.O uct
5130.2  Phase	Cl

-650 CV
-32083 CY

s	13.32 s	tc:i 190.80\
s	13.32 s  (◄27,345.551

-690.DO S	19 190.80
-32083.00 S  f-42,37 -45.56

0.00 S	I	-oSO	100% S	(9.190,80} S	.
0.00 S	I	-32083	1003/, S  '427,345.55 s	.

5130.21 IPh.as:e 2 Welland	:,onDeduct

-33275 CY

s	19.96 s	166< 169.001

-33275.00 S  166<,169.001	0.00 S	I	-33275	100'!'. S  166<.169.001 S	.

..

ITEM NO.

DESCRIPTION

PLANNED
QUANTITY

UMT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY.	TOTAL.

JOB TO DATE
QUANTITY	%COMP

$ to BIB
TOTAL	as Sto

"" COS.0.duC'bOn lor Uns.ulab Haul Off/tmport Subtotal

$  11.100,705.36)

s r,.,oo.1os.3&1	s

100% S (1,100,705.36) S

-47000  CO& - FENCE CHANGE ORDER

1 LS

s	10,160.43  $	10.160.43

1.00 S	0.160.43

S	.

1	100% s

10160.43 s	.

5135.01 Site P ;,and Stabal:::-..tlon
5135.02 Fenci-m \lro'i:t, Gates

1540 LF

s	,0.02  $	61.530.eO

15-40,00 $	61.530.eo

0.00 s

1540	100o/', s

61,630.&0 s	.

'7990

41000
48010

C06.Fence Chanae Order Sub I

C07 - DRAINAGE OEOUCTS
3o RCPQuad Run Oedud

-512 LF 4:A

s	71,791.23

s	111.,e  s	57 OTT.76
s	12 355.9• $	(49 423.76

s	71,791.23

-612.00 S	!iT,on.1s
.00 S	49,423.7

s

0,00 S	.
0.00 $	.

-512
..;

100% s

100% S
100% S

71,791.23 s

i

.
57iffl

415020

36"' QuadMES Oe-duc,

-176 LF

s	6-4.21 s	11.300.96

-176.00 S	11,300.96

Cl.DO S	.

-H6

100% S

,e030

24.CCK!b!e Rui,Deduct

-2 EA

s	3 462.18 s	6,924.36

-2..00 S	(6.92J..36

S

-2	100% S

5 924.36 S	.

,eo.o
'""'

24· COt:tlle MES Oe<tJct
C07 • Or:a1na- Deducts Subtotll

s  1124.726.84}

s  (12',72&.M	s	.

100% S

(12',726.8<) S

49000
<9005

C07 • ORAJNAGE ADOS
Cewaterin

1 LS

s	3004.8.16 s	30.048.16

S

S	.

0	0% S	.  s

,9010

60"	Run

512 LF

s	499.42

s	255,703.0.

S	.

S	.

0	0% 5

.	s	.

49020

60"	?IP He.a.ctN.!Hs

4 EA

s	40,56'0.07 s	1iS2.2,0.2a

S

0.00 .S	.

0	0% S	s

  49030 1,s·
49040
49050	nderStormOral..,
49060	StormOr.tin
49070		HuctNals baek to Quad MES 49oeo	un
49090

s

.

s

'99"'  I	ff\lQC Adds Subtotal

222 LF
2 EA

i

750 LF

I

s	1.955.21 s	Q-4.278.62
s	3,_102.56 s	68.205.12

•

s	21,.92 s	163,339.20
s	14.636.42	t.C.&35. 42
s	12.855.94 s	1?5711.8!3

m

s	111.4!  s	32 998.0!
s	12,355.94 s	24 71 t.8!
I  1,160,"48,92

222.00 S	434.278.62
S	.
260.00 S	55.579.20
iJO S	14 536.,2
-2.00 S	"5 711.88
296.DO S	32 998.08
CO S	24 711.!IS
s	536,7'2.32

.S
0.50 S	17.0$1.28
3'0.00 $	73.072.80
S
S
S
S
s	90.124.011 I

222
o.s
600
-'2
295
2

100% S
2.5% s
79% S
100¾ S
100% S
100% S
100% S
54% S

117·.62.281sS

.

.

s

129	S
s	.
s	.
2.C.71	S	.
&26,91&	S

50D00  C07 • SEWERCHANGES

50020  AddT  •A"Manhoi.10-12

50010  uctTvoe ·;..-Manhole 8-10

-2 EA

1 EA

s	3.763.86

-2.00 S	f7.527.72

S

I

S

I	0

S	.

S	..

0% s

10071 S

-2	100¼ S

tt.952.28 s	.

s	.

(7,527.72 s

$

Manhole: 14-16

1 EA

s

S

.

S	.

0

0% s

0030	A Manhole12-1"-

., EA

-1.00 s	,, 952..28

-1

Manhole 12-14
50060  Doduct!I" DR 26 8-10 Dee<>

50070
50080

Acd8" DR 2610-12 Dee Md 8" OR 2.S12-14 Oeeo

1 EA
-83 LF

138 LF
221 LF

s	... 2 s	4.059.96

s
s	5

S	t?,112.35

s	'Ul:,68 s	6.548.28

S	.

o.oo s
-al.OD S	n.112.3

.S

S	.

S	.
S	.

.

S	.

0	0% s

01	O¾ s
-a3	100% S

0	0% S

.  s	.

s	.
r2.112.35'i S

.	s	.

It

50090
50100

Ocdud.6" OR 26 14-16 Deel"> Adds·CR 26 1S.1B Otto

.SD LF 80LF

s	48.12 s	M,8,49,60
s	6Q.04 s	.C,603.20

-ao.oo s	M,e.!Sl.60

.

S

o.co s
S	.

-ao	100% S
0	014 S

r.\.849-.60 s

.

s

50990
S1000 51010

C07 ..Sewer Cha--sSub1otal

C07 • TRAILROADREGRADING
Tr2,1tRo:ad:PhiARear.3 0

1 LS

s	16.41&.U

s	-'.472,48 s	4.-cn.◄a

s	111,441.95)

1.00 s	◄.4n.,a

s

0.00 $	.

-112% S

1	100% S

(18,U1.9S s

4,472.49  s	.

51990 IC07 - Tr.aO Road Reoqde Subtotal

s	.&.A72AI

s	•••&r?.'8	s

100':<.I s

4,.(72..AI  s

$2000 52010

C07 - Bl.OCK lSL.ANO WATER REVtslON
CeMed le> Exbtin"' Water1ine CedUd

-1 LS

s	2.997.83 s	2.997.83

-t.00 S	t?.9&7..83

S

i

26 792.50 s

.

-1	100% S	r, 997..83 s	.

s	76.55  s	159.9!9.SIJ

52020

Connedlo Exi,stiftf'! Water1he Add

1 LS

s	3.531.69 s	3.5;1.69

S

0.001 S

0	0% S	s	.

52040

12" DR-18 W:lter",1.-,e Add

52050
52060

52030

e• OR-18 Water1ine Deduct

-965 lF

20SO lF

s	25.85 s	124,945.2$\	-95MO S	12◄.9<5.25

-3.00 S	f7 >94.98
2.00 S	12,714.98

:SS0.0D S	26 7S2.5D

S	.

-965

350

100% S

.

17% S

(24,945.25 s	.

f7,29<.981 S

52070
52080

t"1

S"Ga:eVaJt,e De-dud
12· Gate V.aJveAdd

12"	Add

-1 EA

-3 EA
4 EA

6 EA

s	,D-4.60 s

s	,  431.66
$	6,357.49

s	f7294.99
s	25,429

s	932.43 s

-1.00 S	140,4.60
2.00 S	1,66<1.85

S

S

S
S

S	.

-1	100% S

-3
2

100% S
50% S

2	33% S

1:1·714.99

52090
52100

s·
12•r Add

., EA
1 EA

s	603.61 s
$	1,81.a1  s	1

-\.00 S	603.61
1.00 S	1,487.87

S
S	.

-1	100"h S

.

.

1	100% S	1	S

52110

e·Cao Deduct

-2 EA

s	257.75 s
,.

-2.0D S	575.50

S	.

-2	100% S	s

52120

12·ca0Add

1 EA

s	583..69 $

,.co s	583.69

S	.

1	100'1', S	s

52140

52130

52150

52160
52170

52180

12" x 8" Cross A<:d

12"22.5 Bend Add

P:ess-JreTes:

out;,ndAsbui!t
Oe:mr.a :md Grubb!nci

Cc,verWater Main Block lsla!'ld

1 EA

5 EA

1600 LF

1 LS
1 LS

3180 CY

s	1 474.70 s

S

s	953.50 s	767.50

s	1.33 s

s	4,723.20 $
s	6 150.00 s

s	3.96 s

s	0.63 s
s	0.7.C s	3,700.00

S
S

.

I

1.00 S	1,474.70

2.00 S	1 907.00

S

1.00 S	•6 .2N0C

3180.00 S	1

.

S	.

.

0,00 S
S

.
.

S

3180	100% S	12.592.BO s

.

O.OD S

1	100% S	1 474.70 s

OY, s

s

.

1
1

2

0

100% S	4 723.20 s
100% $	6.150.00 s

.
.

52190
52200

i::nss Ois!L.'11:)ed
Seed urtted

5000 sv
S000 SY

S
0.00 s

.

0
0

Do/, s
0% s

s s

.

52990

C07 - BlockIsland'Wa1'-r Revision Subtotal

s	198,S.&1.72

s	33.469.13	s

17'1, S	33.469.13 s

53000
53005

COT• SANDRIDGE ROADREVISION
C:.se X P tch Reo:ilr Oeda..-C:S

-3 EA

s	23,96,3,.( s	71 890.:!8	...J.00 S	771 890.JS

S	.

-3	1003/, S	f71.890.38 s	.

S

40% S	1.907.00 s

5!010 O:recrional Onl	3 EA	s	24 824.13 s	73 872.39	0.00 S	0.00 S	0	0% s	s	.

?;,ge16of17

ITEM
NO.	
DESCRlPTION	PLANNED
QUANTITY	UNIT	UNIT
PRICE	CONTRACT
AMOI.J:IIT	PREVIOUS
QUANT1TY	TOTAL	CURRENT
QUANTlTY	TOTAL	JOB TO DATE
QUANT1TY	%COMP	TOTAL	$ to BiU
;is Stored	
53020
30
0	12"Ga e Val...e
OG.			1 EA
1 LS	s	5.960.96
s	49.200.00
s	1.96	s	6.960.llll
s	49.200.00
s	34 113.80	0.00 S	.
0.00 S	.
0.00 S
.	0.00 S
0.00 S	.
0.00 S	0
0
0	0%
0-4
0%	s	..
s
s	.
s	.	s	.
s
s
s	.	
			;.									
&0
0		
e:,bce		s	4.00	s	46 960.00	0.0:l S
.	0.00 S	0	0%	s	.	s	.	
				s	0.92	s	s.211.ec	0.00 S	.	0.00 S	0	0%	s	.		
				s	32.023.31	s	32 023.31	0.00 S	0.00 S	0	0%		s	
		,n,,.,.t!.ld		-1 LS	s	8 978.89	s	8 978.8,	.,.co s	8.978.89	0.00 S	.
.	-1	100o/. S	8.978.891	s	.	
		o FM Ceded	.100 LF	s	92.16	s	(9 216,00	-100,00 $	(9,216.00	0.00 S	-100	100% S	9,216.00	s	
		1d Re-vision Subtobil				$	158.256.99		s	(90.085.27)	s	.		..S7o/. S	(90,085.27) S		

	GRAND TOTAL				s 14,156.BTUS		s 7,6SD.S82.9S		s	203,199.25	I	56% $  7,!&4,482.24	s	296.509.11	
										I			

Paee17ofl7

,:..	,,., '	!"
,,

FERGUSON
WATERWORKS 9692 FLORIDA MINING BLVD W BUILDING #100
JACKSONVILLE, FL 32257

Please contact with Questions: 904-268-2551
.. B

ECElVED

 INVOICE NUMJ!ER	 ·TOTAL DUE	CUSTOMER	PAGE	
	1940306	 $46,572.69	59491	1 of 1	
PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO:

FEL-JACKSONVILLE WW-#149 PO BOX 100286
ATLANTA, GA 30384-0286

SHIP TO·

AJJOHNS INC

A J JOHNS INC	)
3225 ANNISTON ROAD ANABELLE ISLAND PH1A 21001- JACKSONVILLE, FL 32246

JUL 21 202@
A.J. JOHNS, INC.

1	2100-2182 SANDRIDGE RD ANABELLE ISLAND PHASE 1A GREEN COVE SPRINGS, FL 32043

SALESMAN

300

JOB NAME

ANABELLE ISLAND PHASE 1A

OICE DATE

07 /19/22

BATCH
10
107735D

r

SHIP		SELL	TAX CODE	CUSTOMER ORDER NUMBER WHSE.	WHSE,
149	149	FLOCAP	DRILL PIPE

. '.

160
150	'	0	·PED11B1640
SP-PED11P1650	16X40 DIPS DR11 HDPE PIPE BL STRIPE		C
C	0.00
B617.50	
120	120	PED11B1240	12X40 DIPS DR11 HOPE PIPE BL STRIPE	3600.000	0	4320,00	
4	0	ED11MJA16	16 DIPS PC200 DR11 MJ ADPT		EA	0.00	
4	4	IMJAPHDl16	16 HOPE DIPS IPS ACCY MJ PK W/GLND	248.000	EA	992.00	
2	2  PED11MJAST12
2	,,	2  06976030	12 DIPS PC200 DR11MJ ADPT
12 IPS / DIPS MJ ACCY KIT	368,000
165,000	EA
EA	732.00
330.00	

ORDEREI?_	SHIPPED

ITEM',_iuMBER

DESCRIPTION.	• I	UNIT PRICE

u,.,

AMOUNT

.,  150

16X60 DIPS SDR11 HOPE PUPLE STRIPE	I	5745,000

						

1640	1640  DR16GPP
400	400  DR18PPX
180	180  DR18PPP
80	80  DR18BPP
100	100 AX42250100
100	100  PED11B1650

4 0900 DR18 PVC GJ GREE PIPE
8 0900 DR18 PVC GJ PURP PIPE
4 0900 DR18 PVC GJ PURP PIPE
4 0900 DR18 PVC GJ BLUE PIPE
2X100 CTS 260 PSI NSF BLUE
16X50 DIPS DR11 HOPE PIPE BL STRIPE

INVOICE SUB-TOTAL

7.000	FT
24.000	FT
7.000	FT
7.000	FT
3.000	FT
5745.000	C

11480,00
9600,00
1260,00
560,00
300,00
6745,00

43936,50

TAX	Florida 6000 ¢ap Mel	2636.19

LEAD LAW W1NING: ITIS ILLEIAl TO INSTALL PROD CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH
US FEDERAL ROTHER APPLI ABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH 'NP IN THE D SCRIPTION ARE NOT L AD FREE AND CAN ONLY BEINSTALLED IN
NON-POTABL APPLICATIONS. UYER IS SOLELY RES ONSIBLE FOR PRODUCT SELECTION,

.Al

.'..Ir 1:,-;	7!:1-,1	I

'') .

,l	::,1.::oc?°l<ing for a more convenient way to pay your bill?

JS t
>r,o	(I	. ,'. ;
1 1	

'l\f°	j

Log in to Ferguson.com and request access to Online Bill Pay.

TERMS:	NET 10TH PROX	ORIGINAL INVOICE	TOTAL DUE	$46,572.69
All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, If lower. If Buyer falls to pay within terms, then In addition to other remedies, Buyer agrees to pay Seller all costs of collection, including reasonable attorney fees, Complete terms and conditions are available upon request or at https://www.ferguson.com/contenVwebslte-info/terms-of-sale,incorporated by reference, Seller may convert checks to ACH.
'Any reference to or incorporation of Executive Order 14042 and/or the EO-implementlng Federal clauses (FAR 52.223 -99 and/or DFARS 252.223-7999) is

FERGUSON®
WATERWORKS 9692 FLORIDA MINING BLVD W 'BUILDING #100
JACKSONVILLE, FL 32257

Please contact with Questions: 904-268-2551

 INVOICE NUMBER	 TOTAL DUE	CUSTOMER.	 PAGE	
	1940306-1	$5,100.	59491	1 of 1	
PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAVMENT AND REMIT TO:

FEL-JACKSONVILLE WW-#149 PO BOX 100286
ATLANTA, GA 30384-0286

'RECEIVED

JOHNS INC

•• SHIPTO:

AJJOHNS INC
3225 ANNISTON ROAD
ANABELLitJSLAN.9,}>H1A 21001-03 JACKSONVILLE, Fu/32246

...

(JGY2, '5i:I'
!}l)JI_! • G /!

SHIP WHSE.
149
b'RPER

SELL WHSE,
149

' • TAX CODE

I
I

CUSTOMER ORDER NUMBER

I
I

SALESMAN

I

JOB NAME

liNVOICEDATEI BATCH

FLOCAP

DRILL PIPE

300

I

ANABELLE ISLAND PHASE 1A

01122122 I 101161

10

: •

lus FEDERAL R OTH6 'MPLI . ilLE LAW INPOTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION

;; 1· ·1 ·;. ;-•;;·; ;1·A · ·; ;; ;

;	• • ;• •;;•.: oFREE0 INACCORDANCE WITH

:PRODUCTS W TH 'NP'fN,:tHED SCRIPTION ARE NOT L AD FREE AND CAN ONLY BEINSTALLED IN 1NON-POTABL APPLICA'l"IONS.' U.YERIS SOLELY RES ONSIBLE FOR PRODUCT SELECTION.

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Log} tojFerguson.com and request access to Online Bill Pay.

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TOTAL DUE	I

$s,100.12

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.JUL 2 5 2022
A.J. JOHNS, INC.

ro0-2182 SANDRIDGE RD 'ANABELLE ISLAND PHASE 1A GREEN COVE SPRINGS, FL 32043

ED	SHIPPED	ITEM NUMBER ' ',	DESCRIPTION	UNIT.PRICE I UM '1,•	AMOUNT	
40	40 PED11B1640	16X40 DIPS DR11 HOPE PIPE BL STRIPE	6655.000		C	3462.00	
4	2  PED11MJA16	16DIPS PC200 DR11 MJ ADPT	676.000		EA	1350.00	
	INVOICE SUB-TOTAL
TAX	Florida 5000	

4apMel	
4812.00

288.72	

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All'past due alnourits are s·ubje:ct to a service charge of 1.5% per month, or the maximum allowed by law, if lower. If Buyer falls to pay within terms, then In addition to oth'er remedies, Buyer agrees to pay Seller all costs of collection, Including reasonable attorney fees. Complete terms and conditions are available upon request or at https://www.ferguson.com/contenVwebslte-lnfo/terms-of-sale, Incorporated by reference. Seller may convert checks to ACH.
'Any reference to or incorporation of Executive Order 14042 and/or the EO-lmplementlng Federal clauses (FAR 52.223 -99 and/or DFARS 252.223-7999) Is

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February I, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 15

Name of Payee: Dunn & Associates, Inc.

Amount Payable: $338.75

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in "E ' above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby fu1iher certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fo1th above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such ce1tificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By: tj	l\h
\-Responsible Officer
Date:	5-ep r\	2..oz..--i..-

The undersigned Consulting Engineer hereby cetiifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.	

Consulting Enginee David M. Taylor, P.E.

DAI

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 22-512
Invoice Date: 7/15/2022
Due Date: 8/14/2022
Project: 2106-505-CDD
P.O. Number:

	Anabelle Island CDD		Hours	Rate	Amount	
Work description:				
Project work since 5/6/22 includes project discussions, change order				
review and agreement review, contractor pay application review and				
approval.				

Senior Engineer (P.E.)	
1.75	
170.00	
297.50	
Clerical	0.75	55.00	41.25	

Thank you for your business.	Total	$338.75	
Dunn & Associates, Inc.	Payment/Credit	$0.00	
}-
Vincent J. Dunn, P.E.	Balance Due	$338.75	
President

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February I, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 16

Name of Payee: KB Home Jacksonville LLC.

Amount Payable: $25,970.74

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in "E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby futther certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the prope1ty acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:
Responsible Officer

)

Date:	Se		2 to

:Za'?. "L_

The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specificationsfor the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consulting
David M. Taylor, P.E.

ANABELLE ISLAND CDD
TO BE REIMBURSE TO THE DEVELOPER FROM CONSTRACTION ACCOUNT

VENDOR	INVOCE #	$$	
Hopping Green & Sams	Inv # 121856 - Bond Validation - March 2021	$ 1,538.50	
Hopping Green & Sams	Inv # 122352 - Bond Validation - April 2021	$ 3,597.50	
Hopping Green & Sams	Inv # 123136 - Bond Validation - May 2021	$ 2,373.50	
Dunn & Associates, Inc.	Inv # 21-423 - Project work - 6/25/2021	$ 7,325.00	
KE Law Group, PPLC	Inv # 45 - Bond Validation - July 2021	$	397.50	
Hopping Green & Sams	Inv # 124300 - Bond Validation - June 2021	$ 6,018.00	
Hopping Green & Sams	Inv # 124299 - Project Construction - June 2021	$	91.50	
Hopping Green & Sams	Inv # 124941 - 2021 Bonds -March thru June 2021	$	659.00	
Hopping Green & Sams	Inv # 124913 - Bond Validation - July 2021	$ 1,650.00	
Dunn & Associates, Inc.	Inv # 21-488 - Project work 2106-505-CDD	$	480.00	
Dunn & Associates, Inc.	Inv # 21-539 - Project work 2106-505-CDD	$	495.00	
KE Law Group, PPLC	Inv # 322 - Bond Validation - September 2021	$	107.74	
Dunn & Associates, Inc.	Inv # 21-658 - Project work 2106-505-CDD	$	572.50	
Dunn & Associates, Inc.	Inv # 22-161 - Project work 2106-505-CDD	$	665.00	
	TOTAL	$ 25,970.74	
	PLEASE MAKE CHECK PAYABLE TO:
KB HOMES Jacksonville
10475 Fortune Parkway, Ste 100
Jacksonville, FL 32256		

Hopping Green E,1 Sams
Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.0. Box 6526
TaUahassee, FL 32314
850.222.7500

Anabelle Island CDD
c/o Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, FL 32092

April 21, 2021

Bill Number 121856 Billed through 03/31/2021

Bond Validation
AICDD	00104	JLK

FOR PROFESSIONAL SERVICES RENDERED
03/01/21	JLG	Draft bond validation complaint.

1.80 hrs

03/07/21	JLK

03/19/21	JLK

03/30/21	JLK

03/31/21	JLK

Review engineers report and transmit comments on same.

Finalize review of validation engineers report; confer with bond counsel and procure proposal on same.

Anabelle Island validation - Review engineer's report updates; update cost table; conference call regarding validation options and confer with MBS and GMS on same; begin review of validation resolution and assessment resolution.

Review bond resolution; review MT!; review engineers report updates; conference call with Perry on methodology.

0.80 hrs

0.60 hrs

1.20 hrs

1.50 hrs

Total fees for this matter	$1,538.50

MATTER SUMMARY

Gillis, Jennifer L. - Paralegal		1.80 hrs	160	/hr	$288.00	
Kilinski, Jennifer L.		4.10 hrs	305	/hr	$1,250.50	
	TOTAL FEES				$1,538.50	

TOTAL CHARGES FOR THIS MATTER	$1,53B.50

BILLING SUMMARY

Gillis, Jennifer L. - Paralegal	1.80 hrs	160	/hr	$288.00	
Kilinski, Jennifer L.	4.10 hrs	305	/hr	$1,250.50	
TOTAL FEES				$1,538.50	
TOTAL CHARGES FOR THIS BILL				
$1,53B.50	

Bond Valldation	Bill No. 121856	Page 2

Please include the bill number with your payment.

Hopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.O. Box 6526
Tallahassee, FL 32314
850.222.7500
================================= STATEMENT  =================================

Anabelle Island CDD
c/o Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, FL 32092

May 20, 2021

RECEIVED
AY 2 5 2021

Bill Number 122352 Billed through 04/30/2021

(tf}

Bond Validation AICDD	00104

JLK

,	510, fl'j ']Ij

FOR PROFESSIONAL SERVICES RENDERED
04/04/21	JLK	Review/edit master assessment methodology and tables and transmit edits to same.	0.80 hrs	
04/05/21	JLK	Begin draft validation outline; review master methodology and engineers report	1.30 hrs	
		for edits; review bond resolution.		
04/07/21	LMG	Compile background information on district and draft validation complaint.	0.90 hrs	
04/14/21	JLK	Review notices; begin review of complaint; confer regarding methodology	0.60 hrs	
		updated/edits.		
04/15/21	JLK	Begin review of validation complaint; review updated methodology.	0.40 hrs	
04/18/21	JLK	Review and update validation complaint and exhibits and transmit to bond counsel and underwriter for final sign off.	0.90 hrs	
04/20/21	JLK	Review complaint; provide comments to same; confer with bond counsel on	1.80 hrs	
		same.		
04/20/21	LMG	Finalize validation complaint and coordinate filing.	0.30 hrs	
04/21/21	LMG	Review updated assessment methodology report; revise validation complaint	0.80 hrs	
		accordingly, and coordinate filing.		
04/21/21	JLK	Review/edit and file validation complaint; update resolutions related to same; confer with staff regarding validation timeline, outstanding items and related	1.10 hrs	
		matters.		
04/21/21	KEM	File validation complaint.	0.70 hrs	
04/21/21	JLG	Confer with staff regarding validation complaint and replacement exhibits;	1.00 hrs	
		prepare edits to complaint and compile with revised exhibits; finalize and file		
		complaint.		
04/27/21	LMG	Prepare draft acknowledgment of service and verify filing status of complaint.	0.40 hrs	
04/28/21	JLK	Review ASA and judge assignment correspondence and confer with Gentry on	0.30 hrs	
		same.		

Bond Validation	Bill No. 122352	Page 2
-------------------==-====---------------======-----================-------------------

04/28/21	LMG	Prepare draft answer and send same and acknowledgment of service to ASA for consideration; confer with Gillis regarding next steps; research judge's hearing procedures.	1.10 hrs	
04/28/21	JLG	Follow up on complaint filing and judge/ASA assignment; confer with staff regarding same.	0.30 hrs	
04/29/21	JLK	Review answer from ASA and confer with judicial staff on same.	0.40 hrs	
04/30/21	JLG	Receipt and review of acknowledgment of service and answer of State of Florida.	0.20 hrs	
Total fees for this matter	$3,597.50

MATTER SUMMARY

Gillis, Jennifer L. - Paralegal		1.50 hrs	160	/hr	$240.00	
Kilinski, Jennifer L.		7.60 hrs	305	/hr	$2,318.00	
Ibarra, Katherine E. - Paralegal		0.70 hrs	160	/hr	$112.00	
Gentry, Lauren M.		3.50 hrs	265	/hr	$927.50	
	TOTAL FEES				$3,597.50	
					·------------	

TOTAL CHARGES FOR THIS MATTER

$3,597.50

BILLING SUMMARY

Gillis, Jennifer L. - Paralegal	1.50 hrs	160	/hr	$240.00	
Kilinski, Jennifer L.	7.60 hrs	305	/hr	$2,318.00	
Ibarra, Katherine E. - Paralegal	0.70 hrs	160	/hr	$112.00	
Gentry, Lauren M.	3.50 hrs	265	/hr	$927.50	

TOTAL FEES

TOTAL CHARGES FOR THIS BILL

$3,597.50
·-------------
$3,597.50

Please include the bill number with your payment.

Hopping Green & Sams
Attorneys and Counselors
119 S. Monroe Street, Ste. 300
P.O. Box 6526
Tallahassee, FL 32314
850.222.7500
================================= STATEMENT =================================
June 18, 2021

Anabelle Island CDD
c/o Governmental Management Services, LLC 475 West Town Place, Suite 114
St. Augustine, FL 32092

IVErilill Number 123136
RECE	1lilied through 05/31/2021
.Ill \ 1 g ?0?1

Bond Validation
AICDD	00104	JLK

FOR PROFESSIONAL SERVICES RENDERED
05/04/21	LMG	Prepare memorandum of law and notice and order to show cause.

0.80 hrs

05/07/21	JLK

05/07/21	LMG

05/10/21	JLK

05/10/21	LMG
05/10/21	JLG

05/11/21	JLK

05/12/21	JLG

05/17/21	JLK

05/17/21	LMG

05/17/21	JLG

05/18/21	JLG

05/19/21	LMG

05/19/21	KEM

05/19/21	JLG

Confer with JA regarding hearing dates and options for same.

Review available hearing dates and confer with Gillis regarding same.

Confer with JA and team regarding revised hearing dates and transmit information on same.

Review possible hearing dates and coordinate hearing attendance. Confer with staff, JA and ASA regarding validation hearing.
Confer regarding hearing timelines, validation availability and notice requirements; transmit information on same.

Confer with staff regarding bond validation hearing scheduling; revise notice and order to show cause.

Review proposed order and related documentation correspondence; confer with staff on same.

Review cover letter to judge regarding submittal of proposed notice and order to show cause; review court's procedures for submittal of proposed orders.

Confer with staff regarding notice and order to show cause; prepare correspondence to ASA regarding same; draft letter to Judge Sharrit regarding same.

Confer with staff, ASA and JA regarding notice and order to show cause.

Receive and review filed notice and order to show cause; confer with Gillis on next steps.

Confer with newspaper regarding notice and order to show cause publication.

Receive and review notice and order to show cause signed by Judge Sharrit; confer with staff and Clay Today regarding publication and run dates; review ad

0.20 hrs

0.30 hrs

0.50 hrs

0.20 hrs

0.30 hrs

0.40 hrs

0.40 hrs

0.30 hrs

0.30 hrs

0.50 hrs

0.50 hrs

0.30 hrs

0.10 hrs

0.80 hrs

Bond Validation	Bill No. 123136	Page 2
-=--==-============-=-============-------===========------===============---===========
proof.

05/20/21	JLG

05/24/21	JLG

05/24/21	LMG

05/25/21	JLG

05/27/21	JLG

Confer with Clay Today regarding publication of notice and order to show cause.

Confer with JA regarding joint stipulation; review and prepare edits to prehearing memorandum of law.

Confer with Kilinski regarding status of assessment proceedings, budget, and validation documents.

Dralt joint stipulation and certificates of district manager and trustee; confer with staff and district management staff regarding exhibits for joint stipulation.

Receive and review exhibits for joint stipulation and begin compiling; confer with staff regarding items still needed.

0.20 hrs

0.30 hrs

0.20 hrs

2.10 hrs

0.90 hrs

Total fees for this matter

DISBURSEMENTS
Filing Fee

Total disbursements for this matter

$1,959.50

414.00

$414.00

MATTER SUMMARY

Gillis, Jennifer L. - Paralegal	6.00 hrs	160 /hr	$960.00	
Kilinski, Jennifer L.	1.40 hrs	305 /hr	$427.00	
Ibarra, Katherine E. - Paralegal	0.10 hrs	160 /hr	$16.00	
Gentry, Lauren M.	2.10 hrs	265 /hr	$556.50	
TOTAL FEES			$1,959.50	
TOTAL DISBURSEMENTS			$414.00	
TOTAL CHARGES FOR THIS MATTER			$2,373.50	

BILLING SUMMARY

Gillis, Jennifer L. - Paralegal	6.00 hrs	160	/hr	$960.00	
Kilinski, Jennifer L.	1.40 hrs	305	/hr	$427.00	
Ibarra, Katherine E. - Paralegal	0.10 hrs	160	/hr	$16.00	
Gentry, Lauren M.	2.10 hrs	265	/hr	$556.50	
TOTAL FEES				$1,959.50	
TOTAL DISBURSEMENTS				$414.00	
TOTAL CHARGES FOR THIS BILL				$2,373.SO	

Please include the bill number with your payment.

DA

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 21-423
Invoice Date: 6/25/2021
Due Date:  7/25/2021
Project: 2106-505-CDD
P.O. Number:

Anabelle Island COD	Hours	Rate	Amount
Work description:

Project work since 1/21/21 includes project discussions, Engineers Report with exhibits preparation, Pre-filed Testimony preparation, virtual appearance at CDD meetings, conference call to discuss court hearing, sample testimony review and adjacent property access discussions.

Principal
Senior Engineer (P.E.) GADD Technician
Clerical	RECEIVED
JJN 2 5 2021

(9 ca)
$/(J, rt:{ //	

0.5
30.5
20
8			
		200.00	100.00
170.00	5,185.00
80.00	1,600.00
55.00	440.00	

Total	$7,325.00	
Payment/Credit	$0.00	
Balance Q.ie	$7,325.00	

Thank you for your business.
Dunn & Associates, Inc.
1-
Vincent J. Dunn, P.E.
President

G  A  O  U  P

P.O. Box 6386
Tallahassee, Florida 32314

INVOICE
Invoice# 45 Dale: 08/02/2021 Due On: 09/01/2021

Anabelle Island CDD
475 West Town Place Suite 114
St. Augustine, Florida 32092

AICDD-102

6	c&
( .1J O-lJ 1:SJ. 1,00

Bond Validation

Type	Date	Notes	Quantity	Rate	Total	
Service	07/26/2021	Prepare and file notice of change of attorney address and firm; update signature blocks on joint stipulation, proposed order, and pre-hearing memorandum of law.	1.20	$265.00	$318.00	
Service	07/27/2021	Review status of amended and restated notice and order to show cause; calendar new hearing date and circulate to bond validation team.	0.30	$265.00	$79.50	

Total	$397.50

Detailed Statement of Account

Current Invoice		
Invoice Number	Due On	Amount Due	Payments Received	Balance DUe	
45	09/01/2021	$397.50	$0.00	$397.50	
			Outstanding Balance	$397.50	
			Total Amount Outstanding	$397.50	

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

Page 1 of 1

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-475 \Vi;sl.T9WnPlii$1, SU.lt<a 11-4:
St. AlJgiJ,,tine, FL )2q92

July 31, 2021

RECEIVED

. B I NUTTil/ilt 12f]_OO
611/eif !lirougt, l)§tJQ/2021

Bond VaUdil\lo"
AICDD	00 04	JL!(
FOR PROFESSrQNAI, SE'RVlCEs·MNDERED
0 /Cl2,/21	JLG •	Cllnf,,,,-Wilh $ff  tegait//ng exhllli:'s for folnt.slfpalallon and ri!Vl.w sam.-.

OJO hrs

06/0!!/21	µ G

06/0!t/21.	JLG

06/09/il	JLG

06HD/21.	JLI(

ofi/rnm	LMG

06/lQ/}..t	iLG

06/! !/}.1	U G

0i;/1'1/21	jLG

06/15/21	11,/G

(>6/lS/21	JLG

llcvfew !fU 'and. ct nia(iager c.,ri,ilcates; ccnrer With Gii!IS re9,ml1119
pri,p;,ral!oii of lfre,tlmony.	• •
tOlir11111ll raff r,,g,mr,;ig ti;;tlmoqy and t tes,for jolntstipul-n;
!'e		Ipfolnt slipu\a\Jq/1; fln. l\u.l. and.i:llssemln•t'!c:ertiflcat,,s;confer wfi/1 -	• rd'ing:cetlili(;lllB; c<inf"er with JA r,,gardlng doaµJ/nes; wait t<!StfITlllflY for'i>eirv, Dame: Ti,viorond Mcbaci,i; l!egin <;Qrnpillnij e,hiblts for jo!nt ulauon.		•	•	•
c,,nre, w1u, sit;lf nnd	ma snt,iit,lf l'f9\lrding.em!l).'l> and C<!rtifica for )aints piJla a,,; droffa'dditional w!fflcares, <(lntil1Qe oxn!ll/lng exhibits ror Joint !lij)u.l;rtion.	• •

R View v.arious'valid _tlO:fl refated ·00q1rn.erit:s, torrespofli:l, rl , e . o,n'tf .oonrer
with.Gentry on same.

R.,eview and r<::1,1ise joint $_tipWation cf \lidence rld Jl- nd v.;ili ali_o.ll te,;iimony, coo;..- wl 1 dlslrlct l>lnd v.illdat!ori biain reg idin r<;paf'!tion rot hearing,
Oonrer with staff and drait certiffcates for llnar m_eiig minutris:o( May 11 an_d
tiraft h1ee.t:lng tnlnutes ufJuna:8 meetings; cont:lmr;:;:: o:impiltfi  I	.

