Amelia Walk
Community Development District

January  15, 2019

Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092 Phone: (904) 940-5850 * Fax: (904) 940-5899

January 8, 2019 Board of Supervisors
Amelia Walk Community Development District

The regular meeting of the Board of Supervisors of the Amelia Walk Community Development District is scheduled for Tuesday, January 15, 2019 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Circle, Fernandina Beach, Florida. Following is the advance agenda for this meeting:

Roll Call
Audience Comments
Organizational Matters
Consideration of Appointing Supervisors to Fill Seats 1 and 4
Oath of Office for Newly Appointed Supervisors
General Information for New Supervisors
Consideration of Resolution 2019-09, Designating Officers
Approval of the Minutes of the December 18, 2018 Meeting
Staff Reports
District Counsel
District Engineer – Ratification of Requisition Nos. 26-28 and Nos. 1-3 (Assessment Area 3B)
District Manager
Community Manager - Report
Supervisors’ Request and Audience Comments
Financial Reports
Balance Sheet & Income Statement
Assessment Receipts Schedule
Approval of Check Registers
Next Meeting Scheduled for February 19, 2019 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Circle, Fernandina Beach
Adjournment

The third order of business is organizational matters. Enclosed for your consideration is a resume received from a resident interested in serving on the Board of Supervisors. Any new supervisors appointed will subscribe to an oath of office and the board can then consider restructuring the slate of officers with resolution 2019-09.

Enclosed under the fourth order of business is a copy of the minutes of the December 18, 2018 meeting for your review and approval.

Enclosed under the engineer’s report are copies of requisition numbers 26 through 28 and numbers 1 through 3 (assessment area 3B) for ratification.

Copies of the balance sheet and income statement and check register are enclosed for your review and approval.

The balance of the agenda is routine in nature. Staff will present their reports and any additional support material will be presented and discussed at the meeting. If you have any questions, please contact me.

Sincerely,

Daniel Laughlin
Daniel Laughlin District Manager

2

AGENDA

Amelia Walk
Community Development District
Agenda
Tuesday	Amelia Walk Amenity Center
January 15, 2019	85287 Majestic Walk Circle
2:00 p.m.	Fernandina Beach, FL 32034
Call In # 1-800-264-8432 Code 895984
www.ameliawalkcdd.com

Roll Call

Audience Comments

Organizational Matters
Consideration of Appointing Supervisors to Fill Seats 1 and 4

Oath of Office for Newly Appointed Supervisors

General Information for New Supervisors

Consideration of Resolution 2019-09, Designating Officers

Approval of the Minutes of the December 18, 2018 Meeting

Staff Reports
District Counsel

District Engineer – Ratification of Requisition Nos. 26-28 and Nos. 1-3 (Assessment Area 3B)

District Manager

Community Manager - Report

Supervisors’ Request and Audience Comments

Financial Reports
Balance Sheet & Income Statement

Assessment Receipts Schedule

Approval of Check Registers

Next Meeting Scheduled for February 19, 2019 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Circle, Fernandina Beach

Adjournment

2

THIRD ORDER OF BUSINESS

A.

JOHN D MURPHY JR
85200 Champlain Drive, Fernandina Beach, Florida 32034 · 860-883-9936 johndailymurphyjr@gmail.com

Amelia Walk Community Development District, Board Member Consideration

HOME OWNER’S ASSOCIATION EXPERIENCE
JULY 1980 – MAY 2018
FARMINGTON WOODS, AVON, CONNECTICUT
Farmington Woods is gated condominium community encompassing over 1087 units. The community is governed by a Master Association Board and has a separate Tax District. The annual budget for the Master Association and Tax District is in the millions of dollars.
For many years my mother sold real estate in the community. While living in the community I was a member of several committees as well as active in the budgeting process.

PROFESSIONAL WORK EXPERIENCE
AUGUST 1, 2011 – APRIL 13, 2018
SENIOR SECURITY SPECIALIST, ESPN, BRISTOL, CONNECTICUT
Lead security officer working within the ESPN Global security command post. Responsible for successful outcomes concerning life safety and facility management at the ESPN Bristol, Connecticut campus. Responsible for responding to requests for service for ESPN employees and guests throughout the world. Coordination of security concerns for various “talent” while on the ESPN campus.
Management and monitoring of multiple technologies including: access control, video monitoring, fire alarm, and perimeter monitoring systems using advanced analytic control software. Coordinating activities with Human Resources concerning new hires “Rookie Camp”

JULY 1984 – DECEMBER 2010
DEPUTY POLICE CHIEF, TOWN OF EAST HARTF0RD, CONNECTICUT
Duties included overall responsibilities associated with the Management Services Bureau and Criminal Investigations Bureau. Executive level decision-making for all aspects of the police department, other than those exclusively under the control of the Chief of Police.

Extensive management and operational experience planning, budgeting, and successfully implementing various technologies including personal computers, mobile data communications systems, Wide Area Networks. Management of over $18,000,000 Operating & Capital budgets.

EDUCATION
MAY 1982
BATCHELOR OF SCIENCE, UNIVERSITY OF TAMPA, TAMPA, FLORIDA

From: Courtney Hogge chogge@gmsnf.com
Subject: Fwd: Amelia Walk CDD seat
Date: January 8, 2019 at 8:48 AM
To:

---------- Forwarded message ---------
From: Craig Brewis <captnh2o@comcast.net> Date: Thu, Nov 29, 2018, 4:53 PM
Subject: Amelia Walk CDD seat To: <dlaughlin@gmsnf.com>

Daniel, I would like the opportunity to be considered for the vacant seat. I am  happily married to my high school sweetheart and we have 2 grown children. I am also a 20 veteran of the United States Coast Guard retiring as a Chief Warrant Officer. After retiring from the USCG I worked at my Family's lending business in Maryland for 7 years, which I help grow 300%. While in MD, I served on my HOA board for the whole 7 years in every position. Upon moving to Amelia Walk  4    years ago, I became a Top Producing Realtor with Berkshire Hathaway. I work well with others and my goal is to assist the board in achieving mutual goals for the  good of the Community. Thank you for your consideration.

Craig Brewis Realtor
Retired Military

Berkshire Hathaway HomeServices Chaplin Williams Realty
904-891-6505

D.

RESOLUTION 2019-09

A RESOLUTION OF THE BOARD OF SUPERVISORS OF AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT DESIGNATING THE OFFICERS OF THE DISTRICT, AND PROVIDING FOR AN EFFECTIVE DATE.

WHEREAS, Amelia Walk Community Development District (the “District”) is a local unit of special-purpose government created and existing pursuant to Chapter 190, Florida Statutes, being situated entirely within Nassau County, Florida; and

WHEREAS, the Board of Supervisors of the District desires to designate the Officers of   the District.

NOW, THEREFORE, be it resolved by the Board of Supervisors of Amelia  Walk  Community Development District:

SECTION 1.	 	is appointed Chairman.

SECTION 2.	 	is appointed Vice Chairman.

SECTION 3.	 	is appointed Secretary and Treasurer.

 	 is appointed Assistant Secretary.

 	 is appointed Assistant Secretary.

 	 is appointed Assistant Secretary.

 	 is appointed Assistant Treasurer.

 	 is appointed Assistant Secretary.

SECTION 4.	This Resolution shall become effective immediately upon its adoption.

PASSED AND ADOPTED THIS 15TH DAY OF JANUARY, 2019.

ATTEST	AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairman/Vice Chairman

MINUTES

MINUTES OF MEETING
AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

The regular meeting of the Board of Supervisors of the Amelia Walk Community Development District was held Tuesday, December 18, 2018 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Circle, Fernandina Beach, FL 32034.

Present and constituting a quorum were:

Mike Taylor	Chairman
Gregg Kern	Supervisor
Rose Bock	Supervisor

Also present were:
Daniel Laughlin	District Manager
Jennifer Erickson	Evergreen Lifestyles Management
Jason Walters	District Counsel
Liam O'Reilly	GreenPointe
Dave deNagy	GMS
Peter Dame	Bond Counsel

FIRST ORDER OF BUSINESS	Roll Call
Mr. Laughlin called the meeting to order at 2:05 p.m.

SECOND ORDER OF BUSINESS	Audience Comments
There were no audience members in attendance.

THIRD ORDER OF BUSINESS	Consideration of Supplemental Assessment
Resolution 2019-08
Mr. Walters stated this resolution is what we call the final numbers resolution. The LOM has been mailed and posted and we have pricing so we have final numbers. This resolution recognizes the supplemental engineer’s report, which has not changed since the beginning of this process. What has changed is the assessment methodology, which is reflective of the final numbers and pricing. My understanding from talking with Jon Kessler is they were able to get a slightly lower rate than they were expecting which is good news. This finalizes the assessments that were levied during the assessment hearing at the last meeting and provides for your standard items such as true-up and reflecting the final liens in the lien book

December 18, 2018	Amelia Walk CDD

of the District. Those assessments will go through direct collection initially and then eventually on the tax roll.

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor Resolution 2019-08 was approved.

FOURTH ORDER OF BUSINESS	Approval of the Minutes of the November
27, 2018 Meeting
There were no comments on the minutes.

On MOTION by Mr. Kern seconded by Ms. Bock with all in favor the Minutes of the November 27, 2018 meeting were approved.

FIFTH ORDER OF BUSINESS	Acceptance of the Minutes of the November
27, 2018 Landowners’ Election
There were no comments on the minutes.

On MOTION by Mr. Kern seconded by Mr. Taylor with all in favor the Minutes of the November 27, 2018 landowners’ election were accepted.

SIXTH ORDER OF BUSINESS	Staff Reports
District Counsel
There being none, the next item followed.
District Engineer – Ratification of Requisition No. 25
Mr. Laughlin stated requisition number 25 was discussed at the last meeting. This is for Earthworks.

On MOTION by Ms. Bock seconded by Mr. Taylor with all in favor Requisition 25 was ratified.

District Manager
Mr. Laughlin stated I was going to wait until we do the resolution to designate officers but I’m thinking it would be best to go ahead and add Jim Oliver and Ernesto Torres of my office as Assistant Secretaries for document signing purposes.

2

December 18, 2018	Amelia Walk CDD

On MOTION by Ms. Bock seconded by Mr. Kern with all in favor adding Ernesto Torres and Jim Oliver as Assistant Secretaries for the District was approved.

Community Manager - Report
Ms. Erickson stated we had one violation with teenagers smoking on the playground. We’ve changed landscape companies from Martex to Trim All and they will start on January 14th. I’m making a list of things they’re not doing and what they will owe us so we can make sure the accounting is correct so we’re not paying for things they haven’t provided. We had the pool pump repaired, some holiday decorations put up, pumo stations checked and cables for  the phones fixed. There are no bids for anything at the moment. The only upcoming event we have left in 2018 is the holiday party.
Mr. Taylor asked how many people have responded for the party?
Ms. Erickson responded I have 28 kids right now. Last year we had about 30 RSVPs and we had about 60 show up so I’m prepared for that to happen again.
Ms. Bock asked is Santa coming?
Ms. Erickson responded yes, Clemson University’s Santa is coming. It’s always a huge
hit.
Mr. Taylor asked do we have to worry about any bills from the landscaper from their
suppliers?
Mr. Walters responded I’m less concerned about them paying their suppliers unless we’ve ordered products from them. From our standpoint we need to review last bill before it’s paid.
Ms. Erickson stated I get the bills directly so I confirm that they’ve done the work before I send them over for that reason. They sent $26,000 worth of outstanding bills today to me, however, some of these we are not paying because the work has not been performed or were not ordered. Some of it is stuff they should have sent back in June and were not. They were requested on two separate occasions to send any outstanding invoices to us prior to the first week of October when we were finalizing our fiscal year. They’re just now getting to it because they got their notice. They were only here part of the week last week so I’m looking at things like that. They still owe us several things.

3

December 18, 2018	Amelia Walk CDD

Mr. Walters stated I believe we also have some lien protection language in that agreement.
Mr. Taylor stated I noticed driving in that it looked like there was a big portion of the soccer field that was browned out.
Ms. Erickson stated that’s from where a car dig wheelies in it. Mr. Taylor asked that was back in the summer wasn’t it?
Ms. Erickson stated it was and it started to grow back but everything started to go dormant so it looks worse in the damaged areas than it does outside.
Mr. Taylor asked we got an estimate to fix that, right? Close to $20,000?
Ms. Eriskson responded it was more than that because they said the entire field had to be redone. Tru-Green came in and when they started spraying it and treating it started growing back but Tru-Green said it wasn’t going to start growing back until March but they felt it was salvageable. They did an inspection in November.
Mr. Taylor asked any more issues with speeders?
Ms. Erickson responded not really. The driving is okay. We’ve addressed some things with the vendors but nothing major. Parking is still an ongoing issue but unfortunately Nassau County won’t do much as long as they say it’s within regulations.
Mr. Taylor asked how has it been with all the rain?
Ms. Erickson responded everything is flowing the way it should. We’re still going to do the quarterly sprays of all the wetlands to make sure everything is down and everything is cut back.
Mr. Taylor asked did we get the tree removed that was discussed at the last board meeting?
Ms. Erickson responded that is still scheduled. I’m going to go to an outside vendor because Martex is the one that was contracted to do that.

SEVENTH ORDER OF BUSINESS	Supervisor's	Requests	and	Audience
Comments
There being none, the next item followed.

4

December 18, 2018	Amelia Walk CDD

EIGHTH ORDER OF BUSINESS	Financial Reports
Balance Sheet & Income Statement
Assessment Receipts Schedule
Approval of Check Registers
Mr. Laughlin stated the check register is for $5,105.98.

On MOTION by Ms. Bock seconded by Mr. Taylor with all in favor the check register was approved.	

NINTH ORDER OF BUSINESS	Next Scheduled Meeting for January 15,
2019 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Circle, Fernandina Beach

Mr. Laughlin stated the next scheduled meeting is January 15, 2019 at 2:00 p.m. at this location.
Mr. Taylor stated I’d like to thank Dave for leading us over the last couple of years. Are you retiring soon or already retired?
Mr. deNagy responded I retired November 5th.

TENTH ORDER OF BUSINESS	Adjournment

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor the meeting was adjourned.	

Secretary/Assistant Secretary	Chairman/Vice Chairman

5

FIFTH ORDER OF BUSINESS

B.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 26

Name of Payee: Earthworks of Florida, LLC

Amount Payable: $152,671.27

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

    X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

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

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

44974735;1

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

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.