ReVfe-\1 atltl teviSE; proposed jo!nt-:Si:lpuloti.m; carifi;r With Gillfs and !llSJ.1jd m·a ·i;igei'' _riig_iitdf g oul$1,Wlf1g documents; prepate-prcp05·ed rrna1 juc-gms,it; researa. 4;,i!,,fu court order gn COV l courtroom p,uce</ut¢..
Rei"..B\• - ncf r l, w htblts for iofnt silr.iu,atlon; c-0nter with t.?.lr and toiro.w up
on ddcunient$ !itID nes1¢; tOntfri.Qe rnrnpi!/ng t!,"ihibits for riling:
R iri_ew asse_ssITlent h,e--a·nng meeting tninut!."5_ arid provide: revl5:1on;;; follow up
-.•ith GUliS Ct::iJ? ng prepa _Uon·fQr v llda fori he- r1ng; attend ¥ol/d<1tion team pt€pqratiQn zoom m 2tlng; n_d revf$?d j9int,stlpqlnti{lr'11 proposed final
Jud rnetit, n·d·l1'i mn ·nquni fl11w LO AS.A TP.r !3pprovaL
Revii'.!W nnd pe-re ed.f lri June m_eeling minute,; c-OOrdinate court r€porter

o. om

- .30 t,r;,

VO hrs

1.00 hrs MO h,s
Z..30 hrs

2;50 hrs

2.!0hr,

,.eo hrs

3,10 hrs

Bood !<Iii "'	f!!lj Noc, 1>4:!00	2
==--==-,.."'"'-•i2tiD-l:::;.. =-----':"'7 -:-:'"'.'.""'!'='====--== •-===-""".=--'7:=.=c::::r.=====>;;;::,,·a	 "'¥"" ==--:·=
flir Viil1$1iQ!i li ll9i ,;t,p!ei Wl\ll	reii: rdJng paih r,g m	or fillVI	laWi tj)ii)pllefirii\l of a tiidublts; i;imlef Wltlf JA 1'<9ill'tffnil heallng, witnesses, JilQ ;,, ; •

0$/16/'ll	JLK

06/16/21. lt,jG
96/16/2i  JlG

06/ll!/2t	l),\G
O<i/IB/21,, 1lG

M/21/H	LMG

06/21/21	JLG

06f,3ll/2i	l.MG

ooiio/Z.l	JLG

CO!lferwi\b	$.li,rdtngJV:dges'Old ; onHor5<lrliEand tr. mft	o. fu
lnfQllTiilliofi,
qinr.:r with lirtiiajng ®Im art!Jng li119 v•lrdaUon lieai! .	0,7\1 nm
-0nrer wllti staff and final J<#,s\iJl!Jla\ibn.and ptelitanrig melM.rpni!urn of	MD hrs
law for Hllng; d( ll t$rihg <>Udlne d	rdingIllfliia1
)<idgniont.	•	•

g;rres)l!ini! with va!ldotloo team r®an:llrig ,qiei!uled vaiJd<\t!Qn hearing,	Mil hrs
O>nf r With urt feJ!<?r'IEr r. rdifl!l cl\m:!,!l li\lli; wrif<i with mM "WiHDlnlJ	11.Sll hrs
reschedullr,g C!fvalld.ilioil t,ean<>fi; re	no re and ord<!f io Sl!Qw .,,_us_,;;
R<!ll_le\11 arid l'Wl.<a lrln1'1i(iEtian<j i,!af'ld nol:lti ariil 1>1ll•r to .show -$id	I). ti
to ASA ft>< mvleW; re>ile)ir ai>_d revise o:rver !e!\l,r fur "'"J1"¥0"1<del,
Review amended and rest:at,,d notil!e-and ort!er to mow ca'!lsg aiili trimer witi1	O.SO h
staff tega,:ding sami:; rare·corres:pornlerice·w Ju®.e S/larrlt re!!W s.m•.	• •

Recelv., al)lf rev " final notlee and orderto:show c.au;e; il/QYil,ll! lm;Ifl!di ns•	0,20 on pobllartion.	•

iaonler with.st.itregarding am')ooed·and • teilOGtl<.e i!ll order to ho1v	0;70 h!'s cau;e; confe- with day Today regarding publito"!IOI\ of.same,		·.•

T1ll!Jl	(or this mattEr	$5,624.00
DISilURSJiMENJl
f.e!Ji,J Ad\'8'11,.;,me'm	394,DO
TQ\ I disbur,.rnentsfor tni. matter	nM.()I)

t,11\tTER SUMMARY

Gntis; J n[fur L • P<1ralega!
Kilff i,.lfhriifer L
Gentry; Laur,,rt M.	la;9(1 hrs.
J.40 iir,;
l!.7..0 hrs	160 /hr
305 ifir
265 /hr	$3,0?,4,tiO
$4i7,QO
$2,17:l.00	
TOTAL FEES
rorAL _DISBURSENENTS			$!i,621.W
f) .00
.	
tOT/1,L CHARGES FOR ntr.s MATTER			
$6, ls·.oo	
rll LUNG S\.I.MMARY

(i!nfs:·1 Jennffe-r L. : P.1ral al Xflfnr-1-'Jt Jennifer L,
c--er.C"y1 ti1.1reri M.

16.90 llr
J.'io hrs
B.20 hrs

HiD /hr
30, /hr
:!65 /l1r

iJ,0,1,00
$4 .oo
$2,173.00

va r:m	s.M;o, u•:ioo	]
.,,_:..::--- -•....-,....==----""• ----.-..,.....-.,.- ===-.,,..""""--i.:..=_-_-.,,..,,,.	 ,,,e-..,  .;_	 ,. .:...:.:......:....:.	,..-e.:::s.'e"=- ·

1'0TALFEe
iarALtiisBiJ/iSEMENT$

'tOTIU. CHARGES FOR ·THISl!ILL

Pre.ise lncl11de t.he blll number with your yment

f5;624,(JO
,t3,94,00
u,0111.00

Hoppj.n,g.,-,,C.,.r.f.e.-,'l_'i & Sams
11aS	L . -

T :M'"

·1t:0_S61e8;!(1

-"""'"'u:,;.a-==;;,;,..;;;,;c==.,.,===:a.=====  mTEMENT =.=.===;,==_== =c===-.-.	:..,::; ==. .=:=.-=.-=:=-

Anabellels!and.i:bO
c/o:G<Jvemrnental Manog<elllf!!'lt Services, llC
415 W...t:Town1'1""', S'ulle ll4
St Aug"5tine, EL 32092

July 31, 2021
REC'EIVED

tlill Number 12<1¢99
Billed infllUgh  M/30/Wl

l0l1.'Pn,jed C <Jll AltDD	0010·3	_jLf(
FOR Pil.llf§$Illl'fAL.SERl/lCES RENOEREP
06{04/il	Jul	i.Mfet wlth (>\:,ilct ineerre:gariling.reqi., forlnfonn _tiili, on • way
prtiJe<t;-and QP!f,,n re!¢,,id to ;\ran,mlt fnformn-t!orron !lllme.
"rQ\al leas ((Jr tnis"motb,r

Q,3{1 h

$91,SQ

MATTERSUMMAAY

irrnsk), Jenrtif,:,r L..

·TOTAi,. FEES	0:00 1\15	305 /hr	$91:.S0

$91,50	
TOTAL CHAl\(;ES FOR nus M_ATTEQ			$91,50	
BIUIHG SUMMARY				
.KIHnskl, Jehnffej' L.	0..30 h	Jjl'i /fir	f,ILSO	
TPTAL FUS			* 1.5"0	
TOTAL CHARGES FOR THI BILL			$!'.11:,50	

Plea"e include the bill num r with your p;,ymeot.

....°"""""'

-loµping Ore: n &Sarris­

lli$ t.!oM,,S""-lilo,i<Jll
P.O.e.:itta:!l
Jllit• '!i1i_ lµU

_  .. ,.....v -.=-...<_....,.4 _.... ,--	 .  ..---:- =----...2.d=:i   S"FA'TI;MEfff· ,..,-;+;ci--;-.,a;::.-,;;.;:::.:;::,:;;:;::-=--:==-=-=--=-=:.'.. .	:

Anabial/e '1$l;fnd COO
c/ :$vi; merib,IMw,agement: Servi=, UC:
47 W$t -i:-o,wn '	lte 1.14
•$t Augµstrrie, fl 32092

Al!9 30, 292.1

.BIii Numbei 12 9'11
BIiied ttiiliii11h Qjlt,W/2021

io i onds
Al I>	0010

_lLK

' U 2

FOR 1>11n""55T91111tL s!RIIICES RENDERED
03/tlJ/	JU(	Coiifur wltll l;J_ame reg1iiir'rng_prijj pnd ttansmit lnfQrll)a on an-same;
r,-;elve/tiajrnnlt propo;af; con(lir Willi 91'1!l<r ffi\iarijlng engini,er report edits,
Jl m- f?I,

0,70 hrs

iJJ/2.4/21	JU<

04/0<(21	JU(

04/01/Zl	_lLl(

06/11/tl	LMG

Revl\.'W R po.•.te:; an tt.ail5!]1lt i:equest for lrrfi:>rm;jlion on same;
tn  tcl'/ew l;Jf mastii AM; c9n(er with" !aJ!!li\ r o eil. nilmbersand tr.msmit
SrJP.1e.

Cori r Wi!h MB:; l"£ililrdin!f5Ullli!i.ofj/  enl5,a,,nsltui;llon .Md financing
tlmellr. .
R --.1!ew--imdrev.ire notim QI' masten• e.nts;•!fun to dISbict_mariager fur
sigmturl;S

.0.20hrs

D,60 hrs

MO h.-.

Qj(i hrs

Total r	for thla matte,

%59_.oo.

MATTE'R  SUMMARY

Ki.lfnski, Jeirtiifer L
enlry, uran M,

TOTAL/'EES

1.90 hrt,·
Q.30 hrs

305· /hr 165 /hr

$,/9,50
P9.5()

$659,00

TOTALCti/lRGES FOil Tins MATT1:'R
BILUNG SUMMARY

Klllnski, Jennir.er L. Ger.l.Jy, Lauren M,

TOTAl.l'EES

1.90 hr
0.30 hr:;

3D5 /ht
7.65 /hr

$651.00

$579.50
$79.50

$659,00

TOTAL CHAF\GES fOR THtS DILL	(;50.00

Ji121 llood,	. W No; 12.ffi_l	I'¥.
g....,,..	 --	.•   ----- . :--=-:--..  -  .	-- .. '  . ----==--	 ,.._.  ,..,.. 	---
P(ejlSe include-the.bill num r wi  your payipent,

Hopping G_r cn,:,,San1s
_,,,,,
n"h"""S!i-,\.	'lO!l
,	P:D,,lloiijl,2!1
T•.n.:,J1 l;3t

a==---=---.=&- e - -:-:---:--7..::...·----"-'-·-·,,,;;,,,,·,a.  STATEl'-1Ef'ff .::..:----"'---=	- --- -"""",._,_,_=-"	'--'--"-

Anabelle Island OX)
r:Jo G11Vemmenh!I Mi!nageme11 Services;-Uc 4:z!> West TQW'n Pla.:e, S!Jltt, il4
St. •/l;l 32(192

Pond Valkliitkin
Alq)D	00104	JLK

Au  1, 20li

Iii.

, () 2

em Number u;iM

lrl •

. _,.Jljlled through W/3l{W2i

fOR PRQ'FESSION ALSEltllrt:a_RENDERED	.
07/lll/ll	!.MG'	M,	P.Ulill, iipmop\;,,IT<!"!;'! llml !>i,l(lr lo show (aw,;; review nd fl)V\""
h'!ianng <i\Jl11ne; pro'/i<le ln,S\rUc\llirisror u	Jiiint,;)it,ola\iQn of evfdiim:e,

0,,o hrs·

07/01/n	JLG

07/08{2J	!.MG

07/0ff(2.!	Jt,G

P7/09/21	I.MC,

07/09/21	JLG

U7/l3j21	JLG

07/16./21	UM,
07jJ6/21	JLG

07/19R,l	I.HG

07/19/2!	JLG

07/22/21	JL<,

AA"i;\> and frnar,i;, p;'OQf i,f Pilbli im mim dai'TQl!ay; a.mr wllh $ff
regardiM revlsli:>ns to Jwnt sHpulatiim """  to edullhg,:)Ftiellif119,
Rewiw o tlcns #Qr resche¢.ilin9 valrdal\DO hl!al,iti ; •o,iifi;i-w,'th .,,,, ix, m
r /iliriii ,i;im(i; Cl)O<di n t!Qn of pub!i oiffie,i,iing nail
RevJI!\ ciltreS!lQOdl!!Jm mim1A tdli19 f&helluUng valli!,ilian liaariri'g; conri;r wiih s!i!ff; ccpfi,r wm, Q•V T¢6V ill(iai'dlria c:ariolllaiimj of P1Jl1llciiilnn; prOj)ilre· nd • deda·nd ies\ated nm/c,,_'aliciiir er lo show caus/,,
Cal<l!lllar upoamo eafing.d;,te; reVi!"'rand revise ..,aii>d amendE<I and
t	notice arid ordei to Sfiow .'	-	•	• •	•

Rt:"lioW CQIT,iisl")MeMe rrom JA PM rnuniy allJ:>rney; o;,nTer wi\tr,lalfarnl re-,ise se ,,nd amtild,;d ilnd (eet;\e(I OOU<:<!,Hid ·oiilr.r !o sptiw caµse; dmfl letter to·Judge:Sharrtt re,;ardiog ,1>,pe..

Confur 'lvith 1'11ijfJd sta 6ttoJTI.t?y am:J trtlae sec()nd arrfeh c;;i find.r tec!
NOSC; eonfer with JA raga dlng sam
Review and fil:i:-s nd amended i:ind restated notkeiand or ,· to show cause-

·Remive .atid tC11iew serottd mended :and rest"?ited tiOSC; confer v,JU, ff	Qtl'd'
Qa, Today re,gar<lh19 publ,;a!Jun,	•	• •

Confirm stzilt1S.or publkatu:m of second amended notra'!·a1nd mdar In -show
cause.

Re(Jf,ve and re'1lew ad pr.oof For amended and restated NOSC arid confur wilh
Oa-{ foJay rc-;iarding eoii:s.

Corrtr:r: wilf, staff ar!d roordinalil. tr:ansfet' ot docum.::nts. to Kilins:.l<l at KE i...dw
-GroHP-

0.30 hr$

0,'SO h'1'

o. ""'

OAO hi}

o. o llrs

0.40 hrs

0.10 hrs
0.31) hrs,

0.20 hrs

o. o hf5

.90 Im,

T L-al fc-i5 l'cir this·ma.ttar

S.ltD>l.!10

Bond.V	'lli! No, ll4'1,\3	Pog<l1.
. ---. ;--;--- ..• ' -  .  '. ,  ..  - . -""':='  ..  -----:;,,;;=-=- . - .. ...,..,.._  .-.  - ..  - --:---:--  ----= --====
PISilVRS!:MEN'.t§
-	Ad\11litisement	416.00

TOia! diSb\JiSenll!!ltsfor th  rna11er	Wli,QD

MAT[ER S!JMMARY

GIII!s; .iii/mrei- L • Para!.
:Gentry, l.lluren M,

mrALFEES

4.'.'0 hts
2.00 tu,;

J60 {t)r

m-

1hr

7Q:1.oii
$SJ();OO

$1,234.00

TU'rAL_DiSBU m'$
TOTAL O!AAGES. FORTIUS MATTER
.QJLUNG SliMMARY

·Gm1s, J.ennlfer L,• Paia(eg I
-Ge{,i:fy, loUten M,
WTTIL.@ 1UTlll. DISllUI\SEMENB

TOT.AL CHARGES r-OR TtlI5 BlLL

4A0 HIS
l;OQ M'5

.\60 /hr
I&"s /hr

16.,00

$1100.oO

Fll4.oo.
$ [}.PQ
.$l,234,00
$416.{)0
$l,eso.oo

Please include t_he !Jill number with your payment

DAI

D.unn& Associates, Inc.
tiVIL ENGINEEm; /UJNOl'l./iN caas .
8 76aypine Ra.id, ifult 2(10 Jai:l< onvllleiFJorldo 3;1256
•• Plio!Hl. /ff04);i&:l'll91F,	i' i; /904}3 91'7 •

Invoice

:11111 To:
Ari_ab_elle ls.!lir:\d Coriimunil)' Dav qJsi,
475 W<isl Town P1;,:ci>, e	1111-
$1. AUgusjine, Floni/ii 32Q92
Attn: O slinl! KlJzmtlk

I'-ECEfVED
II, '

lnvoloa#, 2t-48a
rn,oloe Dat,,:-1111!1202.1 Pili D010; 9/512021
P J¥!: 2100 5--CDP

r-

P,Q, Nµnibor.

Anabelle Island CDD	tlilurll'	Rale	Amount

I	I

·Work<!escrfpllon:	----	I

ProJ!)(il	sin¢6i2!.i(41 ln udj,ii pri,Ject df S!l[Qns i!nd virtual
appeara.ni;e at CDP rilBiltings.

Senior Engln r (R.E.)
Cl rfciil

'Th.1mk yc,-u fOi- yQ.1..1r busrnes."3..
Dw111 & Ai,,; elates, In«.
7j,--.-f p . {2,.
Vfnoe t - OUnn, P.lc, Presldenl

2.	170.QOI

---	

---	

---  -----		
		Total
-·-·· ---	$480.00	
		Pi1y1MhUCredil	$0.00	
		S•lance D.!e	$460.00	

1	55.00

4iS-!lO
ss.oo

Al

Dunn &.Associates). Inc
alVic EN(llN.EERS I !:ANO l'L NNER .
8647 Ba:ir,ine Riiaci, $,u,1 200 J11Jnv1U , .FJoi1daJ22&;
Pl,1fllP.' (t04) 3!l:l':i!916	fiili; (QM] 363,89H

Invoice

Eli.lt·T ;
Anabelle faiarid C/Jmmunity Dev, !:list
..it!iW I1:o".'iJ Pia/,,!, $iil! 114
.Efl Au,91>$liri , flaridQ 321l(12
Altrl: Oksarr.i KigmuK

lnvoice•/1: 21-539
hWol<.& Pi!to, /:l/2021
noe Daiei 10l.l/:1Q21
ProJaplt 211J!i.5DS-C0D
P.O. Num1>9r; •	• •

,

	  An;,bello lst,uxl  COD		---- Hcfur:a	Ra!e
Work <1e,;i:'Hpllqn;
l>roJi¾'I WojK in 8/6121 in l.udeil proJecl di;,c\J cns.a!id virtual
PP'!;iri;lfl9' at CQO m lfn!)s,

Amount

$enli:lr Enginiji>J" (P./=.l
crenr;al

2.tii
o.sl
I

170.00
55.00

4S7.50
27.50

ll

'Thank }'OU fqr }'Cr'Jr. b1,:rstn s-s-: Dunn & A,,wcialeS; Inc. 74.,,..,,.,:t-· ;	O«. ••o
Vincent J, Dunn, PE
Prestd0nl

Total	S495:oo

i'•vm<>nl/Crodlt	so.oo
Balanee tuo	:;:495.0d

,.	A
C  Q  O  V  P

P.O. Box 6386
Tallahassee, Florida 32314

INVOICE
Invoice # 322 Date: 10/03/2021 Due On: 11/02/2021

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

General Counsel

1 RECEIVED OCT O 4 2021

Type	Date	Notes	Quantity	Rate	Total

Service	09/30/2021 Confer re: status of delegation resolution, PLOM and
ancillary financing documents; confer with MBS on same; update timeline	0.20	$305.00	$61.00	
	Subtotal	
$61.00	
AICDD-102			
Bond Validation			

Type	Date	Notes	
Quantity	Rate	
Total	
Service	09/09/2021 Receive, review, and file validation transcript.	0.30	$265.00	$79.50	
Service	09/16/2021 Confirm appeal status of validation judgment.	0.10	$265.00	$26.50	
Expense  09/28/2021 Printing: printing and binding	1.00	$1.74	$1.74	
	Subtotal	$107.74	
	
Total	
$168.74	

Detailed Statement of Account

Other Invoices

Invoice# 322 - 10/03/2021

Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
160	10/01/2021	$4,794.50	$0.00	$4,794.50	

Current Invoice					
Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
322	11/02/2021	$168.74	$0.00	$168.74	
			Outstanding Balance	$4,963.24	
			Total Amount Outstanding	$4,963.24	

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

.

;

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 21-658
Invoice Date: 12/3/2021
Due Date: 1/2/2022
Project: 2106-505-CDD
P.O. Number:

	Anabelle Island CDD		Hours	Rate	Amount	
Work description:				
Project work since 9/3/21 includes project discussions and virtual appearance at COD meeting.				
Senior Engineer (P.E.)	1.75	170.00	297.50	
Engineer (E.I.) & Senior Designer	2	110.00	220.00	
Clerical	1	55.00	55.00	

RECEIVED DECO 3 2021

Thank you for your business.
Dunn & Associates, Inc.
1-

Total	$572.50

Payment/Credit	$0.00

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 22-161
Invoice Date: 1/7/2022
Due Date: 2/6/2022
Project: 2106-505-CDD
P.O. Number:

Anabelle Island CDD	Hours	Rate	Amount
Work description:				
Project work since 12/3/21 includes project discussions, virtual appearance				
at COD meeting and updating Engineers Report.				

Senior Engineer (P.E.)	
3.75	
170.00	
637.50	
Clerical	0.5	55.00	27.50	

1  RECEIVED JAN 11	2022				

Thank you for your business.
Dunn & Associates, Inc.

j-

Total	$665.00

Payment/Credit	$0.00

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February 1, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 17

Name of Payee: Dunn & Associates, Inc.

Amount Payable: $323.75

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

l.		obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in HE" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further certifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fo1th above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fwther cettifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the prope1ty acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:  d	
Responsible Officer
Date:  Q_C."r	'S	ZC>Z7-

The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such repo1t has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.	

Consulting Engme David M. Taylor, P.E.

DA

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:
Anabelle Island Community Dev. Dist. 475 West Town Place, Suite 114
St. Augustine, Florida 32092 Attn: Oksana Kuzmuk

Invoice#: 22-616
Invoice Date: 9/30/2022
Due Date: 10/30/2022
Project: 2106-505-CDD
P.O. Number:

Anabelle Island COD	Hours	Rate	Amount	
Work description:				
Project work since 8/26/22 includes project discussions, contractor pay				
application review and approval.				

Senior Engineer (P.E.)	
1.5	
170.00	
255.00	
Clerical	1.25	55.00	68.75	

Thank you for your business.	Total	$323.75
Du-nn & Associates, Inc.
Payment/Credit	$0.00	

Vincent J. Dunn, P.E.	Balance Due	$323.75	
President			

,

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized te1ms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 18

Name of Payee: Dunn & Associates, Inc.

Amount Payable: $380.00

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account referenced in "E" above;

each disbursement set forth above was incmTed in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby fm1her ce11ifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fm1her ce11ifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such ce11ificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:  M..
Responsible Officer
Date: N 0v	l 5 1 '2.o -Z --t---

The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such repo11 has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulato1y Bodies , quired to approve them.	

Consulting Engmee David M. Taylor, P.E.

Al

Dunn & Associates, Inc.
CIVIL ENGINEERS/ LAND PLANNERS
8647 Baypine Road, Suite 200 Jacksonville, Florida 32256
Phone: (904) 363-8916	Fax: (904) 363-8917

Invoice

Bill To:	Invoice#:	22-680	
Anabelle Island Community Dev. Dist.	Invoice Date:	11/11/2022	
475 West Town Place, Suite 114	Due Date:	12/11/2022	
St. Augustine, Florida 32092	Project:	2106-505-CDD	

Attn: Oksana Kuzmuk

Work description:

P.O. Number:

Anabelle Island COD	Hours	Rate	Amount

Project work since 9/30/22 includes project discussions, contractor pay application review and approval.

Senior Engineer (P.E.) Clerical

1.75
1.5

170.00
55.00

297.50
82.50

Thank you for your business.	Total	$380.00
,Du-nn & Associates, Inc.	Payment/Credit	$0.00	

Vincent J. Dunn, P.E.	Balance Due	$380.00	
President			

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February I, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 19

Name of Payee: KE Law Group, PLLC

Amount Payable: $62.00

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incmTed by the District;

each disbursement set forth above is a proper charge against the Account
referenced in "E'' above;

each disbursement set fmth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and
the costs set forth in the requisition are reasonable.

The undersigned hereby further ce1tifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set fmth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further certifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such cettificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

-

By: bd		n_§	
'	Responsible Officer

Date:   O'-'	\.. I Zo'Z.--z_

The undersigned Consulting Engineer hereby ce1tifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the repott of the Consulting Engineer, as such repmt has been amended or modified; (ii) that the po1tion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consulting Engineer David M. Taylor, P.E.

£ L:.W
G  R  O  U  P

KE Law Group, PLLC

INVOICE
Invoice# 4810 Date: 11/13/2022 Due On: 12/13/2022

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-103

2021 Project Construction

Type	Professional Date

Notes

Quantity	Rate

Total

Service	JK

10/04/2022 Confer with David Taylor re: change orders for anabelle island

0.20  $310.00	$62.00

Total	$62.00

Detailed Statement of Account

Current Invoice

Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
4810	12/13/2022	$62.00	$0.00	$62.00	
			Outstanding Balance	$62.00	
			Total Amount Outstanding	$62.00	

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

Page 1 of 1

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT
Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February 1, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 20

Name of Payee: KE Law Group, PLLC

Amount Payable: $63.00

Purpose for which paid or incun-ed (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account referenced in "E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and
the costs set forth in the requisition are reasonable.

The undersigned hereby fmther ce1tifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby fmther ce1tifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the Dish·ict.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT
By: tJ\9_w-.L 0L	
Responsible Officer

1,

Date:	'6 \ '2  \  \ 	7,.0'2:::S

The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such report has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specificationsfor the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consu	
David M. Taylor, P.E.

KVI	INVOICE
Invoice# 6158

1(I1,JNSKI I VAN \\1YI(
Kilinski I Van Wyk, PLLC

Date: 03/15/2023 Due On: 04/14/2023

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-103

2021 Project Construction

Type	Professional Date	Notes	Quantity	Rate	Total

Service	JK	02/09/2023  Review project close out documentation
and confer with Taylor on same

0.20  $315.00	$63.00

 	 	

Total	$63.00

Detailed Statement of Account

Current Invoice		
Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
6158	04/14/2023	$63.00	$0.00	$63.00	
			
Outstanding Balance	$63.00	
			Total Amount Outstanding	$63.00	

Please make all amounts payable to: Kilinski I Van Wyk, PLLC Please pay within 30 days.

Page 1 of 1

SIXTH ORDER OF BUSINESS

Anabelle Island
Communlty Development DJ,trlct	Construction Funding Request #1
Sept,,mber20,202Z

Req,	PAYEE

14	A,J, Johns, Inc
Anabelle Island Phase lA- Invoice 21001-19 from B/26/22

$	227,236,BB

T,11lllt·Funill1111{\l'gl10Sl,	$	2.27,236,88

Please make check payable to:	Anobullc lslond COD
c/uGMS1.1,C
-I7S \Viri\ Town 111:m,
Sulk II-I

St. i\uguSUne i:t. J20'J2
Signature:	7/   <.	_:,_<'

ffi

Signature:	0_j--	,
Secreb.ry/Asst Secretary

REQUISITION - 2022 ACQUISITION AND CONSTRUCTION ACCOUNT

Anabelle Island Community Development District Clay County, Florida

U.S. Bank National Association, as Trustee Orlando, Florida

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONDS, SERIES 2022

The undersigned, a Responsible Officer of the Anabelle Island Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture between the District and U.S. Bank National Association, as trustee (the "Trustee"), dated as of February 1, 2022, as supplemented by that certain First Supplemental Trust Indenture dated as of February I, 2022 (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture);

Requisition Number: 14

Name of Payee: A.J, Johns, Inc

Amount Payable: $227,236.88

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments): Work Product in conjunction with the 2022 Project

Account from which disbursement to be made: 2022 Acquisition and Construction Account

The undersigned hereby certifies that:

obligations in the stated amount set forth above have been incurred by the District;

each disbursement set forth above is a proper charge against the Account
referenced in "E" above;

each disbursement set forth above was incurred in connection with the Cost of the 2022 Project;

each disbursement represents a Cost of the 2022 Project which has not previously been paid; and

the costs set forth in the requisition are reasonable.

The undersigned hereby further ce1tifies that there has not been filed with or served upon the District notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneously with the payment hereof.

The undersigned hereby further ce1tifies that such requisition contains no item representing payment on account of any retained percentage which the District is at the date of such certificate entitled to retain.

Copies of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested or other similar evidence of proof of payment is on file with the District.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT

By:		))	
Responsible Officer Date: 		'7 1	t.;;;, 'l  'L
The undersigned Consulting Engineer hereby certifies that: (i) this disbursement is for the Cost of the 2022 Project and is consistent with the report of the Consulting Engineer, as such repo1t has been amended or modified; (ii) that the portion of the 2022 Project improvements being acquired from the proceeds of the Series 2022 Bonds have been completed in accordance with the plans and specifications therefor; (iii) the 2022 Project improvements subject to this disbursement are constructed in a sound workmanlike manner and in accordance with industry standards; (iv) the purchase price being paid by the District for the 2022 Project improvements being acquired pursuant to this disbursement is no more than the lesser of the fair market value of such improvements and the actual Cost of construction of such improvements; and (v) the plans and specifications for the 2022 Project improvements subject to this disbursement have been approved by all Regulatory Bodies required to approve them.

Consu 1":Ing bngmeer David M. Taylor, P.E.

/4JJ

A. J.	JOHNS, INC.
---CONTRACTOR------------------
3226 ANNISTON ROAD • JACKSONVILLE, FL 32246- 3696 • 804•841-2056

August 26, 2022

Invoice

Invoice No.	21001-19

Anabelle Island Community Development District 475 West Town Place
Suite 114
St. Augustine, Florida 32092

Job:
Anabelle Island

Description:

All construction necessary to perform site improvements per our contract dated: January 12, 2021

Current Contract Amount	$	14,156,873.45

Value of work complete thru	August 31, 2022
per the attached Schedule of Values	$	8,180,991.34

Less Retalnage -	5%	$	409,049.57	

Less Previous Invoices	$	7,544,704.89	
TOTAL AMOUNT DUE THIS INVOICE	$	227,236.88	

Payment Due Net Thirty		

CONDITIONAL WAIVER AND RELEASE OF LIEN UPON PROGRESS PAYMENT

The undersigned lienor, in consideration of the sum of$	2 2 7, 2JI- ,, B£3  hereby waives and releases its lien and right to claim a lien for labor, services, or materials furnished through August 31, 2022 on the job of Annabelle Island Community Development District  on the
following property:

Annabelle Island Phase lA Clay County, Florida

This waiver and release does not cover any earned but unpaid retainage nor any amounts due for labor, services, or materials furnished on the job after the date specified.

Dated this   26th  day of    August, 2022

Company: A. J. Johns, Inc.
3225 Anniston Road
Jacksonville, Florida 32246

State of Florida County of Duval

The foregoing instrument was acknowledged before me by means of (hl physical presence or
			online notarization, this	• 26th	day of	August , 2022, by Charles B. Laughlin, the Vice President of A. J. Johns, Inc. He is personally known to me 00 or has produced
	 as identification.

Not
State of Florida

,( f ,ti:.··,/ Con'.111iosionnGG299913

_.-;·;ii•. • i•·,. JANET S.LEWIS

My Comm1ss1on expires: '•· '.i'.::fl:f'' OonJ01llhrolroyFal11lnsu1onco800·385-7019

.  .

.	•..,. -,..,,Exp1res/lpril 3,2023

APPLICATION  AND  CERTIFICATE  FOR  PAYMENl	A1At:>O(!l()1(E"47(j702 (l=ucriononn:vcrs::sidc) PAGE l OF  2	PAGES
TO (O\NNER):	PROJECT:	APPLICATION NO:	21001-19	Dis1ribution to:	
Anabelle Island Community Developmem Dis1rict 475 WestTO\•m Place	Anabelle Island	
PERIOD TO:	
8-31-2022	OWNER	
Suite114			ARCHITECT	
St Augustine, Florida 32092

FROM (CONTRACTOR):	

(ARCHITECT):	

ARCHITECTS	CONTRACTOR
AIR	
A. J. Johns, Inc.	NorthFlorida Engineering Services, Inc			
3225 Annis1on Road	3530 Agricultural Center Drive. Suite 200	PROJECT NO:		
Jacksoll'Jille,Florida 32246	St Augustine, FL 32092			
CONTRACT FOR: S e Improvements		CONTRACT DATE:	1-12-2021	

CONTRACTOR'S APPLICATION FOR PAYMENl

Application.is m:sde for P3}'f':"ent. as shov:n below, rn connection with the Contrac-.. Continuation Sheet. AIA Document G703,is attached

CHANGE ORDER SUMMARY	
Change Orders approved In previous months by O.•mer
TOTAL	ADDITIONS

$6,859,060.45	DEDUCTIONS

($1,624.642.04)	
Approved this Month	

$1,413,482.15		
Number	Date Approved			
21001-COR07	7/18/2022			
TOTALS	S1,413,482	$0.00	
Net change by Change Orders	$6,647,900.56	

ORIGINAL CONTRACT SUM.	S7.508,972.89
Net change by Change Orders.........................................................-.. -.-.-$6-,64 7. 90-0-.56-
CONTRACT SUM TO DATE (Line1 ± 2)....................................................--$-14, 156-,87-3.4-5
4T.OTAL COMPLETED & STORED TO DATE.... ·-···...- ........................._	$8,180.991.34
(ColumnG on G703) Less Owner Purchases	----'-- --

5R.ETAINAGE:
S%Comple1ed\M:rt
(CclUmn C+E on G7a3)
5% cf StoredMate
(Cch.lmft Fon G703) TotAIRtt41n.awe(L,no5."1•5bc,

394.224.11

  14,825.46 

The unders,gned Comractor certifies that to the best of the Contractors knowledge, information and belief the Work covered by this Application for Paymem has been

Tot>llnColu:mlolG703---------------------=409 .04 9:,:.5i:.'.._I
6.TOTAL EARNED LESS RETAINAGE	S7,771,941.77
(Line 4 less Line 5 Total)	--------
7L.ESS PREVIOUS CERTIACATES FOR

completed in accordance with the Contract Documents. that all amounts have been

PAYMENT (Line 6 from prior Certificate)... -		

S7,544.704.89

paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the O.vner, and that currem paymenl shown herein is now due.

8/26/2022

8. CURRENT PAYMENT DUE............................................................-............	227.236.88
9. BALANCE TO FINISH, PLUS RETAINAGE..............................................-.-.-S-S-,3-84"".-93-1"".s-s-

(Line 3 less Line 6}

State ot	Florida	County ot	Duval
Subsc•	to	is 26th da of 
Notary Pu	, JANET s.-t.EWIS
My comm	:	'·	. ,

In accordance, h the Contract Documents. basedon on-site observations and the data comprising the above application, the Archi1ect certifies to the Ovmer that to the best of the Architect's knov.1edge, information 2nd belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is e ledtopayment of the AMOUNT CERTIFIED.

AMOUNT CERTIFIED..................

(Attach explanation if amount cert ARCHITECT:

B:
This Certificate is

$ 227,236.88

	Date:  9/6/2022	
NT CERTIFIED is payable only to the

Contractor namedherein. Issuance, payment and acceptance of payment are without preiudice to any rights of the Owner or Contractor under this Contract.

CONTINUATION SHEET	AIA DOCUMENT G703	Pa  2of2

AJA Docunmrt C.102, APPI..ICA.TJCN AND CERTIFICATE roR PAYMENT, Con.:ainil'll,I
CQl'Tlr:ado s oigned Co,,tific:a:lm, Is attached,
111 iabr.ilZliOl'l!I be-low, amounts are stmed lolhe n.eal'UI d:illar.
e Column 1 on Conlr.lds -r?c wriable- n,lall\llile fol llni,l1ems may apply.

APPLICATION NUMBER: 21001-19 APPLICATION DATE.: Bf2612022 PERIOD TO: 8/3112022
ARCHITECTS PROJECT NO:

A
/T",,M
NO.	B
C!ESCRJPT/ON OF WORK	C SCHEOULEO VALU:	D	e
WDRK COMPLETED	F
MATERIALS PRESi:NT!.Y STORE!! (NOTIN	0
ORE)	G	H
B.<U.NCE
TO FIN!SH	(C-G)	/
n"l'.U.Y;l.1%	
					TOTAL
COMPLETm AND STORED TO OA.7E (O•E•F)	•
(=>			
			FROM PREVIOUS APPUCA710N (D•E)	r,;1sPERIOD						

05105.07

05110.09
05105.26
05105.45

05130.09
05335.29
05340.09
05325.29
05330.39
05345.29
05350.39
05145.29

05810.79
05815.09
05820.19
05825.09
10990
11990

12990
13990
14990

15990
16990
17990

18990
19990
20990
21990

229$0

231!90

24990	

General Conditions Subtotal Clearing Sublolal
Erosion Control Subtotal Earthwork Subtotal
Import i Export FiD Subtotal
Force main SUbtota! Lift Station Subtotal
Sanitary Sewer Subtotal Water Main Subtotal Reuse Main Subtotal Storm Drain Subtotal Onsite Roadway Subtotal Offsite Roadway Subtotal Offsite Water Subtotal Offsite Se,.,,er Subtotal Qffsite Reuse Subtotal
C01 • Acldl Clearing for Added Lots In Phase 18 Subt0tal C01 • AnabeUe Island Addi Clearing & Wetlands Subtotal CO2- Change Reuse Main from PVC to DIP Subtotal CD3- Sandridge Offslle • Earthwork subtotal
C03- Sandridge Offslte - Force Main SUbtotal C03- Sandridge Offslle - Water Main Subtotal
C03- Sandridge Offsile- Water Reuse System Subtotal COS. Sanaridge Offslte - Sandridge Roadway Deduct Subtotal C03.Sandridge OffSite - Sandridge Roadway Add Subtotal
C03.Sandridge Offslte - Material and Freight Markel Add Subtotal C03 • RusseD Road Offsite Drainage Subtotal
C03 - Block Island Earthwork SUbtota!
COS. Bleck. Island Force Main Deduct Subtotal COS- Block Island Wat.er System Subtotal
C03- Block !slandWater Reuse System Subtotal	

$	162,038.78
$	132.192.00
'	214,820.61
$	374,596.56
s	2.,229,374..59
$	277,020.91
s	281,508,03
328,043.92:
364,273.22
s	356,457.67
$	981,457.12
$	878.598,15
s	£84,368.59
$	77,107.95
s	88,376.84
s	78,737,95
'	153,4<1.60
s	1,115,349.30
s	45,732.00
s	8,827.28
$	14,109.23
$	18,238.53
$	22,232.11
$	(120,727.69)
$	38,459.10
s	52,010.31
s	26,S37.36
$	184,148.97

$	{46,221.03)
(11,644.22)
(11,493.84)	

$	126,871.29
s	132,192.00
s	114,751.37
s	344,356..22
s	2,229,374.59
s	226,996.39

$	317,1:35.84
$	321,855.35
s	320,910.82
s	747,4S2.33
$	125,464.65
s	187,332.32
s	3,239.00
7,907.-'2
s	3,249.00
s	153.441.60
$	1,115,.349.30
$	45,732,00	'	2,768.55
s	.
s	1,465.65
$	.
$	.
s	.
$	.
$	.
$	1,122.28
s	.
$	9,527.54
$	49,825.96
s	.