Attached hereto are originals of the in voice(s) from the vendor of the prope1ty acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than Costs of Issua nce, the undersigned Consultin g Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the pottion of the Project with respect to which such disb ursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

December 3, 2018

44974735;1

$47,809.80 Total

$33,658.10 - Phase 4a
$14,151.70 - Phase 4b
12/4/2018

Amelia Walk Community Development District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :		One (1)	REVISED	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	09/26/18
PERIOD TO	10/25/18	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10		
-		
-	
0%	
59,478.10	
-	
-	
CLEARING AND GRUBBING	199,733 .00		-		-	0%	199,733.00	-	-	
SEEDING AND MULCHING AND SOD	229,877.57		-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45		
-		
-	
0%	
47,234.45	
-	
-	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88		
-		
-	
0%	
13,188.88	
-	
-	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42		
-		
-	
0%	
730,804.42	
-	
-	
ROADWAY CONSTRUCTION	1,249 ,525.28		-		-	0%	1,249,525.28	-	-	
STORM DRAINAGE SYSTEM	771,361.57		-		-	0%	771,361.57	-	-	
PAVING AND DRAINAGE AS-BUILTS	31,310.00		-		-	0%	31,310.00	-	-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67		
-		
-	
0%	
584,214.67	
-	
-	
JEA SANITARY SEWER SYSTEM	758,249.64		-		-	0%	758,249.64	-	-	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77		
-		
-	
0%	
428,146.77	
-	
-	
WATER AND SEWER AS-BUILTS	30,692.50		-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00		
-		
-	
0%	
15,750.00	
-	
-	
LOT GRADING	392,952.00		-		-	0%	392,952.00	-	-	
PAYMENT AND PERFORMANCE
BOND	
53,122.00		
53,122.00		
53,122 .00	
100%	
-	
5,312.20	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	-	53,122.00	-	53,122.00	0.95%	5,542,518.85	5,312.20	5,312.20	

										
										
TOTAL CONTRACT	5,595,640.85	-	53,122.00	-	53,122.00	0.95%	5,542,518.85	5,312.20	5,312.20	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
COMP	

MOBILIZATION AND SITE PREPARATION																	
MOBLIZATION	1	LS					10 000.00	10,000.00	10 000.00	10 000.00						'-'"'	
SURVEY & LAYOUTS 4A	1	LS					15,299.50	15 299.50	15 299.50	15 299 .50						0.0%	
SURVEY & LAYOUTS 4B	1	LS					11 200.00	11 200.00	11 200.00	11,200.00						0.0%	
ASBUILTS 4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00						0.0'4	
ASBUILTS 4B	1	LS					5 000.00	5 000.00	5,000.00	5 000.00						00-.	
DENSITY TESTING 4A & 4B	278	EA			18.70	5,198.60	10.00	2 780.00	28.70	7,978.60						0.0'1,	
PROc;TOR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00						0.0%	
I U ' 1-\L MUCILILI-' IV I\I 1-\l-,U .:>I C
PREPARATION						
6,098.60		
53,379.50		
59,478.10							
												Less Previous Draws ...............			
												Amount due this Draw.. ..........			
																		
CLEARING AND GRUBBING																	
CLEAR AND GRUB 4A	25.4	AC		-			4 000.00	101 600.00	4 000.00	101 600.00						,O_.O,'l(.,	
CLEAR AND GRUB 48	5.07	AC					4,000.00	20,280.00	4 000.00	20 280.00							
STRIP4A	40184	CY					1.50	60 276.00	1.50	60 276.00						0.0'11,	
STRIP 48	11718	CY					1.50	17,577.00	1.50	17,577.00						- '""	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733 .00							
												Less Previous Draws .., ..........			
												Amount due this Draw.	...........			

:,Ecv,Nu ANDMUL<-NING ANu SOD																	
SOD BEHIND CURB 1.67'	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84						0.0%	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43,376.64	0.35	5 930.40	2.91	49,307.04						'·""	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16						
0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						00%	
SEED & MULCH LOTS	181813	SY			0.36	65,452.68	0.20	36 362.60	0.56	101 815.28						
0.0%	
SODBEHIND CURB 1.67'	1067	SY			2.56	2 731.52	0.35	373.45	2.91	3,104.97						o.o<w.	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2 901.96	0.20	1,612.20	0.56	4 514.16						
0.0%	
SEED & MULCH ROW	8183	SY			0.36	2,945.88	0.20	1 636.60	0.56	4,582.48						O.O"b	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44						0,0%	
1 u I AL '-'--LJ""'-" ,...,,..., MULCHING Al'IU
SOD						
161,932.92		
67,944.65		
229,877.57						

0.0%	
												Less Previous Draws . ....... .....			
												Amount due this Draw..... ....... .			
																, 		
EROSION AND SEDIMENT CONTROL																	
SILT FENCING 4A	9300	LF			0.86	7 998.00	1.11	10 323.00	1.97	18 321.00						0.0%	
SILT FENCING 4B	6800	LF			0.86	5 848.00	1.11	7 548.00	1.97	13 396.00						0.0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6 708. 30						0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93						0.0%	
MAINTEN ANCE OF CONSTRUCTION ENTRANCE 4A	
1	
EA	
951.11	
951.11			
2 000.00	
2 000.00	
2,951.11	
2 951.11							
MAINTENANCE OF CONSTRUCTION
ENTRANCE 48	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11						'"'
0.0%	
v TAL ERu:slON ANu :sEDIMEN I
CONTROL				
8,292.45		
13,846.00		
25,096.00		
47,234.45							
												Less Previous Draws ......... .....			
												Amount due this Draw... .........			

STORMWATER POLLUTION PREVENTION PLAN																	
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6 000.01	6 594.45	6 594.44						0.0%	
NPDES PERMIT 4t!	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44						'°'	
Tu I AL STORMWATER POLLUTION
PREVENTION PLAN				
1,188.88				
12,000.01		
13,1 88.88							
												Less Previous Draws ... .. .........			
												Amount due this Draw.... .. .. ....			
												I				
												I	I			

Page 1 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 10/5/2018					SCHEDULE OF VALUES							

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D OTY	

INSTALLED VALUE	TOTAL INSTAU£ D & STORED VALUE	C.OMP	
STORMWATER MANAGEMENT FACILITY
CONSTRUCTION																	
OVER-EXCAVATE & BURY STRIPPING$ FROM 4A MOVE GENERATED GOOD DIRT TO PHASE 4B	

14935	

CY					

2.40	

35 844.00	

2.40	

35 844.00						

0.0%	
OVER-EXCAV ATE & BURY STRIPPINGS /
LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY					
2.40	
60 597.60	
2.40	
60 597.60						

0.0"	
POND 14 CUT TO POND FILL 4A	37	CY					2.40	88.80	2.40	88.80						0.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY					
2.40	
6,727.20	
2.40	
6 727.20						

0.0".<	
EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK / DRIVEWAY AREAS 4A	
477	
CY					
2.40	
1 144.80	
2.40	
1 144.80						

0.0%	
EXCAVATE POND#14 /MOVE DIRT TO RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24 535.20						

0 .0%	
EXCA VATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212 899.20						

0 .0%	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80						0.0%	
EXCAVATE POND #15 I MOVE DIRT TO LOTS 4A	
62685	
CY					
2.40	
150 444.00	
2.40	
150 444.00						

0.0%	
EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY					
2.40	
9 393.60	
2.40	
9 393.60						

0.0%	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99,758.40						

0.0%	
EXCAVATE POND #15 i LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596.80	
2.40	
5,596.80						

0.0%	
EXCAVA TE FROM POND 14 4B MOVE
DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY					
2.40	
4 992.00	
2.40	
4 992.00						

O,O'lo	
S TATION BALANC E 4B	7732	CY					2.40	18 556.80	2.40	18 556.80						0.0%	
DEWATER 4A	2531 56	CY	0.10	25 315.60			0.15	38,815.90	0.25	64131.50						0.0%	
DEWATER 4B	11718	CY	0.12	1 406.16			0.12	1 406.16	0.24	2,812.32						0.0')6	
P AVING AREA CUT I MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY					
2.40	
2 596.80	
2.40	
2,596.80						

0.0 %	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY					
2.40	
134.40	
2.40	
134.40						

0.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20						

0.0%	
SPREAD & COMPACT STATION
BALANCE 4B	
7732	
CY					
0.60	
4 639.20	
0.60	
4 639.20						
0.O'I,	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY					
0.60	
1 230.00	
0.60	
1,230.00						

O.O'W.	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 48	
1251	
CY					
0.60	
750.60	
0.60	
750.60						

0 -""	

MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52						

0.()%	
MACHINE DRESS L(JTS 4B	64174	SY					0.32	20,535.68	0.32	20,535.68						0,0".4	
I I uTAL STORMWA I t:R MANAGEMENT
FACILITY CONSTRUCTION				
26,721.76				
704,082.66		
730,804.42							
												Less Previous Draws .... .........			
												Amount due this Draw.... ....			
																		
ROAuvvAY CONSTRUCTION																	
STATION BALANCE 4A	11456	CY					2.40	27 494.40	2.40	27.494.40						OO 'i&	
SPREAD & COMPACT STATION BALANCE 4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6,873.60						

O.O'J!i	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS 4A	
1768 1	
CY					
0.60	
10,608.60	
0.60	
10 608.60						

0.0%	
REGRADE AFTER UGE 4A	40240	SY					0.50	20 120.00	0.50	20,120.00						0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6126.00						0.0-.	

MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6,340.80	
0.30	
6 340.80						

0.0-.	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10,166.40						0.0%	
MACHINE DRESS LOTS 4A	181813	SY					0.30	54 543.90	0.30	54 543.90						o.o	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8,249.00						0.01<	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2,454.90	0.30	2 454.90						O.O'llt	
SURVEY & LAYOUT	1	LS					22,500.00	22 500.00	22 500.00	22 500.00						0.0 %	
MOT	1	LS	594.44	594.44			1 000.00	1,000.00	1 594.44	1 594.44						0.0%	
DENSITIES	96	EA			18.70	1,795.20	10.00	960.00	28.70	2,755.20						O,O'll>	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	27	EA			247.50	6 682.50	50.00	1 350.00	297.50	8 032.50						0,0	
12" STABLIZATION LBR 40 12350 TN\	21316	SY	2.80	59,684.80			1.50	31,974.00	4.30	91 658.80						0.0%	
GRADE CURB PAD	13600	LF					0.65	8,840.00	0.65	8 840.00						0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00							
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	r-age	or	.12	2 195.16	1.31	23 963.83						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INST ALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

%
COMP	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42 550.20						o...	
H/CRAMPS	18	SF			195.00	3 510.00	150.00	2,700.00	345.00	6 210.00						0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20						0.0%	
CONCRETECYLINDER/EA 4 SET\	15	EA			75.00	1 125.00	50.00	750 00	125.00	1 875.00						O.O'!C,	
6" LIMEROCK /6050 TN\	18293	SY	8.39	153 478.27	2.40	43 903.20	0.24	4 390.32	11.03	201 771.79						0.0%	
PRIME	18293	SY			0.56	10 244.08	0.06	1,097.58	0.62	11 341.66						0.0%	
1.5" SP-9.5 ASPH ALT PAVING	18293	SY			9.22	168 661.46	0.92	16 829.56	10.14	185,491.02						0.0%	
ASPHALT CORES	35	EA			75.00	2,625.00	50.00	1 750.00	125.00	4 375.00						0.0%	
SIGNAGE & STRIPING
S URVEY & LAYOUT	1
1	LS
LS			5,917.00	5,917.00	500.00
9 500.00	500.00
9 500.00	6,417.00
9,500.00	6,417.00
9,500.00						o.o-..	
																0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1 594.44						0.1)%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	10	EA			247.50	2,475.00	50.00	500.00	297.50	2.975.00						O.O'll,	
12 " S T ABLIZATION LBR 40 (1,500 TN)	9055	SY	4.20	38 031.00			1.50	13 582.50	5.70	51 613.50						0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50						0.0%	
MI AM I CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4,887.50	9.35	53 762.50						O.O'lf.	
FINE GRADE BETWEEN CURBS	7780	SY			1.29	10 036.20	0.13	1 011.40	1.42	11 047.60						0.0%	
SIDEWALK	536	SY			31.50	16,884.00	3.15	1,688.40	34.65	18 572.40						O,O'lf,	
H/ C RAMPS	11	EA			195.00	2,145.00	150.00	1 650.00	345.00	3 795.00						0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5,850.90						0.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA			75.00	525.00	50.00	350.00	125.00	875.00						0.0%	
6" LIMEROCK /2575 TN)	7780	SY	8.40	65 352.00	2.56	19,916.80	0.26	2 022.80	11.22	87 291.60						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60						0 0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7,391.00	10.41	80 989.80						o.o,r.	
ASPHALT CORES	15	EA			75.00	1,125.00	50.00	750.00	125.00	1,875.00						0.0%	
Tu' "L Ru,.uWAY e,u,.;:,1RUCIION				317,734 .95		616,044.96		315,745.37		1,249,525.28						0 .0%	
												Less Previous Draws . ... ....... .			
												Amount due this Draw ............			

::;Tu "' u=INA<.it: ::;Y;:,1cM																	
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20						0,0%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4,128.00	2.85	11 764.80						0.0%	
COMPACTION & DENSITIES	57 0	EA			18.70	10 659.00	10.00	5 700.00	28.70	16 359.00						0.0%	
DEWATER (6' OR DEEPER)	2984	LF	4.20	12 532.80	5.50	16,412.00	3.05	9 101.20	12.75	38,046.00						0.0%	
18" RCP (4-61	256	LF	20.87	5 342.72			14.00	3 584.00	34.87	8 926.72						0.0%	
18" RCP /6-8)	352	LF	20.87	7,346.24			16.00	5 632.00	36.87	12 978.24						O.O'll.	
24" RCP /0-4) (TRIPLE BARREL/ 104' X 3)	312	LF	31.78	9 915.36			25.00	7.800.00	56.78	17 715.36					-	
0.0%	
24" RCP /4-6)	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8 409.28						0.0%	
24" RCP /6-8)	944	LF	31.78	30 000.32			18.00	16,992.00	49.78	46,992.32						0.0%	
24" RCP 8-10\	216	LF	31.78	6 864.48			21.00	4 536.00	52.78	11 400.48						O.O'llo	
3 0" RCP	6-8)	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14,070.24						0.0%	
36" RCP	4-6)	400	LF	63.07	25 228.00			20.00	8 000.00	83.07	33 228.00						0.0%	
36" RCP	6-81	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57 847.60						0.0%	
36" RCP	8-10\	152	LF	63.07	9 586.64			25.00	3.800.00	88.07	13 386.64						0.0%	
42" RCP	8-10)	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08						0.0%	

PIPE LUBE /.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67					
17.83	
873.67						

0.0%	
PIPE DIAPERS	12	RLS	89.17	1 070.04			100.00	1 200.00	189.17	2,270.04						0.0%	
SINGLE CURBINLET (4-6) (41, 42, 43, 51,
52, 111, 112, 131, 151.l	
9	
EA	
1,933.13	
17,398.17			
1 300.00	
11 700.00	
3 233.13	
29 098.17						

0.0%	
SINGLE CURB INLET (6-8) (71, 72, 92, 81,
82, 61 62, 102, 132 113)	
10	
EA	
2,411.07	
24 110.70			
1.500.00	
15.000.00	
3 911.07	
39 110.70						

00%	
SINGLE CURB INLET (8-10) (122, 123,
142)	,3	
EA	
3 873.40	
11 620.20			
1 800.00	
5 400.00	
5 673.40	
17 020.20		-				

0.0%	
DOUBLE CURB INLET /0-4) /101\		EA	3,404.98	3 404.98			1 200.00	1.200.00	4 604.98	4 604.98						0.0%	
DOUBLE CURBINLET /6-81 (91, 133 \	2	EA	4,559.39	9 118.78			1 600.00	3 200.00	6,159.39	12 318.78						0.0%	
DOUBLE CURB INLET (8-10\ (1411	1	EA	4,948.16	4 948.16			1 900.00	1,900.00	6 848.16	6 848.16						0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
,/ 203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4,180.68	
4 180.68						