$	.
$	.
s	.
s	.
$	.
.	$	.
$	.
$	.
$	.
$	.
$	8,042.60

$
s	.
s	.
s	8,947.10
s	29,102.52
$	.
349,80
$	33,320.45
$	45,580.43
18,885.36
.
$	.
$	.
$	.
s	.
$	.
s	.
s	.
s	.
s	.
$	.
$	.
$	.
$	.
$	19,410.30	

S129,639.64
$132,192.00
S116,217.02
$344,356.22
$2,229,374.59
$235,038.99

S0.00
$317,135.84
$322,977.63
$329,867.92
S786,112.39 S175.290.61 S187,682,12
$36,559.45
$53,487.85

S22,1J4.36
$153,441.60
$1,115,349.30
$45,732.00 ($9,042.82)
S0.00 S0.00 SO.OD
(S120,n7.69)
$11,029.16
$52,010.31 ($8.409.78)
S142,747.92
($46,221.03)

($11,644.22)

($29,744.49)	

80.0%

100.0%
54.1%
91,9%
100.0%
84.8%

0.0%
96.7%
88.7%
92.5%
80.1%
20.0%
27.4%
47.4%
60.5%

28.1%
100.0%
100.0%
100.0%
•t02.4% 0.0%
0.0%
0.0%,
0.0%

28.7%
100.0%
-31,7%
77.5%

0.0%
0.0%

0.0%	

$32,398.94

$0,00

$98,603.59
$30,240.34

SO.OD
$41,981.92

S281,50B.03
$10,908.08
$41,295.59
$26,599.75
$195,344.73
$703,307.54

$495,686.47
$40,54-8.50
$34,888.99
$56,603.59

$0.00
SO.OD
$0.00
S17,870.10

$14,109.23
S18,238.53 522,232.11
SO.OD S27,429.94
30.00
S34,947.1.! S41A01.05
SO.DO

$0.00

S18,250.65	

S6,48i.99 56,609.60
$5,610.85
$17,217.61
$111,466.73
$11,751.95
S0.00 S15,856.79 S16,14B.8S S16,492.9D
$39,305.62
$8,754.53
$9,384.11
S1,827.97
$2,674.39
S1,106.72 S7,672.0B
$55,767.47

52.286.60 (S452.14)
$0.00

SO.DO

$0.00 ($6,036.38)
$551.46
S2,600.52
{5420.49)
$7,137,40 (S2,311.05)
{5582.21)
(S1.467.22)	
			$	(9,042.82) S
.	$	.
$	.	s	.
$	.	$	.
$	(120,727.69) •	.
s	11,029.16 $	.
s	52,010.31  •	.
$	{8,409.78) '	.
$	142,747.92 '	.
$	(46,221.03) $	.
s	(11,644.22) $	.
s	(49,154.79) $	.						

37990 C04- Phase 1B- Erosion Control Subtotal	s	152.147.66 •	16,605.61	s	3,863.16	
38990 C04 - Phase 1B - EarttrMlrk Subtotal	s	1,969,936.96 s	1,618.574.56	s	14,001.48	

25990 C03 - B!ot:k Island Drainage Subtotal	s	(7,518.91) s	(7,518.91) s	.	s	.	($7,518.91)	0.0%	SO.DO	($375.95)	
26990 CO3 - Bloek Island Block Island - Material Marlcet Increase Subtotal  s   41,649.32 s	.  s
27990 C03 Phase 1A- Earttoo:irk Subtotal	5	25,sn.oo s	25,572.00  $
28990 C03 Phase 1A- sanitary Sewer Subtotal	s	(9,458.19) s	(9,458.19) $
29990 C03 Phase 1A- Force Main Subtotal	s	53.372.41 s	30,480.i1  s
30990 C03 Phase 1A - Water System Subtotal	s  36,559.07 s  33,403.59 s 31990 C03 Phase 1A-Water Reuse System subtotal	 s  31,875.12 s  29,011.70 s 32990 C03 Phase 1A-Storm Drainage Sut:tctal	 s    52,760.99 s   52,760.99 s
33990 Onsile Roadway Subtclal	s    12.550.55 s	.  s
349S0 C03 Phase 1A - Matertal and Mar'1:et Increase Subtotal	s   430.950.56 s   394,132.14  s
35990 C03 - Pond 17 and lnfrastruc:ture subtotal	s	58,786.21 •	18,518.00  s
36990 C04- Phase 1B- General Condition Subtotal	s	82.004.00 •	42,850.58 s

399S0 C04- Phase 1B - Sanitary S=r  SUbtolal	s   803,318.63 $	18.482..92

41990 C04 - Phase 1B - Water System Subtotal	 s	 207.333.93 s		37,805.57 42990 C04- Phase 1B-Wmer Reuse System Subtotal	s	 201,793.92 s			. 43990 C04 - Phase 18 - Storm Drainage Subtotal	 s	648.072.56 s	106,504.00
44990 C04- Phase 1B- Onsite Roadways Subtotal	s   422,600.81 s	.
45990 COS- Deduction for Import Fill Material Subtotal	s (523,936.68) s (523,936.68) s 46990 COS- Deduction for Unsuitable Haul Off/lmpon Subtotal	 s (1,100,705.36) s (1,100,705.36) $ 47990 C06- Fence Change Order Subtotal	 s    71,791.23 s   71,791.23 $	13,704.90
.
.
.
.
.
.
1,754.50
5,676.58
.
10,064.57

.
.
.
.	s	.	513,704.90
s	.	S25,572.00
s	.	($9,458.19)
s	.	S30,480.11
s	.	$33,403.59
$	.	S29,011.70
s	.	$52,760.99
.	$1,754.50
$	.	S399,soa.n
s	.	$18,518.00
s	.	$52,915.15
'	.	S20,468.n
s	.	S1,632,576.04

'	.	(S523,936.68}
s	.	(S1,100,705.36
s	.	$71,791.23	32.9%
100. ,{,
0.0%
57.1%
91.4%
91.0%
100.0%
14.0%
92.8%
31.5%
64.5"/4
13.5%
82.9%

0.0%
)	0.0%
100.0%	$27,944.42
so.co
so.co
$22,892.30
$3,155.48
$2,863.42
$0,00
S10,796.15 S31,1.41.94
$40,268.21
S29,DB8.85 S131,678.S9 5337,360.92

S0.00 SO.DO S0.00	S685.25 51,278.60 ($472.91} S1,524.01
$1,670.18
$1,450.59
S2,63B.05
se7.73
$19.990.44
$925.90
S2.645.76 S1,023.44 S8'!,628.SO

(526,196.83) (S55,03527) S3,589.56	
48990 C07 - Drainage Deducts Subtotal	s	(124.726.64} s	(124,726.84) s			}	0.0%	$0.00	(:SS,236.34	
49990 C07 - Drainage Adds Subtotal	s	1,160.448.92 s	536,792.32 s	90,124.08		54.0%	$533,532.52		

						
						
40990 C04- Phase 1B- Force Main Subtotal	s   83,962.21 •    .
50990 C07 - Sewer Changes Subtotal	s   16,488.88 s   (18,441.95) s	.
51990 C07 - Trail Road Regrade Subtotal	$		4,472.48 s 4.472.48 s	. 5299D C07 - Block Island Water Re11lsion SubtOtal	$	198,5-41.72 • 33,,169.63 s	 . 53990 C07 - Sandridge Road Revision Subtotal	 s   158,256.99  s   (90.08527) s	 .
TOTALS	$14,156,873.45	$7,680,582.98	$203,899.25	.	(S124,726.84
s	.	5626,916.40
.	($18,441.95)
$	.	S4.472.48
.	$33,469.83
s	.	($90,085.27
$296,509.11	$8,180,991.34	-111.8%
100.0%
16.9%
)	-56.9%

57.8%	S34.9JO.B3
SO.OD
$165,071.89
$248.342.26

$5,975,882.11	S31,345.82
{S922,10 5223.62 S1.673.49 ($4.50426)
$409,049.57	

s	.
s	.
$	.	s
s
s	55,370.10
13,599.80
.	S73,853.02 S13,599.80
SJ.7,805.57	9.2%
16.2%
18.2%	sns.4ss.a1 570,362.41
$169,528.36	S3,692.65
$679.99
S1,.890.28	
$	.	s	63,900.65	S63,900.65	31.7%	$137,893.27	$3,195.03	
$	.	s	.	S106,504.00	16.4%	5541.568.56	S5,325.20	
$	.	s	.	SO.DO	0,0%	$422,600.81	S0.00	

)

)

Anilbe.h lsbnd

81112022	Tri!=iOUGH	8/3112022
ITEM	PLANNED	U\IT	CONTRACT	PREVIOUS	CURRENT	JOBTOOATE	S to BiU

s	77.757.81 s	77 757.81

85% S	65.094.14

s	-

O.OJ S
S
0.10 S	2.7€8.55

1
0.115
0.65

100o/, S	5 545.73 s
115% S	28.430.<6 s	-
65% s	17,995.58 s

NO.	DESCRIPTION	QUANTITY	UNIT	PRICE	ALIOUNT	QUANTITY	TOTAL	QUAl>.'Tl'TY	TOTAL	QUANTITY	,-.co1..'P	TOTAL	u Stored 

05105.00 GENERAL CONOITlONS
05105.01 Ger.er.al Condition,

1 LS

0.85 S

09414

S

0.115

05105.06 Gectecnnal Te$tlno & O'OSHVDUon

05105.02 Mo tion
05105.03 Gec:.echnlc:il Testinn & Ob:ervatlon
05105.04 Gene,r21Ccnditions

1 LS
1 LS
t LS

s	5.545.73
s	33 4'7.60
s	27,685.51

05105.05 Mobi&ation

1 LS

05105.07 r:al Conchtions Subtotal

05110.00 CLEARING
05110.01 CJeiJri\O& Grubbllla

1 LS

31 AC

s  ,2.056.40

s	3.828,00

162.031.71

s	12 056. 0

s	120528.00

S

s	5 545.73
s	33447.60
s	27.6115.51

S
0.55 S
0.55 S

s	S 545.73 s	5 S<S.73

TOO% S	5,545.73 s	-

0.50 S

1

s  126

31.0'J S	120.528.00

s	2.764.55

0.00 $

S

o.co s	-

80% S	129,639.a.c. s

1

0.5

5tl'Ki S	6.0215.20

s	-

31  ,00% S  12052!.00 s	-

0S110.02 C!earino & Gn.tbbi:ne

J AC

s	3,888.00

s	11 664.00

3.00 S	11,66,,:.00

S	.

3	100% S	11 664.00 s	-

05110.09 CINnno SubtoUI

0510S.10 EROSION CONTROL
05105.11  C.OnstNctionEnlnllnce

t EA 129!13 LF

s	132.192.00
s	3,319.'3  s	3.319.43
s	0.90 s	11.	70

s	132.192.00

1.00 S	3.319.43
12983.00 .S	11.684.70

s

S	.
S	.

1
129!13

100% S	132.192.DO  s	 -

.

100% S	3.319..C.3 s	.
,00% S	1168-4.70 s

36 EA

s	102.00 s	3.672.00

36.00 S	3 672.00

S	.

35	10Do/ S	3 672.00 s	.

rr

12 EA

s	3.!7.00 s	◄,64(.00

12.00 S	4,644.00

S

12	100% S	4 544.00 s

05  .

ti.Itch - Lets ROW & Common Area

20AC

s	2,567.08 s	51.341.60
$	2.94 s	3.866.TO

S
S

0,00 S	.
0.00 $	.

0	0% s	-  s	-

.

0	0% $	s

s	2.94 s	25.095.8-1
s	2.94 s	42.433.02

8536.00 S	25.0SS.a<
12000.00 S	35 2!0.00

0.00 $

0.05 S	1.360.00

S

.

S
S
S

.
.

S

.

S

8536
12000

100-h S	25,095.8< s

90'- S	24,479.

83% S	35.280.00 s	.

O.S5 $	23.119.9(

s

S

.

0.D0 $
S
S

0.115 S	1,796,03

s	2.82 s	, ,,o.oo

•

1 LS

$	27.199.93

$	27.199.93

1 EA

s	3.319.43

s	3,319.43

05105.22 tniel Pro1cetron

6 EA

s	1.065.00 s	6.3&0..00

05105.23 Seed & Mt.1d:- ROW
05105.24 ts• Sod SlriDAlone S.ci<of Curt>
05105.25 Common a  Sod - Per Exhibit 'A'

s
s	2.94
s	2.94

s	1-' 0.60
s	25 ,eo.ea

05105.26 T e Pro e,:-jon tnsUlbtlon

s	Z.82 s	1."10.0,

05105.27 ErosionCcntrol Malnt nantr

s	2 112.99

s

,212.ss

05105.28 Eroston Control$utrtc,al

05105.30 EARTI-M'ORK

I
35763

s	214,120.61

•

500.00 S	i -'10.00

,.oo $	3,319.."'3

.

500.00 S	1.410.00

$	114,751.37

S	.

S

500

0.9

0
0
0

100,-.. S	1.410.00 s	.

1

0

0% S

s

O½ S
()'I, s
ov. s

500

100o/, S	1.410.00

s

0.05 S	105.155	OJ>

54% S	116,217.02

s

100% S	3,319.43 s	.

s s s

s	1.901.68 s	.

soa n:,n-s:rut

05105.31 ToosoU. Cu1& Fill-Place in rearvards and o

CY
,57,n

s	3.32 s	122 on.oe

36769.00 S	122.073.08

S	.

35769

100¥. S	122.0T3.08 s	.

s	1..<&5.'5 I

.

05105.32 On  Suitable Cut & F.O

CY	s	0.61 s	27.902.0t

45741.00 S	27.902.01

S

,5741

100% S	27.902.01 s	.

05105.33 On i" Suitable Cut & F • Pond Excavation

21228 CV  s	3.50 s	74.29!1.00

21228.00 S	7<.298.00

0.00 $	.

21228

100% S	74.298.00 s	.

nSoau•

72816 SY
13533 SY

s	0.76
s	0.76

s	55 3-40.16
s	10 289.64

72816.00 S	5S 3-40.16
1353!1.00 S	10.289.64

S

-

o.co s	.

72816
13539

100% S	55.3<0.16 s
100% S	10.289.64 s

ck of Curt> o 0.5' Sack of CUrt>)

12563 SY

s	0.42

s	5,.2i6.,6

12563.00 S	5276..CS

S	.

125631	00% S	5.276.◄6 s

ow line10 o.s· Back of Curl:il

15190 SY

s	0.98 s

7800.00 S	7..US.00

S	.

7600

50% S	7 4'B.OO s

05	1 LS

s	19 526.00 s

12.0,_79

1.00 S	,e.626.oo

S	.

1	100% S	19.626.00 s	.

5	1 LS
05	3514 CY

s	12,573.79 s
5	2.22 s

7.Jun.,08

1.00 S	12.573.79
351,.00 S	7.801..0S

S

.

S	.

1
3s1,

100'>, S	12.5T3.79 s	.
100% S	1.so1.oe s

I	OCY  s	s

S

0,00 S	.

0	0% S	s	.

05105.42 Ftne-Gr.idino- Rc::2d o.s-Back of Curt> to o.s· ck ot Curo

7133 SY

s	0,74 s	5.2i8.42

S

S

0	O'>, S	s	.

05105.43 Fine Gr.adina - Shoukters IROW Line to o.s·8ac:ic ct Curt,
-05105.44 tGradir.a inmut & Asbtill!s

6327 SY
t LS

s	2.36
s	-4.320.00

s	14.931.72
s	,.320.00

S
0.40 s	1.72.8.00

0,00 S
S

0	0% S	.	s	.

.

o.	40% $	1.728.00 s

DS105.45 JEanhw0f1cSubtotal
I
05130.00 IMPORT/ EXPORT FILL

s	374,596.56

JM.3S&.22	s

92% S	3".l56.22  s

05130.01 lmoon Fm- Site-931"nee

144343 CY

s	10.71 s  1 5t!,753.53

145343.00 S  1.5U,i'53.53

S

148343

100% S  1.588 753.53 s

05130.02 I  rt Fifi. Suitdino Pads

2936.6 CY

s	10.76 s	315 97!.16

29366.00 S	315 978.15

S

29356

100% S	315 978..16 s

05130.0J

rt Unsuitables

5516 CY

s	25.03

s	146184.◄8

5616.CO S	14618-4.48

S

5515

100".4 S	146.184.,e. s

05130.04 lmoort Fill • Sito 8:,13nce
05130.05 .=vnnn Unsi.:i1Ibles

13D78 CY
590 CY

s	lt.3-4 s	158,510.52
s	28.91 s	19,947.90

13978.tlO $	158 510.52
690,00 S	19,9'7.90

S

.

S

13978
690

100--A S	158,5t0.52  s
100% S	19.947.90 s

05130.0, lmPort f ExoortFdl Subtobl D5335.00 FORCE MAIN

s 2.229,374.59

s  2.2211,l7U9 I

s	I 	  100% S 2.229.374.$9

s 	.

05335.01 CoMtd lo ExForc.e Mah'\

1LS

s	2 722.50 s	2 722.50

S	-

S	-

0	0'".4 s	$	.

05335.02 10" DR-18 PVC Force Main

2612 LF

5	2S.17 s	6574'.Q.;

2405.00 S	60 533.85

S

240S	92% S	60.533.f!S s	8.042.60

05335,03 8'" Df:t.16 PVC Foiu: Main
05335.04 10"Gate Valve

1062 LF
3 EA

s	19.1-4 s	20,326.68
s	4 527.66 s	13,582.98

1062.D0 S	20326.66
3.00 S	13.582.98

S	-
S

1052
3

100o/• S	2""?1.:,66 s
100% S	1	.9e s	.

05335.05 S" Gate Valve

2 EA

s	-423.9!

s	4,847.96

2.DO S	-'.647.96

D.00 S

2	100% S	i.96 s

05335.06 10• 45• Bend

EA

s	757.42

s	757.42

1.00 S	757."2

S

-	1	100% S	757.<2 s 	.

PactSof tr

ITEM
NO.

DESCRIPTION

PLANNED
QUAIIITTTY

UMT

UNIT PRICE

CONTRACT AI.IOUl!T

PREVIOUS
QUANTITY	TOTAL

CURRE!•T
QUANTITY	TOTAL .

JOB TO DATE

;i

QUANTITY	%COMP	TOTAL

S to Bill
as Sta d

05335.07 10" 22.s· Be-nd

EA

s	755.14 s

2.00 s	1.512.28

o.oo s	.

2	iOt%1S	1 512.28 s

05335.09 8"90•B l'fd

1 EA

s	567.66 s

1.00 s	557,66

S

05335.10 1e· 22.s- Bend

5 EA

5.00 s	2,665.00

0.00 $

05335.0S 10" 11.25• Bene

23 EA

s	755.13 s	1

23.00 s	17,390.99

S

23	100% S	17.390.99 s

1

11:m,·. S	557.66 s

5

100% S

s

05335.11 e-11..2s·Se-no::

053l5.12 10•Tee
05335.13 10" x e· Reducer

1 EA 'EA

s	533.00 s

s	521.4'

s

s	t.019.36 s
s	652.13 $	3

1.0D S	1.0tP.36

7 EA

7.03 s	3 650.0S

1.00 S	652..13

S

S

.

0,00 S

1	100% S

7

100% S

S	.

1	100% S

s	.

s

3

13 s	.

05335.14 TeS1ir.a

36741.F

s	1.29 s	46

S

S

0	0% $	s	.

05335.15 Force- Ml!n	ut& Asbuilts

1 LS

s	8.611.29 $	?9

0.55 S	5.597.3<

{l.00 S

0.55	55¾ S	5,597.3-4 s	.

05335.16 Con Ctos.sin

LS

s	47.671.63 $	47 671.63

1.00 S	47 671..63

S

1	100% S	47,671.63 s

05335.17 /4Jr Release Vatve

3 EA

s	11.--445.14 $	34.335.◄2

S

S

0	0% s	.	s	.

11

s	2.01<.04 s	6.0<2.12

05335.18 Connect to Ex ForuMain

1 LS

s	2.87".01 s	2,874.01

1.00 S	2 e1•.01

S	.

1	100'r S	2,874.01 s	.

1

05335.20 S"GateValve

3 EA

3.00 S	6,042.12

C,u  •
V•tve

1 EA
1 EA
1 EA
1 EA
1010 LF

s	707.62 s	707.62
s	4J9.26  s	439.26
s	3.<54.03 s	3.•54.03
s	8.387.50 s	6.337.50
s	1.41 s	1424.10

,.oo s	707.62
1.00 S	439.25
C0 S	3.<54.03
1.00 S	8.387.50
1010.00 S	1 424.10

.

05335.19 fl" QR..18 PVCFD Lbin

1010 LF

s	18.79 s	t8.9TT.90

1010.00 S	18,977.ilD

S

1010	100% S	18 9TT.90 s	.

Mafn	& A.sbutfts
m11m SubtoUI

1 LS

I

100'4 S	439.26 s	.

.

100'½ S	6.042.12

s

1
1'
1
11)10

100o/, s	707,52 s	..
100% S	3.<54.03 s
100'½ S	!,387.50 s
100% S	1 424.10 s

$	3.91<.-19

$	3,914.49
s	277.020..91

1

053'0.00 UFTSTATION
053<0.01 Pumo Station in::tu:aa aurelated ite w.irk. c:on.cre-te,. wet wel. el	1 LS  s

2.Bl,508.03 s

281,508.03

1.00 S	3--914.<9 I	0.00 S
s	226."'.39	s

S	.

S
0.00 $
S
S
C.00 S

S

100o/> $	3,914.<9 s
12% $	22&,996.39 s	1.042.&0

0	Co/, s	.	s

05340.09 Utt S=i:tion Subtoal

D5325.D0 SANITARY SEWER

s	211,501.03	s

s	I	D% $	s
I

05325.Dt e•SDR-26 PVC -016

360 1.F

s	19.13 s	6,886.BO

l60.0D $	6.886.l!ID

S

300

100¾ S	6,826.80 s

OS325.02 e•SOR-25 PVC• 6/8

05325.03 8*SDR·26 PVC-8110

1

8781.F

$	20.00 s	17,560.00

S.78.CO S	7 560.00

S

878	100'o/> S	17,560.CO s

.

•

<61 LF

$	21.13

s	9 740.93

461.DO S	9 7.f0.93

S

461

s• SDR•26 PVC.12/14

100% S	11. .80 s

s

s

Co/, s	.

s	.

05325.04 s• SOR-26 P\.'C-10r.2

1218 LF

s	2◄.20 s	29 <75.60

1218.00 $	29.;75.50

S

1215	100% $	29 475.60 s	.

.

100'½ $	9,740.93 s

«a.DO S	11,804.80

e•SCR-25 PVC-18/20

S

05325.14

Dia. SS M:mhote-14116

g•SCR-26 PVC - 1,116

B"Ca:,

9 4' 04..SSManhole- o:s
0 4' Di:!. SS MAnholc • 518
4' Ota.SS Man.hole- !/10

0532.5.1

4• Oi:a.ss M nhole.. 10112

05325.12. 4' Di:a.. SS MAnhOlc-12/1,

....I.F

1 EA

466 LF

0 I.F

EA

$	37..79 s	17610.1.;

s s s

,.1

s s
$

s	◄,508.◄9 s	18,033.96

466.00 S	17610..14

1 EA
EA 2 EA

S

S
4.00 $
2.00 S

\131<.22

4.00 S	iB.D33.96

S

s	26.35 s	11 80◄.80

.

0,00 S-

.

S
S
S

.

S	.

S

466	100¾ $	17.610.14 s

•

s	314.22 s

1

'
2

100¾ S
100"1, $
1	s

0

100¾ S	31<.22 $

100¾ $

2.992.24 $
s
s

.

05325.1S	SanlaN SewerServic.c

s	3 965.11 s	15B60.U I	4,00 $	15

s	7 313.53 s	21 940.59

78,00 S	52,327.08

05325.16
05325.17 Sanltarv Sewer UV01.11& A.sbuihs 05325.18 Trenc..,Safetv
05325.1& De•,v.,terina

78 EA

4 EA

3 EA

3830 LF
1 LS
1 LS
1 LS

s	<.64 s   ,1n,.20

•

s	670.86 s	52.327.08

s  11-321.00 s  11 321.00 s   5.-'S<.42 s   S.;$4.42 s   58.30<.62 s   58.304.62

3830.00 S	17 771.20
o.eo s	9.056.80
1.00 S	S,454.,2
1.00 $	58 304,62

S	.

I	4'8

S

s

S	I	4

100% $

s

3.00 S	21,940.59

S

3	100% S

21.940.59 s

S

S	.
S	.
S	.

3830	100o/. $	17 771.20 s	.

'

78

100¾ $

52.327.08 s

0.8	80% s	9,056.80 $
100¾ S	5,45'.,2 s
1	100% S	58 304.62 s

05325.20 TOD Adiu.snent 05325.29 SanJarv Sewer Sut,taail

05330.00 WATER MAJN

16 EA

s	617.42 s	11113.55
s	328.0 92

4.CO S	2,469.58
s	317,135.84

S
S

.

S

J&75.00 S	119,658.00
167.CiO S	2,636.93

s	. I

4	22% $	2.459.6& s

.

97% S	317.135.84 IS 	

2 12"DR-18 War.trfine 03 s• OR..18 Watefiine

s	32.56 s	126 170.00
s	15.79 s	2 636.93

3875	9511, S	113 558.00 s	.
167	100% S	2.636.93 s	-

◄-orM8 Watt-r1in!

5 2" SCH 80 PVC W1ter1ine

145 LF

1105330.01 ConnKt toExWate-11ine

1 LS

3875 LF
167 LF

275 LF

s	2 795.59 $	2 795.6St

s	10.55 s	2 901.25

S

S	.

0.(X) S

0	0% s	.  s

275	100% S

s	.

1

.

.

145.00 S	1 364.<5

S

1'5

100¾ S

-901.25

1.00 S	,4 814.67
14.00 S	7.502.<6

100o/. $
100'½ S	7

s	525.62 s	8 <09.92
s	76.S! s	76.58

16
1

1 1Tlu

s	796.55 $	1593.10

2.00 $	1,593.10

,2	1003/. $	1,593.10

s	.

s	370.27 s	37027

,

100% S	370.2.7 s	.

05330.06 12"'GateV

6 EA

s	5171.59 s	3102.9

6.00 $	31,029.541

S

6	100o/. S	31	s	.

2EA

5

05330.07 6" G.:,;teValve
12" 22.5" Bend

12" 11.25• Bend 2"45• Bend

2 1Tx6·Reducer

:533017 T Fl sl'I.	ra:

ces-snort

•

s

,1.

s
s

3 6·x-4"R uce-r

,

100% S	20<.20 s	.

4 ,rx2'" Reduee:r
5 12"' C-ab
6 Fil'!!+rdrant As:se includes -n:Jve, :ee, & lead

,
6

.

0	0% s	.

s	.

s •lone:

1 EA
1' EA

16 EA
1 EA

1 EA

1 EA

1 EA
1 EA
6 EA

1 EA

4' EA

J6 EA

s	204.20

s	204.20

s	1 577.7<

s	1 577.7•

s	9.41 s	t 354.(5

s	<4 81-4.67 s	<4 B14.67
$	535.89 $	7 502.<S

s	1◄.0.78 s	1-40.78
s	370.27 $	370.27
s	5,389.8-' s	32 339.04

s	501.76 s	22 077.44

s	657.06 s	23 654.1!

16.00 S	e◄09.92
1.00 $	76.se

1.00 S	370.27

1.00 S	204.20

1.00 S	140.78
1.00 S	370.27
6.00 S	32.:!39.0◄

S

44.00 $	22.077.A◄

36.00 S	2U54..16

C.00 S
C.00 S

S
S

S

S

S

S
a.co s
S

S

S

S

.

100¾ $	8.409.92 s	.
1()0% $	76.58 s

I

,ems s	140.78 s
100% S	370.27 s
100¾ S	32,339.04 s

36	100',!, S	23 554.16 s	.

44	100'½ S	22.0TT.44 $	.

umaSta!io

1 EA

s	1.122.28 s	1122.28

0.00 $

1.00 S	,.122...2e

1	100¾ S	1,122.28 s	.

05330.21 TestL"lo & O'lbrilUtion

4452 LF

s	1.30 s	S 800.60	0,00 $

S

0	0% s	.	s

275.00 S	2.S01.25

-

ITEM
I	NO.

DESCRIPTION

PI..MlllEll
QUANTITY

UNIT

UNIT PRICE

CONTRACT
A!lOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE
QUANTITY  %COMP	TOTA!..

Sto Bill
a Sto,-d

05330.22 IWa!tr ou1& As>llilts
Cor.flict Cro:slnQs

1 LS
I LS

s	13,891.40 s	13.8;1.40
$	5.921.00 $	5,921.00

0.60 S	8.33<.8<
1.00 S	5921.00

S
0.00 $

0.8
1

60% S	e..33-4.84 s
100% S	5 921.00 s

AJr Reteue V3lve

1 EA

s	6.050.53 s	6.050.53

S

S	.

0	0% S	$

Cor.nee! to Ex wa:el'line

t LS

s	3.169.32 s	3.169.32

1.00 S	3.169.32

S

1	100% S	3.169.32 s

05330.26 12·o;:Ms wat.erti:\e

952 L.F

$	32.45 $	30.892.40

952.01) S	30 892.40

S	.

952	100'Y S	30,892.40 $

05330.27 12• Gii!eValve
05330.2S 12" 11.25"'Bend
05330.29 12"Tee  • no

3 EA
EA I EA

s	4.234.CS $	12.702.27
$	525.63 s	525.53
s	795.56 s	796.56

3.00 S	12,702.27
1.00 S	525.63
,.co s	796.SS

S

.

S
S
.

3	100% S	12 702.27 $	.
I	100% S	525.63 $
1	100% $	796.55 s

11	1 EA

s	370.27 s	370.27

1.00 S	370.27

S	.

I	100% S	370.27 s	.

tine & Chl0nna1:on

EA
952 L.F

s	3.863.26 s	7,726.52
$	1.43 s	1,3St.36

o.oo s
S	.

S

.

S

I	0	0% S	s
I	D	D'.4 s	s

!er  ,out & Asbullts

1 LS  s	3.914.49 s	3 914.49

S

0.00 S	.	0

0% S	s

ter Mam Subtotal

I	s	364.273.22

$	321.855.35

$	1.122..28 i
I

89% S	322,9TT.'3 s

05345.00 REUSEMAL'I
05345.01 Cc;nnect to ExReU:Se Waterffle

I
1 LS

s	2.795.69

s	2 795.69

S

S	. I

0	0% s	s

05345.02 12" PVc-orus Reuseline

3910 LF

$	32.83 s	128 355.30

J700.00 $	121 471.00

S	.

3700

95% S	121.471.00 $	8,9'7.10

05345,03 4"PVC- ORI8 Reus.ellne

505 L.F

s	10.33 s	5,216.65

505,00 S	5.216.65

S
.

505	100% S	s.2,s.ss s

05345.04 12· G3te v:at,e

7 EA

s	4 63-<C.2( s	32 439.68

7.00 S	32.◄39.68

S

7	100% $	32.439.68 s	.

053-45.05 4"Ga:e Valve
053-45.05 12""'5"' Ben
05345.07 12· 22.5" Sand
053-45.08 12"' 11.25• Send

I EA 4 EA
'11 e.:..
17 EA

s	864.6< s	864.&:
s	559.00 s	2.n6.00
s	sas.ag s	s.a .1;
s	525.62 s	!935.54

CO S	864...
"·00 S	:?.236.00
11.00 S	5.811<.79
17.00 $	8.935..54

o.oo s
S

.

S
S

I	10!1¾ S	8 .64 s

.

4	100% S	2.23S.OO s

,

11	100% S	5,8 .79 s
17	100% S	8,935.54 $

053-45.09 4"'45" Bend

EA

$	179.31 s	179.31

1.00 S	179.31

S	.

100% S	179.31 $

D-$345.10 , .. 22.s·Bend

4 EA

$	ITT.83 s	711.32

4.00 $	711.32

S	.

4	100% S	711.32 s	.

05l45.1l 12"'Tee

EA

s	7 .5!5 s	,. 93.10

2.00 S	t.593.10

S	.

2	100% S	t.593.10 s

IE

53453

S	.

II	100% $	370.27 s

rant

05345,12 1:Z-x--'"R

1 EA

$	417.79 s	417.79

1.00 S	.C17.79

S	.

11  100% $	.;11.19 s

05345.17 Water Reuse Service :o PunTo Station

053-45.1! Te tino
05345.19 Reuse Lawut& Asbuihs
053<5.20 Conffid:Cros:inas
05345.21 Connect to Ex Reuse Wate-fme

I EA

1 :A

s	370.27 s	370.27

1.00 S	370.27

s	,. 1.71  s	1◄S1.7t

36 EA
45 EA

s	57<.95 5	20.695,20
s	6-43.97 s	28,978.65

4415 Lf
1 LS
1 LS
1 EA

s	1.31 s	S.783.65
s	13 835.00 s	13.835.00
s	33 11".ce s	33.11".08
s	2 795.69 s	2.795.69

CEA  s	s

S

Reuse Services• Shon Reu!:e s	- Lona

JS.CO S	20.698.20
"5.00 $	28 97!..65

S
0.60 S	8,301.00
1.00 S	33.17-4.0S
1.00 S	? 795.69

0.001 S	.

0.00 S	.

a.co s
0.00 $

..
.

S
a.co s
0.00 $
a.co s

.
..
.

a.co s	.

0

0% S

s	.

3S
45

100% S	20.698.20 s	.
100% S	28978..65 $

C	0% S	s	.

0
0.6
I
I

0% S
60% S
100-.f $
100% S

s s s
$

1000

s

II

053-¢5.22 12"PVC- OR1B Reuseline

1000 LF

05345.23 12'"G3te-V vc
053(5.2' 12"Tee
053<5.25 12"'C:a:,

EA I EA
I EA

s	(.23'.09 s	12.702.27

$	32.49

$	32,490.00

s	796.56 s	796,56
s	370.27 $	370.27

3.00 .S	12,702.27
1.00 s	796.50
1.0C S	370.27

a.co s	.

S

S	.
0,00 S

100% S

1000.00 S	32.490.0!l

3	100% .S	12.702...27 $
I	100% S	7i6..56 s
100% S	370.l7 s

053'5.26 ICon!'lietCt:o itl.Q
053<5.27 THtlna

2 EA
1000 LF

$	4.028.51 s	8.057.02
s	1.41 s	1410.00

S
S

S
S

C	0% S	s

.

0	0% s	s

053<5.28 Reuse u1  & MOuits

05350.00 STORM DRAIN

0534$.29 Rel.JK' ,Aa,n Sub!Obl

I LS

s	3.914.49

$	3,914.49
$	35&.457.67

0.07 S	27◄.D1
s	320.910.82

0,00 S
$

0.07

,% $	274.01 s	.

.

.

90% s	320.910.82 I s	a.941.10

11

-

05350,01 i8"'RCP
24" RCP
30"RCP
53",c3-4·ERCP
5 t2l x2-4" RCP

2317 LF
295 Lr
,no LF
17

s	36.tS $	88.3&3.55
s	51.89 $	15,307.55
$	67.90 s	116,788.0C
s	168.32 $	159 062.40
s	54.21 s	11.300.96

6

'lx4TRCP

316.00 S	39159.n

7 18"MES
ii  2◄" MES

s	1.273.811 s	3,821.67

2317.00 S
295.00 S
1720.00 S
9◄5.00 S
S

1m
15 052 ..::0
11 300.96

S
S
S
S
S

2317
2&5
1720
9<5
176

1Wlo S	88,393.55 s
100¾ S	15 307.55 $
100o/, S	116.788.00 $
100% $	153 062,.CD s
100¾ S	11 300.95 s

31

s	123.92 s	39 158.72

s	? sse.90 $	3 137.ao

3.00 S	3,821.67

S

2.00 S	3.1l7.eo

S

.

.

0.00 s	.

3	100% S	3 821.67 s

.

316

100% S	39,158.n s

2	100% S	3137.80 $

30"MES
53" x 34· ,.-es
05350.11 (2 x24"MES
05350.12 .c x4TMES

3 EA
1 EA
2 EA
2 EA

s	1.502.14
s
s	3
s	16

s	5,(06.◄2
.S	6257.41
S	6 92<.36

3.00 S	5 406.<2
1.00 S	6.Z57..C1
2.00 S	6,924.36
2.00 S	.64

s
s
0.00 s
0.00 s

3

I

.  I	2
.  I	2

,oo,-. s	5 ◄06,42 s	.

100,, S	6 92".36 s	.

100% S	6 257..Cf s	.
100% $	32.357.64 s

05350.1:?. CurblnJet

21 EA

s	561

21.00 s	t	an

O.Oil S	. I	21

100% S	113,362.20 s

C53M.14 Arefl  'C'Inlet

4 EA  $	3

4.00 $

S	.  I	•

100% $	15 82-'.08 s

05350.15	le

10 EA

s	3,

.S	39,733.80

$

39,733.80

S	.

1,0

100¾ $	39,733.80 s

05350.16	re

I EA

s	5,640.20 S	5.6◄0.20

1.00 s	5.640..20

S	.

100% S	5.640.20 s	.

05350.17

5829 LF

s	6.7'  s	39.2S7,.C6

a.co s	.

S

0	0,SS	.  s

05350.18

341 LF

s	27.9-¢ s	9,527..54	0.00 S

341.llO S	9 527..5.C	341

100% S	9.527.5' s	.

19	Asb-Jit'.S

1 LS

s	20 711.29 s	20 711.29

0.75 S	15 533.4i

0.00 $	.

0.7,5

75'% $	15,533.◄7 s

1 LS  s	6,235.11 s	6,235.11

,.oos	5,235.11

S	.

100% S	6,235.11 s

1 Dt-v.aterina TooAd•ustment 18"'RCP

1 LS IS	50,03.33 $	so 433.33
31 EA Is	458,11 s	1-C 201,,1
I	284 L.F	s	39.07 $	11 D95.ee

1.00 S	.S0,,433.33
11.00 S	5,039.21
60.CO S	234-'.20

S	.
0,00 S

I 11

S	.

I	60

100 $	50◄33.33 s	.

.

35% S	5.039.21 $
21% S	2.3-4<.20 s

.- ao·RcP	1068 l.F	s	67.82 s	n431.1s

0,00 S

0.00 S	.	0

0% S

s	29102.52

0	I1a·uES	1 EA  s	1 2-43.87 s	1,2◄3.87

,.oa s	1.243.87

S	. I	I

100% $	1.2.C3.87 s	.

Po1ie7ol 17

ITEM
NO.

OESCRlPTION

PLANNED QUANTlTY

UNIT

UNIT PRICE

C0"1TRACT

m

AMOUNT

PREVIOUS
QUANTITY	TOTAL

CLRRENT
QUANTITY	TOTAL

JOBTOOATE QUANTITY	%COMP	TOTAL

S to Bill
::.:.:Stored

05350.26 JO JES
05350.27 Curt,lnle1

2 EA
6 EA

s	1 577.25 s	3.,.s.c.so
s	5 19it.97 s

S	-
S	-

S
S

0	0% S	-  s	-

-

-

0	0% S	s	-
-

05350.28 Area Tv:ie 'C' Inlet

3 EA

s	.C 175.19 s

1.00 S	4.176.18

S

1	33% S	(,176.1!  s	-

053502g $to Or:ain W.:anhole

EA

s	-' 778.38 s

S	-

0.00 $

0	0% S	s	-

05350.30 CleaninQ and Video
0S350.31 S!orm Lil\lO'Jl& Asb'Ullts

1352 LF
1 LS

s	9.06 s
s	5.726.49 s

12.2•9.12
5.725.<9

S
S

S	-

0	0% S	- IS	-

0% S	-

0

0	0% s	-	s	-

ii IT00 Ac!lustment

8 EA

s	458.11 s	3.664.68

S

S

0% s	IS	-

Trench Safetv
IOew:1terinQ
0$350.39 IS!orm Drain5'd>total
I
051"5.00 ONSITEROMJWAY

LS
LS

s	2.331.73 s	2.331.73
s	13,'400.67 s	13,400.67
s	911,457.12

S

-

-

S
s	7C7,U2.33

S	-
S
s	9.527.s.&

=·

-

I

0	0% s	-
s  757,009.17

s	-

S	-

s	-
s	29.102..52

05145.01 118" Miamicur:, & G1..-r:er

8775 LF

s	n.◄O s	1 00035.00

2200.00 S	25 080.00

S

2200	25"' S	25,080.00 s	-

QSt-45.02 18" Std.cur., & Gutter

s·

n Area
W Dec::able- Wamina""eildu  Side\-;aOc

102 LF
15480 SF
EA

s	16.50 s	1	0

•

s	5.33 s
s	1 020.00 s

S	-

-

0.00 $
S

O.Otl S	-

-

S
S

0	O¾ s	-  s
0	0% s	s
0	0% s	s

AsohallPave &Maten Exi:stinc Grades

1 LS

s	-  s	-

S	-

S	-

0	0% s	-  s	-

0S145.06 12 Co  cied 0nsite Subarade

14536 SY

s	6.39 s	O? 739.68

7166.00 $	45,71Q.oa

7370.00 S	<7.020.60	1"'Sl6

100% S	92.739.68 s	-

05145.07 s Umerock Base Course

12563 SY  s	9.02 s	1133t826

3300.00 $

o.co s

3300	26% S	29 756.00 s	-

05145.08 1• A.s:hat! T  S? 9.S ltst Uft\

12563 SY  s

6.17 s	ns1J.11

2509.00 S	1

S	-

25091	20% S	15.480.53 s

05145.09 ,. Asohalt T  SP 9.5 ane1Lift

12563 SY  s

s	TT.S':.3.7t

S

O.CD $

0	0% S	-  s

so	1LSs

;.6.17 s	,4,770.00

0.10 S	4TT.OO

a.co s	-

0.1

10% S	477,00 s

-

1 LS	s

s	S.259.60

0.10 S	525.96

S	-

o.,

10% S	525.96 s	-

Lavou!& Asbuits

1 LS	s

28. ,,.,o s	28,053.50

0.30 S	S.416..08

0.10 $	2.805.36	o.•

40% S	11,221.«  s

0.-rb& Gutter

1645 LF	s
1657 LF	s
925 SF  s

s	19 753.00
i9.!0 s	32808.60
5.33 s	•.930.26

C.00 S
S
S

S
a.cos
0.00 $	-

0	0% S	-  s	-

-

-

0	0% S	-	s	-

0% S	-

0	0% S	s

lnollnduOes5"SldewalkEl<1ct,	5 EA

s	960,00 s	5,760.00

S

S	-

0	0% s	- s

0

.. 05145.22 Slanaoe
0514S.23 $1miffQ

. nt& Ma1Ch Exi$:ine Graee.s

1 LS
7867 SY
7i33 SY
7133 SY
7133 SY
1 LS
1 LS

s	2.338.71 s	2.338.71
s	6.25 s	49 169.75
s	9.17 s	65,40il.61
s	6.08 s	.(J,368.64
s	6.58 s	46.935.14
s	3,600.00 s	3.600.00
s	S 400.00 s	S.◄00,00

S
S
S
S
S
S
S

S
S
S

-

S
S
S
D.00 S

0	0% S	-  s	-

0% S	-

0

s

0	0% S	-  s	-
0	0% S	-  s

0

s

0	0% S	-  s

-

0	0% S	-  s

05145.24 R(l:adv4v l.:1vout & M!>uits on,s.2, IOnsite R dw.lV Subtoal
I
05&10.00 IOFFSITE ROADW.. Y
05810.01 !Gener.al Conc!.itions

1 LS

1 LS

s	12.650.49 s	12.650.49
$	171.598.1S
s	28.8"'9.51 s	28.849.51

S
s	125,46-4.'5
0.00 $	-

S	-
s	'9.&2S.,6
S	-

0% s	s
20% S	175.290.&i s

0	0% S	-  s

05510.02 M0bitintion

LS

s	5,5"5-.73 s	5.5'5.73

0.00 s	-

S

0	Q½ s	-  s

05!10.03 Geotechnie.11 Testin<I & Observation

1 LS

$	10.oa,.20  s	10.081.20

0.00 s	-

S	-

0	0% $	-  s	-

-

osa10.o, General Condltio.,s
ose10.0s Mobillz:ation

1 LS
1 LS

s	28.M9.5i
s

s	2S,84!t51
$	5.5<5.73

S
S

S	-
S

0	0-/2 s	s
0	0% $	-  s

05810.05 Gectechnic:11 TestintT& Cbser\':ation 05810.07 Cleannn & GNt:•

1 LS	$
1 AC s

- 5.73  $	9, ,o,.,o
s	3.900.0'l

S
S

S	-

-

S

0	O½ $	-  s
0	0% S	-  s	-

05810.08 Clear'.r.n & Grubbm.,

2AC	s	3.

s	6,000.00

2.00 S	6,000.00

S	-

,2	100% S	6 000.CO s

OSBto.09 Conffl'Udicn En1r:lince

EA

s	3,319.43 s	3 19.43

,.co s	3.319."3

S

100% S	3,319.(3 s

oseio.10 Silt Fe11ce

2010 LF

s	0.90 s	1 809.00

S	-

S

,0	0% S	-  s

-

-

05810.11 Inlet Protection

EA

s	689.91 s	1 379.82

1.00 S	689,91

S	-

5()<1, S	689.91 s

oss,0.12  rtt Protet:ion IMtafbtion
05810.13 Eros,on Co trt>I f../o,a.mtenanee

LF
LS

s
s	1,745.68

s
s	1 745.68

S
S

S	- I	0

-

-

,

S	I	0

O½ S	s
0-/2 s	s

058 0.14 Seed and Mulch Oisturtled

•=SY

s	2.9" s	12,447.95

S

S	- I	0

0% s

.- s

059-10.15 Dress Ots:Mbed	I	1900 SY
05810.16 Co:'IS"y"'Ue:ion Entrance	1 EA

s	0.60 s	1,140.00
s	3.319..43 s	3319..Cl

S
1.00 S	3.319.43

S	- I
S	I

0	0% s	s	-
100% S	3.319.43 s

2080 LF	s	0.90 s	1.872.00

2080.00 S	1.872.00

S	-

2080	100% S	1,B72,00 s	-

05810.17 ISitFence	1Mallalic>n

EA  s	395.95 s	1.583.80

S

S	-

0	Oo/, $	-	s	-

500 LF

s	2.02 s	1,410.00

500.00 S	1.410.00

S	-

500

100% S	1.410.00 s

Main1enance
05810.21 Se d:11r:.d Mulch Disturbed

1 LS
<635 SY

s	2.215,07 s	2,215.07
s	2.9< s	13 626.90

0.00 $
S

S	-

-

0.00 $	-

S

0	Oo/, s	-  s
0	0% S	s	-

1499.00 S	1.'69.02

s	-

05810.22 lmoonFiD.Site 8.Jlance

318 CY  s	13.10 s	4.1ss.eo	318.00 S	4.165.80

S	-

318

100% S	4.16S.80 s

•

1499

Balance

s1CY 2s	n.79 s	5.036.48

351.00 S	4.13!.29

S	-

351

69% S	4.138.29 s

U.99 SY

s	0.98 s	t.469.02

100% S	,.46&.02

(ROW Linc 10 O.S B.)Clc or Curb}

0 SY  s	s

0.00 S	-

S	-

0% S	s

FiD

s

s	-

.&A.:.s!nlMts

LS

s	3 408.00 s	3 40!1.00

1.00 S	3.<ce.oo	0.00 S	.-

1	iOO% S	3.,oe.oo $	-

-

OCY

218< SY  s	0.98 s	2 140..32

S

S

0	0% $	- s

Shoulder,; fROW Une to 0.5' cir:cfCurb)

O SY	s	s

S	-

S	-

Of	oi- s	s

•05810.30 Gnid:in L ou1& As l'ts
ose,0..31 18"RCP

1 LS
104 LF

s	2.00<.00 s	2 00<.00
s	37.00 s	3.857.26

S
S

a.co s	-

01	0% S	s

-

OI	0•4 S	s	-

S	-

S

S

0

0% S	-

s	-

05510.32 30" RCP

2 LF

s	412."8 s	17 324.16

20.00 S	8.249.60

a.co s	-

201	48% S	8.2<9.60 s	-

ITEM
NO.

DESCRIPTION

PLANNED QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL
.

CURREllfT
QUANTITY	TOTAi.
.

JOBTO DATE QUANTITY	%COMP	TOTAL

Sto Silt
uSto d

05810.33 18'"MES

EA

s	1 730.51 s	1,730.51

S

S
.

0	Ol'I S

s	349.ijO

05810.34 Hlnlet

EA

s	6 t57.87 s	12 315.74

1.00 S	6.157.87

S

1	51>% $	6,157.87 s	.

05810.35 Ckaninci and Video
05810.36 Storm -.Jtt.As?>u
05810..37 To: Adiustment

10.:. LF
1 LS
1 LS

s	62.62 s	5,512.'B
s	2 Q.42..::9 s	z().(2.49
s	16.22  s	916.22

S

.

S
S

0,00 $	.
S	.
S

01	0% S	s

Of	0% S	.

.

s	.
01	0% S	s	.

05810.38 Treneh SafeN

1 lS

s	1,551.07 s	1,551.07

0.25 S	387.n

0.00 $	.

0.25	2S% S	31!17.77 s	.

05810.33 Ccw.lten."IO

1 LS

s	2.693.73 s	2..693.73

0.2S S	673..43

S	.

0.251	25% S	673..43 s	.

05810..CO 30"' RCP

422 lF

s	67.52 s	28.493.«

S

S

0	0% S	.	s	.

05810.• 1 130" M:S

4 EA

s	1.801.92 s	7.207.68

S

S

a	0% S	s	.

05810.42 IC Inlet

3 EA

s	2.803.26  $	8.◄09.78

3.00 $	a..:os.,.1s

S

3	100% $	!409.76  s

05810.43 0-Jtlet Ca Structure 0S81O.« C aninc and Vide-o 05910.45 Stam, Uvottt& Asbu .s 05!10.46 ITreneh S;fctv

2 EA
<22 lF
1 LS
1 LS

s	3.333.90 s	6,667.80
s	15.7Sil s	6 663.38

·1

s	4.2.¢1.00 s	4 2.(.1.00
s	1.551.07 s	1 551.0i

S
S

.

o.oo s
0.0 S

S
o.oos
S
D.00 S

0	0% s	.	$	.
0	0% s	.	s	.
0	0% s	.	$	.
0	0% s	.	s

500'7

''" s

s	4,543.st

S

S

0	0% s	.	s

Utiit-.. lnslaJlatior.

$	$	12934.30

1055,CO S	12,03-4..30

S

105$	100o/. $	12.S .30 s

3	s	$	17 768.80

S

S

0	0'/4 s	s

1 llnWdes 5' Sld I Ex'len
& MDlchExistino Gr.ide:;;

s
1 LS s

s	, 2n.oo

1

16304..58

5.621.87 s	S 821.87

o. o s

.

S

S	I	0

S

143<

S	0

0% s	.	s	.

1434.00 S	16,30-4.58

0'1, s	.	s

0

C34 Sf

$

11.37 $

n

SY

s

9.94 $

1434.00 S	14.253.&6

S

1'3<	100% S	14.253.96 s

05610.55 1" A.sPhalt 1voe SP 9.S Q.nd Lift)

SY

$	10.20 s

143-4.00 $	1-'.626.80

S

1434	100¾ S	14,626.60

$

mo	i540 SY  s

9.22 $	1-4198.80

1 0.00 S	1-4,198.!0

S	I	1 0

100¾ S	14.198.80 $

100% $	16. .SS $

OSl!t0.56 Stenaoe

1 LS

s	2 394.00 $	.00

1.00 $	2 394.00

S

1

100% S	2..3g,.oo

$	.

-0S81057 S •• C

1 lS

s	12,846.00 s

.00

1.00 S	12.8'6.00

S

1	100% S	12.8'6.00 $

1 LS

s	3.268.00 s	.00

1.00 $	3.280.00

2715 SY

$	15.77 s	-42615.55,

2715.00 S	42,815.55

0.00 $

S

1

100% S	3.288.00 $

.

271S	1001'1 S	42..815.55 s

IC
1
Wammi;
& Maten naGr:ides
rade

1 LS	s
12625 SF	$
2 EA  s
1 LS  s
2516 SY	s

13 200.00 s	13.200.00
s	67.1ss.
1.33
e.ss

S
0.00 $
S
S
S

S
S
S
S
S

0	a..s

.

0	O¾ S
0	0% S	.
0	0% $	.
0	0% S	.

$

.

s
s

s

s	-.

-

05810.65 5- Limerock Base Course 0S810.66 1· Asol\alt Tvoe S? 9.5 nst Utn 05810.67 ,- Asch31tTvoe SP 9.5 f2ndUfl:}

2400 SY	s
2400 SY  s
2◄00 SY	s

.00
8.3S S	20.()6.o;.00
a.76 $	21,02.:.00

S
S
S

0,00 $
S
0.00 $	.

0	0% S	.	s	.

.

0	0% S	.	s	.
0	0% S	s	.

05810.66

naoe

I LS

$	1 368.00 $	1.368.00

S

S	.

0	0% S	s	.

i

0$810.69  • ma

1 LS

$	18.282.00 s	18,282.00

S	.

S

0	0% S	.	s

05810.70 Road"Nav Uvout & As itts
OS.!110.71 M I ar:d Resurtaee 05810.72 Malnttnance of n!fic:

1 lS
2400 SY
I lS

$	7 ns.oo $	7 776.00
s	13.86 s	33.264.00
s	7.80tl.OO s	7.800.00

D.00 S
S

.

S

0,00 S	.
0.00 S	.
S	.

0	0% S	.	s

0% S	.

0	s
0	0% S	s

05810.79 Oflsi'le Roadway Subtotal
I
05815.00 OFFSJTE WATER

$	U4.JU..S9

$	187,33Ll2	•	.

27% S	1117.33'2.32 s	3'9.110

05815.01 Connec: l:> Ex W:,tertine

1 lS

s	2.803.40 $

S

S	-

0	0% S

s	4a.c..,2

05815.02 12" OiM8 Walet1ine

1710 lF

$	32.39 $	o

100.00 S	3.239..00

0.00 $

100	6% S	3,239.00 s	32.158.0t

05815.03 12· Ga:• Valv•

2 EA

$	5.0'5.86 $

0.00 s	.

S	.

0	0% S	.	s	.

0581S.04 t2"Tce

1 EA

$	796.56 $	798.S6

0.00 $

S

0	0% S

s	<OS.SO

0S815.05 12 Cao

l EA

s	370.27 s	370.27

0.00 s	.

S

0	0% S

s	27H2

05515.05 Testino & Chro tion

1710 LF

$	,.31 $	2240.10

0.00 $

S	.

0	0% S	.	s

05815.07 Wate-r U'VOut& Asbuits

1 LS

s	s.,11.00  s	5,.C.1i.OO	0.00 s

S	.

0% s	s

05115.D9 Offsilr Watrr Subtot::11

D51120.DO OFFSITE SEWER
Conned to Ex Force M.atn

lS

1

$	2 795.69

s	77,107.95
I

s	3,239.00

S	.

$

S	.
.

...,. s	3,.239.00 s	33.320.'S
0	0'1, S	s	983.69

12" OR·18 PVC Fo:t:e M3in

1630L=

s	32.6-'

100.00 $	3.2S..OO

S	.

100	6% S	3.26'.00 $	37 973.87

1CiOR.t8 PVC Foree Mai:i
I 05820.0• trGaileV:,l\te
05820.0S 12""Tee
05820.06 12·x 10"Reducer
05820.07 12'"C;.o

86 lF	s
3 EA  s
1 EA  s
1 EA  s
1 EA  s

27.55

1.33

o.co s
S

.

S
S
o.ao s	.

S
0.0C S
S
S
S

0	O'k $
I	0	O"IS

.

0	oc,.;, $

.

I	0	0% s

.

.	0	0% $

$

.

s	5 9◄9.76
$
s
.	$	673..10

Lavout& Asb1..'ilts
ssina
0512C.19 itt Sewer Subtot::11

I 05825.00 OFFSITE REUSE

1716 lF
1 lS
EA

EA

s
s	5,42<4..20
$	,. l.42 $	4,643.42
s	88,376.U

s	2 795.59 s

S	-
S
1.00 S	4.&C3.42
s	7,907A2

S

.

S
S
s

0	0% $
0	0% $
1	100% S	4.643.42
I	9% $	7,907.A2
I

s
$
s
s	.S,S!OAl

Connect to Ex Rouse W:mirtne

2 795.69

S

S	-

01	0•1. S

$	4-84."2

12· PVC..OR:18 R•u.se,l:.ne

1705 LF

s	32.-49 s	55 395.45

100.00 S	3.249..00

S	.

,oo	s•,. s	3.2.C.9.00

s	17. 92

12"Gate-V;tve

:A

s	5 e59.19 s	11 71B.3e.	0.00 S	.

o.oo $	.

0	0% S	s	.

12"'Tee

1 EA

s	796..56 s	796.SS

S	.

S

0	0% $

s	<OS.60

05825.05 12"C30

1 :A

s	370.27 s	370.27

S

S

- 	0	0% S	s	272.42

ITEM
NO.

DESCRIPTION

PLANNED
QUANTITY

UNIT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE QUANTITY	%COMP	TOTAL

StoBcU asSton!'d

05a25.06 Tcsti !l
05825.07 Reus UM)..::& Asbuilts:
05425.09 Off"- RauuSubtoal

1705 LF
1 LS

s	1.32 s	2.250.50
s	5,41i.OO s	5 411.00
s	71,737.9$

S
S
s	3,2.C.9,00

S

.

o.co s
s

0/	0% S

.

0	0% S
I	,•1. 5,	3,2,9.00

s	.
$	.
s	11,185.36

.

.

10000  C01 -ADDL CLEARING FOR ADDED LOTS lN PHASE 1B

05105.46 SUt Fe-nee

14220 LF

s	1.46 s	21.045.50

1,220.00 S	21.045.60

a.co s

14220	10C% S	21.0<.5.60 s

05'10.03 Clcal't'lo & Grubbino

33 AC

s	.(.,012.00 s	132.395,00

33.00 S	132 395.00

S	.

33	100% S	132.395.00 s

10990
11000

C01 • Addi Qe,a •  for AddedLotsin Ph.a.H 18 Subtot:11
C01-WETLANO CLEARING & FlUJNG PHASE 2

s	153,',C1.60

s	1S3.4"'1.60	s	.

100% S	153,'41-'0 s

05105.47 SiltFenee
05110.04 CJeam & Gtut>oinci 05110.05 Strio & Fil Wetland Arns

S6B5 lF
11 AC
33275 CY

s	1.4& s	8.◄13.SO
s	4,012.00 s	44.132.00
s	31.9-4 s  1.062.803.50

5585.0:l S	a.,13.ao
11.00 S	◄4.132.0D
33275.00 S 1.062.803.50

0.00 $
S
S

50115
11
33275

100% S	5,413.80 IS	.

.

100¾ S	4', 132.00 I s
100% S 1.  B03.SO IS

11990

C01 •Anabefle l&llnd Addi Cle-arinq & W.11.and.$Subtotal

s  1,115.3-49.30

s  1,11$,3'9.30	s

100% S

1.115,349.30 Is 	

12000  CO2 • CHANGE REUSE MAINFROM PVC TO DIP

05825.10 Oe®di 2• PVC Pice Ma:ffl.31
05825.i 1 IAdd 1.2'" Ot.:ctlle Iron Ploe Materw

1 LS
I LS

s	r"8.12,.so s	48,121.60
s	93,853.60 $	93,853.60

t.lJO S	'3.121.60
1.00 $	93.853.60

0.00 $
S

1	100% S	f,'8.121.60) S	.
1	100% $	93.853.60 $

12990  CO2-Chance Rflde Main fromPVC to DIP SubtoQI

13000 IC03-SAllllRIDGE OFFSITE
13001  /COJ. SAllllRIOGE OFFSITE- EARTHWORK
ss10.a  l	nFiJ - Site $3:lan:e

-316 CY

s	.C.5.732.00

•

s	13.10 s	4.165.aO

s	45.732.00

.:318.CO S	4 165.80

s

I

S	.

100-4 S	45.732.00 s

-318	100% S	4 155.80 s

S810111 /Fir.oGrodino•R: .., ...

.1.:.99 SY

s	0.96 s	'·

-1-'99.00 S	,.469.02

o.on s	.

1-499	100% S	11 469.02 $	.

s	3.-408.00 s	(3

-U D S	.408.0D)

O.OQ S

.

0	QY, s	.

s

.

-1	100% S	D,40!.00  s	.

•

s	2.9< s	11,216.10

eJ	s	0.60 s	2-269.00

S

s

..

o.on s

0	""s	.	s

co	•

s	0.90 $	4,365.00

S

s

a.on s	.

0	O¾ S	s

IM Offt.itc • Earthwork Subtotil

$	8.&27.21

$	'9,042.42)	s	I

-102"4 $

(... 42.12) S

14000
-  5820.2

C03 ..SANOR10GE OF'FSITE• FORCE MAIN
12• ,s 9er.d

4 EA

s	1 388.43

s	S,SSl.n

a.co s	.

0.00 s	.

0	0% S	.  s	.

5020.21 12·eonruac

EA

s	8,555.51 $	8 555.51

S

o.on s	.

0	CW, $	.	s

C990
1s000

C03 .. Sandridqe Offsm,- Fo,ce, Main Subtotal
COl - SANDRIDGE OFFSITE -WATER r.tAL\I

I	s	U,109.23	s	.	s	.

-

.	I

0% s	.	s

58t5.l  1T OR-18 Watertine

50 lF

s	32.39 $	1,519,50

S	.

o.oc $	- I	0	O¾ S	.	s	.

5815.11 12• -<S Ser:d

3 EA

s	769.53 s	2 308.59

S	.

S	I	0	0% S	s

5815.12

EA

$	5 i35.05 $	11470.10

S	.

0.0D S	.

0	0% s	$
.

5815.13
15$90

16000

rid..Offslte. Wo1>rMain su•10111	I COJ. SANDRIDGE OFFSITE-WATER REUSE SYSTEM

EA

s	946.78 $	2 840.34
s	18.2Jl.53

S

.

s

.

0.00 $
s	.

.

0	O¾ s	s
0"4 s	s

5825.12 12"45Ber.cl
5825.13 Conflict Ctossino
5825.,4 1Z- G.,te Valve

6 EA
2 EA
1 EA

s	769.5< $
s	s,8n.a" s	1•1 2•
Is	5B59.19 $	5	9

S

.

S
0.00 $	.

S
0.0D S
S	.

0	0% S	.	$

.

0	0% S	.	s
0	0% $	s

16'90

C03 - ndridge Offue• tff Reus.e System Sc.ibtotal

I	s	2.2.2'32.11	s

$	I	I	0% s	.	s

1700()
810.86

C03 - SANORJOGE OFFSITE-SANORIDGE ROADWAY DEDUCT
12	e O.dud	_,540 SY

s	9.22 s	11,.198.80

-1540.00 S	114191!1.80

S	.

-1540	100•... $

5810.87 s·	ou:se oe:duct

-1434 SY

$	tl.37 s

·1'34.00 S	116.30<.58

S	.

-1434	100% S

116•,.m·a1sS

58-10.88 1"	9.5 1st Liftl Occ!uet

-143' SY

s	9.94 s

·14'J4.00 $	1'.253.96

S

.1434	100 S

(14	S	.

a!E

sa10.e9 r 01'1:llt 1-  S? 3.5{2ndLift) De:!ud

-1434 SY
-1 LS

s	10.20 $
$	2 394.00 s

-1434.00 S
-1.00 S	:626.BQil

S	.
S	.

-14	100% S
-1	100% S

04	S
l'2394.00 S

1	•1 LS

$	12846.00 s

-1.00 $

S	.

-1	,co,- s

2846	$

rt& MbuiM Deduct 5810.93 Mil and Re.sutta:e: Ot':fod
17990  C03 -Sandndae Offs.tu- .. Sandridae Road  ONfuet Subtom1

18000 C03 • SANDRIDGE OFFSJTE. SANDRIDGE ROADWAY ADO

-1 LS
-2715 SY

$	3.268.00 s	3 28!.00
s	15.n s	(42.815.55
s	(120,727.69)

.,.oo s
2715.00 S
s

'ii

(42.815..55
(120,727.69

S	.
S	.
s

-1	100% S	s
-2715	100-AI S	•	s
I	100% $	1•	$
I I

5810.94 So..:u!

1 LS

s	1 242.62 s	1.Z42.62

S

S	.

0	0% S	s

5810.95 Cono-e-te Cut and Reoal"

\ LS

s	22 587.32 $	22 587.32

S

S	.

01	0% S	.	s

5810.96  Patch Re().ail'

1 LS

s	11,0 .16  s	H,029,16

1.00 S	11.029..16

0.00 S	.

11  100% S	11.029.16 s

5810.97 MOT

1 LS

$	3 600.00 s	3 600.00

S

S

01	0% S	s	.

11990

19000

C03 • Sandridqe Otts.ie - Sandndqe, Ro,dway AddSu totat

C03 • SANDRIDGE OFFSITE • LIATERIAL ANDFREIGHT MARKET ADD

s	ll.459.10

IS	11.029.1'	s
I I

29% S	11,029.16  s

.

I

5815.14
5810.93

PVC r.ib1enal Inc-ease	1 LS
?recast Struct'.11e- lncrea,e	1 LS

s	51 130.59 $	51,130.59
s	879.72 s	879.72

1.00 S	51,130.59
1.001S	879.72

S	.
S

1	100% S	51.130.59 s
1	100% $	879.72 s

agc10cf17

ITEM
,.N..O..,

DESCRIPTION

PLANNED QUANTITY

lNT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOB TO DATE QUANTITY	%COMP	TOTAL

$:oBiD
uStorad

COJ. S.nctridne Offshe .. Mltrrial .andF kmt Markf't Add Subtoal

$	52.010.31

s	52.010.31	s	I

100,:, S	52.010.31 s

20000 IC:-RpUSSELLROADOFFSITEDRAINf<GE

25 LF

s	57.52 s	1.eaa.00

0.00 $

S	.

0	0% S	-  s	-

ES	2 EA

s	1.SOt.92 s	3,60l.6

S

S	.

0	0½ $	.	s	.

lnlel Oec:ltd	I	-3 EA

s	2 803.25 s	8 409.78

-3.00 S	,	09.78\

S

-3	100l\ S	{B.409.78\ S	.

Inlets	2 EA

s	< 486.05 s	8,9n.10

S

S	.

0	Ol\ $	s

5810.104 Dr3in11oe 11,'..>terialIncrease	1 lS
5810.105 Pavino Inetea.se	I	1 LS

s	12.922.72 s	12 922..72
s	7 760.<8 s	7.760.48

S
S

a.co s	.
S	-

0	0% S	.	s	.
0	0% S	-  s	-

20990

COJ - Ruu.11Road Offs Ora,narx SublOQI	I

s	26.537.36

s	(8..&0,,78	s

2%  s	rs.,o,.1a s

21000
21001
5130.1

C03 ..BLOCK lSL.ANO
C03. BLOCK ISLAND EARTHWORK
l"""""!'t:Jnc:?beeFill

12588 CY

s	11.34 s	142.7,.7.92	12588.00 S	142,747.92

S

12588

100% S	>42 747.92 s

5105. 8

B<,ITTI$

3955 SY

s	2.07 s	&,186.aS

S	.

D.00 S

0	0% s	.	s

51D5.49 Sod""'""

3955 SV

s	2.9' $	11.627.70

0.00 S	.

S

0	0% s	.  s

5145.3

Si	Add

◄050 SF

s	5.33 $	21 586.50	0.00 S

S

0	0% s	.  s

21990

i

22000

C03 ..stack island E.al"U'IWOrtc SUbtotll
CC3. BLOCK ISLANDFORCEMAlll DEDUCT

s	1&4.148.97

s	142,747.92	s

78% S	1'2,7.C7.92 s

Connedto Ex Fon:eMain

·1 LS

s	2 874.01 s	a 874.01	-1.00 S	!2.874.01}

S

-1	100% S	n.a1,.o s

s· Orl:-18 PVC Force Mllirl a· Gale Valve
B"Tee

-1010 LF
-3 EA
-1 EA

s		18.79 s ,,a.9n.sio\	-1010.D0 $  ,uin.90, s 2.01•.o.c s 16,0-42.12\		 -3.00 S	6.0<2.12) s	707.52 s   no1.s2,		-1.00 S		f707.62

0.0D S	.
S
S

-1010
-3
_,

10C% S	nun.so  s

-

100% S	(6.0.t.2.12 s	-
100% S	'707.62 s

a·C3o Connie!.Crossmm

-1 EA
-1 EA

s	439.26 s	(439.26'	-1.00 S	f,439.26
s	3 4$4.03 s	r.l.45<.03	-1.00 $	rl.<S<.03

S
S

-1	100% S	<<39.26 s

.

-1	100% S	r.J,45-4.03 s

•

AlrRclc.ucV.atve 5335.37 TestiM

-1 EA
-1010 LF

s	S,387.50 s	{8.387.SO\	-1.00 S	(8.387.50

s	46.221.0l)

s

s	C46.221.03)

s	1..¢1 s	(1.42-'.10	-1010.00 S	f1.42.¢.1Q

a.co s	.

s

S

-11  100% S	fB,387.$0 s	.

100% S	{"6.221.03 s

.

100¥.. S	r.!.169.32 s

-1010	100'% S	1.,24.10 s

22990

23000

C03 • Block lsbnd Forcr Mien D duct Subtot:1.I

C03 -BLOCK JSL.AND WATERSYSTEM

s

•1 LS

3.169.32

<3-169.32	-l.00 S

S

nr.ca!0 Existrll'I W.teM.e Add 12• OR-18 Watertrie OeOJd

1 LS
-il52 LF

s	2,9!!!1.29 s	2.9!1!.29	l.OD S
s	32.45  s	c.J0,832.40	..S52.00 S

S
S

.
.

5335.38 Force M.itn Lavo&Asbuitts

-1 LS

s	3.914.0:9 s	l3.!il1(,4SI}	-1.00 S	'3.!il14.4i

O.DO S	.

-1	100% S	r.1,!i11◄.49 s	.

Connect lo	W:u.er&te Dedud

1.169.32

.

_,

5320.45 12"	v,dua
5330.47 8" 1	d

8" CR•18 Wa1 rtine Ad:

s	25.85

s	2• 945.25	965.00 S

24

5330.+4 12" Ga c Valve Deduct

s	4.234.09  $	(12,702.271	-3.CO S	r

$330...S B"G teV

s	2.431.66

$	7.294.GS	3.00 S	7,  :QI!

5"0.'8 1C,ce  eel.let
5330,.¢9 8" Tee Add

EA
1 EA

955 LF

-3 EA

3 EA

-1 EA
EA

$	796.56 s	.,.co s	1796.56

1
-952

100% S	2.988.29 s
100%. S	□o892.40 s

S

965

100% S	2, 9◄5.25 s

S

-3

100% S	(12702.27 s

S

_3,

100% $	7.29'.8! s

s	525.63 s	525.63	-1.CO $	525.631
s	404.60 $	404.60	,.co s	<04.60

s	603.61 s	1.DO S	503.61

S	-

S	.
S	.

.

S

100% S	96.SS s

_1,

100% S	(525.63 s	.
100% S	40-4.60 s	.

1	100% S	603.61 s

5330.5 12" cao De.duet

-1 EA

s	370.27 s	-1.00 S	{370.27l

0.00 S	.-

-1	100% $	1'370.27\ S	-

5330.51 8" C:.oAdd

;A.

s	287.75 s	575.50	2.00 S	575.SO

S

I	2	100% S	575.SO s

23990

24000
5345.3

C03 • Block ls.land watH m Subtotal

C03-BLOCK ISLAND WATERREUSE SYSTEM
ConntoEXReuse W:itert:-ne Oet!1.'d

-1 EA  s

2.795.69

s	f11,6".22l
s  i

s	(11.6".221

-1.00 S	<2.795.69

s
S	..

100% S	(11,644.221 S

-1	100¾ S	tz.795.69 s	.

5345.:U Connect tO EX Reuse Watertlne Add

1 EA

s	2 986.29 s

S

S

0	c,e,; $	s	.

5345.32 12"PVC-DR 18 Reuseli.-,e Oeduc::

-1000 LF

s	32.49 s

)	-1000.00 S	<32.490..00

0.00 S	.-

-1000	100% S	132..490.00 s

5345.33  8"' PVC- OR 18 ReusAdd

1027 LF

s	25.79 s

S

S

0	0% S

s	19,L10.30

5345.34 12."GateValve Deduct

-3 EA

s	.t.,23'.09 s	1

-3.00 S	12.102..2:n

S	.

-31  100% S	(12.702.27} S

5345.35 a· Gate ValveA.:!d

EA

s	2 •31.66 s

S	-

S

0	0% S	s

53<5.36 12" Tee Deduct

-1 EA

s	796.56 s

l	-1.00 S	f7S6.56

S

-1	100% S	1796.56 s	.

5345.37 a·Tee Add

I EA

s	603.61 s	603.61	0.00 S

S	.