0.0%	
MODIFIED "H" INLET CTRL. STR. (4-6)
' 2011	
1	
EA	
5,155.02	
5 155.02			
1 500.00	
1 500.00	
6 655.02	
6 655.02						

0.0%	
MODIFIED"H" INLET CTRL. STR. (8-10) 121\	
1	
EA	
5,864.79	
5,864.79			
1 800.00	
1 800.00	
7 664.79	
7 664.79						

0.0	
STORM MANHOLE /8-101 1202)	1	EA	2,776.06	2 776.06			1 700.00	1,700.00	4 476.06	4 476.06						0.0%	
TRIPLE 24" MES	6	EA	628.92	3,773.52			1.200.00	7 200.00	1 828.92	10 973.52						0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7 800.00	491.83	14 754.90						0.0'1'	
18 " P RECAST MES (44 53)	2	EA	366.18	732.36			400.00	800.00	766.18	1 532.36						0 0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	
7	
EA	
628.92	
4 402.44			-	400.00	
2 800.00	
1 028.92	
7 202.44						

00%	
30" PRECAST MES (114)	1	EA	889.29	889.29			" " 7 0U.00	700.00	1,589.29	1,589.29						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36 " P RECAST MES /1341	

QTY.	
UNIT MEASU RE
EA	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
1135.39	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
c°""	
	1		1.135.39				700.00	700.00	1 835.39	1 835.39						0 0%	
42" PIPE MITERED /124)	1	EA	1,779.05	1,779.05			500.00	500.00	2 279.05	2 279.05						OD%	
42" MES CIP CONCRETE APRON	1	EA			2 000.00	2 000.00	260.00	260.00	2,260.00	2 260.00						00%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1,000.00	57.67	5 767.00						0.0%	
MISCELLANEOUS MATERIAL	1	LS	1 188.89	1,188.89					1.188.89	1,188.89						0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2 901.60			14.00	14 560.00	16.79	17 461.60						0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00						0.0%	
FABRIC	3	RL	386.39	1159.17					386.39	1,159.17						0.0%	
6" END CAPS SURVEY & LAYOUTS	52
1560	EA
LF	9.51	494.52			
1.65	
2,574.00	9.51
1.65	494.52
2 574.00						0.0%	
																0.0%	
STORM TV & INSPECTION	1560	LF			1.85	2 886.00	1.00	1 560.00	2.85	4,446.00						0.0%	
COMPACTION& DENSTI IES	226	EA			18.70	4 226.20	10.00	2,260.00	28.70	6,486.20						0.0%	
DEWATER	1128	LF	3.47	3 914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 382.00						0.0'¾.	
15" RCP (6-8)	32	LF	14.81	473.92			14.00	448.00	28.81	921.92						'·""	
1 8" RCP /0-4)	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9 992.48						0.0%	
18" RCP /4-61	128	LF	20.87	2 671.36			14.00	1 792.00	34.87	4,463.36						0.0%	
18" RCP /6-8)	216	LF	20.87	4 507.92			16.00	3 456.00	36.87	7 963.92						0.0%	
24" RCP /6-8)	32	LF	31.78	1 016.96			18.00	576.00	49.78	1,592.96						0.0%	
30" RCP (8--10 )	288	LF	45.14	13 000.32			23.00	6 624.00	68 .14	19 624.32						0.0%	
36"' RCP /6-81	328	LF	63.07	20,686.96			23.00	7 544.00	86.07	28,230.96						0.0%	
36" RCP /8-101	232	LF	63.07	14 632.24			25.00	5,800.00	88.07	20 432.24						0.0%	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	19	EA	17.83	338.77					17.83	338.77						
0 .0%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85						0.0%	

SINGLE CURBINLET /0-41 IS-111	
1	
EA	
1, 833.27	
1 833.27			
1,100.00	
1,100.00	
2,933.27	
2 933.27						

0 .0%	
SINGLE CURB INLET (4-6) (S-21 , S-22, S-
31 S-321	
4	
EA	
1,933.13	
7.732.52			
1 300.00	
5.200.00	
3 233.13	
12 932.52						

0.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7. S-8, S-121	
5	
EA	
2,411.07	
12 055.35			
1,500.00	
7 500.00	
3911.07	
19,555.35						

0.0...	
SINGLE CURB INLET /8-10) /S-51	1	EA	3,873.40	3.873.40			1 800.00	1 800.00	5 673.40	5,673.40						0.0%	
DOUBLE CURB INLET /0-41IS-31	1	EA	3 404.98	3 404.98			1 200.00	1 200.00	4,604.98	4 604.98					-	0 .0 %	
DOUBLE CURB INLET 16-81 IS-1 \	1	EA	4,559.39	4 559.39			1 600.00	1 600.00	6 159.39	6 159.39						0.0%	
STORM MANHOLE 18-10\ IS-6\	1	EA	2,776.06	2 776.06			1 700.00	1,700.00	4 476.06	4 476.06						0.0%	
INVERTS	14	EA	231.83	3,245.62			260.00	3 640.00	491.83	6 885.62						Q.()%	
18"PRECAST MES	3	EA	366.18	1 098.54			400.00	1,200.00	766.18	2 298.54						0.0%	
36" PRECAST MES	1	EA	1 135.39	1,135.39			700.00	700.00	1 835.39	1,835.39						0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.()%	
MISCELLANE OUS MATERIAL	1	LS	1,188.89	1 188.89					1,188.89	1 188.89						om,	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	8 730.80						00 %	
57 STONE	150	TNS	47.56	7 134.00					47.56	7 134.00						0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78						0.0%	
6" END CAPS	26	EA	9.51	247.26					9.51	247.26						0.0%	
I uTAL :STURM uRA .., ,     E	EM				455,0 23.33		50,024.00		266,314.24		771,361.57						0.0%	
												Less Previous Draws ... ···········			
												Amount due this Draw... .....			

f--	
PAVING AND DRAINAGE AS-BUilTS																	
PAVING AS-BUILT S	1	LS					17 000.00	17.000.00	17,000.00	17,000.00						0 .0 ':WJ	
PAVING AS-BUilTS	1	LS					7,200.00	7 200.00	7,200.00	7 200.00						O.<)%	
DRAINAGE AS-BUil TS	4128	LF					1.25	5 160.00	1.25	5 160.00						0.0%	
DRAINAGE At;- BUILT::;	1560	LF					1.25	1,950.00	1.25	1,950.00						0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUILTS								
31,310.00		
31,310.00							
												Less Previous Draws . .. ..........			
												Amount due this Draw.. .. ........			

JcA WAkt< D1:,1r<1t,UTION :,y:,TEM																	
SURVEY & LAYOUTS	7140	LF					1.65	11,781.00	1.65	11 781.00						0.0%	
FLUSH, BT & TEST	7140	LF					0.50	3,570.00	0.50	3,570.00						0.0".f.	
COMPACTION & DENSITIES	45	EA			18.70	841.50	10.00	450.00	28.70	1 291.50						0.0%	
12" DR18 PVC	340	LF	17.26	5 868.40			14.00	4 760.00	31.26	10 628.40						0 .0%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.80						0 .0%	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32,800.00	18.16	59 564.80						0.0%	
6" DR18 PVC	520	LF	4.71	2,449.20			8.00	4 160.00	12.71	6 609.20						0.0%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2,640.00	7.61	3 348.40						0 .0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30						0.0%	
LOCAT E WIRE BOXES	16	EA	148.61	2 377.76			100.00	1 600.00	248.61	3,977.76						0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08	571.20	0.20	1 428.00						OD	
12" BELL RESTRAINTS	6	EA	170,01	1 020.06			-	to0.00	600.00	270.01	1 620.06						0.0%	
10" BELL RESTRAINTS	58	EA	154.56	8 964.48			"	80.00	4 640.00	234.56	13 604.48						0.0",i,	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	..
COMP	
8" BELL RESTRAINTS	75	EA	89.17	6.687.75			60.00	4 500.00	149.17	11 187.75						0.0%	
6" BELL RESTRAINTS	45	EA	53.50	2 407.50			40.00	1 800.00	93.50	4 207.50						0.0%	
CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
424.43	
424.43			
1 500.00	
1 500.00	
1 924.43	
1.924.43						

0 .0%	
12" MJ GATE VALVE	1	EA	2 027.06	2 027.06			400.00	400.00	2 427.06	2,427.06						0.0%	
10 " MJ GATE VALVE	8	EA	1 664.44	13 315.52			400.00	3 200.00	2,064.44	16 515.52						0.0'16	
8" MJ GATE VALVE	13	EA	1,086.64	14 126.32			275.00	3,575.00	1.361.64	17 701.32						0.0 %	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	2	EA	1 052.17	2 104.34			500.00	1 000.00	1 552.17	3,104.34						0.0%	
2" SAMPLE POINT	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

2	

EA	

3,059.25	

6 118.50			

1,000.00	

2 000.00	

4 059.25	

8,118.50						.....	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

10	

EA	

3,119.88	

31 198.80			

1,100.00	

11 000.00	

4 219.88	

42,198.80						

0.0%	
FIRE HYDRANTASSY (Wi 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

4	

EA	

3,260.17	

13 040.68			

1 200.00	

4 800.00	

4,460.17	

17 840.68						

0.0 %	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

1	

EA	

3,316.05	

3 316.05			

1 300.00	

1 300.00	

4 616.05	

4 616.05						

0.0%	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79						0.0%	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80						0.0%	
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20						0.0%	
8" MJ 11.25 BEND	27	EA	215.19	5 810.13			165.00	4 455.00	380.19	10 265.13						0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77						0.0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.9 9	1 110.99						00%	
10"X10" MJ TEE	3	EA	584.93	1.754.79			425.00	1,275.00	1 009.93	3 029.79						0.0%	
10"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47						0.0%	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99						0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1 356.03						0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80						0.0%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08						0.0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26						0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11,250.00	527.88	26 394.00						0 .0%	
SINGLE LONG SERVICES	9	EA	317.83	2 860.47			250.00	2,250.00	567.83	5 110.47						O.O'lf.	
DOUBLE LONG SERVICES
SURVEY & LAYOUTS	25
2960	EA
LF	905.12	22,628.00			275.00
1.65	6,875.00
4 884.00	1,180.12
1.65	29,503.00
4 884.00						0.0%	
																0.0 %	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1,480.00						0.0%	
COMPACTION & DENSITIES	19	EA	-		18.70	355.30	10.00	190.00	28.70	545.30						0.0%	
10" DR18 PVC	1980	LF	12.23	24,215.40			12.00	23 760.00	24.23	47 975.40						0 .0%	
8" DR18 PVC	420	LF	8.16	3 427.20			10.00	4 200.00	18.16	7 627.20						0 .0 '11,	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60						0.0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00						0 .0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32						0 .0%	
LOCATE WIRE BOXES	7	EA	148.61	1 040.27			100.00	700.00	248.61	1 740.27						0.0%	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1,480.00						0.0%	
10" BELL RESTRAINTS	45	EA	154.56	6,955.20			80.00	3 600.00	234.56	10 555.20						0.0%	
8" BELL RESTRAINTS	7	EA	89.17	624.19			60.00	420.00	149.17	1044.19						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
CONNECT TO 10" STUB-OUT FROM PHASE 4A WI 10" MJ LP SLEEVE	
1	
EA					
1 300.00	
1.300.00	
1 300.00	
1 300.00						

O.O'll,	
10" MJ GATE VALVE	5	EA	1,664.44	8.322.20			400.00	2,000.00	2,064.44	10 322.20						.0...0.%.	
8" MJ GATE VALVE	2	EA	1,086.64	2 173.28			275.00	550.00	1.361.64	2 723.28							
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	1	EA	1,052.17	1 052.17			500.00	500.00	1 552.17	1 552.17						0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						'·°"	
FIRE HYDRANT ASSY 0/J/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS\	

1	

EA	

3,059.25	

3 059.25			

1 000.00	

1,000.00	

4 059.25	

4 059.25						

0.0%	
FIRE HYDRANT ASSY (Wi 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, ROOS, BOLTS, NUTS AND
WASHERS\	

1	

EA	

3,119.88	

3119.88			

1 100.00	

1,100.00	

4 219.88	

4,219.88						

O.O'J6	

Page 5 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR
COST	
TOTAL UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

COMP	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE , RODS , BOLTS, NUTS AND
WASHERS\	

5	

EA	

3,260.17	

16 300.85			

1200.00	

6 000,00	

4 460.17	

22 300.85						

0.0%	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7,004.40						0....	
8"MJ11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19						0.0%	
6" MJ 11.25 BEND	3	EA	1 59.3 1	477.93			165.00	495.00	324.31	972.93						0.0'!1.	
1 O"X8" MJ TEE	2	EA	506.47	1 012.94			425.00	850.00	931.47	1 862.94						0.0%	
10" MJ PLUG	1	EA	198.54	198.54			75.00	75.00	273.54	273.54		-				0.0%	
8" MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53						O.O'lll	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90							
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96						0.0%	
SINGLE SHORT SERVICES	41	EA	3 12.19	12 799.79			225.00	9,225.00	537.19	22 024.79						0.0%	
SINGLE LONG SERVICES	8	EA	311.35	2 490.80			250.00	2 000.00	561.35	4 490.80						,0..0..%.	
DOUBLE LONG SERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24							
I U I AL Jt:A VVA I t=K UJ RIBU I IUN
SYSTEM				
339,729.87		
2,941.60		
241,543.20		
584,214.67						

0.0	
												Less Previous Draws ..... .. .......			
												Amount due this Draw. ...........			

JEA SANITARY :,tcvvER:, r:,,1EM																	
SURVEY & LAYOUTS	7210	LF					1.65	11 896.50	1.65	11,896.50						0.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20,548.50						0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13 613.60	10.00	7 280.00	28.70	20 893.60						0.0%	
DEWATER	5432	LF	2.80	15 209.60	5.50	29 876.00	4.45	24 172.40	12.75	69 258.00						0.0%	
8" SDR26 PVC-10-4>	196	LF	5.05	989.80			10.00	1,960.00	15.05	2 949.80						.0...0.%.	
8" SDR26 PVC14-6\	1134	LF	5.05	5 726.70			12.00	13,608.00	17.05	19 334.70							
8" SDR26 PVC	6-8)	1344	LF	5.05	6 787.20			14.00	18 816.00	19.05	25 603.20						0.0%	
8" SDR26 PVC	8-10\	1274	LF	5.05	6,433 70			17.00	21,658.00	22.05	28 091.70						0.0%
....	
8" SDR26 PVC	10-12\	1890	LF	5.05	9 544.50			19.00	35 910.00	24.05	45 454.50							
8" SDR26 PVC	12-14\	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20							
8" SDR26 PVC	4-6' HIGH LINE	448	LF	5.05	2 262.40			12,00	5 376.00	17.05	7 638.40						0.0%	
"A" MANHOLE	0-4' 139, 40\	2	EA	2,071.04	4 142.08			1 100.00	2 200.00	3,171.04	6 342.08						0.0%	
"A" MA NHOLE (4-6 ) (35, 36, 37, 47, 48, 49,
38 41, 42.)	
9	
EA	
1,992.58	
17 933.22			
1,300.00	
11 700.00	
3,292.58	
29 633.22						

0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25, 26,
27.)	
7	
EA	
2,406.31	
16 844.17			
1 500.00	
10 500.00	
3 906,31	
27344.17						

0.0%	
"A" MANHOLE /8-10\ 144, 31, 28, 29, 30.\	4	EA	2,823 .61	11 294.44			1 800.00	7 200.00	4 623.61	18,494.44						0.0%	
LINED "A" MANHOLE 18-10\ 129\	1	EA	5 408.26	5,408.26			1 800.00	1 800.00	7 208.26	7 208.26						0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32)	
8	
EA	
3 372.88	
26 983.04			
2,200.00	
17 600.00	
5 572.88	
44 583.04						

0.0%	
"B" MANHOLE 110-12\ 133)	1	EA	3 477 .50	3 477.50			2 300.00	2,300.00	5 777.50	5 777.50						0.0%	
"B" MANHOLE 112-14\ 116 17.i	2	EA	3 862.70	7 725.40			2 600.00	5,200.00	6 462.70	12 925.40						0.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18\	
1	
EA	
10,559.71	
10,559,71			
3 000.00	
3,000.00	
13 559.71	
13,559.71						

0.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4 317.00						0.0%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4161.15			
150.00	
5 250.00	
268.89	
9411.15						'·""	
6"&8" BOOTS	111	EA	103.43	11 480.73			100.00	11,100.00	203.43	22 580.73						00%	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9,100.00	438.33	15,341.55						0.0%	
8" DROP BOWLS	3	EA	595.04	1 785.12			500.00	1 500.00	1,095.04	3 285.12						0.0%	
6" SERVICES & FITTINGS
SURVEY & LAYOUTS	111
2744	EA
LF	199.53	22,147.83			250.00
1.65	27,750.00
4 527.60	449.53
1.65	49,897.83
4 527.60						0.0%	
																0.0%	
SEWER TV & INSPECTION	2744	LF			1.85	5,076.40	1.00	2 744.00	2.85	7 820.40						O.D'lb	
COMPACTION & DENSITIES	222	EA			18,70	4,151.40	10.00	2,220.00	28.70	6 371.40						0.0%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9 856.00	3.63	6,504.96	12.75	22,848.00						0.0%	
8" SDR26 PVC /4-6\	952	LF	5.05	4,807.60			12.00	11,424.00	17.05	16 231.60						0,0111,	
8" SDR26 PVC 16-8\	952	LF	5.05	4 807.60			14.00	13 328.00	19.05	18 135.60						0.0%	
8" SDR26 PVC 18-10\	490	LF	5.05	2 474.50			18.00	8,820.00	23.05	11 294.50						0.0%	
8" SDR26 PVC 110-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50						0.0%	
"A" MANHOLE 10-4>119\	1	EA	2,071.04	2,071.04			1100.00	1100.00	3,171.04	3171.04						O.O'l,	
"A" MANHOLE 14-6\ 11, 2, 3, 4 20 21, 22\	7	EA	1 992.58	13 948.06			1,300.00	9 100.00	3 292.58	23 048.06						'·""	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

.....