0	0% S	.	s

5345.38 12" Cao Ceded

I EA

s	370.27 s	(.370.2	-1.00 S	(370..27)

S

•1	100% S	370.27 s	.

•

2'990 IC03 • Sloek!slandWa1er ReuseSystemSubtotal

25000  C03 - BLOCK ISLAA'DDRAINAGE
SJSO.-'  Ccn::otSttuctTVftf!: c-Inlet Oeeuct

s	,,,.,93.a.t.)

s	3.956.02 s

s

0.00 s

5350.41 ia- MES De t.1d

-1 EA

s	1.273.89 s

.,.oo s	1 273.8i)

Sl<S.39 8"'C-anAdd

1 EA

s	287.74 s	287.74	0.00 S

S

0	0% S	.	s	.

5350.42
2$990

26000

5350.43 C03- Sloclc: Mat ri.al lnc:rease

5145.31 C03- SJod:	d PaVl"'lo lncre.i

1 LS

s	27,944.42

s	21.9«.•2	0.00 S

26990

is• RCP Dtdu:l
COl • 8'oc:k nd Ina  Subtotal

C03 • BLOCK tSLANO- M.ATERLAL MARKET INCREASE

C03. Block  nd Block lstand • Mate-NI Market lnc H Subtotal
I

-1 EA

1 LS

s	13,704.90 s	13,70..90	0.CO S

s	41,&49.32	s

0.00 s
s

0.00 s

-60LF

s	38.15 s
s

.

1.00 S	13104..90

.

S

s	1J,7Q.A.90

1

100% S	13.70-'.SO s

0

s	(49,154.79)

-LOO S	r.s.956.02

_,

428% S	(49.154.791 S	1s.,,o.3o

100% S	3.956.02 s

-1

,oo,-. s	1273.!9)  S

-60.00 S	t2 289.00)
s	(7.51U1)
.

100% S	"283.00  s
,oo,.. s	(1.511.11) S

os , s

s

3l% S	13,704.90 s

P.igcll of17

 	

5330.63 e"C:Jo	1 EA	$	297.74 s	287.7"	1.no s	2e1.1,	o.oo s	1	100% s	2a7.7" s	
 5330.6" Flusltlna Hvdiant	2 EA	S	1.577.74 S	3.155.48	0.00 S		0.00 S		O	0% S	-	S	
5330.65 Confli::tCtou.ino	1 LS	S	6.799.00 S	6 799.00	1.00 S	6,799.00	0.0!l S	-	1	100% S	6 799.00 S	
30990  C03 Phan1A. te,Svsi.m Subtotal		J $	l6.SS9.07	$	"·'°3.55	S	•		'1o/. S	33,403.59 S	
											
31000  COJ PHASE 1A • WATER REUSE SYSTEM											
53,,45.4 12"'PVC-OR18Rcuseline	-410 Lf	S	32.83 S	13.(60.30	410.00 S	13,-160.30	0.00 S	-	410	100'% $	13.460.3D  s	
S3"'5.41 8"' PVC• ORtB Reusetine	340 LF	S	25.57 S	8 693.80	MO.DO S	8.693.80	0.00 S	-	340	100% S	5	

ITEM
NO.
Z7000  C03 PHASE 1A

DESCRIPTION

Pt.AN>.'Ell QUANTITY

UNIT

UNIT PRICE

CONTRACT AMOU>IT

PREVIOUS
QUA.'ITITY	TOTAL

CURRENT
QUANTITY	TOTAL

JOBTOOATE
QUANTITY	% COMP	TOTAL

StoBiD as Stored

27001 C03 PHASE 1A ..EARTHWORK
5105.5 GPS ModcfinQ 5130.11 lm""':"'3nd ?bee fl:J
2n90 C03Ph,a.H U, • Eantrworll: Subtolal

, LS
1800 CY

◄.800.00 S
11.5'  S
$

4.900.CO
20772.00
ZS.572.00

CO 5
1800.00 $

.C,800.00
20,772.00
25,572.00

S
o.oo s

- I

1
1800

100% S
100% S
100% $

4,800.00 S
20 772.00 S
25.572.00 S

'116Deduct

-3 EA

	1 EA

Scrv,ceAc!.d
H'V Se-M:r Subtotal

2 EA

S S S

7 313.53 $
11,055.39 $
670.26 S
$

r11. D.59 lt.055.39 1.341.n (9,458.19)

-3.00 $
l.00 S
2.00 $
S

t2t. 0.5SI
11,055.39
1341.72.
(9,458,191

S
S
S
S

-
•

--l l 2

10 4 S	'21.940.59) S
100 S	11.D5S.3ii S
100% S	1,3-41.72 S
1DO% S	9,458.19} $

29000  COJ PHASE 1A-FORCE MAIN
5335.39 8"0R-18?VCForu-Mai'I

798 LF	S

19.\4 S

15.273.72

798.00 S

15273.72

S

-

798

100% S

15273.72 S

53l5.42 8"90 nd Oeduci
53S33355.-.4,t43   AB,"rx    R4••Tleee-AVdda      ivd••.[jMa;§i!nE;ho1iii•i::========+====
5335..(S 4" 22.S 8end
5335,'6 8" Plue
S335,.C7 Conflid Cros:.lno
29990 COlPhaSt-1A-ForceM.,mSubCDt:II

553J335S..4-1' 44"'"0GR:-u1eeviPrVveC Foree I.bin

2,35 LEAF

•1 EA

ss

1

$

mlt2.37  is!::: 2 ,9 06 .• s ::::::23:qs .oo H• =

1

1.288..38

1.00 S	1.288.3!

567.66

.1.00 S	567.66

== 2 ,PD •  . 95 =0=.0=0==S==o .o o is::::::::·: :::::::::2:;351 :::' o1o0g0% ss === 21..f29805.638f· s95t s ::::::::·•::

2$,1EEAA :j:tss=::J, , 90:!..39S+;;s---'=2;29B;;9;023.3<0',3ai9;-t-----,,'a0,o.0o0sS;-----.9;;;03.'•..3.g.+----oa'.0;.;00;oS o;r.s----•'-_-t------';:t-D,-:1""00:Oa":h%:S:+-:S;----,903-=-,'=S':ia::+;s=	•'

1

S

-

-1	100% $	f567.66) S

2 EA  S
1 EA  S
1 LS	S

-'1U3 S 578,52 S
9 274.56 S
$

e22..26
578.5-2
9 21,.ss
53.372.41

2.00 S
1,00 S
DO S
S

822..26
571!.52
9.27-'.56
30,480.11

S
S
0,00 S
S

•
•

2	100% S
1	100 S
1	100% $
57,:, S

822.26 S
578.52 S
9.27.C.56 S
30.410.11 !,

= 5s·5.•4s7;.1+2•"T·ee2D2e.dSuct

n • ...,.,' ==-----------1------	"7""-+·1saE-A---"S7.'i,',7;9,6;.-55t;;S-- *"" .936.525::+-----

•1.s0;0-S---:.;; 96,.5'·3 2::+----0.-0o0a$'.o ocr.s-----'---!----- i-1+----0!0,%ooS %;;.;S;-- -!!	• •

53"'S.48 1Tx8"Cto"	1 EA  S	1 t2S.5-4 S	1.126..5-4	1.00 S	1.125.54	0.00 S	11  100% S	•

5345.49 12"'x.c.· Red!JcerDedua	..1 EA  S	417.79 S	(417.79	•1.00 S	(417.79	0,00 S	•1	100% s		. 

l2D0D (C03 PHASE1A-STORM DRAINAGE		
	-992 LF	S	38.15 S	/37.8".80		/37844.80	0.00 S	-9!2	100% S	c.J.7 844.80 $	
	39 LF	S	51.&9 S	2.023.71	39.00 S	2.023.11	0.00 S	39	100'/i, S	2 023.71 S	
	328 LF	S	67.90 S	22.271.20	328.00 $	22.271.20	0.00 S	328	100% S	22.271.20 S	

11

ITEM
NO.	DESCRIPTION

PLANNED QUANTITY	Ul>IT

UNIT PRICE

..

COITTRACT AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT

S	-

QUANTITY	TOTAL

QUANTITY

J08TODATE
%COMP

roll

StoBiU as Stored

5350.48 35" RCP ud

29L6F s	ti2.9e s	33.442.06

296.00 5	33.442.08

S	-

296

100•4 S	-

-2 EA
ES	1 EA

s	, ?73.1!!) s	115,41,76
s	1 568.90 s

-2.00 S	".547.78
1.00 S	1 568.90

S	.

-2	100% S
1	1.00% S

-MES

2 EA

s	13 865..C.5 s

2.00 S	27.730.90

0.00 S	.-

2	100% S

Dedu:t Ir.let

-2 EA
1 EA

s	3,S7:l.38 s
s	7,060.10 s

-2.00 S	<7.9'6.76)
1.00 S	7,060.10

S

-

0,00 S

·2	100% S
1	100-4 S

7050.10 $

lnletOedud

-2 EA

s	J S.56,02 s	u 912.04

•2.00 S	,912.1)(.

S	.

-2	101W, S

(7,912.04 s

urtlln'et ud
5350.56 Chance fram 42'"Quad MES to PIP Head'.Mlns

-2EA 2 EA

s	5398.20 s	10.195,.;o
s	12 855,94 s	25.71U8

-2.00 S  ,o.79s.,o
2.00 S	25.711.88

S	.
0.00 S	.

·2	100•.4: $
2	100% S

(10,796.40 s
2$711.SS s

32990
33000

C03 Phau 1A-Storm Ora,nao,, Sutnoal
C03 PHASE1A -ONSITE ROADWAYS

$	52,760.99

s	52.760.99	s
.	.

100% s

SZ.7&0,99 s

5145.32 1S-MLlmi Ctrt,&Gutter

330 LF

s	11.40

s	3,762.00

S

S

0	0'4 S

.	s	.

5145.33 1g- cnvStandard Curb

98 LF

s	16.50  s

0.00 S	.-

S

0	0% s	.	s

51.C.S.34 Sidevr.ilk at C mrrcn Are.i::;

295 SF

s	5.33 s

11617.

S

S

0	0% s	$

2S75Ys	6.38 s

S	-

275.00 s	1,754.50

27S

100% s

, 7$4.50 s

51451.36 <5,"5-•	•
5i4S.37 1·	1Sf LA1

180 SY
1B0 SY

s	9.02 s
s	6.17 s	1,1

S O.OQ S

0.00 s	-
0.00 s

Q	0% s	.	$
0	o•,; s	.	s

5145.38 1·	(2nd Lift

1B0 SY

$	6.17 s	1110.60

S	-

0.00 s

0	0% s	.	s

33990  0	I
34000  COJPHASE 1A • MATERIAL.AND MARKETINCREASE

$	12.550.65	s

$	1.754.SO

,,."'s

1,154.s,i Is

5325.4 PVC Mate-Mt and Sev.-er lncrtase 5350.Si IDrainaoe Jr.ernse

I LS
l LS

s	335.-.28 s

II

s	49-.479.23 s

1.00 S	335.-''-&.28
1.00 S	49 <.79.23

S
S

100% S

'

I	100% S

335.«.S.28 s
s

5145.39 W:neroclc lncrea

I LS

s	28.3!2.92 $

0.20 S	5 676.58

0.20 S	5.6715.5!1

o.•

40% S	s

5145,'
3-<990

Pavinc lnae:,se
COJ Phase 1A- Materialand MzrRt lncruH- Subtotal

I LS

s	17.6.¢0.23 s	640.23
s	430.950.66

0.20 S	3.52&.05
s	394.132.14

S
s	5,676.51

0.2

20% S
93% S

s	.
399,805.73  s

•

3S000

C03.PONO17 ANO INFRASTRUCTURE
s	s

s	.	,oo,-. s

5105.51 E:teaV3te Pend

5040 CY

9.61

4a 434.40

5C4D.00 S	48.-':W.4D

0.00	.

5040

48,43-4.40 s

5105.52 S::ire.ad end Ccmi:iae,: Pond17 Fll
5130.12 Ctecit lmoc11for 91odc ts.lane!

•538 CY
-453! CY

s	0.89 s	4 034.82
s	7.59 s	1'34,!97.22

s	4.038.82
s	fJ.4,897.22

s

.

0.00 s

4538
-4538

100% S
tOOo/, S

4,035.92 s

.

£34,897.22 s

5350.58 48"RCP

147 LF

s	154."5 s	22689.4S

S	.

0.00 s	.

0	0'/4 $	s	.

et	1Es	3.3A17.40

s	3,317.40

0,00 S

0.00 s

O'h S	s

I LS
EA

s	47!.◄7 s	.C.78.47
s	7.333.-49 $	7,333.49

0,00 $
0.0D S

s

-

S

0	0% S	s	-

.

0	0-.6 $	s

5350.62	ctlo t
5105.53	OtJ1 &. As:lults

1 LS
1 LS

s	S.507.-40
s	1,aa,.00

$	5 507.-40
$	1.1184.00

S	.
0.50 $	942.00

0,00 S	.
0.00 S	-.

0
0.5

o, $
50')!. $

s

.

942.CO s

"5 .. 0

:03 -Pond17and tntraSttUCNte Subtot:11

Is	sa,1n.21

s	18..518.DO	s	I

32'1, S

18,518.00 s

36000 CD'.PHASE 18
36001  C04- PHASE 1B - GENERAL CONOtTtoNS

ii'

5105.54 Ge"er.ilCer.ditions

1 LS

s	50322..M s

o.sa s

25,161.'42

0.20 S	10,QM..57	0.7

70'1, S

35.225.59 s	.

5105.55 Mobilizatlcn
S105.S6 Geo?e-ehnical T&Stitl!'!
""'

1 LS
1 LS

s	3,597.15 $
s	27,98,4.00 s

S
0.50 S

.16

S

.

o.oo s

I
I	0.5

100% S
50% S

3,697.16 s	.
13,992.00 s

m

36990

C04- Phis.18- Geontral CondibOn Subrotal

s	82,01M,00

s	!2.sso.sa

s	10,K,U:7 I

I

.

I

,s,r; s

52 915.15 s

37000  C04- PHASE 18 -EROSION CONTROL

33 EA

s	102.00 $	3 366.00	0.00 S	-

S

. I	0

O'h $

.	s	.

5130.14

Jr?r...ort Flll- BuilCtffc Pa

ots. ROW,&CommonA..-eas

11 EA
31 AC

s	387.00 s	4 257.00
s	2 693.08 s	83 485."48

,,.oo s
C.00 S

?'7.00

S

.

-

S

I	11
0

100%, S
0-.4 s

4.257.00 s	.
s	.

na :lack of Curb

900 !i,'(

s	2.9. s	2. 6.00

S	.

o.oo s	.

0	0% $	s	-

1314 SY

s	2.94 s	3 !63.16	0.00 S	.

131'.00 S	3 !63..16	131"

100% S

3.863.16 s	.

5105.63 Com:ncn Area Sod
s,os.	Trtt ?ro1e ionInstallation

9800 SY
500 LF

s	2.94 s	28,812.00
s	2.82 s	1.4 0.00

0,00 S

:m

SOD.DO S

1., 0.00

S
S	.

0

15057

i00% S

500

0% $
100o/, S

s

s

t,,,410,00 s

5105.65 Erosion Co tm.l P./.ai:itenance

LS

s	2◄,306..02 s	24,308.02

0.45 S

10.939.61

S

0.,s

S% S

10.938.51 s	-

37"0
38000

C04.Phas..18 • ErosJOn Control Subtotal	I
C04 • PHASE 18 • EARTHWORK

s	152,147.56

$	11,605.61

s	3.863.15

13% S

zo.,u.n s
•

5105.65 t"To:,	&Fdl

37362 CY

s	3.32 s	12(,0,41.84

37362.00 S	12.;..o.1.e,

0,00 $	.

37362

100% $

124.0(1.&4  s	.

510S.67 Onsi'!e
5105.68 Onsl!e

Cutt Flll
Cut & Al - PoM Exea\'.ltion

6<80S CY

15057 CY

4980( CY

s	0.90 s	S8.32<.50

s	11.28 s

s	3.78 s	1B8 2$9.12

5<805.00 S	58.324..50

1 57.00 S

,,49804.00 S	188.259.12

S

S

0,00 S	..

6'805
•9804

100% s
100% S

58,324.50 s	.
s	.

5130.13 '"''"""	Balance

5278! CY

s	11.29 s	595,976.52

52788.00 S

595.976.52

S	.

52788	100% S	s	.

5130.15 E.x:>ort Unsuitab!es

320!3 CY

s	22.•2 s

19061.00 S

o.co s

190611	59% S	$

5105,59 Fme Gr3dlnq Lots

61209 !i,'(

s	0.76 $

46100,00 S

Sta9.OO S	3682.&4	51209	8.4% s	38.918.s.4 s

5105.7  Ft:1e Gr.t:!ina - Ponds & OoenS1".13::CS

1331.C SY

s	0.75 s	1O.11!.M

0,00 S

13314.00 $	10 118.64	1331-41  100% S	10.118.64 s

5105.71 Ane Gra i:"lo • Road

14220 !i,'(

s	0.,2 s	5,972.40

0,00 5

S	.

01	0% $	.	s	.

5105.72 Ane- Gr.1d1na - Shoulders

33228 SY

s	0.76 s	2S253.28

D.00 S

S	.

0	0% S	- s	.

-

5105.73 Gr.a.dine Lavo!.rt & Asbuil1s	1 lS	s	26,328.00 s	26,328.00	D.75 S	19.7'6.00	0.00 S	0.75	75'1, S	19.746.00 s

ITEM NO. 38990

DESCRIPTION
C04 - Phue 18 - Eanhwork Subtotal

PLANNED
QUANTITY

U>IT

UNIT PRICE

CONTRACT AMOUNT
s  1,969,936.96 I

PREVIOUS
QUANTITY	TOTAL
s 1,618,57-4..56

CURRENT
QUANTITY	TOTAL
$	1,.001..ca

JOB TO DATE
QUANTITY	%COMP	TOTAL
03%$ 1,&31.576.CM s

StoBiU a Stort-d

39000 co,-PHASE 1B-SAIIIITARY SEWER

L¥.t Station

1 LS

s	J.98,280.63  s	398.280.53

C.00 S

0.0D $	-

0	0% S	-  s	-

1 a· S;::}H-25 ?VC - C/6

294 Lf

s	23.27 s	6.8'1.38

S

0,00 S

0	0% S	-  s	-

2 II'"SOR-26 PVC• 618

779 LF

s	2.t;.3l s	18.953.07

S

S	.

0	0% S	.	s	.

.

11'" SOR-26 PVC. 8110

1301 LF

s	25.45 S	33.,10.45

83.00 S	2,112.35

S

83	6% S	2,112.35 s	.

8"SOR-26 PVC - 10/12
5 s· soR-26 PVc-12-1,

892 Lf
753Lf

s	28.59 S	25

..

s

$	17

s
$

s	37.56 S	28

S

!0.00 S	3 !!U.20

S	-

S

.

D.00 S	-

O.QO S
S

- I	0
0

.

S

0	0% s

23% S	3,891.20 s	.

0	O½ s

-  s

.

.

s s

s	16.6'6.83

.

.OJS
-618

4 EA
3 EA

s
s

2.00 S	U27.n
0,00 S

s
s

4 EA

0.0D S

25% S	4.951.66 s

.-soR-26 PVC-1.. 16

5

- !/10
-10/12

-12/14

-14/15
&-10

•

14.15

556	s.-s.rv1ce

L:ivout&ASbt.lita

354 LF

2 EA SEA

1 EA
1 EA

1 EA
1 EA

70 EA

4035 Lf
1 LS

S	5,660.64

s	4,95T.65

s
s	16 961

s	14.99!.56
s	16 961.79

s	4.25 s	17 143.75

s	736.57

s	51,559.90

s	14,723.67 s	1.t;,nl.67

0.0D S
0.00 $

S
S

S

S
S

S	-
S	-

.

S
S

.

-

0.0D S
S	-

-

-

.-

S	-

S	-
Q,00 S

80

O¾ s
0% S

2
0

50% S	1.s21.n
0% S

1

•

-

1.00 $	4 951..55

.-

s
5

,5. "

5	6 S11.75
$	5 038.87

0
0

0% 5
0% S

.

s
s

Reeelvln!:!M:mM!e

S	-
0,00 S

0
0

Oo/, s
0% S

s	.
s

0

0% S	.

s	38.721.27

0	o•.-.1 s	.	s
0	0% S	.	s

532 .5

1 LS

s	5 45" ..t;2 s	s. .42

0.00 S	.-

S	-

0	0% $	-	s

5325.6

Oewaterina

1 LS

s	5!.Bl2.94 s	5U12.94

S	.

S	.

0	0% S

.- s	.

5325.61
39880

40000

To:, Adll:Stment
C04 - Phase 1B • Sanitarv Snm- Subtotal

CQ.4.•Pt-fASE 18-FORCE MAEN

22EA

s	617.'-2

s

s	13.583.24
s	103 11.13
s

S
s	UM2.92

s

s	.

0.00 s
s

s

0	0% s
2% s	18,412.92

S

0	O'k S

s

s	.

s

0

0% s

s	55.370.10

5335.48 Connect 10 Exis:tino Forte Main

I LS

2.826.51

2.826.51

0.00	.

0.00

0	0%	s

II

~··· ---·-·

s	1.050.40

.

s	429.69

s	3,007.S3

o.oc s

3 EA

0.00 $

4 EA

s	406.l!

s	1 625.52

0.00 $

5335.49 4·0R.-1e PVC Force Main

2000 Lf

3 EA

s	12.47

s	24 9(0.00

$	31S1.20

0.00 s	.

S	..

0	0% S	. Is	13.59 .80

7 EA

s	,,0.11  $	1232.13

S

D

41000

nQS

o1vC ar.d U.1u1holc
C	18 - Foret &.'\ltn Subtotal

C04 - PHASE 18 - WATER SYSTEM

2000 LF

1 LS

1 LS

1 EA

s	13-219.62

$	13 22.9.62

m

s	15,-<2.S.54 s

s	53,962.21

S

a.co s

s

S

.-

.

S

S	-
s
.

0	ll"-S	.

s

S

.

0	O¾ s	.

s	.

0,00 S

.

I	0	l>'S S	.

s

23 EA

s	'-01.48 s

0.00 $

S

I	0	O¾ s	.

s	.

s	t.40 s

0.0D S

0.00 S	I	0	()<;Ii s	.

s	6 .:76.82

s

S

0	0'iS s	-

0	o . s	.
0% S	.

s

s

s	.

s
s	13.599.81'.I

5330.66 Connect to Exisfuo W.1tMlin

1 LS

s	J 107.70 s	3 107.70

1.00 s	3.107.70

S

I	100% S	3.107.70 s	-

5"30.67  8'"DR-18 W111ertme

2822Lf

s	26.52 s	74 83 .44

965.00 s	25.591..80

S

9651	34% $	25.591.80 $	-

5330.6!  6. CR-1!!1Watc:f:nc

140 LF

$	24.31  s	3.◄0J.<O

0.00 s

a.co s

01	0%1S	s	.

i1

5330.159 ,. DR-18 Watertine

80 LF

s	22.M s	1.827.20

0,00 s	.

O.DO S	.

01	01'. S	s	.

5330.7

I

5330.71
533D.n

2· SCH 80 PVC Watertlne

I

a-Gate Valve

1!6 LF
6 EA I EA

s	9..33 s
$	2 704.42 s
s	3,251.59 $

s
3.00 s	8.113.26
0.00 s

S
S
0.00 $

01	0% S	.  s

.

.

31	50% S	8,113.26 s
0	01'. S	s

2 EA
5 EA

s	1,270.!6 $
s	404.EO $	2.023.00

0.00 s	-

.

0.00 s	.

S

.

S

0	0% S	.  s	.

.

Q	0% S	s	-

10 EA

s	,02.03  $	4.020.30

0.00 s

S	.

0	0% s	s

•

21 EA

$	399.lSI s	8-.172.9

,.oo s	389..HI

0.00 $	.

1	5% S	32.9.la s

I EA
I EA

s	297.92
s	229.39

$	237.92
s	229..39

o.oa s
0.00 S	.-

D.00 S
S

0	0% S	-  s

.

.

0	0% S	s

5330,79

3 EA

s	225.81 $	677 .• 3

S	.

S	.

0	0% S

.	s	.

EA

s	225.ll  s	901.32

S

0.00 $	.

0	0% S	s	.

2" 22. Send

SEA

s	Ti.70 s	388.50

S

S

,0	0% S	s	.

a·ree

5 EA

s	603.62 s	301B.iO

1.00 S	503.52

0.00 $	-

20o/, S	603.62 s	.

e x S- Reducer

EA

s	398.17 $	3SB.17

0.00 $	.

S	.

0	O'½ S	-  s	-

8" x,. Reducer
5330.85 4" x 2· Reducer

EA
2EA

s	325.00 s	650.00
s	175.89 $

S
S

S

.

o.oc s	.

0	QS,, s	.  s
0	0% s	.	s

5330.B6
5330.87

Fire HVCrant Asset!O!Jes

EA
EA

$	5 265.83 s
s	1,385.0  s

21ii

0,00 S
S

S

.

.

0.00 $	.

0	0% s	-	$	.

.

0	0% S	$

Sl30.88 S330.89

SinaJe W:ster	- Short
S2"in- 01e Water	LonQ

2! EA
28 EA

s	556.00
s	657.64

s	1 568.(10
s	18,4t3.92

S
S

S

-

S

0	03/, S	s	-

.

0	01'. S	s	-

5330.9  Water Se. :	Staticn

1 EA

s	1680.04

s	1 680.04

S

0.00 S	.-

0	0% S	.	s	.

5330.91 Te.sti"°'o and

3228 LF

s	1.34 s	4.325.52

S

S	.

0	0% S	s	-

5330.92 W l!f LiNOUt t, Asb-Jih$

I LS

s	2 797.24 s	2 797.24

S

a.co s	.

0% S	s

5330.93 Conrtict Crossinc

LS

s	9.e83.86 s	&.B83.88

S

S

0	0% s	s

-

ITEM
NO.
c19,o

DESCRIPTION
COi ·Phau1e-wa r	SublOlal

PLANNED QUANTITY

UNIT

UNIT
PRICE

CONTRACT AMOUNT
s	207.33).93

PREVIOUS
QUANTITY	TOTAL
s	l7.BOS.57

CURRENT QUANTITY	s TOTAL .

JOB TO DATE QUANTITY	%COMP	TOTAL
,.,. s	37,IOS.57 s
I

s to Bin
as Stored

42000

C04 •PHASE 18-WATER REUSE SYSTEM
Conl".ect to Exlstl1Q'

I LS

s	2,795.69 s	2.795.69

S

0.00 $

0	0% S	.  s

8"' PVC- OR18 Reu ine

92. LF

s	25.69

s	79.732.96

S	.

S	.

0	0% S

.. s	63,900.65

4" PVC..OR1!I Re!.lseline e"GateValve-

165 l.F
9 EA

s	13.46 s	2.220.90
$	242UO s	21 854.60

S
S	.

S
S

D	0% $

s

.

0% S	s

<"GatoV•lve

EA

s	1.034.13  s	1.034.13

0.00 $

S

0	0% S	.	s	.

153.45.59 ..

EA

$	435.42 $	870.84

S

D.00 S

0	O½ S	.	s	.

.

I

.	.
8"
5345.64  .

4 EA
9 EA
13 EA
1 EA

s	404.80 s
s	402.03 $
$	3!9.19 s
s	229.39 s

1 618.40

S
0.00 $
S
S

S	.

.

S
0.00 s

.

s

0.00 s	.

0	0% S

.

.

0	O½ S	s

$

0	o,- s
0	0',1, s	.	s

53-45.65

2 EA

$	225.§15 $

c.co s	.

o.ao s	.

01	03/, S	.	s	.

11

5345.66 a·ree
5345.67 a· ,c 4· Reducer

5 EA
2 EA

s	603.62 s
s	308.30 s

616.60

S
S

0.00 s	.

.

.

.

s	.

0	0•4 5	s
01	0% S	s

-	,lr.o	nt
Water Reuse Serviee- Shor: Waler Reuse Service - Lena

5 EA
26 EA
25 EA

s	1,533.14 s	7 665.70
$	583.91 $	15.181.66
$	66-4.10 s	16602.50

S
S
S

S
o.oo s
S	.

0	0% S	s

.

0	0% 5	s
0	0% $	$

3460 lf	s	$

S	.

0.00 $	.

0	0% S	.	$	.

.

.&Mbuil"
d Cross:r'tQ.£
Phase 18-Watcr Reu S'{Sleffl Subtotal

'3000

C04 -PHASE 1B • STORM DRAINAGE 1B"RCP

24"RCP
30" RCP

3&·RCP

42"RCP
Sinole CurbInlet
tlanhole
T- -c•Contn,I SfNChJ

i

1 LS  s
LS	s

530 LF

1(l.(9 Lr
LF

624 l.F

s
s

s	37,80 s	20,034.00

s	53.20 s	55.805.BO
s	78. $	120.112.20

S
S

.

s	201,7".92

0.00 5

.

S
s

S	..

.

S
S	.

.

s

0	0% 5
0	0% S

0% S	.

S

0

o• s	.

s

S
S

.

D 0

o•k S
0% s

.

51.2	82% S	57.on..76

s

o•.4 s

s

.

.	s
s	6 .900.&S

s
s

.

5350.7

s	.

s	111.48 s	69.563.52

0
0
0
0

0% S	.
0% S
0% S

5350.71 18'"MES

EA

$	1.4-4S.60 s	2,893.20

512.00 S	57 on..1s

147 LF
23 EA
4 EA
1 EA

s	130.83 s	19.232.01
s	5.388.59 s	123,937.57
s	5.00B.O< s	20.032.16
s	3,1915.76 s	315-6.76

O.OQ S
o.o: s
S
S

s
s	.
s

S

S

.
.
.

S
S
S
S

S

O'h S	.	s	.

.

.

5350.72 l24"MES

1

5350.73 30'"MES

EA

◄ EA

51EA

s	2.138.HI s	2.138.1!

s	6,472.67 s	s,n.s1

s	2.073.02 s	10,365.10

o.oo s	.

4.00 $	49 426.2◄	0.00 S

S

S
S

0	o s	s	.

.

0% s

s	.

I	0	O'h S	.	s

.

•

36 au MES

s	1235&.50 s	49 4215,24

100% S	45;,◄26.24

s

6

PIP Weir CIUr\ini:& Video S' Underdn,ln
Stcrrn l..3VC:U1& Asb:.all::

1 EA
1l.S
780 LF
1 LS

s	19 844,94 s	19 844.94
s	26,717.40 s	26 717.40
$	27.40 s	21 372.00
s	18517.29 s	18617.29

S
0,00 S
S
S

5350.7< 42 MES

1 EA

S

S

.

I

0

5350.& To:,Adiu.wl'ler.t

27 EA

s	458.11 s	7

S

0.00 S	.

01	O¾ S	.	s

5350.81 Trend\ S:1fetv
5350.82 Oew!ittri.ia

1 J.S
1 LS

s	e sn.11 s	1
s	37 364.44 s	44

C.00 S
S

S

.
.

S
S
S
S

.
.
.

.

S

0	0% S	s

.

.

0
0
0
0

0% S	.
O¾ S
0,S S	.
0% S

s	.
s	.
s
$

01	Qt/. s	$	.

'3990
"4000

C04-Phue 1B•StormDrulaqe Subtotal

..

C04-PHASE 1B •ONSITEROADWAYS
	,., 

5710 l.F

s	'48.072..56

s	11.40 s	65.09-<.00

s	106.S0(.00

S

s
S	.
.

I	16% $	101,504.00 s
0	0% S	.	s

......1 :	-.,

758 SY'

s	47.88  s	36,293.0C

S	.

S	.

0	0% S	.	s	.

44	....

W mino

14 EA
9676 SY

s	1.020.00 s	14.280.00
s	6.97 s	67.441.72

S

.

S	.

S

.

0.00 S	.

0	0% S

5

0	0% S	.	s

.

9.S(1'1Lift

8407 SY
8<07 SY

s	10.28 s	1!6,◄23..96
s	7,07 s	S9 437.49

S
S	.

0.00 $
S	.

0	0% S	.	$	.
0	0% S	s

5145A7 1· A.sone!t T.,.	SP 9.5 (2nd I iN\

8407 SY

s	7.20 s	60.530.40

S

S

0	"" s	.	s

5145.48  • naae
5145.49 Stti00i."\0

1 LS
1 l.S

s	22.636.20
s	1.1,rn.oo

s	22,636.20
$	1,74'0.0D

S

.

0.00 s	.

S
S

0	0% s	s	.

.

0	0% $	s

5145.5 IRo;,	&AsbuUts
  "4990  rco.t • Ptlas.e 1B - Onsrta Roactwa\lS Subtotal

1 J.S

s	8.724.00  s	8.72◄.00
s	422,600.11

s
s	.

S
s

0	""s	.	s	.
0% S	s

45000  COS.DEDUCTION FOR IMPORT FILL I.IATERJAL
5130.16 RU$$eDRl):l!'II	All Oedud 5130.17 81::,cie Island fl'T'lnftn RI Oc-chi:! 5130.18 !Phase 18 lmoort Fill De-du<::
4$990 COS • Oeducdon for lmDOrt FIii terialSubtoDI
I
.. ooo !COS·	CTION FOR R/R UNSUITABLE HAULOFFllMPORl

.5,2 CY
·22028 CY
-423!-4 CY

s	8.07 s	f◄,13t.84l
s	S.07 s ,n.765.95\
s	8.07 s	rJ42,03S.8&\
s  1s2..,3ua1

-5t2.00 S	(4 131.B-4
·22028.00 S	1n.155.96
-42:!&4.00 $	□◄2,038.SS
s  1523,!36,61}

S
S
0.0D S
s

-512	,oo,. $	(.131.8(\ S

.

.

-22028	100 S ,n.155,95  s
-4238<	100% $  /342 038.88 s
100% $  1523,93USI S
I
I

5130.19 Sloelc	-l'tllmc>or.O uct
5130.2  Phase	Cl

-650 CV
-32083 CY

s	13.32 s	tc:i 190.80\
s	13.32 s  (◄27,345.551

-690.DO S	19 190.80
-32083.00 S  f-42,37 -45.56

0.00 S	I	-oSO	100% S	(9.190,80} S	.
0.00 S	I	-32083	1003/, S  '427,345.55 s	.

5130.21 IPh.as:e 2 Welland	:,onDeduct

-33275 CY

s	19.96 s	166< 169.001

-33275.00 S  166<,169.001	0.00 S	I	-33275	100'!'. S  166<.169.001 S	.

..

ITEM NO.

DESCRIPTION

PLANNED
QUANTITY

UMT

UNIT PRICE

CONTRACT
AMOUNT

PREVIOUS
QUANTITY	TOTAL

CURRENT
QUANTITY.	TOTAL.

JOB TO DATE
QUANTITY	%COMP

$ to BIB
TOTAL	as Sto

"" COS.0.duC'bOn lor Uns.ulab Haul Off/tmport Subtotal

$  11.100,705.36)

s r,.,oo.1os.3&1	s

100% S (1,100,705.36) S

-47000  CO& - FENCE CHANGE ORDER

1 LS

s	10,160.43  $	10.160.43

1.00 S	0.160.43

S	.

1	100% s

10160.43 s	.

5135.01 Site P ;,and Stabal:::-..tlon
5135.02 Fenci-m \lro'i:t, Gates

1540 LF

s	,0.02  $	61.530.eO

15-40,00 $	61.530.eo

0.00 s

1540	100o/', s

61,630.&0 s	.

'7990

41000
48010

C06.Fence Chanae Order Sub I

C07 - DRAINAGE OEOUCTS
3o RCPQuad Run Oedud

-512 LF 4:A

s	71,791.23

s	111.,e  s	57 OTT.76
s	12 355.9• $	(49 423.76

s	71,791.23

-612.00 S	!iT,on.1s
.00 S	49,423.7

s

0,00 S	.
0.00 $	.

-512
..;

100% s

100% S
100% S

71,791.23 s

i

.
57iffl

415020

36"' QuadMES Oe-duc,

-176 LF

s	6-4.21 s	11.300.96

-176.00 S	11,300.96

Cl.DO S	.

-H6

100% S

,e030

24.CCK!b!e Rui,Deduct

-2 EA

s	3 462.18 s	6,924.36

-2..00 S	(6.92J..36

S

-2	100% S

5 924.36 S	.

,eo.o
'""'

24· COt:tlle MES Oe<tJct
C07 • Or:a1na- Deducts Subtotll

s  1124.726.84}

s  (12',72&.M	s	.

100% S

(12',726.8<) S

49000
<9005

C07 • ORAJNAGE ADOS
Cewaterin

1 LS

s	3004.8.16 s	30.048.16

S

S	.

0	0% S	.  s

,9010

60"	Run

512 LF

s	499.42

s	255,703.0.

S	.

S	.

0	0% 5

.	s	.

49020

60"	?IP He.a.ctN.!Hs

4 EA

s	40,56'0.07 s	1iS2.2,0.2a

S

0.00 .S	.