.....

Page 6 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (6-81 (5 6, 7, 23 24)	

QTY.
5	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
12 031.55	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST
1 500.00	
TOTAL LABOR
COST	
TOTAL UNIT COST
3 906.31	
TOTAL MATERIAL & LABOR COST
19531.55	

STORED QTY	

VALUE QTY	

INSTALLE DQTY	

INSTALLED
VALUE	TOTAL INSTALLED & STORED
VALUE	
CO"MP	
		EA	2 406.31					7 500.00								0.0%	
"A" MANHOLE (8-10) (8, 9)	2	EA	2,823.61	5 647.22			1 800.00	3 600.00	4 623.61	9 247.22						0.0%	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH.	

1	

EA	

89.17	

89.17			

2 600.00	

2,600.00	

2 689.17	

2 689.17						

0.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17						

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2,878.00						0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2 250.00	268.89	4 033.35						0.0%	
6" & 8" BOOTS	63	EA	103.43	6 516.09			100.00	6 300,00	203.43	12 816.09						0.0%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2,674.95			260.00	3 900.00	438.33	6 574.95						'·°"	
6" SERVICES & FITTINGS	63	EA	197.78	12,460.14			250.00	15,750.00	447.78	28,210.14						0.0%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758,249.64						

0.0%	
												Less Previous Draws ············			
												Amount due this Draw... .... . ...			
																	
,_.i:;;M .;:iof'l,.1'111 IMf	.;:,i=vwi:;.r,. Lit" I .;:, 1 M IUN
SYSTEM																	
SURVEY & LA YOU TS	1	LS					2 700.00	2,700.00	2,700.00	2 700.00						0.0%	
COMPACTION & DE NSITIES	90	EA			18.70	1 683.00	10.00	900.00	28.70	2 583.00						0.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3 901.80	46.33	9 729.30						0.1'.)%	
57 STONE	20	TNS	47.56	951.20			10.00	200.00	57.56	1,151.20						0.0%	
WET WELL - LIFT STATION (21.4' DEEP\	1	EA	30,298.83	30 298.83			16 000.00	16 000.00	46 298.83	46 298.83						0.0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS			
278 000,00	
278 000.00	
27,800.00	
27 800.00	
305 800.00	
305 800.00						

0.0%	
CRANE/OPERATOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00						0.0%	
TRENCH BOX	2	EA	653.89	1,307.78			250.00	500.00	903.89	1 807.78						0.0%	
LIFT STA. WATER SERVICE SURVEY & LAYOUTS	1
1620	EA LF	738.18	738.18			500.00
1.65	500.00
2,673.00	1,238.18
1.65	1,238.18
2 673.00						0.0%	
																0.0%	
FLUSH	1620	LF					0.75	1,215.00	0.75	1 215.00						"·°"	
COMPACTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70						0.0%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12 800.00	12.71	20 336 00						0.0%	
LOCATE WIRE	4	RLS	83.22	332.88			50.00	200.00	133.22	532.88						00%	
LOCATEWIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44							
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51						0.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	3,078.03	3,078.03	495.00	495.00	1 300.00	1,300.00	4,873.03	4,873.03						0.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2 550.17	2,550.17			1 000.00	1 000.00	3,550.17	3 550.17							
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1 565.37	1,565.3 7						0.0%	
6" CASE /Bl CROSSING	1	EA	1 404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3,199.32	3 199.32						0.0%	
6" MJ 90 BEND	2	EA	309.11	618.22	495.00	990.00	165.00	330.00	969.11	1 938.22						0 ,0%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74						.0...0.%.	
6" MJ 11.25 BEND	2	EA	294.84	589.68	495.00	990.00	165.00	330.00	954.84	1 909.68							
CONNE<.;T Tu EXISTINc.; 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
361.42	
361.42			
1,300.00	
1,300.00	
1,661.42	
1,661.42						,,.	
I U I AL ""'-M .;,r-,1,., I Mn. .;>a_ll'YLr· Lit" I
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428,146.77						....	
												Less Previous Draws .. ........			
												Amount due this Draw... ........			
																	
WATER AND SEWER AS-BUILTS																	
WATER AS-BUilTS	7140	LF					1.25	8 925.00	1.25	8 925.00						0.0%	
WATER AS-BUil TS	2960	LF					1.25	3 700.00	1.25	3 700.00						0.0%	
SEWERAS-BUILTS	7210	LF					1.25	9 012.50	1.25	9 012.50						0.0%	
SEWER AS-BU il TS	2744	LF					1.25	3.430.00	1.25	3.430.00						0.0%	
LIFT STATION AS-BU il TS	1	LS					3,600.00	3,600.00	3,600.00	3 600.00						.o...o.".'	
FORCE MAIN AS-BUilTS	1620	LF					1.25	2,025.00	1.25	2,025.00							

TOTAL WATER AND SEWER AS-BUilTS								
30,692.50		
30,692.50							
												Less Previous Draws .... ...... ...			
												Amount due this Draw. ...........			
												I				

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

\

.....
...

.

Page 7 of 8

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 101512018	SCHEDULE OF VALUES		

DESCRIPTION	

QlY .	
UNIT
MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
COMP	
,. ..,,.....,,, , ,...,, l:,Lt:.t:.Vt:l:,1-\i"LI
ELECITELEPHONE																	
2.5"' S LEE VES	250	LF					8.00	2,000.00	8.00	2 000.00						0.0%	
3" SLEEVES	250	LF					9.00	2,250.00	9.00	2 250.00						0.0%	
4" SLEEVES	500	LF					10.00	5,000.00	10.00	5 000.00						0.0%	
6" SLEEVES
IU f,\L,,.,..,..,...,r ,·~·· :;Lt=t=vt=:; .. u	500	EA					13.00	6,500.00	13.00	6,500.00		-				0.0%	

ELEC/TELEPHONE								
15,750.00		
15,750.00						

0.0%	
												Less Previous Draws	"			
												Amount due this Draw.............			
																	
LOTGRADING																	
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000 .00	150 400.00	4,000.00	150 400.00						0.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4 000.00	53 040.00	4 000.00	53 040.00						0.0%	
OVER-EXCAV ATE & BURY STRIPPINGS /
MOVE GENERATED GOOD DIRT TO PADS 4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28,123.20						,...	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY					
2.40	
21,511.20	
2.40	
21 511.20						

0.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 4B	
3892	
CY					
2.40	
9.340.80	
2.40	
9 340.80						

0.0':'.	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONSMOVED TO LOTS & LOT
PADS 4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00						

O.O'il.	
SP READ & COMPACT GENERATED GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 48	

11718	

CY					

0.60	

7,030.80	

0.60	

7 030.80						

0.0%	
SPREAD & CO MPACT DIRT FROM PHASE
4A GOING TO LOTS & PADS 48	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00						

0.0'4	
TOTAL LOT GRADING								392,952.00		392,952.00						0,0%	
												Less Previous Draws .............			
												Amount due this Draw.. ········			

PAYMENT AND PERFORMANCE BOND												I	I			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00		I	11	53,122.00	53,122.00	100.0%	
1uTAL P,nMEN 1 "ND PERFORM,.NCE
BOND								
53,122.00		
53,122.00		- 1	I	53,122.00	
53,122.00		
												Less Previous Draws ........... ...			
												Amount due this Draw ········	53,122.00		
			
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85		Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	53,122.00	
													5,312.20	
													47,809.80	
														
													47,809.80	

Page 8 of 8

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt of payment  of all sums  due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to it on
this application  for payment is	$	47,809.80 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	47,809.80 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished material  pursuant  to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the
County of Baker,	State of Florida,	this	25th	day of	OCT	, 2018.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: RICHARD JOHNS, II

Signature: /// Date Executed:

r;;(rL,.
7
10/25/18

State of Florida County of Baker

Subscribed  and sworn before me this	 	

2_5_th 

day of	OCT	, 2018.

Notary Public
My Commission Expires:
County of Residence:	Bradford

AO'BIN LYNNSMITH
Commission# GG14998&
Expliies January 25, 2022
Bonded TIWll NolilYSemca

 		- --    - - -    -···-	-   --·--    --   -   -- --	-	-	-	-	-	-	-    -- - •-	-	···-     --	-	-	-	-	-	-	-	-

$169,052.80 Total

$119,013.17 - Phase 4a
$  50,039.63 - Phase 4b
12/4/2018

Amelia  Walk  Community Development  District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475  WestTown  Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION  NUMBER :		Two (2)	REVISED	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	10/26/18
PERIOD TO	11/25/18	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10		
18,525.00		
18,525.00	
31%	
40,953.10	
1,852.50	
1,852.50	
CLEARING AND GRUBBING	199,733.00		59,000.00		59,000.00	30%	140,733.00	5,900.00	5,900.00	
SEEDING AND MULCHING AND SOD	229,877.57		-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45		
31,717.00		
31,717.00	
67%	
15,517.45	
3,171.70	
3,171.70	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88		
6,594.44		
6,594.44	
50%	
6,594.45	
659.44	
659.44	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42		
-		-	
0%	
730,804.42	
-	
-	
ROADWAY CONSTRUCTION	1,249,525.28		-		-	0%	1,249,525.28	-	-	
STORM DRAINAGE SYSTEM	771,361.57		-		-	0%	771,361.57	-	-	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00		
-		
-	
0%	
31,310.00	
-	
-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67		
-		
-	
0%	
584,214.67	
-	
-	
JEA SANITARY SEWER SYSTEM	758,249.64		-		-	0%	758,249.64	-	-	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77		
-		
-	
0%	
428,146.77	
-	
-	
WATER AND SEWER AS-BUILTS	30,692.50		-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHON E	
15,750.00		
-		
-	
0%	
15,750.00	
-	
-	
LOT GRADING	392,952.00		72,000.00		72,000.00	18%	320,952.00	7 200.00	7,200.00	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	53,122.00	187,836.44	-	240,958.44	4.31%	5,354,682.42	18,783.64	24,095.84	

										
										
TOTAL CONTRACT	5,595,640.85	53,122.00	187,836.44	-	240,958.44	4.31%	5,354,682.42	18,783.64	24,095.84	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

Q TY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

COMP	

MOBILIZATION AND SITE PREPARATION																	
MOBLIZA TION	1	LS					10 000.00	10 000.00	10 000.00	10,000.00			1	5 000.00	5.000.00	50.0'lf,	
SURVEY & LAYOUTS 4A	1	LS					15 299.50	15,299.50	15 299.50	15 299.50			0.5	7 650.00	7 650.00	50.0%	
SURVEY & LAYOUTS 4B	1	LS					11 200.00	11,200.00	11 200.00	11 200.00			0.5	5 600.00	5 600.00	50.0%	
ASBUILTS 4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00						0 ,0'lf,	
AS BUILT S 4B	1	LS					5 000.00	5 000.00	5.000.00	5,000.00						0.0%	
DENSITY TESTING 4A & 48	278	EA			18.70	5,198.60	10.00	2,780.00	28.70	7,978.60						0.0%	
PROc;TuR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00			1	275.00	275.00	25.0'lf,	
U\1-\L ,.,.._,,._,.,._,"-I"\,,.._,, l"\1\1'-' ;)I IC
PREPARATION						
6.098.60		
53,379.50		
59,478.10				
18,525.00	
18,525.00		
												Less Previous Draws ...... ........			
												Amount due this Draw.....	18,525.00		
																	
CLEARING AND GRUBBING																	
CLEAR AND GRUB 4A	25.4	AC					4 ODO.OD	101 600.00	4 000.00	101 600.00			10	40 000.00	40 000.00	39.4%	
CLEAR AND GRUB 48	5.07	AC					4 000.00	20 280.00	4 000.00	20 280.00			1	4,000.00	4 000.00	19.7%	
STRIP4A	40184	CY		-			1.50	60,276.00	1.50	60,276.00			10000	15 000.00	15 000.00	24.9%	
STRIP 4B	11718	CY					1.50	17,577.00	1.50	17,577.00						0.0",t,	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733.00				59,000.00	59,000.00		
												Less Previous Draws ........ . .....			
												Amount due this Draw.......... ...	59,000.00		

"""ulNG ANuMUL<-nlNc, A1w SOD																	
SOD BEHIND CURB 1.67'	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84						0.0'4	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43 376.64	0.35	5 930.40	2.91	49 307.04						0.0'4	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16				-		0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						0.0%	
SEED & MULCH LOTS	181813	SY			0.36	65 452.68	0.20	36 362.60	0.56	101 815.28						0.0 %	
SOD BEHIND CURB 1.67'	1067	SY			2.56	2,731.52	0.35	373.45	2.91	3 104.97						0.0'4	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2.901.96	0.20	1 612.20	0.56	4,514.16						0 ,0%	
SEED & MULCH ROW	8183	SY			0.36	2 945.88	0.20	1,636.60	0.56	4 582.48						0 .0%	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44						0.0".4	
IV	ML. t:t:,Ull'll\.:i f"\l'IV MULl;hll'IIV Ml'\IU
SOD						
16,932.92		
67,944.6 5		
229,877.57						

0.0%	
												Less Previous Draws 	•···..,,.			
												Amount due this Draw...... .....			
																	
EROSION AND SEDIMENT CONTROL																	
SILT FENCING 4A	9300	LF			0.86	7 998.00	1.11	10,323.00	1.97	18 321.00			9 300	18 321.00	18 321.00	
100 .0 'lf,	
SILT FENCING 4B	6800	LF			0.86	5,848.00	1.11	7 548.00	1.97	13 396.00			6800	13 396.00	13,396.00	100,0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6,708.30						0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93						0.0'4	
MAINTENANCE OF CONSTRUCTION ENTRANCE4A	
1	
EA	
951.11	
951.11			
2,000.00	
2 000.00	
2 951.11	
2,951.11						

0.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4B	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11						
0 ..	
TuTAL t:ROSIUN AND EDIMENT
CONTROL				
8,292.45		
13,846.00		
25,096.00		
47,234.45				
31,717.00	
31.717.00		
												Less Previous Draws ······ ······			
												Amount due this Draw.... .... ...	31,717.00		

STORMWATER POLLUTION
PREVENTION PLAN																	
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6,000.01	6 594.45	6 594.44			0.5	3 297.22	3,297.22	50.0%	
NPDES PERMIT 48	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44			0.5	3,297.22	3,297.22	'°'"	
Tu  I AL  TUKMWA,    ""     PULLUTION
PREVENTION PLAN				
1,188.88				
12,000.01		
13,188.88				
6,594.44	
6,594.44		
												Less Previous Draws .. ............			
												Amount due this Draw.... ........	6,594.44		
												I				
												I	I				

Page 1 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE : 10/5/2018					SCHEDULE OF VALUES					

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

%
COMP	
STORMWATER MANAGEMENT FACILITY
CONSTRUCTION																	
OVER-EXCAVATE & BURY STRIPPINGS
FROM 4A MOVE GENERATEDGOOD DIRT TO PHASE 4B	

14935	

CY					

2.40	

35 844.00	

2.40	

35.844.00						

0.0%	
OVER-EXCAVA TE & BURY STRIPPINGS /
LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY					
2.40	
60 597.60	
2.40	
60.597.60						

00%	
POND 14 CUT TO POND FILL 4A	37	CY					2.40	88.80	2.40	88.80						0.0%	
EXCAVATE POND #14 / MOVE DIRT TO PAVED AREAS 4A	
2803	
CY					
2.40	
6,727.20	
2.40	
6 727.20						

0.0%	
EXCAVATE POND#14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY					
2.40	
1,144.80	
2.40	
1 144.80						

0.0%	
EXCAVATE POND #14 / MOVE DIRT TO RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24.535.20						
o.""	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212,899.20						
o,-	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80						0.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY					
2.40	
150 444.00	
2.40	
150 444.00						O."'	
E XCAVA TE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AR EAS 4A	
3914	
CY					
2.40	
9,393.60	
2.40	
9,393.60						

0.0%	
EXCAVATE POND# 15 MOVE DIRT TO PADS 4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99 758.40						

0.,..	
EXCAVATE POND#15/LOAD & HAUL
OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596.80	
2.40	
5 596.80						

0.0%	
EXCAVATE FROM POND 14 4B MOVE DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY					
2.40	
4 992.00	
2.40	
4.992.00						

0.0%	
STATION BALANCE4B	7732	CY					2.40	18 556,80	2.40	18 556.80						0."-'	
DEWATER4A	253156	CY	0.10	25 315.60			0.15	38 815.90	0.25	64 131.50						0.0%	
DEWATER 4B	11718	CY	0.12	1 406.16			0.12	1 406.16	0.24	2 812.32		-				0.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY					
2.40	
2 596.80	
2.40	
2,596.80						

0.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY					
2.40	
134.40	
2.40	
134.40						

0.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20						

0.0%	
SPREAD & COMPACT STATION
BALANCE 4B	
7732	
CY					
0.60	
4 639,20	
0.60	
4 639.20						

0,0%	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY					
0.60	
1 230.00	
0.60	
1.230.00						

0.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY					
0.60	
750.60	
0.60	
750,60						

00%	

MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52						

0.0%	
"""_,HINE DRESS LO IS 4B	64174	SY					0.32	20,535.68	0.32	20.535.68						0.0%	
TOTAL STORMWATER MANAGEMENT
FACILITY CONSTRUCTION				
26,721.76				
704,082.66		
730,804.42							
												Less Previous Draws ... ······· ...			
												Amount due this Draw.	...........			
																		
KUAUWAY <CUNTKUlC I IUN																	
STATION BALANCE 4A	11456	CY					2.40	27.494.40	2.40	27 494.40						0.0%	
SPREAD & COMPACT STATION
BALANCE 4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6,873.60						

0.0%	
SPREAD & COMPACT DIRT FROM POND
EXCAVATIONS 4A	
17681	
CY					
0.60	
10 608.60	
0.60	
10 608.60						

O.O"li,	
REGRADE AFTER UGE 4A	40240	SY		-			0.50	20 120.00	0.50	20,120.00						0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6,126.00						0.0%	

MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6 340.80	
0.30	
6 340.80						

0.,..	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10 166.40						0.0%	
MACHINE DRESS LOTS 4A	18181 3	SY					0.30	54 543.90	0.30	54 543.90						0.0%	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8 249.00						OD•	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2,454.90	0.30	2 454.90						0.0%	
SURVEY & LAYOUT	1	LS				-	2 2,500.00	22 500.00	22 500.00	22 500.00						00%	
MOT	1	LS	594.44	594.44			1 000.00	1,000.00	1 594.44	1 594.44						0.0%	
DENSITIES	96	EA			18.70	1 795.20	10.00	960.00	28.70	2 755.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						.0...0%.	
LBR TEST	27	EA			247.50	6 682,50	50.00	1,350.00	297.50	8,032.50							
12" STABLIZATION LBR 4012350 TNl	21316	SY	2.80	59 684.80			1.50	31 974.00	4.30	91 658.80						O.O"h	
GRADE CURB PAD	13600	LF					0.65	8 840.00	0.65	8 840.00						0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00						0.0%	
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	,-,age< or '!l .12	2,195.16	1.31	23 963.83						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT : AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DQTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

%
cow	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42,550.20						0.0%	
H/C RAMPS	18	SF			195.00	3 510.00	150.00	2 700.00	345.00	6 210.00						0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20						0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA			75.00	1,125.00	50.00	750.00	125.00	1 875.00						0.0	
6" LIMEROCK (6050 TN)	18293	SY	8.39	153,478.27	2.40	43 903.20	0.24	4 390.32	11.03	201,771.79						OJ)%	
PRIME	18293	SY			0.56	10,244.08	0.06	1 097.58	0.62	11 341.66						0.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY			9.22	168.661.46	0.92	16,829.56	10.14	185.491.02						0.0%	
ASPHALT CORES	35	EA			75.00	2 625.00	50.00	1,750.00	125.00	4,375.00						0.0%	
SIGNAGE & STRIPING SURVEY & LAYOUT	1
1	LS LS			5,917.00	5,917.00	500.00
9 500.00	500.00
9.500.00	6,417.00
9 500.00	6,417.00
9 500.00						0.0",i,	
																0.0%	
MOT	1	LS	594.44	. 594.44			1 000.00	1 ODO.DO	1 594.44	1 594.44						0.0%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	10	EA			247.50	2 475.00	50.00	500.00	297.50	2,975.00						0.0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	4.20	38031.00			1.50	13,582.50	5.70	51 613.50						0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50						0.0%	
MIAMI CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4 887.50	9.35	53 762.50						0.0%	
FINE GRADE BETWEEN CURBS	7780	SY			1.29	10 036.20	0.13	1 011.40	1.42	11,047.60						O.O'lL	
SIDEWALK	536	SY			31.50	16 884.00	3.15	1 688.40	34.65	18 572.40						0 ,0%	
H/C RAMPS	11	EA			195.00	2 145.00	150.00	1 650.00	345.00	3,795.00						0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5,850.90						0.0%	
CONCRETE CYLINDER (EA 4 SET\	7	EA			75.00	525.00	50.00	350.00	125.00	875.00						0 .0%	
6" LIMEROCK (2575 TN)	7780	SY	8.40	65,352.00	2.56	19 916.80	0.26	2 022.80	11.22	87 291.60						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60						O.O'JI,	
1 . 5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7 391.00	10.41	80 989.80						0.0%	
ASPHALT CORES	15	EA			75.00	1,125.00	SO.OD	750 .00	125.00	1,875.00						0 .0%	
Tv  ML RJN.uvvAY	TIUN				317,734.95		616,044,96		315,745.37		1,249,525.28						0.0%	
												Less Previou s Draws .............			
												Amount due this Draw.............			

"'TUt<M DRAINAGE "'T "'TEM																	
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20						0.0%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4 128.00	2.85	11 764.80						0.0%	
COMPACTION & DENSITIES	570	EA			18.70	10,659.00	10.00	5,700.00	28.70	16 359.00						00%	
DEWATER (6' OR DEEPER\	2984	LF	4.20	12 532.80	5.50	16 412.00	3.05	9,101.20	12.75	38 046.00						0.0"4	
18" RCP (4-61	256	LF	20.87	5 342.72			14.00	3,584.00	34.87	8,926.72						0.0%	
18" RCP (6-8)	352	LF	20.87	7 346.24			16.00	5 632.00	36.87	12 978.24						0.0%	
24" RCP (0-4) !TRIPLE BARREL/ 104' X 31	312	LF	31.78	9,915.36			25.00	7 800.00	56.78	17 715.36						
0.0'!1.	
24" RCP (4-6)	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8,409.28						0.0%	
24" RCP (6-8)	944	LF	31.78	30 000.32			18.00	16,992.00	49.78	46 992.32						0.0 %	
24" RCP (8-10)	216	LF	31.78	6,864.48			21.00	4 536.00	52.78	11,400.48						0.0%	
30" RCP (6-8)	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14 070.24						O.O'llo	
36" RCP (4-6)	400	LF	63.07	25,228.00			20.00	8 000.00	83.07	33 228.00						0.0%	
36" RCP (6-8)	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57,847.60						0.0%	
36" RCP (8-10)	152	LF	63.07	9 586.64			25.00	3,800.00	88.07	13,386.64						0.0%	
42" RCP (8-1Dl	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08						0.0'14	

PIPE LUBE (.0117 PL$. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67					
17.83	
873.67						

0 .0%	
PIPE DIAPERS	12	RLS	89.17	1,070.04			100.00	1 200.00	189.17	2 270.04						0.0%	
SINGLE CURB INLET (4-6) (41, 42, 43, 51,
52 111, 112, 131 151.)	
9	
EA	
1,933.13	
17 398.17			
1,300.00	
11 700.00	
3 233.13	
29098.17						.....	
SINGLE CURB INLET (6-8) (71, 72, 92, 81,
82, 61 62, 102 132 113)	
10	
EA	
2,411.07	
24,110.70			
1 500.00	
15 ODO. DO	
3 911.07	
39,110.70						

0.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
3,873.40	
11 620.20			
1 800.00	
5,400.00	
5,673.40	
17 020.20						,..	
DOUBLE CURB INLET (0-4) (101)	1	EA	3,404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98						0.0%	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	4 559.39	9 118.78			1 600.00	3 200.00	6 159.39	12 318.78						0.0"4	
DOUBLE CURB INLET (8-10\ (141)	1	EA	4,948.16	4,948.16			1 900.00	1 900.00	6 848.16	6 848.16						0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 1(203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4 180.68	
4 180.68						

0.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 1(201)	
1	
EA	
5 155.02	
5 155.02			
1,500.00	
1 500.00	
6 655.02	
6 655.02						

0.0%	
MODIFIED "H" INLET CTRL. $ TR. (8-10)
1(121)	
1	
EA	
5,864.79	
5 864.79			
1 800.00	
1 800.00	
7 664.79	
7 664.79						

0.0%	
STORM MANHOLE (8-10) (202)	1	EA	2,776.06	2,776.06			1 700.00	1 700.00	4,476.06	4 476.06						0.0%	
TRIPLE 24" MES	6	EA	628.92	3 773.52			1,200.00	7 200.00	1 828.92	10 973.52						0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7,800.00	491.83	14 754.90						0.0%	
18" PRECAST MES (44, 53)	2	EA	366.18	732.36			400.00	800.00	766.18	1,532.36						0.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	
7	
EA	
628.92	
4 402.44			-	4nn.oo	
2 800.00	
1 028.92	
7 202.44						

0 0%	
30" PRECAST MES (114)	1	EA	889.29	889.29			- ,               V	700.00	700.00	1 589.29	1 589.29						0.0%	

CUSTOMER: AMELIA WALK COO PROJECT: AMELIA WALK PH 4A & 4B

BIO DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36" PRECAST MES (1341	

QTY.	
UNIT MEASU RE
EA	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
1 135.39	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED&
STORED VALUE	

COMP	
	1		1,135.39				700.00	700.00	1 835.39	1 835.39						0.0%	
42" PIPE MITERED (1241	1	EA	1 779.05	1 779.05			500.00	500.00	2 279.05	2,279.05						0.0%	
42" MES GIP CONCRETE APRON	1	EA			2 ODO.DO	2,000.00	260.00	260.00	2,260.00	2 260.00						0.0%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1,000.00	57.67	5 767.00						0.0%	
MISCELLANEOUS MATERIAL	1	LS	1 188.89	1 188.89					1,188.89	1,188.89						0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2,901.60			14.00	14 560.00	16.79	17 461.60						0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00						0.0%	
FABRIC	3	RL	386.39	1 159.17					386.39	1 159.17						0.0%	
6" END CAPS SURVEY & LAYOUTS	52
1560	EA
LF	9 .51	494.52			
1.65	
2,574.00	9.51
1.65	494.52
2 574.00						0.0%	
																0.0%	
STORM TV & INSPECTION	1560	LF			1.85	2 886.00	1.00	1 560.00	2.85	4 446.00						0....	
COMPACTION & DENSITIES	226	EA			18.70	4 226.20	10.00	2 260.00	28.70	6 486.20						0.0%	
DEWATER	1128	LF	3.47	3 914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 382.00						0.0%	
15" RCP (6-81	32	LF	14.81	473.92			14.00	448.00	28.81	921.92						0.0%	
18" RCP l0-41	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9,992.48						0.0%	
18" RCP 4-61	128	LF	20.87	2 671.36			14.00	1,792.00	34.87	4.463.36						0.0%	
18" RCP	6-81	216	LF	20.87	4,507.92			16.00	3 456.00	36.87	7 963.92						0.0".1.,	
24" RCP	6-81	32	LF	31.78	1 016.96			18.00	576.00	49.78	1,592.96						0.0%	
30" RCP	8-10\	288	LF	45.14	13,000.32			23.00	6 624.00	68.14	19 624.32						0.0%	
36" RCP	6-81	328	LF	63.07	20 686.96			23.00	7,544.00	86.07	28 230.96						0 .0%	
36" RCP	8-10)	232	LF	63.07	14 632.24			25.00	5 BOO.OD	88.07	20,432.24						0.0%	
PIPE LUBE 1.0117 PLS. PER 1' OF PIPE\	19	EA	17.83	338.77					17.83	338.77						
0.0%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85						0.0%	

SINGLE CURB INLET /0-41 /S-11I	
1	
EA	
1,833.27	
1 833.27			
1100.00	
1,100.00	
2.933.27	
2,933.27						

0.0'11,	
SINGLE CURB INLET (4-6) (S-21, S-22, S-
31, S-32)	
4	
EA	
1,933.13	
7 732.52			
1,300.00	
5 200.00	
3 233.13	
12 932.52						