0	0% S	s

  49030 1,s·
49040
49050	nderStormOral..,
49060	StormOr.tin
49070		HuctNals baek to Quad MES 49oeo	un
49090

s

.

s

'99"'  I	ff\lQC Adds Subtotal

222 LF
2 EA

i

750 LF

I

s	1.955.21 s	Q-4.278.62
s	3,_102.56 s	68.205.12

•

s	21,.92 s	163,339.20
s	14.636.42	t.C.&35. 42
s	12.855.94 s	1?5711.8!3

m

s	111.4!  s	32 998.0!
s	12,355.94 s	24 71 t.8!
I  1,160,"48,92

222.00 S	434.278.62
S	.
260.00 S	55.579.20
iJO S	14 536.,2
-2.00 S	"5 711.88
296.DO S	32 998.08
CO S	24 711.!IS
s	536,7'2.32

.S
0.50 S	17.0$1.28
3'0.00 $	73.072.80
S
S
S
S
s	90.124.011 I

222
o.s
600
-'2
295
2

100% S
2.5% s
79% S
100¾ S
100% S
100% S
100% S
54% S

117·.62.281sS

.

.

s

129	S
s	.
s	.
2.C.71	S	.
&26,91&	S

50D00  C07 • SEWERCHANGES

50020  AddT  •A"Manhoi.10-12

50010  uctTvoe ·;..-Manhole 8-10

-2 EA

1 EA

s	3.763.86

-2.00 S	f7.527.72

S

I

S

I	0

S	.

S	..

0% s

10071 S

-2	100¼ S

tt.952.28 s	.

s	.

(7,527.72 s

$

Manhole: 14-16

1 EA

s

S

.

S	.

0

0% s

0030	A Manhole12-1"-

., EA

-1.00 s	,, 952..28

-1

Manhole 12-14
50060  Doduct!I" DR 26 8-10 Dee<>

50070
50080

Acd8" DR 2610-12 Dee Md 8" OR 2.S12-14 Oeeo

1 EA
-83 LF

138 LF
221 LF

s	... 2 s	4.059.96

s
s	5

S	t?,112.35

s	'Ul:,68 s	6.548.28

S	.

o.oo s
-al.OD S	n.112.3

.S

S	.

S	.
S	.

.

S	.

0	0% s

01	O¾ s
-a3	100% S

0	0% S

.  s	.

s	.
r2.112.35'i S

.	s	.

It

50090
50100

Ocdud.6" OR 26 14-16 Deel"> Adds·CR 26 1S.1B Otto

.SD LF 80LF

s	48.12 s	M,8,49,60
s	6Q.04 s	.C,603.20

-ao.oo s	M,e.!Sl.60

.

S

o.co s
S	.

-ao	100% S
0	014 S

r.\.849-.60 s

.

s

50990
S1000 51010

C07 ..Sewer Cha--sSub1otal

C07 • TRAILROADREGRADING
Tr2,1tRo:ad:PhiARear.3 0

1 LS

s	16.41&.U

s	-'.472,48 s	4.-cn.◄a

s	111,441.95)

1.00 s	◄.4n.,a

s

0.00 $	.

-112% S

1	100% S

(18,U1.9S s

4,472.49  s	.

51990 IC07 - Tr.aO Road Reoqde Subtotal

s	.&.A72AI

s	•••&r?.'8	s

100':<.I s

4,.(72..AI  s

$2000 52010

C07 - Bl.OCK lSL.ANO WATER REVtslON
CeMed le> Exbtin"' Water1ine CedUd

-1 LS

s	2.997.83 s	2.997.83

-t.00 S	t?.9&7..83

S

i

26 792.50 s

.

-1	100% S	r, 997..83 s	.

s	76.55  s	159.9!9.SIJ

52020

Connedlo Exi,stiftf'! Water1he Add

1 LS

s	3.531.69 s	3.5;1.69

S

0.001 S

0	0% S	s	.

52040

12" DR-18 W:lter",1.-,e Add

52050
52060

52030

e• OR-18 Water1ine Deduct

-965 lF

20SO lF

s	25.85 s	124,945.2$\	-95MO S	12◄.9<5.25

-3.00 S	f7 >94.98
2.00 S	12,714.98

:SS0.0D S	26 7S2.5D

S	.

-965

350

100% S

.

17% S

(24,945.25 s	.

f7,29<.981 S

52070
52080

t"1

S"Ga:eVaJt,e De-dud
12· Gate V.aJveAdd

12"	Add

-1 EA

-3 EA
4 EA

6 EA

s	,D-4.60 s

s	,  431.66
$	6,357.49

s	f7294.99
s	25,429

s	932.43 s

-1.00 S	140,4.60
2.00 S	1,66<1.85

S

S

S
S

S	.

-1	100% S

-3
2

100% S
50% S

2	33% S

1:1·714.99

52090
52100

s·
12•r Add

., EA
1 EA

s	603.61 s
$	1,81.a1  s	1

-\.00 S	603.61
1.00 S	1,487.87

S
S	.

-1	100"h S

.

.

1	100% S	1	S

52110

e·Cao Deduct

-2 EA

s	257.75 s
,.

-2.0D S	575.50

S	.

-2	100% S	s

52120

12·ca0Add

1 EA

s	583..69 $

,.co s	583.69

S	.

1	100'1', S	s

52140

52130

52150

52160
52170

52180

12" x 8" Cross A<:d

12"22.5 Bend Add

P:ess-JreTes:

out;,ndAsbui!t
Oe:mr.a :md Grubb!nci

Cc,verWater Main Block lsla!'ld

1 EA

5 EA

1600 LF

1 LS
1 LS

3180 CY

s	1 474.70 s

S

s	953.50 s	767.50

s	1.33 s

s	4,723.20 $
s	6 150.00 s

s	3.96 s

s	0.63 s
s	0.7.C s	3,700.00

S
S

.

I

1.00 S	1,474.70

2.00 S	1 907.00

S

1.00 S	•6 .2N0C

3180.00 S	1

.

S	.

.

0,00 S
S

.
.

S

3180	100% S	12.592.BO s

.

O.OD S

1	100% S	1 474.70 s

OY, s

s

.

1
1

2

0

100% S	4 723.20 s
100% $	6.150.00 s

.
.

52190
52200

i::nss Ois!L.'11:)ed
Seed urtted

5000 sv
S000 SY

S
0.00 s

.

0
0

Do/, s
0% s

s s

.

52990

C07 - BlockIsland'Wa1'-r Revision Subtotal

s	198,S.&1.72

s	33.469.13	s

17'1, S	33.469.13 s

53000
53005

COT• SANDRIDGE ROADREVISION
C:.se X P tch Reo:ilr Oeda..-C:S

-3 EA

s	23,96,3,.( s	71 890.:!8	...J.00 S	771 890.JS

S	.

-3	1003/, S	f71.890.38 s	.

S

40% S	1.907.00 s

5!010 O:recrional Onl	3 EA	s	24 824.13 s	73 872.39	0.00 S	0.00 S	0	0% s	s	.

?;,ge16of17

ITEM
NO.	
DESCRlPTION	PLANNED
QUANTITY	UNIT	UNIT
PRICE	CONTRACT
AMOI.J:IIT	PREVIOUS
QUANT1TY	TOTAL	CURRENT
QUANTlTY	TOTAL	JOB TO DATE
QUANT1TY	%COMP	TOTAL	$ to BiU
;is Stored	
53020
30
0	12"Ga e Val...e
OG.			1 EA
1 LS	s	5.960.96
s	49.200.00
s	1.96	s	6.960.llll
s	49.200.00
s	34 113.80	0.00 S	.
0.00 S	.
0.00 S
.	0.00 S
0.00 S	.
0.00 S	0
0
0	0%
0-4
0%	s	..
s
s	.
s	.	s	.
s
s
s	.	
			;.									
&0
0		
e:,bce		s	4.00	s	46 960.00	0.0:l S
.	0.00 S	0	0%	s	.	s	.	
				s	0.92	s	s.211.ec	0.00 S	.	0.00 S	0	0%	s	.		
				s	32.023.31	s	32 023.31	0.00 S	0.00 S	0	0%		s	
		,n,,.,.t!.ld		-1 LS	s	8 978.89	s	8 978.8,	.,.co s	8.978.89	0.00 S	.
.	-1	100o/. S	8.978.891	s	.	
		o FM Ceded	.100 LF	s	92.16	s	(9 216,00	-100,00 $	(9,216.00	0.00 S	-100	100% S	9,216.00	s	
		1d Re-vision Subtobil				$	158.256.99		s	(90.085.27)	s	.		..S7o/. S	(90,085.27) S		

	GRAND TOTAL				s 14,156.BTUS		s 7,6SD.S82.9S		s	203,199.25	I	56% $  7,!&4,482.24	s	296.509.11	
										I			

Paee17ofl7

,:..	,,., '	!"
,,

FERGUSON
WATERWORKS 9692 FLORIDA MINING BLVD W BUILDING #100
JACKSONVILLE, FL 32257

Please contact with Questions: 904-268-2551
.. B

ECElVED

 INVOICE NUMJ!ER	 ·TOTAL DUE	CUSTOMER	PAGE	
	1940306	 $46,572.69	59491	1 of 1	
PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAYMENT AND REMIT TO:

FEL-JACKSONVILLE WW-#149 PO BOX 100286
ATLANTA, GA 30384-0286

SHIP TO·

AJJOHNS INC

A J JOHNS INC	)
3225 ANNISTON ROAD ANABELLE ISLAND PH1A 21001- JACKSONVILLE, FL 32246

JUL 21 202@
A.J. JOHNS, INC.

1	2100-2182 SANDRIDGE RD ANABELLE ISLAND PHASE 1A GREEN COVE SPRINGS, FL 32043

SALESMAN

300

JOB NAME

ANABELLE ISLAND PHASE 1A

OICE DATE

07 /19/22

BATCH
10
107735D

r

SHIP		SELL	TAX CODE	CUSTOMER ORDER NUMBER WHSE.	WHSE,
149	149	FLOCAP	DRILL PIPE

. '.

160
150	'	0	·PED11B1640
SP-PED11P1650	16X40 DIPS DR11 HDPE PIPE BL STRIPE		C
C	0.00
B617.50	
120	120	PED11B1240	12X40 DIPS DR11 HOPE PIPE BL STRIPE	3600.000	0	4320,00	
4	0	ED11MJA16	16 DIPS PC200 DR11 MJ ADPT		EA	0.00	
4	4	IMJAPHDl16	16 HOPE DIPS IPS ACCY MJ PK W/GLND	248.000	EA	992.00	
2	2  PED11MJAST12
2	,,	2  06976030	12 DIPS PC200 DR11MJ ADPT
12 IPS / DIPS MJ ACCY KIT	368,000
165,000	EA
EA	732.00
330.00	

ORDEREI?_	SHIPPED

ITEM',_iuMBER

DESCRIPTION.	• I	UNIT PRICE

u,.,

AMOUNT

.,  150

16X60 DIPS SDR11 HOPE PUPLE STRIPE	I	5745,000

						

1640	1640  DR16GPP
400	400  DR18PPX
180	180  DR18PPP
80	80  DR18BPP
100	100 AX42250100
100	100  PED11B1650

4 0900 DR18 PVC GJ GREE PIPE
8 0900 DR18 PVC GJ PURP PIPE
4 0900 DR18 PVC GJ PURP PIPE
4 0900 DR18 PVC GJ BLUE PIPE
2X100 CTS 260 PSI NSF BLUE
16X50 DIPS DR11 HOPE PIPE BL STRIPE

INVOICE SUB-TOTAL

7.000	FT
24.000	FT
7.000	FT
7.000	FT
3.000	FT
5745.000	C

11480,00
9600,00
1260,00
560,00
300,00
6745,00

43936,50

TAX	Florida 6000 ¢ap Mel	2636.19

LEAD LAW W1NING: ITIS ILLEIAl TO INSTALL PROD CTS THAT ARE NOT "LEAD FREE" IN ACCORDANCE WITH
US FEDERAL ROTHER APPLI ABLE LAW IN POTABLE WATER SYSTEMS ANTICIPATED FOR HUMAN CONSUMPTION PRODUCTS W TH 'NP IN THE D SCRIPTION ARE NOT L AD FREE AND CAN ONLY BEINSTALLED IN
NON-POTABL APPLICATIONS. UYER IS SOLELY RES ONSIBLE FOR PRODUCT SELECTION,

.Al

.'..Ir 1:,-;	7!:1-,1	I

'') .

,l	::,1.::oc?°l<ing for a more convenient way to pay your bill?

JS t
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Log in to Ferguson.com and request access to Online Bill Pay.

TERMS:	NET 10TH PROX	ORIGINAL INVOICE	TOTAL DUE	$46,572.69
All past due amounts are subject to a service charge of 1.5% per month, or the maximum allowed by law, If lower. If Buyer falls to pay within terms, then In addition to other remedies, Buyer agrees to pay Seller all costs of collection, including reasonable attorney fees, Complete terms and conditions are available upon request or at https://www.ferguson.com/contenVwebslte-info/terms-of-sale,incorporated by reference, Seller may convert checks to ACH.
'Any reference to or incorporation of Executive Order 14042 and/or the EO-implementlng Federal clauses (FAR 52.223 -99 and/or DFARS 252.223-7999) is

FERGUSON®
WATERWORKS 9692 FLORIDA MINING BLVD W 'BUILDING #100
JACKSONVILLE, FL 32257

Please contact with Questions: 904-268-2551

 INVOICE NUMBER	 TOTAL DUE	CUSTOMER.	 PAGE	
	1940306-1	$5,100.	59491	1 of 1	
PLEASE REFER TO INVOICE NUMBER WHEN MAKING PAVMENT AND REMIT TO:

FEL-JACKSONVILLE WW-#149 PO BOX 100286
ATLANTA, GA 30384-0286

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JOHNS INC

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3225 ANNISTON ROAD
ANABELLitJSLAN.9,}>H1A 21001-03 JACKSONVILLE, Fu/32246

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ED	SHIPPED	ITEM NUMBER ' ',	DESCRIPTION	UNIT.PRICE I UM '1,•	AMOUNT	
40	40 PED11B1640	16X40 DIPS DR11 HOPE PIPE BL STRIPE	6655.000		C	3462.00	
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'Any reference to or incorporation of Executive Order 14042 and/or the EO-lmplementlng Federal clauses (FAR 52.223 -99 and/or DFARS 252.223-7999) Is

SEVENTH ORDER OF BUSINESS

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Grau & Associates
CERTIFIED PUl3LIC. ACCOUNTANTS

951 Yamato Road • Suite 280 Boca Raton, Florida 33431
(561) 994-9299 • (800) 299-4728
Fax {561) 994-5823
www.graucpa.com

October 14, 2022 Board of Supervisors
Anabelle Island Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092

We are pleased to confirm our understanding of the services we are to provide Anabelle Island Community Development District, Clay County, Florida ("the District") for the fiscal year ended September 30, 2022. We will audit the financial statements of the governmental activities and each major fund, including the related notes to the financial statements, which collectively comprise the basic financial statements of Anabelle Island Community Development District as of and for the fiscal year ended September 30, 2022. In addition, we will examine the District's compliance with the requirements of Section 218.415 Florida Statutes. This letter serves to renew our agreement and establish the terms and fee for the 2022 audit.
Accounting principles generally accepted in the United States of America provide for certain required supplementary information (RSI), such as management's discussion and analysis {MD&A), to supplement the District's basic financial statements. Such information, although not a part of the basic financial statements, is required by the Governmental Accounting Standards Board who considers it to be an essential part of financial reporting for placing the basic financial statements in an appropriate operational, economic, or historical context. As part of our engagement, we will apply certain limited procedures to the District's RSI in accordance with auditing standards generally accepted in the United States of America. These limited procedures will consist of inquiries of management regarding the methods of preparing the information and comparing the information for consistency with management's responses to our inquiries, the basic financial statements, and other knowledge we obtained during our audit of the basic financial statements. We will not express an opinion or provide any assurance on the information because the limited procedures do not provide us with sufficient evidence to express an opinion or provide any assurance.
The following RSI is required by generally accepted accounting principles and will be subjected to certain limited procedures, but will not be audited:
Management's Discussion and Analysis
Budgetary comparison schedule
The following other information accompanying the financial statements will not be subjected to the auditing procedures applied in our audit of the financial statements, and our auditor's report will not provide an opinion or any assurance on that information:
Compliance with FL Statute 218.39 (3) (c)
Audit Objectives
The objective of our audit is the expression of opinions as to whether your financial statements are fairly presented, in all material respects, in conformity with U.S. generally accepted accounting principles and to report on the fairness of the supplementary information referred to in the second paragraph when considered in relation to the financial statements as a whole. Our audit will be conducted in accordance with auditing standards generally accepted in the United States of America and the standards for financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States, and will include tests of the accounting records of the District and other procedures we consider necessary to enable us to express such opinions. We will issue a written report upon completion of our audit of the District's financial statements. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the financial statements is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the audit or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
We will also provide a report (that does not include an opinion) on internal control related to the financial statements and compliance with the provisions of laws, regulations, contracts, and grant agreements, noncompliance with which could have a material effect on the financial statements as required by Government Auditing Standards. The report on internal control and on compliance and other matters will include a paragraph that states (1) that the purpose of the report is solely to describe the scope of testing of internal control and compliance, and the results of that testing, and not to provide an opinion on the effectiveness of the District's internal control on compliance, and (2) that the report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the District's internal control and compliance. The paragraph will also state that the report is not suitable for any other purpose. If during our audit we become aware that the District is subject to an audit requirement that is not encompassed in the terms of this engagement, we will communicate to management and those charged with governance that an audit in accordance with U.S. generally accepted auditing standards and the standards for financial audits contained in Government Auditing Standards may not satisfy the relevant legal, regulatory, or contractual requirements.

Anabelle Island Community Development District	Page 2

Examination Objective
The objective of our examination is the expression of an opinion as to whether the District is in compliance with Florida Statute 218.415 in accordance with Rule 10.556(1O) of the Auditor General of the State of Florida. Our examination will be conducted in accordance with attestation standards established by the American Institute of Certified Public Accountants and will include tests of your records and other procedures we consider necessary to enable us to express such an opinion. We will issue a written report upon completion of our examination of the District's compliance. The report will include a statement that the report is intended solely for the information and use of management, those charged with governance, and the Florida Auditor General, and is not intended to be and should not be used by anyone other than these specified parties. We cannot provide assurance that an unmodified opinion will be expressed. Circumstances may arise in which it is necessary for us to modify our opinion or add emphasis-of-matter or other-matter paragraphs. If our opinion on the District's compliance is other than unmodified, we will discuss the reasons with you in advance. If, for any reason, we are unable to complete the examination or are unable to form or have not formed an opinion, we may decline to express an opinion or issue a report, or may withdraw from this engagement.
Other Services
We will assist in preparing the financial statements and related notes of the District in conformity with U.S. generally accepted accounting principles based on information provided by you. These nonaudit services do not constitute an audit under Government Auditing Standards and such services will not be conducted in accordance with Government Auditing Standards. The other services are limited to the financial statement services previously defined. We, in our sole professional judgment, reserve the right to refuse to perform any procedure or take any action that could be construed as assuming management responsibilities.
Management Responsibilities
Management is responsible for compliance with Florida Statute 218.415 and will provide us with the information required for the examination. The accuracy and completeness of such information is also management's responsibility. You agree to assume all management responsibilities relating to the financial statements and related notes and any other nonaudit services we provide. You will be required to acknowledge in the management representation letter our assistance with preparation of the financial statements and related notes and that you have reviewed and approved the financial statements and related notes prior to their issuance and have accepted responsibility for them. In addition, you will be required to make certain representations regarding compliance with Florida Statute 218.415 in the management representation letter. Further, you agree to oversee the nonaudit services by designating an individual, preferably from senior management, who possesses suitable skill, knowledge, or experience; evaluate the adequacy and results of those services; and accept responsibility for them.
Management is responsible for designing, implementing and maintaining effective internal controls, including evaluating and monitoring ongoing activities, to help ensure that appropriate goals and objectives are met; following laws and regulations; and ensuring that management and financial information is reliable and properly reported. Management is also responsible for implementing systems designed to achieve compliance with applicable laws, regulations, contracts, and grant agreements. You are also responsible for the selection and application of accounting principles, for the preparation and fair presentation of the financial statements and all accompanying information in conformity with U.S. generally accepted accounting principles, and for compliance with applicable laws and regulations and the provisions of contracts and grant agreements.
Management is also responsible for making all financial records and related information available to us and for the accuracy and completeness of that information. You are also responsible for providing us with (1) access to all information of which you are aware that is relevant to the preparation and fair presentation of the financial statements, (2) additional information that we may request for the purpose of the audit, and (3) unrestricted access to persons within the government from whom we determine it necessary to obtain audit evidence.
Your responsibilities include adjusting the financial statements to correct material misstatements and for confirming to us in the written representation letter that the effects of any uncorrected misstatements aggregated by us during the current engagement and pertaining to the latest period presented are immaterial, both individually and in the aggregate, to the financial statements taken as a whole.
You are responsible for the design and implementation of programs and controls to prevent and detect fraud, and for informing us about all known or suspected fraud affecting the government involving (1) management, (2) employees who have significant roles in internal control, and (3) others where the fraud could have a material effect on the financial statements. Your responsibilities include informing us of your knowledge of any allegations of fraud or suspected fraud affecting the government received in communications from employees, former employees, granters, regulators, or others. ln addition, you are responsible for identifying and ensuring that the government complies with applicable laws, regulations, contracts, agreements, and grants and for taking timely and appropriate steps to remedy fraud and noncompliance with provisions of laws, regulations, contracts or grant agreements, or abuse that we report.
Management is responsible for establishing and maintaining a process for tracking the status of audit findings and recommendations. Management is also responsible for identifying and providing report copies of previous financial audits, attestation engagements, performance audits or other studies related to the objectives discussed in the Audit Objectives section of this letter. This responsibility includes relaying to us corrective actions taken to address significant findings and recommendations resulting from those audits, attestation engagements, performance audits, or other studies. You are also responsible for providing management's views on our current findings, conclusions, and recommendations, as well as your planned corrective actions, for the report, and for the timing and format for providing that information.
With regard to the electronic dissemination of audited financial statements, including financial statements published electronically on your website, you understand that electronic sites are a means to distribute information and, therefore, we are not required to read the information contained in these sites or to consider the consistency of other information in the electronic site with the original document.

Anabelle Island Community Development District	Page 3

Audit Procedures-General
An audit includes examining, on a test basis, evidence supporting the amounts and disclosures in the financial statements; therefore, our audit will involve judgment about the number of transactions to be examined and the areas to be tested. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. We will plan and perform the audit to obtain reasonable rather than absolute assurance about whether the financial statements are free of material misstatement, whether from (1) errors, (2) fraudulent financial reporting, (3) misappropriation of assets, or (4) violations of laws or governmental regulations that are attributable to the government or to acts by management or employees acting on behalf of the government. Because the determination of abuse is subjective, Government Auditing Standards do not expect auditors to provide reasonable assurance of detecting abuse.
Because of the inherent limitations of an audit, combined with the inherent limitations of internal control, and because we will not perform a detailed examination of all transactions, there is a risk that material misstatements may exist and not be detected by us, even though the audit is properly planned and performed in accordance with U.S. generally accepted auditing standards and Government Auditing Standards. In addition, an audit is not designed to detect immaterial misstatements or violations of laws or governmental regulations that do not have a direct and material effect on the financial statements. Our responsibility as auditors is limited to the period covered by our audit and does not extend to later periods for which we are not engaged as auditors.
Our procedures will include tests of documentary evidence supporting the transactions recorded in the accounts, and may include tests of the physical existence of inventories, and direct confirmation of receivables and certain other assets and liabilities by correspondence with selected individuals, funding sources, creditors, and financial institutions. We will request written representations from your attorneys as part of the engagement, and they may bill you for responding to this inquiry. At the conclusion of our audit, we will require certain written representations from you about your responsibilities for the financial statements; compliance with laws, regulations, contracts, and grant agreements; and other responsibilities required by generally accepted auditing standards.
Audit Procedures-Internal Control
Our audit will include obtaining an understanding of the government and its environment, including internal control, sufficient to assess the risks of material misstatement of the financial statements and to design the nature, timing, and extent of further audit procedures. Tests of controls may be performed to test the effectiveness of certain controls that we consider relevant to preventing and detecting errors and fraud that are material to the financial statements and to preventing and detecting misstatements resulting from illegal acts and other noncompliance matters that have a direct and material effect on the financial statements. Our tests, if performed, will be less in scope than would be necessary to render an opinion on internal control and, accordingly, no opinion will be expressed in our report on internal control issued pursuant to Government Auditing Standards.
An audit is not designed to provide assurance on internal control or to identify significant deficiencies or material weaknesses. However, during the audit, we will communicate to management and those charged with governance internal control related matters that are required to be communicated under AICPA professional standards and Government Auditing Standards.
Audit Procedures-Compliance
As part of obtaining reasonable assurance about whether the financial statements are free of material misstatement, we will perform tests of the District's compliance with the provisions of applicable laws, regulations, contracts, agreements, and grants. However, the objective of our audit will not be to provide an opinion on overall compliance and we will not express such an opinion in our report on compliance issued pursuant to Government Auditing Standards.
Engagement Administration, Fees, and Other
We understand that your employees will prepare all cash or other confirmations we request and will locate any documents selected by us for testing.
The audit documentation for this engagement is the property of Grau & Associates and constitutes confidential information. However, subject to applicable laws and regulations, audit documentation and appropriate individuals will be made available upon request and in a timely manner to a cognizant or oversight agency or its designee, a federal agency providing direct or indirect funding, or the U.S. Government Accountability Office for purposes of a quality review of the audit, to resolve audit findings, or to carry out oversight responsibilities. We will notify you of any such request. If requested, access to such audit documentation will be provided under the supervision of Grau & Associates personnel. Furthermore, upon request, we may provide copies of selected audit documentation to the aforementioned parties. These parties may intend, or decide, to distribute the copies or information contained therein to others, including other governmental agencies. Notwithstanding the foregoing, the parties acknowledge that various documents reviewed or produced during the conduct of the audit may be public records under Florida law. The District agrees to notify Grau & Associates of any public record request it receives that involves audit documentation.

Furthermore, Grau & Associates agrees to comply with all applicable provisions of Florida law in handling such records, including but not limited to Section 119.0701, Florida Statutes. Auditor acknowledges that the designated public records custodian for the District is the District Manager ("Public Records Custodian"). Among other requirements and to the extent applicable by law, Grau & Associates shall 1) keep and maintain public records required by the District to perform the service; 2) upon request by the Public Records Custodian, provide the District with the requested public records or allow the records to be inspected or copied within a reasonable time period at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes; 3) ensure that public records which are exempt or confidential, and exempt from public records disclosure requirements, are not disclosed except as authorized by law for the duration of the contract term and following the contract term if Auditor does not transfer the records to the Public Records Custodian of the District; and 4) upon completion of the contract, transfer to the District, at no cost, all public records in Grau & Associate's possession or, alternatively, keep, maintain and meet all applicable requirements for retaining public records pursuant to Florida laws. When such public records are transferred by Grau & Associates, Grau & Associates shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. All records stored electronically must be provided to the District in a format that is compatible with Microsoft Word or Adobe PDF formats.

Anabelle Island Community Development District	Page 4

IF GRAU & ASSOCIATES HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO ITS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE PUBLIC RECORDS CUSTODIAN AT: GMS-NF LLC - 475 WEST TOWN PLACE, SUITE 114, ST. AUGUSTINE, FL 32092 - TELEPHONE: 904-940-5850

Our fee for these services will not exceed $5,500 for the September 30, 2022 audit, unless there is a change in activity by the District which results in additional audit work or if additional Bonds are issued. This agreement is automatically renewed each year thereafter subject to the mutual agreement by both parties to all terms and fees. The fee for each annual renewal will be agreed upon separately.

We will complete the audit within prescribed statutory deadlines, which requires the District to submit its annual audit to the Auditor General no later than nine (9) months after the end of the audited fiscal year, with the understanding that your employees will provide information needed to perform the audit on a timely basis.

The audit documentation for this engagement will be retained for a minimum of five years after the report release date. If we are aware that a federal awarding agency or auditee is contesting an audit finding, we will contact the party(ies) contesting the audit finding for guidance prior to destroying the audit documentation.

Our invoices for these fees will be rendered each month as work progresses and are payable onpresentation. Invoices will be submitted in sufficient detail to demonstrate compliance with the terms of this agreement. In accordance with our firm policies, work may be suspended if your account becomes 60 days or more overdue and may not be resumed until your account is paid in full. If we elect to terminate our services for nonpayment, our engagement will be deemed to have been completed upon written notification of termination, even ifwe have not completed our report. You will be obligated to compensate us for all time expended and to reimburse us for all out­ of-pocket costs through the date of termination. The above fee is based on anticipated cooperation from your personnel and the assumption that unexpected circumstances will not be encountered during the audit. If significant additional time is necessary, we will discuss it with you and arrive at a new fee estimate.

The District has the option to terminate this agreement with or without cause by providing thirty (30) days written notice of termination to Grau & Associates. Upon any termination of this agreement, Grau & Associates shall be entitled to payment of all work and/or services rendered up until the effective termination of this agreement, subject to whatever claims or off-sets the District may have against Grau & Associates.

We will provide you with a copy of our most recent external peer review report and any letter of comment, and any subsequent peer review reports and letters of comment received during the period of the contract. Our 2019 peer review report accompanies this letter.

We appreciate the opportunity to be of service to Anabelle Island Community Development District and believe this letter accurately summarizes the terms of our engagement and, with any addendum, if applicable, is the complete and exclusive statement of the agreement between Grau & Associates and the District with respect to the terms of the engagement between the parties. If you have any questions, please let us know. If you agree with the terms of our engagement as described in this letter, please sign the enclosed copy and return it to us.

Very truly yours,

Grau & Associates
er- _

Antonio J. Grau

RESPONSE:
This letter correctly sets forth the understanding of Anabelle Island Community Development District.
By:  ¼oJ""--(..,.\._   'ri._)\_.r
Title:	Sc-,rc...\c.r1
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Anabelle Island Community Development District	Page 5

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FlCPA

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Peer Review Program

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FICPA Poor Rovlow Program
AdministeredIn Florida
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AICPA Poor Rovlow Program
Administered In Florida
bylhe Florida Institute of CPAs

February 20, 2020

Antonio Grau Grau & Associates
951 Yamato Rd Ste 280 Boca Raton, FL 33431-1809

Dear Antonio Grau:

It is my pleasure to notify you that on February 20, 2020, the Florida Peer Review Committee accepted the report on the most recent system Review of your firm. The due date for your next review is December 31, 2022. This is the date by which all review documents shouldbe completed and submitted to the administering entity.

As you know, the report had a peer review rating of pass. The Committee asked me to convey its congratulations to the firm.

Thank you for your cooperation.

Sincerely,
FtCPA Pa-, Rw   Ck,M
Peer Review Tearn
FICPA Peer Review Committee paul@ficpa.org
800-342-3197 ext. 251

Florida Institute of CPAs

cc: Daniel Hevia, Racquel McIntosh
Firm Number: 900004390114	Review Number: 571202

38G0 tspla11ade Woy, Su,le 2 IO I Tallahassee. FL :323111800.342 3197 In Flo,uJa I 850.224.2127 If-a•: 8502:U.81901www l1cpa.o,g

EIGHTH ORDER OF BUSINESS

Uniting partners through exceptional
landscape services

Annabelle Island - Phase 1A, 1B & Amenity
Landscape Maintenance and Irrigation Proposal

May 31, 2023

Annabelle Island - Phase 1A, 1B & Amenity c/o GMS

RE: Landscape Maintenance & Irrigation Proposal

Marilee,

Thank you for considering United Land Services as your landscape maintenance service provider. We sincerely appreciate every opportunity presented to build a lasting relationship with our clients.

The proposal pricing has been prepared through the use of landscape plans and is intended for budgetary purposes only. The proposal pricing may vary once the landscape is installed and/or landscape as builts have been provided.

If you have any questions after reviewing our proposal, please do not hesitate to contact me at any time. I am
always available to provide solutions and discuss any aspect of property’s needs directly.

Sincerely,

Matt Stinson Business Developer United Land Services
mstinson@unitedlandservices.com

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Exhibit A: Scope of Services Summary

In order to maintain a high-level of service for your property, we plan carefully and intentionally to anticipate the needs of your property. Our team of experienced professionals have a keen attention to detail. Please ask if you have any questions about our visits or frequencies.

SERVICES	VISITS	
Maintenance Services		
Mowing Services - Phase 1A, 1B, and Amenity	42	
Lake Banks	21	
Account Management, Communication & Phased Development Strategy	52	
Detail Services		
Ornamental Shrub Pruning	12	
Weeding— Manual and Chemical Applications	42	
Fertilization & Pest Control Services		
Turf Weed & Insect Control	2	
Granular Turf Applications	4	
Shrub Visits	2	
Shrub Insecticide & Fungicide	2	
Irrigation		
Monthly Inspections with Reports	12	
Mulch (Upon Request)		
Mulch Application – Mini Pine Bark	1	
Mulch Application – Pine Straw	1	
Annual Flowers (Upon Request)		
4” Standard Annual Flower Installation (0 per occurrence)	4	
Annual Bed Soil Replenishment	2	
Palm Pruning (Upon Request)		

Exhibit A: Scope of Services Summary
Annual Maintenance Outline
The following outline details our proposed scope of services and offerings to be provided by our service teams, to ensure we meet the specific needs of your project as governed by our agreement.

LANDSCAPE MAINTENANCE PROGRAM
Turf Grass Mowing
Mowing schedule based on climate and turf type.
Mowing height to be adjusted based on turf type.
Cuts postponed because of weather to be made up as soon as possible.
Hard edging (concrete) will be done per cut, soft edge will be done every other cut. Landscape beds containing rock will not be mechanically edged.
Areas to small to mow will be completed with a string trimmer or push mower.
All debris created during maintenance operations will be removed and or blown from adjacent surfaces.
Ornamental Detailing
Detail operations will be completed in a sectional manner once monthly.
Plant material will be trimmed to retain the natural shape and function of the plant using Best Management Practices and techniques.
Trees will have trunks cleared of sprouts and elevated to 8’ in Green areas and 15’ in Paved areas.
Palms under 15’ will have brown fronds removed during detail rotation.
Post emergent herbicide will be used in landscape beds to control unwanted weeds and vegetation.
Fertilization & Pest Control Services
Turf will be fertilized using a premium slow release granular fertilizer. Applications will adhere to
any State and Local ordinance including Blackout Periods.
Fertilizer composition (NPK, Nitrogen, Phosphorous, Potassium) will be determined based on site needs.
Pre and Post Emergent Herbicides will be used as needed to control weeds in turfgrass.
All applications will be used as directed by the manufacturers instructions for use and in accordance with all State and Federal regulations / guidelines.
Ornamental Plants, Trees & Palms will receive a balanced fertilizer at appropriate rates, typically in spring and fall months.

Scope of Services Summary
Annual Maintenance Outline

Irrigation Inspections & Maintenance
System will be routinely inspected for operational efficiency and condition.
Visual inspection will include controller and electronic components, spray and rotor heads and shrub risers.
Minor adjustments for efficiency will be made during inspection.
Repairs for malfunctioning, broken or worn out components (heads, line breaks, controllers and electronics, pumps, etc.) will be done after client approval.
Seasonal Color (Annuals) Installation
If cost is not included in the monthly billing, installation will be done upon authorized approval from Board of Directors or CAM.
Flower type will be selected based on climate, availability at time of install and coordination with adjacent neighborhood associations to ensure uniformity.
Flower beds will be maintained to remove faded or dead plants and to ensure optimal bloom production and neat appearance.
Commercial fertilizer will be applied to all areas at time of install with follow up applications of micro nutri-
ent, fungicide and pesticide based on flower type and Best Management Practices.
Standard Annuals to be used for quarterly changeouts. Premium varieties to incur additional cost.
Mulch & Pine Straw Installation
If cost is not included in the monthly billing, installation will be done upon authorized approval from Board of Directors or CAM.
Mulch will be installed at timeframe determined by HOA.
Mulch to be Dyed Hardwood Blend, installed 1x per year upon approval.
Installation method to be determined by contractor, either bagged product or bulk install with blower
truck.
ADDITIONAL SERVICES AND TEAM EXPECTATIONS
Extra Services
We will provide extra/special services based on agreement and specifications set forth by the Client
Team Expectations
Our field personnel will be licensed for all applicable maintenance duties, included any pesticide applications, as required by law.
Appearance
Our team is required to maintain a professional and well-groomed appearance at all times.

Your Investment

Exhibit B:Your Investment
Landscape Management Proposal

Phase 1A	Monthly	Yearly	
Core Maintenance
Includes Mowing, Edging, Weed-eating, Debris Blowing, Shrub Pruning, Small Tree Pruning (up to 10 ft.), Rejuvenation Pruning (native grass),Weeding & Cleanup	$2,565	$30,780	
Fertilization & Chemical Treatments
Includes Palm & Shrub Fertilization,Turf Fertilization & Pest Control Applications	$279	$3,348	
Irrigation Inspections
Includes Adjusting Heads and Nozzles, Seasonal Clock Adjustments, with Monthly Reports	$65	$780	
Total for Landscape Maintenance	$2,909	$34,908	

Landscape maintenance proposal is based upon landscape plans and is intended for budgetary purposes only.
Pricing may vary once landscape is installed and landscape as built s have been provided.