0.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7, S-8, S-12)	
5	
EA	
2.411.07	
12,055.35			
1 500.00	
7,500.00	
3 911.07	
19,555.35						

0.0%	
SINGLE CURB INLET (8-10) /S-51	1	EA	3,873.40	3 873.40			1 800.00	1 800.00	5 673.40	5 673.40						0.0%	
DOUBLE CURB INLET (0-41 /S- 3\	1	EA	3,404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98						
0.0%	
DOUBLE CURB INLET /6-81/S-1I	1	EA	4 559.39	4.559.39			1 600.00	1 600.00	6.159.39	6 159.39						O.O'i!,	
STORM MANHOLE /8-1OI rS-6I	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4 476.06	4 476.06						0.0%	
INVERTS	14	EA	231.83	3 245.62			260.00	3 640.00	491.83	6 885.62						0.0%	
18" PRECAST MES	3	EA	366.18	1,098.54			400.00	1,200.00	766.18	2 298.54						
0 .0%	
36" PRECAST MES	1	EA	1,1 35.39	1 135.39			700.00	700.00	1,835.39	1 835.39						0 0",	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.0¾	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89					1 188.89	1 188.89						0.0%	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	6 730.80						
0.0%	
57 STONE	150	TNS	47.56	7 134.00					47.56	7 134.00						0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78						0.0%	
6 " END CAPS	26	EA	9.51	247.26					9.51	247.26						0.0%	
TuTAL.:, 1 uRM un.'"'-INAut:..:, .:,Tt:M				455,023.33		50,024.00		266,314.24		771,361.57						0.0%	
												Less Previous Draws ...., .........			
												Amount due this Draw....	········			

f--	
PAVING AND DRAINAGE AS-BUilTS																	
PAVING AS-BUilTS	1	LS					17 000.00	17 000.00	17 000.00	17 000.00						00¾	
PAVING AS-BUil TS	1	LS					7,200.00	7 200.00	7 200.00	7 200.00						0.0%	
DRAINAGE AS-BUilTS	4128	LF					1.25	5,160.00	1.25	5 160.00						0.0%	
DRAINAGE AS-BUil TS	1560	LF					1.25	1,950.00	1.25	1,950.00						,O O'll,	
TuTAL PAVING AND DRAINAuE A::>-
BUILTS								
31,310.00		
31,310.00							
												Less Previous Draws .. ............			
												Amount due this Draw.. .. ·······			

JEA WA c" Db, moUTIUN ::>Y:sTt:M																	
SURVEY & LAYOUTS	7140	LF					1.65	11,781.00	1.65	11,781.00						OD%	
FLUSH. BT & TEST	7140	LF					0.50	3 570.00	0.50	3 570.00						0.0	
COMPACTION & DENSITIES	45	EA			16.70	841.50	10.00	450.00	28.70	1 291.50						0.0%	
12" DR18 PVC	340	LF	17.26	5 668.40			14.00	4 760.00	31.26	10 626.40						0.0%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.60						oo,.	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32 600.00	16.16	59,564.80						0.0%	
6" DR18 PVC	520	LF	4.71	2 449.20			8.00	4160.00	12.71	6 609.20						0.0%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2,640.00	7.61	3 348.40						,....
0.0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30							
LOCATE WIRE BOXES	16	EA	148.61	2 377.76			100.00	1 600.00	248.61	3 977.76						0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08
-	571.20	0.20	1 428.00						0.0¾	
12" BELL RESTRAINTS	6	EA	170.01	1 020.06			,t _1.0{)_QQ	6 00.00	270.01	1620.06						0.0¾	
10" BELL RESTRAINTS	58	EA	154.56	8 964.48			80.00	4 640.00	234.56	13 604.48						0.0%	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

% COMP	
8" BELL RESTRAINTS	75	EA	89.17	6 687.75			60.00	4 500.00	149.17	11 187.75						'·""'	
6" BELL RESTRAINTS	45	EA	53.50	2,407.50			40.00	1 800.00	93.50	4 207.50						0.0%	
CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12 '" MJ LONG SLEEVE	
1	
EA	
424.43	
424.43			
1 500.00	
1 500.00	
1,924.43	
1 924.43						'·""	
12 " MJ GATE VALVE	1	EA	2,027.06	2 027.06			400.00	400.00	2 427.06	2 427.06						0.0%	
10" MJ GATE VALVE	8	EA	1,664.44	13 315.52			400.00	3 200.00	2 064.44	16 515.52						0.0%	
8" MJ GATE VALVE	13	EA	1,086.64	14,126.32			275.00	3 575.00	1,361.64	17 701.32						Q,Q'll,	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	2	EA	1,052.17	2 104.34			500.00	1 000.00	1 552.17	3,104.34						O.<J%	
2" SAMPLE POINT	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY 0f'l/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

2	

EA	

3 059.25	

6,118.50			

1 000.00	

2 000.00	

4 059.25	

8,118.50						

0.0%	
FIRE HYDRANT ASSY 0f'I/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS , BOLTS, NUTS &
WASHERS\	

10	

EA	

3,119.88	

31,198.80			

1 100.00	

11 000.00	

4 219.88	

42 198.80						
'·""'	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

4	

EA	

3260.17	

13 040.68			

1 200.00	

4 800.00	

4 460.17	

17 840.68						

oo•	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

1	

EA	

3,316.05	

3 316.05			

1 300.00	

1,300.00	

4 616.05	

4 616.05						

0.0%
,..'.	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79						Q_Q ll,	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80							
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20						'·""	
8" MJ 11.25 BEND	27	EA	215.19	5,810.13			165.00	4 455.00	380.19	10265.13						0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77						0 .0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.99	1 110.99						0.0%	
10"X10" MJ TEE	3	EA	584.93	1 754.79			425.00	1 275.00	1 009.93	3,029.79						'·""	
1 0"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47						0.0'<	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99					-	0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1,356.03						0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80						OJ)%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08						0,0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26						0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11 250.00	527.88	26 394.00						0.0%	
SINGLE LONG SERVICES	9	EA	317.83	2,860.47			250.00	2,250.00	567.83	5 110.47						0.0%	
DOUBLE LONG SERVICES
SURVEY & LAYOUTS	25
2960	EA
LF	905.12	22,628.00			275.00
1.65	6,875.00
4,884.00	1,180.12
1.65	29,503.00
4 884.00						'·""	
																0.0%	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1 480.00						00%	
COMPACTION & DENSITIES	19	EA			18.70	355.30	10.00	190.00	28.70	545.30						0.0	
10" DR18 PVC	1980	LF	12.23	24,215.40			12.00	23,760.00	24.23	47,975.40						0.0,&	
8" DR18 PVC	420	LF	8.16	3 427 .20			10.00	4 200.00	18.16	7 627.20						'·""	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60						0 .0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00						0.0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32						O.O'll>	
LOCATE WIRE BOXES	7	EA	148 .61	1 040.27			100.00	700.00	248.61	1 740.27						O.O'lo	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1,480.00						0.0'?4	
10" BELL RESTRAINTS	45	EA	154.56	6 955.20			80.00	3 600.00	234 .56	10,555.20						0.0%	
8" BELL RESTRAINTS	7	EA	89.17	624.19			60.00	420.00	149.17	1,044.19						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						00	
CONNECT TO 10" STUB-OUT FROM PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA					
1 300.00	
1 300.00	
1,300.00	
1 300.00						

0.0%	
10" MJ GATE VALVE	5	EA	1 6 64.44	8 322.20			400.00	2 000.00	2 064.44	10 322.20						0.0%	
8" MJ GATE VALVE	2	EA	1,086.64	2 173.28			275.00	550.00	1 361.64	2 723.28						0.0%	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						OJl'I<	
2" FLUSHING HYDRANT	1	EA	1,052.17	1,052.17			500.00	500.00	1 552.17	1 552.17						0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY  (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-
18 PIPE, RODS, BOLTS, NUTS AND
WASHERS\	

1	

EA	

3,059.25	

3 059.25			

1 000.00	

1,000.00	

4 059.25	

4 059.25						

0.0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS\	

1	

EA	

3,119.88	

3 119.88			

1,100.00	

1 100.00	

4 219.88	

4 219.88						

O.O'lio	

Page 5 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB
COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	
•
COMP	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE.
6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

5	

EA	

3,260.17	

16 300.85			

1 200.00	

6 000.00	

4 460.17	

22 300.85						

0.0,.	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7,004.40						0....	
8" MJ 11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19						0...	
6" MJ 11.25 BEND	3	EA	159.31	477.93			165.00	495.00	324.31	972.93						0.0%	
10"X8" MJ TEE	2	EA	506.47	1,012.94			425.00	850.00	931.47	1 862.94						0.0%	
10" MJ PLUG	1	EA	198.54	198.54			75.00	75.00	273.54	273.54						0.0	
8"MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53						00'4	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90						0.0%	
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96						0.0%	
SINGLE SHORT SERVICES	41	EA	312.19	12,799.79			225.00	9 225.00	537.19	22 024.79						0.0%
,	
SINGLE LONG SERVICES	8	EA	311.35	2 490.80			250.00	2 000.00	561.35	4 490.80						,	
Du UBLE LONG :, ERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24							
I U I M.L JC:1-\ YYA I Ct\ UI.) I r\lCU IVN
SYSTEM				
339,729.87		
2,941.60		
241,543.20		
584,214.67						

0.0%	
												Less Previous Draws . ....... .....			
												Amount due this Draw... ... ... . ..			

JEA SAM "RY SEWEt< ;:,r;:,TEM																	
SURVEY & LAYOUTS	7210	LF					1.65	11.896.50	1.65	11 896.50						0.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20.548.50						0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13 613.60	10.00	7.280 00	28.70	20 893.60						0.0%	
DEWATER	5432	LF	2.80	15.209.60	5.50	29.876.00	4.45	24 172.40	12.75	69 258.00						0.0%	
8" SDR26 PVC	0-4\	196	LF	5.05	989.80			10.00	1 960.00	15.05	2,949.80						0.0"-'	
8" SDR26 PVC	4-6)	1134	LF	5.05	5 726.70			12.00	13 608.00	17.05	19 334.70						0.0%	
8" SDR26 PVC	6-81	1344	LF	5.05	6,787.20			14.00	18,816.00	19.05	25.603.20						0.0%	
8" SDR26 PVC	8-101	1274	LF	5.05	6 433.70			17.00	21 658.00	22.05	28 091.70						0.0%	
8" SDR26 PVC	10-12)	1890	LF	5.05	9 544.50			19.00	35,910.00	24.05	45 454.50						0.0%	
8" SDR26 PVC	12-14)	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20						0.0%	
8" SDR26 PVC	4-6) HIGH LINE	448	LF	5.05	2 262.40			12.00	5 376.00	17.05	7 638.40						0.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	2.071.04	4 142.08			1 100.00	2,200.00	3 171.04	6.342.08						0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48, 49,
38 41 42.)	
9	
EA	
1,992.58	
17 933.22			
1,300.00	
11 700.00	
3 292.58	
29 633.22						

O.Oo/,	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25, 26,
27.)	
7	
EA	
2,406.31	
16 844.17			
1 500.00	
10 500.00	
3 906.31	
27 344.17						'·'"'	
"A" MANHOLE (8-101 (44, 31, 28 29, 30.l	4	EA	2,823.61	11 294.44			1.800.00	7 200.00	4,623.61	18 494.44						0.0%	
LINED "A" MANHOLE (8-10) (29)	1	EA	5 408.26	5 408.26			1.800 00	1 800.00	7 208.26	7,208.26						0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15 34 32)	
8	
EA	
3,372.88	
26.983.04			
2 200.00	
17 600.00	
5,572.88	
44 58304						

0.0%	
"B" MANHOLE (10-12) (33)	1	EA	3,477.50	3 477.50			2 300.00	2,300.00	5 777.50	5 777.50						0.0%	
"B" MANHOLE (12-14\ (16, 17.l	2	EA	3,862.70	7,725.40			2 600.00	5 200.00	6 462.70	12 925.40						0.0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 181	
1	
EA	
10 559.71	
10 559.71			
3 000.00	
3 000.00	
13 559.71	
13 559.71						

0.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4,317.00						0.0%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4,161.15			
150.00	
5,250.00	
268.89	
9 411.15						

O.O'll.	
6 " & 8" BOOTS	111	EA	103.43	11,480.73			100.00	11 100.00	203.43	22 580.73						0 0%	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9 100.00	438.33	15341.55						'·'"'	
8" DROP BOWLS	3	EA	595.04	1 785.12			500.00	1 500.00	1 095.04	3 285.12						0.0%	
6" SERVICES & FITTINGS SURVEY & LAYOUTS	111
2744	EA
LF	199.53	22,147.83			250.00
1.65	27,750.00
4,527.60	449.53
1.65	49,897.83
4,527.60						0.0%	
																o...	
SEWER TV & INSPECTION	2744	LF			1.85	5.076.40	1.00	2 744.00	2.85	7 820.40						O.O'!f.	
COMPACTION & DENSITIES	222	EA			18.70	4 151.40	10.00	2 220.00	28.70	6 371.40						0.0%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9,856.00	3.63	6 504.96	12.75	22 848.00						,...
0.0%	
8" SDR26 PVC (4-6)	952	LF	5.05	4 807.60			12.00	11 424.00	17.05	16 231.60							
8" SDR26 PVC (6-8)	952	LF	5.05	4 807.60			14.00	13,328.00	19.05	18 135.60						0.0%	
8" SDR26 PVC (8-10l	490	LF	5.05	2 474.50			18.00	8,820.00	23.05	11 294.50						0.0%	
8" SDR26 PVC (10-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50						,..
O.O'lio	
" A" MANHOLE (0-4\ (19\	1	EA	2,071.04	2 071.04			1100.00	1 100.00	3 171.04	3,171.04							
"A" MANHOLE (4-61 (1 2, 3, 4, 20 21 22)	7	EA	1,992.58	13 948.06			1,300.00	9 100.00	3 292.58	23,048.06						
0.0%	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

.....

Page 6 of 8

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID OATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (6-8) 15 6 7, 23 24)	

QTY.
5	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
12 031.55	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST
1 500.00	
TOTAL LABOR
COST	
TOTAL UNIT COST
3 906.31	
TOTAL MATERIAL & LABOR COST
19 531.55	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED&
STORED VALUE	

%
COMP	
		EA	2,406.31					7 500.00								o....	
"A" MANHOLE (8-10) /8 9)	2	EA	2,823.61	5,647.22			1 800.00	3 600.00	4,623.61	9 247.22						O.O'll,	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2,600.00	

2,689.17	

2,689.17						

0.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17						

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2.250.00	268.89	4 033.35						'·"'	
6"&8" BOOTS	63	EA	103.43	6.516.09			100.00	6,300.00	203.43	12 816.09						0.0%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2 674.95			260.00	3 900.00	438.33	6,574.95						0.0%	
6" SERVlc-E:s & FITTI,,'-'"'	63	EA	197.18	12,460.14			250.00	15,750.00	447.78	28,210.14						0.0%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758,249.64						
o...	
												Less Previous Draws ..............			
												Amount due this Draw ...........				
																		
.JCI-\ .>"'-l'lll ll-\rtJ .)C::Y'ICn. Lit- I .)1#-\IIVl',1
SYSTEM																	
SURVEY & LAYOUTS	1	LS					2 700.00	2,700.00	2 700.00	2,700.00						0.0%	
COMPACTION & DENSITIES	90	EA			1 8.70	1 683.00	10.00	900.00	28 .70	2 583.00						0.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3,901.80	46.33	9 729.30						0.0%	
57 STONE	20	TNS	47.56	951.20			10.00	200.00	57.56	1151.20						0.0%	
WET WELL - LIFT STATION /21.4' DEEP\	1	EA	30,298.83	30,298.83			16 000.00	16 000.00	46 298.83	46 298.83						0.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS			
278 000.00	
278 000.00	
27,800.00	
27,800.00	
305 800.00	
305,800.00						

0.0%	
CRANE/OPERA TOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00						o....	
TRENCH BOX	2	EA	653.89	1 307.78			250.00	500.00	903.89	1 807.78						0.0%	
LIFT STA. WATER SERVICE SURVEY & LAYOUTS	1
1620	EA LF	738.18	738.18			500.00
1.65	500.00
2 673.00	1,238.18
1.65	1,238.18
2 673.00						0.0%	
																0.0%	
FLUSH	1620	LF					0.75	1,215.00	0.75	1 215.00						'·""	
COMPACTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70						0.0%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12,800.00	12.71	20 336.00						0.0%	
LOCATE WIRE	4	RLS	83.22	332.88			5000	200.00	133.22	532.88						0 .0%	
LOCATE WIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44						0 .0%	
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00						'·°"	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51						0.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	3,078.03	3 078.03	495.00	495.00	1 300.00	1 300.00	4 873.03	4 873.03						0.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2,550.17	2 550.17			1 000.00	1 000.00	3,550.17	3 550.17						°"	
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1,565.37	1 565.37						0 .0 "'	
6" CASE (Bl CROSSING	1	EA	1,404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3 199.32	3,199.32						0 .0	
6" MJ 90 BEND	2	EA	309.11	618.22	495.00	990.00	165.00	330.00	969.11	1,938.22						0.0%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74						0 .()%	
6" MJ 11.25 BEND	2	EA	294 .84	589.68	495.00	990.00	165.00	330.00	95484	1 909.68						0.0-.	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6 " MJ REDUCER	
1	
EA	
361.42	
361.42			
1,300.00	
1,300.00	
1,661.42	
1,661.42						

0.0%	
VI 1-\L ,.ICM. -.>1-\l'II I Mn. ,.;,c;yyc;n,. Lit' I
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428,146.77						

0 0-.	
												Less Previous Draws .... ..... ....			
												Amount due this Draw........... ..			
																	
WATER AND SEWER AS-BUILTS																	
WATER AS -BUil TS	7140	LF					1.25	8,925.00	1.25	8 925.00						0.0%	
WATER AS-BUilTS	2960	LF					1.25	3 700.00	1.25	3 700.00						0.0%	
SEWER AS-BUilTS	7210	LF					1.25	9 012.50	1.25	9 012.50						0.0%	
SEWER AS-BUILTS	2744	LF					125	3 430.00	1.25	3,430.00						O.O'lfi	
LIFT STATION AS-BUilTS	1	LS					3,600.00	3 600.00	3 600.00	3 600.00						0 .0%	
FORCE MAIN AS-BUILTS	1620	LF					1.25	2,025.00	1.25	2,025.00						0.0-.	

TOTAL WATER AND SEWER AS-BUilTS								
30,692.50		
30,692.50							
												Less Previous Draws ...... ........			
												Amount due this Draw ··········			
												I				

Page 7 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	..
COMP	
11'\l'.IUl"'\ I l.._.,1\1 .,;JLL..L.	 , l"'\11UJ
ELEC/TELEPHONE																....	
2.5" SLEEVES	250	LF					8.00	2 000.00	8.00	2 000.00							
3" SLEEVES	250	LF					9.00	2,250.00	9.00	2,250.00						'""	
4"SLEEVES	500	LF					10.00	5 000.00	10.00	5 000.00						0.0%	
6" SLEEVES	500	EA					13 .00	6,500.00	13.00	6,500.00						O.O'l,	
IU     M,.,_ln.n.lUI"'\  IVl\l::>Lt:t: ,1.	l"'l.1,11.1
ELEC/TELEPHONE								
15,750.00		
15,750.00						

0.0%	
												Less Previous Draws .. .. ····-··...			
												Amount due this Draw.......			
																	
LOTGRADING																	
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000.00	150,400.00	4 ODO.OD	150 400.00			15	60,000.00	60 000.00	39.9%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4.000.00	53,040.00	4 000.00	53 040.00			3	12,000.00	12 000.00	22.G'lo	
OVER-EXCAVATE & BURY STRIPPINGS / MOVE GENERATED GOOD DIRT TO
PADS4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28 123.20						

0.0%	
EX CAVA TE FROM POND 14 4B MOVE DIRT TO LOTS 4B	
8963	
CY					
2.40	
21,511.20	
2.40	
21 511.20					-	'·""	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 48	
3892	
CY					
2.40	
9,340.80	
2.40	
9 340.80						,.,.	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS & LOT PADS 4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00						
'·""	
SPREAD & COMPACT GENERATED GOOD DIRT FROM BURIAL OF
STRIPPING$ TO LOTS & PADS 48	

11718	

CY					

0.60	

7 030.80	

0.60	

7 030.80						

0 .0%	
SPREAD & c;OMPACT DIRT rRvM PHASE
4A GOING TO LOTS & PADS 4B	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00						

0.0%	
TOTAL LOT GRADING								392,952.00		392,952.00				72,000.00	72,000.00	16.3%	
												Less Previous Draws .........			
												Amount due this Draw... ...... ....	72,000.00		

PAYMENT AND PERFORMANCE BOND												I	I			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00		I	11	53,122.00	53,122.00	'°'""	
TUTAL PAYMEN I AND PEKFUKMANCtc
BOND								
53,122.00		
53,122.00		-1	I	53,122.00	
53,122.00		
												Less Previous Draws . ..... .......	53,122.00		
												Amount due this Draw	············			
				
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85		Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	240,958.44	
													24,095.84	
													216,862.59	
													47,809.80	
													169,052.79	

Page 8 of 8

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt  of payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to  it  on this application  for payment is	$	169,052.80 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	169,052.80 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished material  pursuant  to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the
County of Baker,	State of Florida,	this	25th	day of	NOV	, 2018.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title:   RICHARD JOHNS, II

Signaturpe:

«-£._ 
7

Date  Executed:	11/25/18

State of Florida County of Baker

Subscribed and sworn before me this

--25th--day of

NOV	, 2018.

Notary Public
My Commission Expires:
County of Residence:	Bradford

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 27

Name of Payee: Lee Surveying

Amount Payable: $12,950

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

    X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

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

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

44974735;1

each disbursement set f01th above is a proper charge against the Acquisition and Construction Fund;
each disbursement set fo1th above was incurred in cmmection with the acquisition and/or constrnction of the Project;
each disbursement represents a Cost of the Project which has not previously been paid.
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 f01th above, which has not been released or will not be released simultaneously with the payment hereof.
The undersigned hereby fu1ther 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.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby ce1tifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or
modified on the date hereof.

Consulting Engineer

December 11, 2018

44974735; I

Lee Surveying & Mapping Co.
2166 Rock Dove Ln. Fernandina Beach FL 32034

Bill To:
Amelia Walk CDD
c/o McCranie & Associates 212 B Centre Street Fernandina Beach, FL 32034

Date	Invoice #	
11/20/2018	1705	
Due Upon Receipt	

WO #	2018-052

Invoice

Project:

Amount

Prior Billing

Description

Billing Period

Hampton Lakes Phase III

$450.00

Balance Due

$450.00

Total

450.00

Sketch & Legal Description Off-Site New FP&L Utility Easement

Phone #	E-mail	
904-261-6800	rleesurvey@gmail.com	

Lee Surveying & Mapping Co.
2166 Rock Dove Ln. Fernandina Beach FL 32034

Bill To:
GreenPointe Communities, LLC Mike Taylor/Liam O'Reilly
7807 Baymeadows Road, East, Ste. 205
Jacksonville, FL 32256

Date	Invoice #	
12/5/2018	1710	
Due Upon Receipt	

WO #	2018-002

Invoice

Project:

Hampton Lakes- Ph. 3	Billing Period	
	8/15-12/5/18	
Description	Prior Billing	Amount	
Boundary Survey - Set Corners Plat Drafting & Mylars Control Points
Irons at Lot Corners Permanent Control Points	10000.00

10000.00

2500.00

0

0	0.00

0.00

0.00

10,000.00

2,500.00	
	Total	$12,500.00	
	Balance Due	$12,500.00	

Phone #	E-mail	
904-261-6800	rleesurvey@gmail.com	

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018A

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the "Trustee"), dated as of June 1, 2006, as supplemented by a Fourth Supplemental Trust Indenture, dated as of April 1, 2018 (the "Indenture"), (all capitalized terms used herein shall have the meaning ascribed to such te1m in the Indenture):

Requisition Number: 28

Name of Payee: Hopping Green & Sams

Amount Payable: $851

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, or, state Costs oflssuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

X		Series 2018A Acquisition and Construction Account Series 2018A Costs oflssuance Account
The undersigned hereby certifies that:
□	obligations in the stated amount set forth above have been incurred by the District,

or
□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

44974735;1

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;
each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;
each disbursement represents a Cost of the Project which has not previously been paid.
The undersigned hereby further certifies that there l1as 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 fo1ih above , which has not been released or will not be released simu ltaneously 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.
Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.
AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

By:	VJ&¼
Responsible Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

December 14, 2018

44974735;I

1--lopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.O. Box 6526
Tallahassee, FL 32314
850.222.7500

=================================	STATEMENT================================-

Amelia Walk Community Development District c/o GMS, LLC
475 West Town Place, Suite 114
St. Augustine, FL 32092

November 30, 2018

Bill Number 104261
Billed through 10/31/2018

Phase III Construction AWCDD	00112	JMW

FOR PROFESSIONAL SERVICES RENDERED
10/31/18	JMW	Review lien releases; review construction schedule and payment issues.

Total fees for this matter

0.60 hrs

$138.00

MATTER SUMMARY

Walters, Jason M.	0.60 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS MATTER

230 /hr	$138.00

$138.00

$138.00

BILLING SUMMARY

Walters, Jason M.	0.60 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS BILL

230 /hr

$138,00

$138.00

$138.00

Please include the bill number on vour check.

Hopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street, Ste. 300
P.O. Box 6526
Tallahassee, FL 32314
850.222.7500
================================= STATEMENT=================================
November  30, 2018
Amelia Walk Community Development District	Bill Number	104259	
c/o GMS, LLC
475 West Town Place, Suite 114	Billed through	10/31/2018	
St. Augustine, FL 32092		

Phase 3 & 4A Construction		
AWCDD	00116	JMW		

FOR PROFESSIONAL SERVICES RENDERED
10/01/18	JMW	Review draft addendum; confer with staff regarding same.

10/17/18	JMW	Review notices of intent; review schedule and timeline for financing and construction; confer with Mccranie.

Total fees for this matter

0.60 hrs

0.90 hrs

$345.00

MATTER SUMMARY

Walters, Jason M.	1.50 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS MATTER

230 /hr	$345.00

$345.00

$345.00

BILLING SUMMARY

Walters, Jason M.	1.50 hrs	230 /hr	$345.00	
TOTAL FEES			$345.00	
TOTAL CHARGES FOR THIS BILL			$345.00	

Please include the bill number on vour check.

Hopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street, Ste, 300
P.O. Box 6526 	 Tallahassee, Fl 32314
850,222.7500
================================= STATEMENT =================================
November  30, 2018

Amelia Concourse Community Development District c/o District Manager
475 West Town Place, Suite 114
St.  Augustine, FL 32092

Phase Ill Construction
ACCDD	00110	JMW

Bill Number 104256
Billed through 10/31/2018

1,3/•51:':>· 31.5
'\

FOR PROFESSIONAL Sl;RVICES RENDERED
10/16/18	JMW	Review draft notice; confer with staff regarding same.

0.40 hrs

10/17/18	JMW

10/22/18	JMW

Confer with Powell and Mccranie regarding Phase III timing issues,

Confer with Powell regarding Phase III bidding; revise documents regarding same,

0.50 hrs

0.70 hrs

Total fees for this matter

$368.00

MATTER SUMMARY

Walters, Jason M.	1.60 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS MATTER

230 /hr

$368.00

$368.00

$368.00

BILUNG SUMMARY

Walters, Jason M.	1.60 hrs	230 /hr	$368.00	
TOTAL FEES			$368.00	
TOTAL CHARGES FOR THIS BILL			$368.00	

Please include the bill number on vour check.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 3B)

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Sixth Supplemental Trust Indenture, dated as of December 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 01

Name of Payee: Earthworks of Florida, LLC

Amount Payable: $64,191.33

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):
See attached invoice.
Fund or Account from which disbursement to be made:

_X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

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

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;

44974735;1

each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;

each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby further certifies that there has not been filed with or served upon the DislTict 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, whic h 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.

Attached hereto are origina ls o f the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
If this requi sition is for a disbursement from other than Costs of Iss uanc e, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the pla ns and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consultin g Engineer, as such repo1t shall have been amended or modified on the date hereof.

 		 	-		-	
Consultin g Engineer December 11, 2018

44974735;1

$47,809.80 Total

$33,658.10 - Phase 4a
$14,151.70 - Phase 4b
12/4/2018

Amelia Walk Community Development District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475 West Town Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION NUMBER :		One (1)	REVISED	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	09/26/18
PERIOD TO	10/25/18	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10		
-		
-	
0%	
59,478.10	
-	
-	
CLEARING AND GRUBBING	199,733 .00		-		-	0%	199,733.00	-	-	
SEEDING AND MULCHING AND SOD	229,877.57		-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45		
-		
-	
0%	
47,234.45	
-	
-	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88		
-		
-	
0%	
13,188.88	
-	
-	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42		
-		
-	
0%	
730,804.42	
-	
-	
ROADWAY CONSTRUCTION	1,249 ,525.28		-		-	0%	1,249,525.28	-	-	
STORM DRAINAGE SYSTEM	771,361.57		-		-	0%	771,361.57	-	-	
PAVING AND DRAINAGE AS-BUILTS	31,310.00		-		-	0%	31,310.00	-	-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67		
-		
-	
0%	
584,214.67	
-	
-	
JEA SANITARY SEWER SYSTEM	758,249.64		-		-	0%	758,249.64	-	-	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77		
-		
-	
0%	
428,146.77	
-	
-	
WATER AND SEWER AS-BUILTS	30,692.50		-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00		
-		
-	
0%	
15,750.00	
-	
-	
LOT GRADING	392,952.00		-		-	0%	392,952.00	-	-	
PAYMENT AND PERFORMANCE
BOND	
53,122.00		
53,122.00		
53,122 .00	
100%	
-	
5,312.20	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	-	53,122.00	-	53,122.00	0.95%	5,542,518.85	5,312.20	5,312.20	

										
										
TOTAL CONTRACT	5,595,640.85	-	53,122.00	-	53,122.00	0.95%	5,542,518.85	5,312.20	5,312.20	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
COMP	

MOBILIZATION AND SITE PREPARATION																	
MOBLIZATION	1	LS					10 000.00	10,000.00	10 000.00	10 000.00						'-'"'	
SURVEY & LAYOUTS 4A	1	LS					15,299.50	15 299.50	15 299.50	15 299 .50						0.0%	
SURVEY & LAYOUTS 4B	1	LS					11 200.00	11 200.00	11 200.00	11,200.00						0.0%	
ASBUILTS 4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00						0.0'4	
ASBUILTS 4B	1	LS					5 000.00	5 000.00	5,000.00	5 000.00						00-.	
DENSITY TESTING 4A & 4B	278	EA			18.70	5,198.60	10.00	2 780.00	28.70	7,978.60						0.0'1,	
PROc;TOR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00						0.0%	
I U ' 1-\L MUCILILI-' IV I\I 1-\l-,U .:>I C
PREPARATION						
6,098.60		
53,379.50		
59,478.10							
												Less Previous Draws ...............			
												Amount due this Draw.. ..........			
																		