Additional Items	Quantity	Price	
Mulch		N/A	
Annuals		N/A	
Palm Pruning		N/A	

Exhibit B:Your Investment
Landscape Management Proposal

Phase 1B	Monthly	Yearly	
Core Maintenance
Includes Mowing, Edging, Weed-eating, Debris Blowing, Shrub Pruning, Small Tree Pruning (up to 10 ft.), Rejuvenation Pruning (native grass),Weeding & Cleanup	$2,958	$35,496	
Fertilization & Chemical Treatments
Includes Palm & Shrub Fertilization,Turf Fertilization & Pest Control Applications	$702	$8,424	
Irrigation Inspections
Includes Adjusting Heads and Nozzles, Seasonal Clock Adjustments, with Monthly Reports	$370	$4,440	
Total for Landscape Maintenance	$4,030	$48,360	

Landscape maintenance proposal is based upon landscape plans and is intended for budgetary purposes only.
Pricing may vary once landscape is installed and landscape as built s have been provided.

Additional Items	Quantity	Price	
Mulch	220	$12,760	
Annuals		N/A	
Palm Pruning		N/A	

Exhibit B:Your Investment
Landscape Management Proposal

Amenity Center	Monthly	Yearly	
Core Maintenance
Includes Mowing, Edging, Weed-eating, Debris Blowing, Shrub Pruning, Small Tree Pruning (up to 10 ft.), Rejuvenation Pruning (native grass),Weeding & Cleanup	$838	$10,056	
Fertilization & Chemical Treatments
Includes Palm & Shrub Fertilization,Turf Fertilization & Pest Control Applications	$192	$2,304	
Irrigation Inspections
Includes Adjusting Heads and Nozzles, Seasonal Clock Adjustments, with Monthly Reports	$154	$1,848	
Total for Landscape Maintenance	$1,184	$14,208	

Landscape maintenance proposal is based upon landscape plans and is intended for budgetary purposes only.
Pricing may vary once landscape is installed and landscape as built s have been provided.

Additional Items	Quantity	Price	
Mulch	40	$2,320	
Annuals		N/A	
Palm Pruning		N/A	

SERVICES AGREEMENT

This Services Agreement (the “Agreement”) is entered into this 	

day of

	,2023 between

	 (the “Customer”), and Florida ULS Operating, LLC DBA United Land Services, LLC ,(the “Contractor”). Contractor is in the business of providing landscape maintenance services and Customer desires to contract with Contractor to provide landscape maintenance services to Customer and cer- tain properties managed by Customer in accordance with the following terms and conditions of this Agreement.

Service Address: 	

Bill to Address	

Term.  The initial term of the Agreement shall commence for a three (3) year period commencing on
	and ending on 	. After expiration of the initial term, the Agreement shall continue on a month-to-month basis unless terminated by either party upon thirty (30) days prior written notice.

Services. Contractor agrees to provide the Customer with the scope of services set forth in Exhibit A (the “Services”). Contractor agrees to provide all labor, material, equipment, and supervision to perform the duties outlined by this Agreement, except that Customer shall provide any water and utilities necessary for Contractor to perform the Services. Contractor warrants to the Customer that: (i) Contractor will perform the Services in a workmanlike manner in accordance with reasonable prevailing industry standards; (ii) Contractor shall comply with all applicable laws; (iii) Contractor has no outstanding agreement or obligation that is in conflict with any of the provisions of this Agreement or that would preclude Contractor from complying with the provisions of this Agreement. Contractor shall not be liable for any nonperformance, delays, or alleged deficient performance resulting from any environmental issues, including drought, hurricane, flooding, tornados, rainfall, storms, earthquakes, or other disasters or weather events, any governments actions or changes in law, any wars, acts of terrorism, epidemics, shortages, strikes or other labor issues, or other causes beyond the control of Contractor. Contractor’s liability to Customer for any alleged non-performance under this Agreement shall be expressly limited to the amount of compensation actually received by Contractor for the disputed scope of work.

Compensation. In consideration of the Contractor’s performance of the Services, the Customer agrees to pay Contractor the fees set forth on Exhibit B for the total monthly amount of $	. On each anniversary date of this Agreement, the agreed upon fees for Contractor’s Services shall be increased by 3% over the previous year’s level or CPI, whichever is greater. Customer shall be responsible for all sales, use, and other taxes with respect to all amounts paid by the Customer to Contractor under this Agreement other than taxes on Contractor’s income.

Confidentiality. Customer acknowledges this agreement along with any documentation, financial data, designs and plans provided by the Contractor are confidential information and shall not be disclosed by the Customer to any other person or entity.

Late Payment. If payment is not received within 30 days of invoicing, a 1.5% per month late fee will be applied to all unpaid balances. Should Contractor need to pursue legal action to collect any amounts owed, Customer agrees to pay Contractor’s attorney’s fees, court costs, and all other expenses incurred.

Termination. Customer may terminate this Agreement for cause, if Contractor, after prior written notice per section 7, of any default hereunder, fails to cure that default within 30 days thereafter. Customer shall pay for all services performed up to the effective date of any valid termination. Contractor, upon 30 days prior written notice to Customer, may terminate this Agreement without cause.

Notices. Any notice required to be sent to the Contractor under this Agreement shall be sent to the following address unless otherwise specified: Attention	12276 San Jose Blvd, Suite 747, Jacksonville, Florida 32223. Any notice required to be sent to the Customer under this Agreement shall be sent to the Service Address speci- fied above, or to such other address as Customer hereafter provides.
Insurance. Contractor acknowledges and agree that it shall be solely responsible for securing and maintaining all insurance coverage for itself and its employees, including without limitation, commercial general liability, workers’ compensation and employers’ liability, comprehensive automobile, and umbrella liability. Contractor shall provide proof of insurance coverage prior to commencement and shall not cancel or change any coverage without providing Customer writ- ten notice.

Licenses. Contractor shall maintain all applicable licenses and permits within the cities, counties and states of operations.

Indemnification. Each party, to the extent permitted by law, will indemnify, defend and hold harmless the other party, its affiliates, and all of their directors, officers, employees, agents and representatives from and against all claims, liabilities, damages, losses or expenses to the extent arising out of any negligence, willful misconduct, breach of contract or violation of law for which the indemnifying party, its employees, agents, subcontractors, or assigns in the performance of work under this Agreement is at fault. In the event the parties are jointly at fault, each party will indemnify the other in proportion to its relative fault.

General. Contractor enters into this Agreement as an independent contractor. Contractor shall be solely responsible for all taxes, withholdings, and other similar statutory obligations with respect to its employees, including without limitation, Worker’ Compensation Insurance. Either party may assign this Agreement to an affiliate or to any successor entity or purchaser of a substantial portion of the assets of such party that relate to the subject matter of this Agreement without the other party’s consent but with written notice. This Agreement shall be governed by the laws of the State of Florida. The exclusive jurisdiction for the resolution of any disputes arising out of or relating to this Agreement shall be in a court of competent jurisdiction in Duval County, Florida. This Agreement constitutes the entire agreement between the parties with respect to the subject matter hereof and supersedes and replaces all prior and contemporaneous understandings or agreements, written or oral, regarding such subject matter. No amendment or modification of this Agreement will be binding unless in writing and signed by a duly authorized representative of both parties.

[Signature Page Follows]

IN WITNESS WHEREOF, the undersigned parties have executed this Agreement as of the day and year first above written.

CONTRACTOR
Florida ULS Operating, LLC DBA United Land Services, LLC	CUSTOMER	

Signature	
Signature	

Date	
Date	

Uniting partners through exceptional landscape services

NINTH ORDER OF BUSINESS

RESOLUTION 2023-02

A RESOLUTION OF THE BOARD OF SUPERVISORS OF THE ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT APPROVING A PROPOSED BUDGET FOR FISCAL YEAR 2023/2024 AND SETTING A PUBLIC HEARING THEREON PURSUANT TO FLORIDA LAW; ADDRESSING TRANSMITTAL, POSTING AND PUBLICATION REQUIREMENTS; ADDRESSING SEVERABILITY; AND PROVIDING AN EFFECTIVE DATE.

WHEREAS, the District Manager has heretofore prepared and submitted to the Board of Supervisors (“Board”) of the Anabelle Island Community Development District (“District”) prior to June 15, 2023, a proposed budget (“Proposed Budget”) for the fiscal year beginning October 1, 2023, and ending September 30, 2024 (“Fiscal Year 2023/2024”); and

WHEREAS, the Board has considered the Proposed Budget and desires to set the required public hearing thereon.

NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT:

PROPOSED BUDGET APPROVED. The Proposed Budget prepared by the District Manager for Fiscal Year 2023/2024 attached hereto as Exhibit A is hereby approved as the basis for conducting a public hearing to adopt said Proposed Budget.

SETTING A PUBLIC HEARING. A public hearing on said approved Proposed Budget is hereby declared and set for the following date, hour and location:
DATE:		, 2023
HOUR:	2:00 p.m.

LOCATION:	Plantation Oaks Amenity Center 845 Oakleaf Plantation Parkway Orange Park, Florida 32065
TRANSMITTAL OF PROPOSED BUDGET TO LOCAL GENERAL-PURPOSE GOVERNMENT.
The District Manager is hereby directed to submit a copy of the Proposed Budget to Clay County at least 60 days prior to the hearing set above.

POSTING OF PROPOSED BUDGET. In accordance with Section 189.016, Florida Statutes, the District’s Secretary is further directed to post the approved Proposed Budget on the District’s website at least two days before the budget hearing date as set forth in Section 2 and to ensure that it remains on the website for at least 45 days.

PUBLICATION OF NOTICE. Notice of this public hearing shall be published in the manner prescribed in Florida law.

SEVERABILITY. The invalidity or unenforceability of any one or more provisions of this Resolution shall not affect the validity or enforceability of the remaining portions of this Resolution, or

any part thereof.
EFFECTIVE DATE. This Resolution shall take effect immediately upon adoption.

PASSED AND ADOPTED THIS 14th DAY OF JUNE 2023.
ATTEST:	ANABELLE ISLAND COMMUNITY
DEVELOPMENT DISTRICT

By:	

Secretary	Its:	

Anabelle Island
Community Development District

Proposed Budget
FY 2024

Anabelle Island
Community Development District

TABLE OF CONTENTS

General Fund
Budget	Page 1-2
Narrative	Page 3-7

SE 2022 Debt Service Fund
Summary of Revenues and Expenses	Page 8
Amortization Schedule	Page 9-10

Anabelle Island
Community Development District
General Fund

	Adopted
Budget	Actuals
as of	Projected
Next 5	Total
Projected	Proposed
Budget	
Description	FY 2023	4/30/23	Months	9/30/23	FY 2024	

Revenues						
Special Assesments	$	-	$	-	$	-	$	-	$	216,604	
Developer Contributions	$	609,890	$	34,468	$	62,486	$	96,953	$	179,373	
Total Revenues	$	609,890	$	34,468	$	62,486	$	96,953	$	395,977	
Expenditures						
Administrative						
Supervisors Fees	$	12,000	$	-	$	5,000	$	5,000	$	12,000	
FICA Expense	$	918	$	-	$	383	$	383	$	918	
Engineering	$	5,000	$	-	$	2,500	$	2,500	$	5,000	
Attorney	$	20,000	$	1,261	$	8,740	$	10,000	$	15,000	
Arbitrage	$	750	$	-	$	700	$	700	$	700	
Assessment Roll	$	5,000	$	5,000	$	-	$	5,000	$	5,300	
Dissemination Agent	$	3,500	$	2,042	$	1,460	$	3,502	$	3,710	
Annual Audit	$	3,500	$	-	$	3,500	$	3,500	$	3,600	
Trustee	$	6,500	$	2,166	$	4,334	$	6,500	$	6,500	
Management Fees	$	47,250	$	27,563	$	19,688	$	47,250	$	50,085	
Website Maintenance	$	1,200	$	700	$	500	$	1,200	$	1,200	
Information Technology	$	1,800	$	1,050	$	750	$	1,800	$	1,800	
Telephone	$	300	$	34	$	85	$	119	$	300	
Postage	$	600	$	7	$	593	$	600	$	2,500	
Insurance	$	5,625	$	5,375	$	-	$	5,375	$	5,913	
Printing	$	1,000	$	27	$	973	$	1,000	$	2,500	
Legal Advertising	$	2,500	$	-	$	1,250	$	1,250	$	2,500	
Other Current Charges	$	1,000	$	190	$	810	$	1,000	$	700	
Office Supplies	$	100	$	0	$	100	$	100	$	100	
Dues, Licenses & Subscriptions	$	175	$	175	$	-	$	175	$	175	
Total Administrative	$	118,718	$	45,588	$	51,365	$	96,953	$	120,501	

Ground Maintenance 						
Security- monitoring	$	45,000	$	-	$	-	$	-	$	-	
Electric	$	1,500	$	-	$	-	$	-	$	1,500	
Water & Sewer/Irrigation	$	30,000	$	-	$	-	$	-	$	30,000	
Repairs & Maintenance	$	5,000	$	-	$	-	$	-	$	5,000	
Landscape - Contract	$	61,977	$	-	$	-	$	-	$	97,476	
Landscape - Contingency	$	5,000	$	-	$	-	$	-	$	20,000	
Landscape - Pond Banks	$	39,000	$	-	$	-	$	-	$	-	
Lake Maintenance	$	10,000	$	-	$	-	$	-	$	10,000	
Irrigation Repairs	$	10,000	$	-	$	-	$	-	$	5,000	
Total Ground Maintenance	$	207,477	$	-	$	-	$	-	$	168,976	

Anabelle Island
Community Development District
General Fund

	Adopted
Budget	Actuals
as of	Projected
Next 5	Total
Projected	Proposed
Budget	
Description	FY 2023	4/30/23	Months	9/30/23	FY 2024	
Amenity Center			
Insurance	$	24,538	$	-	$	-	$	-	$	5,000	
Phone/Internet/Cable	$	3,000	$	-	$	-	$	-	$	3,000	
Electric	$	16,000	$	-	$	-	$	-	$	16,000	
Water/Irrigation	$	6,000	$	-	$	-	$	-	$	15,000	
Gas	$	1,250	$	-	$	-	$	-	$	-	
Refuse Service	$	2,500	$	-	$	-	$	-	$	2,500	
Security Monitoring	$	11,497	$	-	$	-	$	-	$	-	
Access Cards	$	2,500	$	-	$	-	$	-	$	2,500	
Field Mgmt/Admin	$	20,000	$	-	$	-	$	-	$	-	
Landscape - Contract	$	50,000	$	-	$	-	$	-	$	-	
Fitness Equipment Lease (Sofitco)	$	17,500	$	-	$	-	$	-	$	-	
Janitorial Maintenance	$	28,000	$	-	$	-	$	-	$	14,000	
Janitorial Supplies	$	4,000	$	-	$	-	$	-	$	4,000	
Pool Maintenance	$	12,900	$	-	$	-	$	-	$	15,000	
Pool Chemicals	$	-	$	-	$	-	$	-	$	10,000	
Pool Permit	$	-	$	-	$	-	$	-	$	500	
Facility Maintenance	$	7,500	$	-	$	-	$	-	$	7,500	
Repairs & Maintenance	$	4,310	$	-	$	-	$	-	$	10,000	
Special Events	$	4,000	$	-	$	-	$	-	$	-	
Fitness Center Repairs/Supplies	$	900	$	-	$	-	$	-	$	-	
Office Supplies	$	1,000	$	-	$	-	$	-	$	200	
ASCAP/BMI License Fees	$	500	$	-	$	-	$	-	$	500	
Pest Control	$	800	$	-	$	-	$	-	$	800	
Capital Outlay	$	15,000	$	-	$	-	$	-	$	-	
Reserves	$	50,000	$	-	$	-	$	-	$	-	
Total Amenity Center	$	283,695	$	-	$	-	$	-	$	106,500	
						
Total Expenditures	$	609,890	$	45,588	$	51,365	$	96,953	$	395,977	

Excess Revenues/(Expenditures)

$	-	$

(11,120)

$ 11,120.08	$

-	$	-

Assessments per unit for FY 2024
Lot
Size	Unit
Count	Net Per
Unit	Gross Per
Unit	Gross
Assessments	
Platted (1)	79	$752.00	$800.00	$63,200	
Less Discount 4% + Collections 2%	($3,792)	
Total Platted	79		$59,408	

Direct Bill - Platted	
132	
$800.00	
$105,600	
Direct Bill - Unplated	158	$326.56	$51,596	
Total Direct Bill	290		$157,196	
				
Total	369	Net Annual Assessment	$216,604	

(1) include 4% provision for early payment discount and 2% collection costs for Clay County

Anabelle Island
Community Development District
General Fund Budget FY 2024

REVENUES:

Special Assessments/Developer Contributions

The District will levy a non ad-valorem special assessment on all taxable property within the District to fund all of the General Operating Expenditures for the fiscal year and collect from Developer remaining assessments for O&M portion.

EXPENDITURES:

Administrative:

Supervisors Fees

Chapter 190, The Florida Statutes, allows each Board member to receive $200 per meeting not to exceed $4,800 per year per supervisor for the time devoted to District business and meetings.

FICA Expense

Represents the Employer’s share of Social Security and Medicare taxes withheld from the Board of Supervisors checks.

Engineering

The District will be providing general engineering services to the District, e.g., attendance and preparation for monthly board meetings, review invoices, etc.

Attorney

The District’s legal counsel, Kilinski Van Wyk, PLLC will be providing general legal services to the District, i.e. attendance and preparation for monthly meetings, review operating & maintenance contracts, etc.

Arbitrage

The District is required to annually have an arbitrage rebate calculation on the District’s Series Special Assessment Revenue Bonds.

Assessment Roll

The District has contracted with Governmental Management Services, LLC for the certification and collection of the District’s annual maintenance and debt service assessments. Assessments on platted lots are collected by agreement with Clay County while unplatted assessments maybe collected directly by District and/or by County Tax Collector.

Anabelle Island
Community Development District
General Fund Budget FY 2024

Dissemination

The District has contracted with GMS, LLC to act as the Dissemination Agent for the District to prepare the Annual Disclosure Report required by the Security and Exchange Commission in order to comply with Rule 15(c)(2)-12(b)(5), which relates to additional reporting requirements for un-rated bond issues.

Annual Audit

The District is required annually to conduct an audit of its financial records.

Trustee Fees

The Trustee administers the District’s Special Assessment Revenue Bonds. The amount represents the annual fee for the administration of the District’s bond issue.

Management Fees

The District receives management, accounting and administrative services as part of a management agreement with Governmental Management Services, LLC (“GMS”). These services are further outlined in Exhibit “A” of the Management Agreement with GMS.

Website Maintenance

Represents the costs associated with monitoring and maintaining the District’s website created in accordance with Chapter 189, Florida Statutes. These services include site performance assessments, security and firewall maintenance, updates, document uploads, hosting and domain renewals, website backups, etc.

Information Technology

Represents costs related to the District’s information systems, which include but are not limited to video conferencing services, cloud storage services and servers, security, accounting software, etc.

Telephone

Telephone conference costs for District meetings, workshops and committee meetings.

Postage

Mailing of agenda packages, overnight deliveries, correspondence, etc.

Insurance

The District’s General Liability & Public Officials Liability Insurance policy is with Florida Insurance Alliance. FIA specializes in providing insurance coverage to governmental agencies.

Anabelle Island
Community Development District
General Fund Budget FY 2024

Printing

Printing budgets for the County, printing of computerized checks, stationary, envelopes, etc.

Legal Advertising

The District is required to advertise various notices for monthly Board meetings, public hearings etc. in a newspaper of general circulation.

Other Current Charges

Estimated bank charges and any other miscellaneous expenses that incurred during the year.

Office Supplies

Miscellaneous office supplies.

Dues, Licenses & Subscriptions

The District is required to pay an annual fee to the Department of Economic Opportunity for $175. This is the only expense under this category for the District.

Ground Maintenance

Electric

Estimated costs for electric billed to the District by Clay County Electric.

Water/Sewer/Irrigation

Estimated costs for irrigation by the district for water, sewer and irrigation.

Repairs and Maintenance

Any costs related to miscellaneous repairs and maintenance that occur during the fiscal year.

Landscape Maintenance

Estimated costs related to maintain the common areas of the District.

Landscape Contingency

Estimated costs for other landscape maintenance incurred by the District.

Lake Maintenance

Estimated costs to maintain ponds throughout the District.

Anabelle Island
Community Development District
General Fund Budget FY 2024

Irrigation Repairs

Estimated miscellaneous irrigation maintenance and repair costs.

Amenity Center:

Insurance

Estimated Property Insurance policy from Florida Insurance Alliance.

Phone/Internet/Cable

Estimated costs for phone, cable and internet in the Amenity Center.

Electric

Estimated costs for electric billed to the District by Clay County Electric.

Water/Irrigation

Estimated costs for irrigation by the district for water, sewer and irrigation.

Refuse Service

Estimated cost for refuse removal service.

Access Cards

Entry cards are issued to all CDD residents for facility access.

Janitorial Maintenance

Estimated costs for janitorial services for the Amenity Center.

Janitorial Supplies

Estimated costs for janitorial for janitorial supplies for Amenity Center.

Pool Maintenance

Estimated cost to maintain the Amenity swimming pools.

Pool Chemicals

The District will contract with local company to provide chemicals necessary for the maintenance of the Amenity Center swimming pool.

Anabelle Island
Community Development District
General Fund Budget FY 2024

Pool Permit

Represents Permit Fees paid to the Department of Health for the swimming pool.

Facility Maintenance

Estimated cost for maintenance and repairs necessary for upkeep of the Amenity Center and common grounds area.

Repair and Maintenance

Any costs related to miscellaneous repairs and maintenance that occur during the fiscal year.

Office Supplies

Office supplies for the Amenity Center.

ASCAP/BMI License Fees

Represent estimated costs for music licenses for Amenity Center.

Pest Control

The estimated costs for monthly pest control services.

Anabelle Island
Community Development District Series 2022 Debt Service Fund Proposed Budget

	Approved
Budget	Actuals
as of	Projected
Next 5	Total
Projected	Proposed
Budget	
Description	FY 2023	04/30/23	Months	9/30/23	FY 2024	

Revenues						
Special Assessments	$	346,815	$	242,771	$  104,044	$	346,815	$	346,815	
Interest Income	$	250	$	3,651	$	1,500	$	5,151	$	2,000	
Carry Forward Surplus	$	111,367	$	112,000	$	-	$	112,000	$	116,356	
Total Revenues	$	458,432	$	358,421	$ 105,544	$	463,966	$	465,171	

Expenditures						
Series 2022
Interest Expense 11/1	
$	111,305	
$	111,305	
$	-	
$	111,305	
$	109,618	
Principal Expense 5/1	$	125,000	$	-	$  125,000	$	125,000	$	125,000	
Interest Expense 5/1	$	111,305	$	-	$  111,305	$	111,305	$	109,618	
Total Expenditures	$	347,610	$	111,305	$ 236,305	$	347,610	$	344,235	
						
Excess Revenues/(Expenditures)	$	110,822	$	247,116	$ (130,761)	$	116,356	$	120,936	

11/1/24 Interest Payment	
$	
106,175	

Assessments per unit for FY 2024	
Lot	Unit	Net Per	Gross Per	Gross	
Size	Count	Unit	Unit	Assessments (1)	
40'	75	$940	$1,000	$74,990	
50'	294	$940	$1,000	$293,962	

Total	369	Gross Annual Assessment	$368,952

Less Discount 4% + Collections 2%	($22,137)

Net Annual Assessment	$346,815

(1) include 4% provision for early payment discount and 2% collection costs for Clay County

Anabelle Island
Community Development District Special Assessment Revenue Bonds, Series 2022

Period		Interest		Debt	Annual Debt	Bond	
Ending	Principal	Rate	Interest	Service	Service	Balance	

11/1/23		2.70%	$109,618	$109,618	$344,235		
5/1/24	$125,000	2.70%	$109,618	$234,618		$5,940,000	
11/1/24		2.70%	$107,930	$107,930	$345,860		
5/1/25	$130,000	2.70%	$107,930	$237,930		$5,810,000	
11/1/25		2.70%	$106,175	$106,175	$347,350		
5/1/26	$135,000	2.70%	$106,175	$241,175		$5,675,000	
11/1/26		2.70%	$104,353	$104,353	$348,705		
5/1/27	$140,000	2.70%	$104,353	$244,353		$5,535,000	
11/1/27		2.70%	$102,463	$102,463	$344,925		
5/1/28	$140,000	3.10%	$102,463	$242,463		$5,395,000	
11/1/28		3.10%	$100,293	$100,293	$345,585		
5/1/29	$145,000	3.10%	$100,293	$245,293		$5,250,000	
11/1/29		3.10%	$98,045	$98,045	$346,090		
5/1/30	$150,000	3.10%	$98,045	$248,045		$5,100,000	
11/1/30		3.10%	$95,720	$95,720	$346,440		
5/1/31	$155,000	3.10%	$95,720	$250,720		$4,945,000	
11/1/31		3.10%	$93,318	$93,318	$346,635		
5/1/32	$160,000	3.10%	$93,318	$253,318		$4,785,000	
11/1/32		3.10%	$90,838	$90,838	$346,675		
5/1/33	$165,000	3.50%	$90,838	$255,838		$4,620,000	
11/1/33		3.50%	$87,950	$87,950	$345,900		
5/1/34	$170,000	3.50%	$87,950	$257,950		$4,450,000	
11/1/34		3.50%	$84,975	$84,975	$349,950		
5/1/35	$180,000	3.50%	$84,975	$264,975		$4,270,000	
11/1/35		3.50%	$81,825	$81,825	$348,650		
5/1/36	$185,000	3.50%	$81,825	$266,825		$4,085,000	
11/1/36		3.50%	$78,588	$78,588	$347,175		
5/1/37	$190,000	3.50%	$78,588	$268,588		$3,895,000	
11/1/37		3.50%	$75,263	$75,263	$345,525		
5/1/38	$195,000	3.50%	$75,263	$270,263		$3,700,000	
11/1/38		3.50%	$71,850	$71,850	$348,700		
5/1/39	$205,000	3.50%	$71,850	$276,850		$3,495,000	
11/1/39		3.50%	$68,263	$68,263	$346,525		
5/1/40	$210,000	3.50%	$68,263	$278,263		$3,285,000	
11/1/40		3.50%	$64,588	$64,588	$349,175		
5/1/41	$220,000	3.50%	$64,588	$284,588		$3,065,000	
11/1/41		3.50%	$60,738	$60,738	$346,475		
5/1/42	$225,000	3.50%	$60,738	$285,738		$2,840,000	
11/1/42		3.50%	$56,800	$56,800	$348,600		
5/1/43	$235,000	4.00%	$56,800	$291,800		$2,605,000	
11/1/43		4.00%	$52,100	$52,100	$349,200		
5/1/44	$245,000	4.00%	$52,100	$297,100		$2,360,000	
11/1/44		4.00%	$47,200	$47,200	$349,400		

Anabelle Island
Community Development District Special Assessment Revenue Bonds, Series 2022

Period
Ending	
Principal	Interest
Rate	
Interest		Debt
Service		Annual Debt
Service	Bond
Balance	
									
5/1/45	$255,000	4.00%	$47,200		$302,200			$2,105,000	
11/1/45		4.00%	$42,100		$42,100		$349,200		
5/1/46	$265,000	4.00%	$42,100		$307,100			$1,840,000	
11/1/46		4.00%	$36,800		$36,800		$348,600		
5/1/47	$275,000	4.00%	$36,800		$311,800			$1,565,000	
11/1/47		4.00%	$31,300		$31,300		$352,600		
5/1/48	$290,000	4.00%	$31,300		$321,300			$1,275,000	
11/1/48		4.00%	$25,500		$25,500		$351,000		
5/1/49	$300,000	4.00%	$25,500		$325,500			$975,000	
11/1/49		4.00%	$19,500		$19,500		$349,000		
5/1/50	$310,000	4.00%	$19,500		$329,500			$665,000	
11/1/50		4.00%	$13,300		$13,300		$351,600		
5/1/51	$325,000	4.00%	$13,300		$338,300			$340,000	
11/1/51		4.00%	$6,800		$6,800		$353,600		
5/1/52	$340,000	4.00%	$6,800		$346,800				
	 $6,065,000 		  $4,028,375 		 $10,093,375 		  $10,093,375 		

TENTH ORDER OF BUSINESS

C.

Chris H. Chambless
Supervisor of Elections Clay County, Florida

April 15, 2023
Anabelle Island Community Development District Attn.: Sarah Sweeting
475 West Town Place, Suite 114 St. Augustine FL 32092

Dear Ms. Sweeting:

I have queried the number of eligible voters residing within the Anabelle Island Community Development District as of April 15, 2023. At this time, there are no registered voters residing within the district.

Please provide the contact information and term expiration dates for the current CDD Board Members. I can be reached via the contact information at the bottom of this page or via email at Lynn.Gaver@ClayElections.gov.

In an effort to keep our records updated please notify us of any changes to the Board due to resignations or appointments.

Thank you,

Lynn Gaver, MFCEP
Clay County Supervisor of Elections Office
P.O. Box 337 | 500 North Orange Ave.
Green Cove Springs, FL 32043 (904) 269-6350 Fax (904) 284-0935

P.O. Box 337		500 N. Orange Ave.		Green Cove Springs, FL 32043 (904) 269-6350	Fax (904) 284-0935

THIRTEENTH ORDER OF BUSINESS

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Anabelle Island
Community Development District	Funding Request # 15
August 5, 2022

PAYEE

GENERAL FUND FY22

Governmental Management Services
Inv # 21 - Management Fees - August 2022	$4,391.82

KE Law Group, PPLC
Inv # 2928 - General Counsel - June 2022	$932.00

Payroll - Meeting Date 7/12/22	$400.00

Rose S. Bock Expense Reimbursement
mileage reimbursement for 1/11/22 and 7/12/22	$77.50

$	5,801.32

TOTAL	$	5,801.32

Please make check payable to:
Anabelle Island CDD
475 W Town Place Suite 114 Saint Augustine, FL 32092

Signature:		
Chairman/Vice Chairman

Signature:		
Secretary/Asst. Secretary

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Governmental Management Services, LLC
1001 Bradford Way Kingston, TN 3TT63

Invoice

Bill To:
Anabelle Island COD 475 West Town Place Suite 114

St. Augustine, FL 32092

Invoice #: 21
Invoice Date: 8/1/22
Due Date: 8/1/22
Case:
P.O. Number:

RECEIVED AUG O 4 2022				

Total	$4,391.82	
Payments/Credits	$0.00	
Balance Due	$4,391.82	

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

£	L:.W
G  R  O  tJ  P

KE Law Group, PLLC

INVOICE
Invoice# 2928 Date: 07/06/2022 Due On: 08/05/2022

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

RECE\\IED JUL 7 0 1011

Service	LG	06/01/2022 Review updated timing for completion of	0.10  $270.00	$27.00
audit report; confer with District Manager regarding disclosure obligations.

,_,..,,,.,.,_.A_,.. ••-----•--"- - -=-• ----
--

---T-- ------0• -----•------- -----• .Y•',. .-..-,--,N

Service	LG	06/03/2022 Prepare budget notice.	0.20  $270.00	$54.00
Service	MG	06/29/2022 Prepare auditor letter response	0.60  $170.00  $102.00

.... ------·• ··-·--·- ------	•m•••-•··••·•• •-••-•••••••-•
Service	JK	06/30/2022 Review draft audit; review budget	1.40 $310.00 $434.00 appropriation and developer funding
agreement; confer re: change order form and review TA and transmit edits to same
'o••-.-.M,_,_,, -•--•••-• d ''-"-•"••••m•.s-•••••'c•••-•••h•·--"••••>

Service	LG	06/30/2022  Review and provide comments on draft	0.60  $270.00  $162.00
audit.
•·,··-., •--"·•·>'-•••". -------- -----s-.- --------·-•••-··-···",,.,..,,..,,. ••"' ..,,.- --..·-• -------	•_,., ,_,·•··-·•·•·• ,·;,',>•'-'•••-•·-.a•·•.,·•·•·•---,,.<-'••·•=·••·•···••·--••- • ,,.,.,.,_,

Service	MG	06/30/2022 Prepare budget documents	0.90  $170.00  $153.00
•··•• -·· ·•· ,.,.,.,.,,,,._.,,.. ...._. .,. ,w· ,•,, •., ... , .._.,.. • -· - - ··=··· -"'·~·,_.,,.

Total	$932.00

Detailed Statement of Account

Other Invoices

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Invoice# 2928 - 07/06/2022

2811	07/14/2022	$776.00	$0.00	$776.00	
Current Invoice					

2928	
08/05/2022	
$932.00	
$0.00	
$932.00	
			Outstanding Balance	$1,708.00	
			Total Amount Outstanding	$1,708.00	

Please make all amounts payable to: KE Law Group, PLLC

Please pay within 30 days.

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

ATTENDANCE SHEET

RECEIVED JUL 15 2022

District:		Anabelle Island	

Meeting Date:	July 12, 2022	

Supervisor	In Attendance	Fees

1.	
Jim McDade	D	
NO		

2.	Derek Citino	D	NO		

3.	Darren Gowens	D	NO		

4.	Joseph Jennessee	[Z]		$200	

5.	
Rose Bock	[ZJ		
$200	

District Manager:		t:..-c.l-  t9==---------	

PLEASE RETURN COMPLETED FORM TO OKSANA KUZMUK

Employee:

Anabelle Island COD - Expense Reimbursement Governmental Management Services, LLC

 Rose S. Bock		Position:  Supervisor	RECEIVED AUG O 1 2022

Address:

1804 Forest Glen Way

Date:	1-Jan-22 Expense

City, State, Zip St. Augustine, FL 32092	Period:	31-Jul-22

DATE

Description

Mileage	Hotel

Meals

Total

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

11-Jan-22	Anabelle Island COD Meeting 62 miles round trip	$ 38.75	$ -	$	-	$  38.75	
12-Jul-22	Anabelle Island COD Meeting 62 miles round trip	$ 38.75	$ -	$	-	$  38.75	

Mileage is reimbursable at $.625/mile	Total Amount Due to EmI $  77.50
**For expense reimbursements not listed above, post to Misc. and provide additional description**

List below the above expenses that are reimbursable to company by client The below is informational only.
Employee should provide t.hsse s:penses on t'Jelr monthly expense report for each ciient

/l0--)v-A,u.

/I  /	. ;;
.r yi...,..,d.--
Ernployee Signature

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Anabelle Island
Community Development District	Funding Request # 16
October 3, 2022

PAYEE

GENERAL FUND FY22

Governmental Management Services
Inv # 22 - Management Fees - September 2022	$4,320.97
Inv # 23 - Assessmnet Roll Certification - FY 2023	$5,000.00

KE Law Group, PPLC
Inv # 3547 - General Counsel - July 2022	$630.97
Inv # 3891 - General Counsel - August 2022	$354.00

Egis Insurace & Risk Advisors
Inv # 16464 - FY2023 Insurance Renewal	$5,375.00

$	15,680.94

TOTAL	$	15,680.94

Please make check payable to:
Anabelle Island CDD
475 W Town Place Suite 114 Saint Augustine, FL 32092

Signature:		
Chairman/Vice Chairman

Signature:		
Secretary/Asst. Secretary

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island COD 475 West Town Place Suite 114
S1. Augustine, FL 32092

Invoice #: 22
Invoice Date: 9/1/22
Due Date: 9/1/22
Case:
P.O. Number:

Description	Hours/qty	Rate	Amount

Management Fees - September 2022		3,750.00	3,750.00	
Website Administration - September 2022		104.17	104.17	
Information Technology- September 2022		150.00	150.00	
Dissemination Agent Services - September 2022		291.67	291.67	
Office Supplies		0.15	0.15	
Postage		5.01	5.07	
Telephone		19.91	19.91	

RECEIVED SEP 6 0:2022				

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice #: 23
Invoice Date: 9/27/22
Due Date: 9/27/22
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Assessment Roll Certification - FY 2023		5,000.00	5,000.00	

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

A

,. L:.W	INVOICE

C  fl  0  IJ  P

Invoice# 3547 Date: 08/08/2022 Due On: 09/07/2022

KE Law Group, PLLC

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

RECEIVED AUG 16	2022

Anabelle Island - General Counsel

type		
Service	MG	07/05/2022	Research unopposed candidates and vacancies	0.10	$170.00	$17.00	
Service	JK	07/06/2022	Review/update and edit change order and confer with Taylor on same; confer re:	0.30	$310.00	$93.00	
			budget back up documents and transmission for same				
Service	JK	07/11/2022	Prepare for Board meeting, including confer w/team re: various budget and construction issues	0.60	$310.00	$186.00	
Service	JK	07/12/2022	Prepare for and attend Board meeting; confer re: meeting schedule and necessity for annual meetings	0.70	$310.00	$217.00	
			-·•="' ,,	,.				
Service	MG	07/13/2022	Prepare budget resolution	0.40	$170.00	$68.00	
Expense	AL	07/25/2022	Rental Car Expenses: JK - Rental car expense	1.00	$49.97	$49.97	

Total	'!'!$630;97

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Invoice # 3547 - 08/08/2022

Detailed Statement of Account

Other Invoices

2928	08/05/2022	$932.00	$0.00	$932.00

Current Invoice

·1nvQi¢'e Ntilrib,11r	
3547	09/07/2022

,-' ·9..,;,tpu
$630.97

¥·m·•

iff§-!.Rie 1;; t
$0.00

Outstanding Balance

ea1i6c ; ci .,
$630.97

$1,562.97

Total Amount Outstanding	$1,562.97

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

A	L:.
C R 0  U  P

KE Law Group, PLLC

INVOICE
Invoice# 3891 Date: 09/08/2022 Due On: 10/08/2022

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114
St. Augustine, Florida 32092	RECE\VEO SEP 13 2022
AICDD-01

Anabelle Island - General Counsel

Type	Professional : Date ·.	Quantify!  Rate··	"Jobi!

Service	JK	08/01/2022	Confer re: due diligence for property ownership and begin compiling information
on same; transmit audit request	0.30  $310.00	$93.00	
			.......-,--.-.-.0••---, --·,-·-··'---•--·•-	--•-· ,_,.,.,,._._		
Service	JK	08/03/2022	Review TA; confer with team re: alternate meeting schedule and transmit same	0.10  $310.00	$31.00	
Service	MG	08/18/2022	Research records for Notice of Commencement	0.40  $170.00	$68.00	
=-•-·.· _, .--. --- ····	•· •-,., -

Service	MO	08/24/2022 Review COD recorded documents on	0.60 $270.00 $162.00 county website for due diligence; Begin
drafting Due Diligence

Total	$354.00

Detailed Statement of Account

Other Invoices

hwolce Number

3547

,DµiPn,
09/07/2022

Amountt>ue-	'PayweijtsReq ive	.•·.•..••, Bai nce:DU
$630.97	$0.00	$630.97

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Invoice# 3891 - 09/08/2022

Current Invoice
'iri C>ice NJA111bi•r

oueO,.- ,.,_n._,

j.;111qµnfp'u i·

·.. tJ ; ¥#f ., ,c1_·..•,·.·

ei, ,,·l.l.,••n' ' c•·-,-.,:.:"'.o.' •.u..."e

3891	10/08/2022

$354.00

$0.00

Outstanding Balance Total Amount Outstanding

$354.00

$984.97

$984.97

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

DocuSign Envelope ID: 022BE5F7-57B5-4C90-A8EF-ECE2F665B0D3

Mgilsn$u.ra.r,,.n.,e &'· R,;k Adv,sors

Anabelle Island Community Development District
1119

Kristina Rudez

5,375.00

lnvoice#16464
 100122835	

		nf·N.u·vu.!·rit..JQli,.f,,":,'fC_,

Anabelle Island Community Development District c/o Government Management Services, LLC
475 West Town Place, Suite 114 St. Augustine, FL 32092

'Thank 'ft>u

X

P!ease detach arid return witr: µt1yn1ent

,tifW a16'.e1 1•,•lfflvA"llk• t lf:iirtifctt l1 ,, ,,,Bf
Policy #100122835 10/01/2022-10/01/2023
Florida Insurance Alliance
I
Package - Renew policy Due Date: 8/30/2022

5,375.00

RECEIVED AUG·aO 2022

$	5,375.00

-,rtiant{ "tff'ou

FOR PAYMENTS SENT OVERNIGHT:
Bank of America Lockbox Services, Lockbox 748555, 6000 Feldwood Rd. College Park, GA 30349

Remit Payment To: Egls Insurance Advisors
P.O. Box 748555
Atlanta, GA 30374-8555

(321)233-9939

sclimer@egisadvisors.com

Renew policy

10/01/2022

16464

Customer: Anabelle Island Community Development District

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Anabelle Island
Community Development District	Funding Request # 17
January 10, 2023

PAYEE

GENERAL FUND FY23

Governmental Management Services
Inv # 22 - Management Fees - October 2022	$4,491.41
Inv # 22 - Management Fees - November 2022	$4,518.74
Inv # 26 - Management Fees - December 2022	$4,483.07
Inv # 26 - Management Fees - January 2023	$4,479.62

KE Law Group, PPLC
Inv # 4324 - General Counsel - September 2022	$409.00
Inv # 4809 - General Counsel - October 2022	$575.50

Florida Department of Economic Opportunity
Inv # 87497 - FY2023 Special Distric Fee	$175.00

TOTAL

$

19,132.34

Please make check payable to:
Anabelle Island  CDD
475 W Town Place Suite 114 Saint Augustine, FL 32092

Signature:		

Signature:		

19,132.34

$

Secretary/Asst. Secretary

Chairman/Vice Chairman

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice #: 24
Invoice Date: 10/1/22
Due Date: 10/1/22
Case:
P.O. Number:

Management Fees - October 2022				3,937.50	3,937.50	
Website Administration - October 2022				100.00	100.00	
Information Technology- October 2022				150.00	150.00	
Dissemination Agent Services - October 2022				291.67	291.67	
Postage				1.14	1.14	
Copies				11.10	11.10	

· ····-REG IVEO=°CL0-4-2021----·-----	
,- - -···	

...	

..			

Description	Hours/Qty	Rate	Amount

.

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Jsland CDD 475 West Town Place Suite 114
St. Augustine. FL 32092

Invoice #: 25
Invoice Date: 11/1/22
Due Date: 11/1/22
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - November 2022		3,937.50	3,937.50	
Website Administration - November 2022		100.00	100.00	
Information Technology- November 2022		150.00	150.00	
Dissemination Agent Services - November 2022		291.67	291.67	
Office Supplies		0.03	0.03	
Postage		0.57	0.57	
Copies		5.25	5.25	
Telephone		33.72	33.72	
RECEIVED- NOVO:!2022				

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

lnvQice

Bill To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice #: 26 Invoice Date: 12/1/22
Due Date: 12/1/22
Case:
P.O. Number:

Mana enf Fees-: fiecembeao22.	•.. .•••
Milif1te1l'!i-	it	fff1	;;1· 2.? w4ciic?	1,

Coples		0.0	0.06
tzt mi	LaJl WJl ilf.:J
2.70'	2.70	

  ggfl 5h 1!18r : ;	ir 

'¼t
\'$
·	:r· .-:ta10

Total	$4,483.07	
Payments/Credits	$0.00	
Balance Due	$4,483.07	

,_,,,.,,_,.,....  ,,..·,·· ...,,.  ·:"···•·  ·•u		«-,..,_..,,,..·.-- ,,.,,_	••►·;,-,,.._.,..,. ••"" "'  ••

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Bill To:
Anabelle Island GDD ·· --------------------- 475 West Town Place
Suite 114

• 3,937i50 Ii •	3,Ji3r5o
r.11itttt m1

,1;

y:'.•

•j•s• f#0.45 ­

St. Augustine, FL 32092

Invoice

Invoice #: 27
Invoice Date: 1/1/23
Due Date: 1/1/23
Case:
P.O. Number:

	_45		

Total	$4,479.62	
Payments/Credits	$0.00	
Balance Due	$4.479.62	

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

A

,.	L:.W	INVOICE

C  R  O  U  P

KE Law Group, PLLC·-------

Invoice # 4324 Date: 10/11/2022 Due On: 11/10/2022

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114
St. Augustine;Florida 32092

AICDD-01

Anabelle Island - General Counsel

Service	JK	09/09/2022
.....-.	·-·-	Confer with staff re: construction funding agreemenUreguisition s hedulesJor,same , 	0.10  $310.00
......-- ·-·-	$31.00	
Service	LG	09/29/2022	Research FEMA disaster response procedures.	0.10  $270.00	$27.00	
Service	MO	09/30/2022	Continue of review COD recorded documents on county website for due diligence and continue drafting Real Property Due Diligence	1.30  $270.00	$351.00	

Total	$409.00

Detailed Statement of Account

Other Invoices

3891	10/08/2022	$354.00	$0.00	$354.00

Current Invoice

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Invoice# 4324 - 10/11/2022

4324	11/10/2022	$409.00	$0.00
_,  .,_.  ....,....	•-··-·-
Outstanding Balance Total Amount Outstanding

$409.00

$763.00
$763.00

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

£  L:.W	INVOICE

C  A  O  lJ  P

KE Law Group, PLLC

Invoice # 4809 Date: 11/13/2022 Due On: 12/13/2022

P.O. Box 6386

By Oksana Kuzmuk.at.12:22,ipm,Noym,;.zu;a

Tallahassee, Florida 32314 United States

Anabelle Island COD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

Type	Pr,ofessionaf Date

Service	MO

Service	LG

10/01/2022 Continue review of CDD recorded documents on county website for tY.!3 diligence and continue drafting Real Property Due Diligence
,.,_. ,.,.,,,,... ,.,. ·•--- .,,-----	.,------- -
10/01/2022 Research requirements for FEMA disaster assistance.

1.80  $275.00  $495.00

0.10  $315.00	$31.50

Service	MG	10/04/2022	Research elections	0.10	$175.00	$17.50	
			,.·-•-•--·-«=.o.. s,.·- --		------"	" ,-- -·	
Service	JK	10/31/2022	Review tentative agenda and confer with staff on same	0.10	$315.00	$31.50	

Total	$575.50

Detailed Statement of Account

Current Invoice

lnvoic .Nurnbcn·

4809

.DueOn

12/13/2022	$575.50	$0.00

Outstanding Balance Total Amount Outstanding

$575.50

$575.50

$575.50

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Invoice # 4809 - 11/13/2022

Please make all amounts payable to: KE Law Group, PLLC Please pay within 30 days.

	Florida Department of Economic Opportunity, Special District Accountability Program
FY 2022/2023 Special District Fee Invoice and Update Form
Required by Sections i89.064 and 189.018, Florida Statutes, and Chapter 73C-24, Florida Administrative Code	
	Invoice No.: 87497	1	1	I	Date Invoiced: 10/03/2022	
	Annual Fee: !175.00	1Late Fee: i0.00	I Received: t_0.00	I	Total Due, Postmarked by 12/02/2022: $175.00	
	STEP 1: Review the following information, make changes directly on the form, and sign and date:	DEfii' E >'0it
1. Special District's Name, Registered Agent's Name, and Registered Office Address:	':t;)i(}l; /P -

FLORIDA DEPARTMENT-•/	
	Anabelle Island Communlfy Development DisTricf 	ECONOMIC OPPORTUNITY
Ms. Marilee Giles
Governmental Management Services, LLC 475 WestTown Place, Suite 114
St. Augustine, FL 32092

Telephone:	(904) 940-5850
Fax:	(904) 940-5899
Email:	mgiles@grnsnf.com
Status:	Independent
Governing Body:	Elected
Website Address:	Not on file - please provide.
County(ies):	Clay
Function(s):	Community Development
Boundary Map on File:	10/28/2021
Creation Document on File:	10/28/2021
Date l§ a_plished:	Q:3125/2021
Creation Method:	Local Ordinance
Local Governing Authority:	Clay County
Creation Document(s):	County Ordinance 2021-1O
Statutory Authority:	Chapter 190, Florida Statutes
Authority to Issue Bonds:	Yes
Revenue Source(s):	Assessments
Most Recent Update:	11/02/2021
I do hereby certify that the information above (changes noted if necessary) is accurate and complete as of this date. Registered Agent's Signature: -	Date NW  2 1 1-0'2.."L STEP 2: Pay the annual fee or certify eligibility for the zero fee:
,,i. Pay the Annual Fee: Pay the annual fee online by following the instructions at www.Floridajobs.org/SpecialDistrictFee or by check payable to the Department of Economic Opportunity,
b. Or, Certify Eliglblllty for the zero Fee: By initialing each of the following items, I, the above signed registered agent, do hereby certify that to the best of my knowledge and belief, ALL of the following statements contained herein and on any attachments hereto are true, correct, complete, and made in good faith as of this date. I understand that any information I give may be verified.
 	This special district and its Certified Public Accountant determined the special district is not a component unit of a local general-purpose government.
	 This special district is in compliance with the reporting requirements of the Department of Financial Services.
 	This special district reported $3,000 or less in annual revenues to the Department of Financial Services on its Fiscal Year 2020/2021 Annual Financial Report (if created since then, attach an income statement verifying $3,000 or less in revenues).
Department Use Only: Approved:  Denied:   	Reason:	 _
STEP 3: Make a copy of this form for your records.
STEP 4: Mail this form and payment (if paying by check) to the Department of Economic Opportunity, Bureau of Budget Management, 107 E. Madison Street, MSC 120, Tallahassee, FL 32399-4124. Direct any questions to (850) 717-8430.	

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

1

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Anabelle Island
Community Development District	Funding Request # 18
February 28, 2023

PAYEE

GENERAL FUND FY23

Governmental Management Services
Inv # 28 - Management Fees - February 2023	$4,479.17

Kilinski Van Wyk, PPLC
Inv # 5334 - General Counsel - December 2022	$413.00
Inv # 5688 - General Counsel - January 2023	$68.00

$	4,960.17

TOTAL	$	4,960.17

Please make check payable to:
Anabelle Island CDD
475 W Town Place Suite 114 Saint Augustine, FL 32092

Signature:		
Chairman/Vice Chairman

Signature:		
Secretary/Asst. Secretary

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice#: 28
Invoice Date: 2/1/23
Due Date: 2/1/23
Case:
P.O. Number:

Management Fees - February 2023
;w_epi;it ; qmiols"tt til:i.h' :E !iir 1-t 1g i?1r.

Di$semination Agent Servic,:es·+f'?:ebruaiYJ?023

lnfor aU()n Tech ()logy- F b ary9. .3

i	F B ; 1!3 rn

By

Total	$4,479.17	
Payments/Credits	$0.00	
Balance Due	$4,479.17	

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

KILINSKI I VAN \\!YK
Kilinski I Van Wyk, PLLC

INVOICE
Invoice# 5334 Date: 01/22/2023 Due On: 02/21/2023

P.O. Box 6386

[Effi5[E□WCE
IBl FEB 2 1 2023
By

Tallahassee, Florida 32314 United States

Anabelle Island CDD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

Type	Professional	Date	Notes	Quantity	Rcite	Jotal	
Service	JK	12/12/2022	Review easement and correspondence on same and respond to same; update easement with grantor information and confer with Sessions	0.50	$315.00	$157.50	
Service	MG	12/12/2022	Research plaUownership regarding easement agreement	1.10	$175.00	$192.50	
Service	JK	12/13/2022	Review further easement correspondence and confer with team on same	0.20	$315.00	$63.00	

"' '., . . ..., . ., _, ..	-, •·•., ,-. •w • ..-,

Total	$413.00

Detailed Statement of Account

Other Invoices

Invoice Number

5688

Du On

03/21/2023

AmounfDue

$68.00

Pc1yments Recehred	Balance Due

$0.00	$68.00

Current Invoice

Invoice Number	Oue,On.	AmouritDue	_J>ayments,Received	Balance Due

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Invoice# 5334 - 01/22/2023

5334	02/21/2023	$413.00	$0.00

Outstanding Balance Total Amount Outstanding

$413.00

$481.00

$481.00

Please make all amounts payable to: Kilinski I Van Wyk, PLLC Please pay within 30 days.

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

KILINSKI I VAN \-\'YK
Kilinski I Van Wyk, PLLC

INVOICE
Invoice # 5688 Date: 02/19/2023 Due On: 03/21/2023

P.O. Box 6386

[E(D5[E 1rem
IBl FEB 2 1 2023
By

Tallahassee, Florida 32314 United States

Anabelle Island CDD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

Type	Professional	Date	Notes	Quantity	Rate	Total	
Service	JK	01/10/2023	Confer with staff re: meeting agenda and confer with engineers re: infrastructure turnover requirements and contracting entity	0.10	$315.00	$31.50	
Service	RVW	01/31/2023	Monitor legislative activity for impact on special districts.	0.10	$365.00	$36.50	

Total	$68.00

Detailed Statement of Account

Other Invoices

Invoice Number
5334

   Am<>untbtie
02/21/2023	$413.00

Payments.Received'.
$0.00

Balance Due .
$413.00

Current Invoice

lnvc>it:iliNumber-'
5688

Due;Orl
03/21/2023

'.(moo11t-C:h.1e'
$68.00

F'ayn'i i1ts,Received·	Baian  Ot.1
$0.00	$68.00

Outstanding Balance	$481.00

DocuSign Envelope ID: 033E726F-A1BD-4970-A7DA-D852D4C5CA05

Invoice # 5688 - 02/19/2023

Total Amount Outstanding	$481.00

Please make all amounts payable to: Kilinski I Van Wyk, PLLC Please pay within 30 days.

FOURTEENTH ORDER OF BUSINESS

Anabelle Island
Community Development District	Funding Request # 19
June 3, 2023

PAYEE	GENERAL FUND
FY23	

1	Governmental Management Services
Inv# 29 - Management Fees - March 2023	

$4,479.17	
Inv# 30 - Management Fees -April 2023	$4,482.23	
Inv# 32 - Management Fees - May 2023	$4,482.68	
Inv# 33 - Management Fees - June 2023	$4,504.18	
2	Kilinski Van Wyk, PPLC		
Inv# 6157 - General Counsel - February 2023	$68.00	
Inv# 6284 - General Counsel - March 2023	$136.00	
3	US Bank		
Inv# 6870199 -Trustee fees Bonds Series 2022	$4,040.63	
4	Grau and Associates		
Inv# 24000 -Audit FYE 9/30/2022	$2,500.00	
 	
 		$	24,692.89	

TOTAL 	$	24,692.89 

Please make check payable to;
Anabelle Island  CDD
475 W Town Place Suite 114 Saint Augustine, FL 32092

Signature:		
Chairman/Vice Chairman

Signature:		
Secretary/Asst Secretary

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice #: 29
Invoice Date: 3/1/23
Due Date: 3/1/23
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - March 2023 Website Administration - March 2023 Information Technology- March 2023
Dissemination Agent Services - March 2023 Copies		3,937.50
100.00
150.00
291J37
8.25	3,937.50
100.00
150.00
291:67
8.25	

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island COD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice #: 30
Invoice Date: 4/1/23
Due Date: 3/14/23
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - April 2023 Website Administration - April 2023 Information Technology-April 2023
Dissemination Agent Services - April 2023 Office Supplies
Postage Copies		3,937.50
100.00
150.00
291.67
0.06
1.20
1.80	3,937.50
100.00
150.00
291.67
0.06
1.20
1.80	

Governmental Management Services, LLC
100'1 Bradford Way
Kingston, TN 37763

Invoice

BIii To:
Anabelle Island CDD 475 West Town Place Suite 114
St. Augustine, FL 32092

nece1ven

u

n

MAYfi2	2023
BY		  

Invoice #: 32 Invoice Date: 5/1/23
Due Date: 5/1/23 Case:
P.O. Number:

-	·-· :.!2e cripli6Il
Management Fees - May 2023 Web$lte.Admirilsfr lofn;Ma,y ?02;3. ' -_- Information Technology - May 2023 Qlsse.rnine.tion Agi:)fit.'$ Nfoes ·May 202s_

..--- - --  .	"

Hours/city\ •• •

il te --	' J§# nt

-••.3, I:
3l]  _.·

-_ • ?1't10roo

3,937.50

}J'/

1sri.oo

.r·1otfo-o .-

3,937.50

·- Tsfoo

Office Supplies

Postage ' -	--

i5.!e _

:29h67

0.06

. 291'.67

0.06

Copies

''-1•<.,..JJ:
C/2

-• F2b \	-'::1'2-0
2 25 •	2:25

Governmental Management Services, LLC
1001 Bradford Way
Kingston, TN 37763

Invoice

Bill To:
Anabelle Island COD 475 West Town Place Suite 114
St. Augustine, FL 32092

Invoice#: 33
Invoice Date: 6/1/23
Due Date: 6/1/23
Case:
P.O. Number:

Description	Hours/Qty	Rate	Amount

Management Fees - June 2023 Website Administration - June 2023 Information Technology - June 2023
Dissemination Agent Services· June 2023 Office Supplies
Postage Copies		3,937.50
100.00
150.00
291.67
0.21
20..00
4.80	3,937.50
100.00
150.00
291.67
0.21
20.00
4.80	

KILl,SkJ I  \'A, l\7\'K
Kilinski I Van Wyk, PLLC

INVOICE
Invoice# 6157 Date: 03/15/2023 Due On: 04/14/2023

mft fr} rr; n IV! I}rm
iill1 MAR1 5	202'
B

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island CDD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

Type	Professional	Date	Notes	Quantity	Rate	Total	
Service	RVW	02/08/2023	Research legislative bills impacting special districts and provide newsletter on same	0.10	$365.00	$36.50	
Service	JK	02/08/2023	Confer with DM re: meeting agenda/	0.10	$315.00	$31.50	
			requirements and confirm same				

Total	
$68.00	

Detailed Statement of Account

Current Invoice		
Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
6157	04/14/2023	$68.00	$0.00	$68.00	
			Outstanding Balance	$68.00	
			Total Amount Outstanding	$68.00	

Please make all amounts payable to: Kilinski I Van Wyk, PLLC Please pay within 30 days.

KVI	INVOICE
Invoice# 6284

Kll,INSKI I VAN \VYK
Kilinski I Van Wyk, PLLC

Date: 04/11/2023 Due On: 05/11/2023

P.O. Box 6386
Tallahassee, Florida 32314 United States

Anabelle Island CDD
475 West Town Place Suite 114 St. Augustine, Florida 32092

AICDD-01

Anabelle Island - General Counsel

Type	Professional	Date	Notes	Quantity	Rate	Total	
Service	JK	03/01/2023	review draft agenda and confer with staff re: necessary meeting	0.10	$315.00	$31.50	
Service	RVW	03/27/2023	Research legislative bills impacting special districts.	0.20	$365.00	$73.00	
Service	JK	03/29/2023	Confer re: status of budget and April/May meeting documents	0.10	$315.00	$31.50	

Total	
$136.00	

Detailed Statement of Account

Other Invoices

Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
6157	04/14/2023	$68.00	$0.00	$68.00	

Current Invoice					
Invoice Number	Due On	Amount Due	Payments Received	Balance Due	
6284	05/11/2023	$136.00	$0.00	$136.00	

Invoice # 6284 - 04/11/2023

Outstanding Balance Total Amount Outstanding

$204.00

$204.00

Please make all amounts payable to: Kilinski I Van Wyk, PLLC Please pay within 30 days.

[!libank.	2/3

Corporate Trust Services
EP-MN-WN3L
60 Llvl11gston Ave.
SI. Paul, MN 55107

Invoice Number: Account Number: Invoice Date: Direct Inquiries To: Phone:

6870199
277830000
03/24/2023
· SCOTT SCHUHLE
954-938-2476

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT
ATTN JAMES PERRY
475 WEST TOWN PLACE, SUITE 114 ST. AUGUSTINE FL 32092

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BOND SERIES 2022

	The foll.owing ls a statement of1raI1sacllons pertaining lo your accow1t. For further Informallon, please review the attached.
STATEMENT SUMMARY

PLEASE REMIT BOTTOM COUPON PORTION OF THIS PAGE WITH CHECK PAYMENT OF INVOICE.

TOTAL AMOUNT DUE	$4,040.63

All invoices are due upon receipt.

I!-AP1u1	2023

oec :

t	-	- - .;,.,_._	--- --..:...--..

Please detach at perforation and retum bollom portion of the statement wllh your check. payable lo U.S. Bank.

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BOND SERIES2022

Wire Instructions:
U.S. Bank
ABA # 091000022
Acct# 1-801-5013-5135
Trust Acct# 277830000
Invoice# 6870199 Attn: Fee Dept St. Paul

Please mail payments to:
U.S. Bank CM-9690
PO BOX 70870
St. Paul, MN 55170-9690

[!Ljbank.

	313	
Invoice Number:	6870199	
Invoice Date:	03/24/2023	
Account Number:	277830000	
Direct Inquiries To:	SCOTT SCHUHLE	
Phone:	954-938-2476	

Corporate Trust Services
EP-MN-WN3L
60 Livingston Ave.
S1. Paul. MN 55107

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT REVENUE BONO SERIES 2022

Accounts Included 277830000 In This Relationship:

277830001	277830002

277830003	277830004

277830005

CURRENT CHARGES SUMMARIZED FOR ENTIRE RELATIONSHIP
Detail of Current Char11es	Volume	Rate	Portion of Year	Total Fees

04200 Trustee	1.00	3,750.00	100.00%
Subtotal Administration Fees - In Advance 03/01/2023 - 02/29/2024

$3,750.00
$3,750.00

Incidental Expenses 03/01/2023 to 02/29/2024	3,750.00	0.0775	$290.63	
Subtotal Incidental Expenses			$290.63	
TOTAL AMOUNT DUE			$4,040.63	

The fees shown 011 thisInvoice are reflective of the most recent fee sd1edule or notice of fee adjusbnent provided by U.S. Bank.
Page 2or 2

't'

.

.

Grau and Associates
951 W. Yamato Road, Suite 280 Boca Raton, FL 33431- www.graucpa.com

Phone: 561-994-9299	Fax: 561-994-5823

Anabelle Island Community Development District 475 West Town Place, Suite 114
St. Augustine, FL 32092

Invoice No.	24000 Date	 05/02/2023

SERVICE	AMOUNT

Audit FYE 09/30/2022

Current Amount Due

$	2,500.00

$,	2,500.00

0-30	31-60	61 - 90	91 -120	Over 120	Balance	
b_S00.00	0.00	0.00	0.00	0.00	2,500.00	
Payment due upon receipt.

FIFTEENTH ORDER OF BUSINESS

Anabelle Island
Community Development District
Unaudited Financial Reporting
April 30, 2023

Anabelle  Island
Community Development District
BALANCE SHEET
April 30, 2023

Governmental Fund Types

	General Fund			Debt
	Service			Capital
	Projects			Totals
(Memorandum Only)	

ASSETS:								
Cash
Series 2022
Reserve	$10,072

---		---

$173,408		---

---		$10,072

$173,408	
Revenue	---		$247,188		---		$247,188	
Acquisition & Construction	---		---		$26,845		$26,845	
Prepaid Expenses	$1,875		---		---		$1,875	
TOTAL ASSETS		$11,947 			$420,596 			$26,845 			$459,388 	

LIABILITIES:								
Accounts Payable	$136		---		---		$136	
Contracts Payable
FUND BALANCES:
Unrestricted	---

$11,811		---

$420,596		$704

$26,141		$704

$458,548	
TOTAL LIABILITIES & FUND EQUITY		$11,947 			$420,596 			$26,845 			$459,388 	

Anabelle Island
Community Development District
GENERAL FUND
Statement of Revenues & Expenditures For The Period Ending
April 30, 2023

ADOPTED	PRORATED BUDGET	ACTUAL		
DISCRIPTION	BUDGET	4/30/23	4/30/23	VARIANCE	
REVENUES:					
Developer Contributions	$609,890	$34,468	$34,468	$0	
TOTAL REVENUES	$609,890	$34,468	$34,468	$0	
EXPENDITURES:					
Administrative:					
Supervisors Fees	$12,000	$7,000	$0	$7,000	
FICA Expense	$918	$536	$0	$536	
Engineering	$5,000	$2,917	$0	$2,917	
Attorney	$20,000	$11,667	$1,261	$10,406	
Arbitrage	$750	$438	$0	$438	
Assessment Roll	$5,000	$5,000	$5,000	$0	
Dissemination Agent	$3,500	$2,042	$2,042	($0)	
Annual Audit	$3,500	$2,042	$0	$2,042	
Trustee	$6,500	$6,500	$2,166	$4,334	
Management Fees	$47,250	$27,563	$27,563	$0	
Website Maintenance	$1,200	$700	$700	$0	
Information Technology	$1,800	$1,050	$1,050	$0	
Telephone	$300	$175	$34	$141	
Postage	$600	$350	$7	$343	
Insurance	$5,625	$5,625	$5,375	$250	
Printing & Binding	$1,000	$583	$27	$556	
Legal Advertising	$2,500	$1,458	$0	$1,458	
Other Current Charges	$1,000	$583	$190	$394	
Office Supplies	$100	$58	$0	$58	
Dues, Licenses & Subscriptions	$175	$175	$175	$0	
Total Administrative	$118,718	$76,461	$45,588	$30,873	
Field:					
Security- monitoring	$45,000	$26,250	$0	$26,250	
Electric	$1,500	$875	$0	$875	
Water & Sewer/Irrigation	$30,000	$17,500	$0	$17,500	
Repairs & Maintenance	$5,000	$2,917	$0	$2,917	
Landscape - Contract	$61,977	$36,153	$0	$36,153	
Landscape - Contingency	$5,000	$2,917	$0	$2,917	
Landscape - Pond Banks	$39,000	$22,750	$0	$22,750	
Lake Maintenance	$10,000	$5,833	$0	$5,833	
Irrigation Repairs	$10,000	$5,833	$0	$5,833	
Total Field	$207,477	$121,028	$0	$121,028	

Anabelle Island
Community Development District
GENERAL FUND
Statement of Revenues & Expenditures For The Period Ending
April 30, 2023

ADOPTED	PRORATED BUDGET	ACTUAL		
DISCRIPTION	BUDGET	4/30/23	4/30/23	VARIANCE	
Amenity:					
Insurance	$24,538	$14,314	$0	$14,314	
Phone/Internet/Cable	$3,000	$1,750	$0	$1,750	
Electric	$16,000	$9,333	$0	$9,333	
Water/Irrigation	$6,000	$3,500	$0	$3,500	
Gas	$1,250	$729	$0	$729	
Refuse Service	$2,500	$1,458	$0	$1,458	
Security Monitoring	$11,497	$6,707	$0	$6,707	
Access Cards	$2,500	$1,458	$0	$1,458	
Field Mgmt/Admin	$20,000	$11,667	$0	$11,667	
Landscape - Contract	$50,000	$29,167	$0	$29,167	
Fitness Equipment Lease (Sofitco)	$17,500	$10,208	$0	$10,208	
Janitorial Maintenance	$28,000	$16,333	$0	$16,333	
Janitorial Supplies	$4,000	$2,333	$0	$2,333	
Pool Maintenance	$12,900	$7,525	$0	$7,525	
Facility Maintenance	$7,500	$4,375	$0	$4,375	
Repairs & Maintenance	$4,310	$2,514	$0	$2,514	
Special Events	$4,000	$2,333	$0	$2,333	
Fitness Center Repairs/Supplies	$900	$525	$0	$525	
Office Supplies	$1,000	$583	$0	$583	
ASCAP/BMI License Fees	$500	$292	$0	$292	
Pest Control	$800	$467	$0	$467	
Capital Outlay	$15,000	$8,750	$0	$8,750	
Reserves	$50,000	$29,167	$0	$29,167	
Total Amenity	$283,695	$165,489	$0	$165,489	
					
TOTAL EXPENDITURES	$609,890	$362,978	$45,588	$317,390	
					
EXCESS REVENUES (EXPENDITURES)	$0		($11,120)		
					
FUND BALANCE - Beginning	$0		$22,931		
					
FUND BALANCE - Ending	$0		$11,811		

Anabelle Island
Community Development District

	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total	
Revenues:														
Developer Contributions	$10,375	$0	$0	$19,132	$4,960	$0	$0	$0	$0	$0	$0	$0	$34,468	
Total Revenues	$10,375	$0	$0	$19,132	$4,960	$0	$0	$0	$0	$0	$0	$0	$34,468	

Expenditures:														
Supervisors Fees	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
FICA Expense	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Engineering	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Attorney	$576	$0	$413	$68	$68	$136	$0	$0	$0	$0	$0	$0	$1,261	
Arbitrage	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Assessment Roll	$5,000	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,000	
Dissemination Agent	$292	$292	$292	$292	$292	$292	$292	$0	$0	$0	$0	$0	$2,042	
Annual Audit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Trustee	$0	$0	$0	$0	$0	$2,166	$0	$0	$0	$0	$0	$0	$2,166	
Management Fees	$3,938	$3,938	$3,938	$3,938	$3,938	$3,938	$3,938	$0	$0	$0	$0	$0	$27,563	
Website Maintenance	$100	$100	$100	$100	$100	$100	$100	$0	$0	$0	$0	$0	$700	
Information Technology	$150	$150	$150	$150	$150	$150	$150	$0	$0	$0	$0	$0	$1,050	
Telephone	$0	$34	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$34	
Postage	$1	$1	$4	$0	$0	$0	$1	$0	$0	$0	$0	$0	$7	
Insurance	$5,375	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,375	
Printing & Binding	$11	$5	$0	$0	$0	$8	$2	$0	$0	$0	$0	$0	$27	
Legal Advertising	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Other Current Charges	$29	$22	$16	$20	$27	$30	$45	$0	$0	$0	$0	$0	$190	
Office Supplies	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	
Total Administrative	$15,646	$4,541	$4,912	$4,568	$4,574	$6,819	$4,528	$0	$0	$0	$0	$0	$45,588	
Field														
Security- monitoring	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Electric	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Water & Sewer/Irrigation	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Repairs & Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Landscape - Contract	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Landscape - Contingency	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Landscape - Pond Banks	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Lake Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Irrigation Repairs	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Total Field	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	

Anabelle Island
Community Development District

Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sept	Total	
Amenity														
Insurance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Phone/Internet/Cable	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Electric	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Water/Irrigation	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Gas	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Refuse Service	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Security Monitoring	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Access Cards	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Field Mgmt/Admin	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Landscape - Contract	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Fitness Equipment Lease (Sofitco)	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Janitorial Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Janitorial Supplies	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pool Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Facility Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Repairs & Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Special Events	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Fitness Center Repairs/Supplies	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Office Supplies	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
ASCAP/BMI License Fees	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pest Control	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Capital Outlay	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Total Amenity Center	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
														
Total Expenditures	$15,646	$4,541	$4,912	$4,568	$4,574	$6,819	$4,528	$0	$0	$0	$0	$0	$45,588	
														
Excess Revenues (Expenditures)	($5,271)	($4,541)	($4,912)	$14,565	$386	($6,819)	($4,528)	$0	$0	$0	$0	$0	($11,120)	

Anabelle Island
Community Development District
2022 Debt Service Fund
Statement of Revenues & Expenditures For The Period Ending
April 30, 2023

	ADOPTED	PRORATED BUDGET	ACTUAL		
Description	BUDGET	4/30/23	4/30/23	VARIANCE	

Revenues					
Assessments	$346,815	$242,771	$242,771	$0	
Interest Income	$250	$250	$3,651	$3,401	
Total Revenues	$347,065	$243,021	$246,421	$3,401	

Expenditures					
Series 2022
Interest Expense 11/1	
$111,305	
$111,305	
$111,305	
$0	
Principal Expense 5/1	$125,000	$0	$0	$0	
Interest Expense 5/1	$111,305	$0	$0	$0	
Total Expenditures	$347,610	$111,305	$111,305	$0	
					
Excess Revenues (Expenditures)	($545)		$135,116		
					
Fund Balance - Beginning	$111,367		$285,480		
					
Fund Balance - Ending	$110,822		$420,596		

Anabelle Island		
Community Development District		
Capital Projects Fund		
Statement of Revenues & Expenditures		
For The Period Ending April 30, 2023		
	Series	
	2022	

Revenues:		
Interest	$528	
Total Revenues	$528	

Expenditures		
Capital Outlay	$829	
Total Expenditures	$829	
		
Total Other	$0	
		
Excess Revenues (Expenditures)	($301)	
		
Fund Balance - Beginning	$26,442	
		
Fund Balance - Ending	$26,141	

Anabelle Island
Community Development District Long Term Debt Report

Series 2022 Special Assessment Bonds		
Interest Rate:	2.7% - 4.0%	
Maturity Date:	5/1/2052	
Reserve Fund Definition:	50% MADS	
Reserve Fund Requirement:	$173,408	
Reserve Fund Balance:	$173,408	

Bonds outstanding - 2/10/2022	
$6,190,000	
Current Bonds Outstanding	$6,190,000	

Anabelle Island
Community Development District
Developer Contributions/Due from Developer

Funding
Request #	Date Prepared	Date
Payment Received	Check
Amount Received	Total
Funding Request	General
Fund Portion FY22	General Fund
Portion FY 23	Capital
Project Portion	Over and
(short) Balance Due	

16	
10/3/22	
10/13/22	
$ 15,680.94	
$ 15,680.94	
$  5,305.94	
$ 10,375.00	
$	-	$	-	
17	1/10/23	3/2/23	$ 19,132.34	$ 19,132.34	$	-	$ 19,132.34	$	-	$	-	
18	2/28/23	3/2/23	$ 4,960.17	$  4,960.17	$	-	$	4,960.17	$	-	$	-	
Due from Developer	$ 39,773.45	$ 39,773.45	$	5,305.94	$	34,467.51	$	-	$	-	

Total Developer Contribution FY 2023	 $ 34,467.51 

ANABELLE ISLAND COMMUNITY DEVELOPMENT DISTRICT	
Fiscal Year 2023 Assessments Receipts Summary	

ASSESSED	UNITS
ASSESSED	SERIES 2022
DEBT ASSESSED	FY23 O&M
ASSESSED	TOTAL
ASSESSED	
KB HOMES	369	346,815.00	-	346,815.00	
TOTAL DIRECT INVOICES (1)

ASSESSED REVENUE TAX ROLL	369	346,815.00

-	-

-	346,815.00

-	
TOTAL ASSESSED	369	346,815.00	-	346,815.00	

DUE / RECEIVED	
BALANCE DUE	SERIES 2022
DEBT RECEIVED	O&M
RECEIVED	
TOTAL RECEIVED	
KB HOMES	104,044.50	242,770.50	-	242,770.50	
TOTAL DIRECT RECEIVED	104,044.50	242,770.50	-	242,770.50	

TAX ROLL DUE / RECEIVED	-	-	-	-	
TOTAL DUE / RECEIVED	104,044.50	242,770.50	-	242,770.50	

(1) D/S Direct Assessments are due: 70% due 4/1/23 and 30% due 9/30/23	
O&M is Developer Funded for fiscal year 2023