CLEARING AND GRUBBING																	
CLEAR AND GRUB 4A	25.4	AC		-			4 000.00	101 600.00	4 000.00	101 600.00						,O_.O,'l(.,	
CLEAR AND GRUB 48	5.07	AC					4,000.00	20,280.00	4 000.00	20 280.00							
STRIP4A	40184	CY					1.50	60 276.00	1.50	60 276.00						0.0'11,	
STRIP 48	11718	CY					1.50	17,577.00	1.50	17,577.00						- '""	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733 .00							
												Less Previous Draws .., ..........			
												Amount due this Draw.	...........			

:,Ecv,Nu ANDMUL<-NING ANu SOD																	
SOD BEHIND CURB 1.67'	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84						0.0%	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43,376.64	0.35	5 930.40	2.91	49,307.04						'·""	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16						
0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						00%	
SEED & MULCH LOTS	181813	SY			0.36	65,452.68	0.20	36 362.60	0.56	101 815.28						
0.0%	
SODBEHIND CURB 1.67'	1067	SY			2.56	2 731.52	0.35	373.45	2.91	3,104.97						o.o<w.	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2 901.96	0.20	1,612.20	0.56	4 514.16						
0.0%	
SEED & MULCH ROW	8183	SY			0.36	2,945.88	0.20	1 636.60	0.56	4,582.48						O.O"b	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44						0,0%	
1 u I AL '-'--LJ""'-" ,...,,..., MULCHING Al'IU
SOD						
161,932.92		
67,944.65		
229,877.57						

0.0%	
												Less Previous Draws . ....... .....			
												Amount due this Draw..... ....... .			
																, 		
EROSION AND SEDIMENT CONTROL																	
SILT FENCING 4A	9300	LF			0.86	7 998.00	1.11	10 323.00	1.97	18 321.00						0.0%	
SILT FENCING 4B	6800	LF			0.86	5 848.00	1.11	7 548.00	1.97	13 396.00						0.0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6 708. 30						0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93						0.0%	
MAINTEN ANCE OF CONSTRUCTION ENTRANCE 4A	
1	
EA	
951.11	
951.11			
2 000.00	
2 000.00	
2,951.11	
2 951.11							
MAINTENANCE OF CONSTRUCTION
ENTRANCE 48	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11						'"'
0.0%	
v TAL ERu:slON ANu :sEDIMEN I
CONTROL				
8,292.45		
13,846.00		
25,096.00		
47,234.45							
												Less Previous Draws ......... .....			
												Amount due this Draw... .........			

STORMWATER POLLUTION PREVENTION PLAN																	
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6 000.01	6 594.45	6 594.44						0.0%	
NPDES PERMIT 4t!	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44						'°'	
Tu I AL STORMWATER POLLUTION
PREVENTION PLAN				
1,188.88				
12,000.01		
13,1 88.88							
												Less Previous Draws ... .. .........			
												Amount due this Draw.... .. .. ....			
												I				
												I	I			

Page 1 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 10/5/2018					SCHEDULE OF VALUES							

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D OTY	

INSTALLED VALUE	TOTAL INSTAU£ D & STORED VALUE	C.OMP	
STORMWATER MANAGEMENT FACILITY
CONSTRUCTION																	
OVER-EXCAVATE & BURY STRIPPING$ FROM 4A MOVE GENERATED GOOD DIRT TO PHASE 4B	

14935	

CY					

2.40	

35 844.00	

2.40	

35 844.00						

0.0%	
OVER-EXCAV ATE & BURY STRIPPINGS /
LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY					
2.40	
60 597.60	
2.40	
60 597.60						

0.0"	
POND 14 CUT TO POND FILL 4A	37	CY					2.40	88.80	2.40	88.80						0.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY					
2.40	
6,727.20	
2.40	
6 727.20						

0.0".<	
EXCAVATE POND #14 / MOVE DIRT TO SIDEWALK / DRIVEWAY AREAS 4A	
477	
CY					
2.40	
1 144.80	
2.40	
1 144.80						

0.0%	
EXCAVATE POND#14 /MOVE DIRT TO RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24 535.20						

0 .0%	
EXCA VATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212 899.20						

0 .0%	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80						0.0%	
EXCAVATE POND #15 I MOVE DIRT TO LOTS 4A	
62685	
CY					
2.40	
150 444.00	
2.40	
150 444.00						

0.0%	
EXCAVATE POND #15 / MOVE EXCESS DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY					
2.40	
9 393.60	
2.40	
9 393.60						

0.0%	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99,758.40						

0.0%	
EXCAVATE POND #15 i LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596.80	
2.40	
5,596.80						

0.0%	
EXCAVA TE FROM POND 14 4B MOVE
DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY					
2.40	
4 992.00	
2.40	
4 992.00						

O,O'lo	
S TATION BALANC E 4B	7732	CY					2.40	18 556.80	2.40	18 556.80						0.0%	
DEWATER 4A	2531 56	CY	0.10	25 315.60			0.15	38,815.90	0.25	64131.50						0.0%	
DEWATER 4B	11718	CY	0.12	1 406.16			0.12	1 406.16	0.24	2,812.32						0.0')6	
P AVING AREA CUT I MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY					
2.40	
2 596.80	
2.40	
2,596.80						

0.0 %	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY					
2.40	
134.40	
2.40	
134.40						

0.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20						

0.0%	
SPREAD & COMPACT STATION
BALANCE 4B	
7732	
CY					
0.60	
4 639.20	
0.60	
4 639.20						
0.O'I,	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY					
0.60	
1 230.00	
0.60	
1,230.00						

O.O'W.	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 48	
1251	
CY					
0.60	
750.60	
0.60	
750.60						

0 -""	

MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52						

0.()%	
MACHINE DRESS L(JTS 4B	64174	SY					0.32	20,535.68	0.32	20,535.68						0,0".4	
I I uTAL STORMWA I t:R MANAGEMENT
FACILITY CONSTRUCTION				
26,721.76				
704,082.66		
730,804.42							
												Less Previous Draws .... .........			
												Amount due this Draw.... ....			
																		
ROAuvvAY CONSTRUCTION																	
STATION BALANCE 4A	11456	CY					2.40	27 494.40	2.40	27.494.40						OO 'i&	
SPREAD & COMPACT STATION BALANCE 4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6,873.60						

O.O'J!i	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS 4A	
1768 1	
CY					
0.60	
10,608.60	
0.60	
10 608.60						

0.0%	
REGRADE AFTER UGE 4A	40240	SY					0.50	20 120.00	0.50	20,120.00						0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6126.00						0.0-.	

MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6,340.80	
0.30	
6 340.80						

0.0-.	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10,166.40						0.0%	
MACHINE DRESS LOTS 4A	181813	SY					0.30	54 543.90	0.30	54 543.90						o.o	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8,249.00						0.01<	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2,454.90	0.30	2 454.90						O.O'llt	
SURVEY & LAYOUT	1	LS					22,500.00	22 500.00	22 500.00	22 500.00						0.0 %	
MOT	1	LS	594.44	594.44			1 000.00	1,000.00	1 594.44	1 594.44						0.0%	
DENSITIES	96	EA			18.70	1,795.20	10.00	960.00	28.70	2,755.20						O,O'll>	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	27	EA			247.50	6 682.50	50.00	1 350.00	297.50	8 032.50						0,0	
12" STABLIZATION LBR 40 12350 TN\	21316	SY	2.80	59,684.80			1.50	31,974.00	4.30	91 658.80						0.0%	
GRADE CURB PAD	13600	LF					0.65	8,840.00	0.65	8 840.00						0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00							
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	r-age	or	.12	2 195.16	1.31	23 963.83						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INST ALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

%
COMP	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42 550.20						o...	
H/CRAMPS	18	SF			195.00	3 510.00	150.00	2,700.00	345.00	6 210.00						0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20						0.0%	
CONCRETECYLINDER/EA 4 SET\	15	EA			75.00	1 125.00	50.00	750 00	125.00	1 875.00						O.O'!C,	
6" LIMEROCK /6050 TN\	18293	SY	8.39	153 478.27	2.40	43 903.20	0.24	4 390.32	11.03	201 771.79						0.0%	
PRIME	18293	SY			0.56	10 244.08	0.06	1,097.58	0.62	11 341.66						0.0%	
1.5" SP-9.5 ASPH ALT PAVING	18293	SY			9.22	168 661.46	0.92	16 829.56	10.14	185,491.02						0.0%	
ASPHALT CORES	35	EA			75.00	2,625.00	50.00	1 750.00	125.00	4 375.00						0.0%	
SIGNAGE & STRIPING
S URVEY & LAYOUT	1
1	LS
LS			5,917.00	5,917.00	500.00
9 500.00	500.00
9 500.00	6,417.00
9,500.00	6,417.00
9,500.00						o.o-..	
																0.0%	
MOT	1	LS	594.44	594.44			1 000.00	1 000.00	1 594.44	1 594.44						0.1)%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	10	EA			247.50	2,475.00	50.00	500.00	297.50	2.975.00						O.O'll,	
12 " S T ABLIZATION LBR 40 (1,500 TN)	9055	SY	4.20	38 031.00			1.50	13 582.50	5.70	51 613.50						0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50						0.0%	
MI AM I CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4,887.50	9.35	53 762.50						O.O'lf.	
FINE GRADE BETWEEN CURBS	7780	SY			1.29	10 036.20	0.13	1 011.40	1.42	11 047.60						0.0%	
SIDEWALK	536	SY			31.50	16,884.00	3.15	1,688.40	34.65	18 572.40						O,O'lf,	
H/ C RAMPS	11	EA			195.00	2,145.00	150.00	1 650.00	345.00	3 795.00						0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5,850.90						0.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA			75.00	525.00	50.00	350.00	125.00	875.00						0.0%	
6" LIMEROCK /2575 TN)	7780	SY	8.40	65 352.00	2.56	19,916.80	0.26	2 022.80	11.22	87 291.60						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60						0 0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7,391.00	10.41	80 989.80						o.o,r.	
ASPHALT CORES	15	EA			75.00	1,125.00	50.00	750.00	125.00	1,875.00						0.0%	
Tu' "L Ru,.uWAY e,u,.;:,1RUCIION				317,734 .95		616,044.96		315,745.37		1,249,525.28						0 .0%	
												Less Previous Draws . ... ....... .			
												Amount due this Draw ............			

::;Tu "' u=INA<.it: ::;Y;:,1cM																	
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20						0,0%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4,128.00	2.85	11 764.80						0.0%	
COMPACTION & DENSITIES	57 0	EA			18.70	10 659.00	10.00	5 700.00	28.70	16 359.00						0.0%	
DEWATER (6' OR DEEPER)	2984	LF	4.20	12 532.80	5.50	16,412.00	3.05	9 101.20	12.75	38,046.00						0.0%	
18" RCP (4-61	256	LF	20.87	5 342.72			14.00	3 584.00	34.87	8 926.72						0.0%	
18" RCP /6-8)	352	LF	20.87	7,346.24			16.00	5 632.00	36.87	12 978.24						O.O'll.	
24" RCP /0-4) (TRIPLE BARREL/ 104' X 3)	312	LF	31.78	9 915.36			25.00	7.800.00	56.78	17 715.36					-	
0.0%	
24" RCP /4-6)	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8 409.28						0.0%	
24" RCP /6-8)	944	LF	31.78	30 000.32			18.00	16,992.00	49.78	46,992.32						0.0%	
24" RCP 8-10\	216	LF	31.78	6 864.48			21.00	4 536.00	52.78	11 400.48						O.O'llo	
3 0" RCP	6-8)	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14,070.24						0.0%	
36" RCP	4-6)	400	LF	63.07	25 228.00			20.00	8 000.00	83.07	33 228.00						0.0%	
36" RCP	6-81	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57 847.60						0.0%	
36" RCP	8-10\	152	LF	63.07	9 586.64			25.00	3.800.00	88.07	13 386.64						0.0%	
42" RCP	8-10)	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08						0.0%	

PIPE LUBE /.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67					
17.83	
873.67						

0.0%	
PIPE DIAPERS	12	RLS	89.17	1 070.04			100.00	1 200.00	189.17	2,270.04						0.0%	
SINGLE CURBINLET (4-6) (41, 42, 43, 51,
52, 111, 112, 131, 151.l	
9	
EA	
1,933.13	
17,398.17			
1 300.00	
11 700.00	
3 233.13	
29 098.17						

0.0%	
SINGLE CURB INLET (6-8) (71, 72, 92, 81,
82, 61 62, 102, 132 113)	
10	
EA	
2,411.07	
24 110.70			
1.500.00	
15.000.00	
3 911.07	
39 110.70						

00%	
SINGLE CURB INLET (8-10) (122, 123,
142)	,3	
EA	
3 873.40	
11 620.20			
1 800.00	
5 400.00	
5 673.40	
17 020.20		-				

0.0%	
DOUBLE CURB INLET /0-4) /101\		EA	3,404.98	3 404.98			1 200.00	1.200.00	4 604.98	4 604.98						0.0%	
DOUBLE CURBINLET /6-81 (91, 133 \	2	EA	4,559.39	9 118.78			1 600.00	3 200.00	6,159.39	12 318.78						0.0%	
DOUBLE CURB INLET (8-10\ (1411	1	EA	4,948.16	4 948.16			1 900.00	1,900.00	6 848.16	6 848.16						0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
,/ 203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4,180.68	
4 180.68						

0.0%	
MODIFIED "H" INLET CTRL. STR. (4-6)
' 2011	
1	
EA	
5,155.02	
5 155.02			
1 500.00	
1 500.00	
6 655.02	
6 655.02						

0.0%	
MODIFIED"H" INLET CTRL. STR. (8-10) 121\	
1	
EA	
5,864.79	
5,864.79			
1 800.00	
1 800.00	
7 664.79	
7 664.79						

0.0	
STORM MANHOLE /8-101 1202)	1	EA	2,776.06	2 776.06			1 700.00	1,700.00	4 476.06	4 476.06						0.0%	
TRIPLE 24" MES	6	EA	628.92	3,773.52			1.200.00	7 200.00	1 828.92	10 973.52						0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7 800.00	491.83	14 754.90						0.0'1'	
18 " P RECAST MES (44 53)	2	EA	366.18	732.36			400.00	800.00	766.18	1 532.36						0 0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	
7	
EA	
628.92	
4 402.44			-	400.00	
2 800.00	
1 028.92	
7 202.44						

00%	
30" PRECAST MES (114)	1	EA	889.29	889.29			" " 7 0U.00	700.00	1,589.29	1,589.29						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36 " P RECAST MES /1341	

QTY.	
UNIT MEASU RE
EA	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
1135.39	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
c°""	
	1		1.135.39				700.00	700.00	1 835.39	1 835.39						0 0%	
42" PIPE MITERED /124)	1	EA	1,779.05	1,779.05			500.00	500.00	2 279.05	2 279.05						OD%	
42" MES CIP CONCRETE APRON	1	EA			2 000.00	2 000.00	260.00	260.00	2,260.00	2 260.00						00%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1,000.00	57.67	5 767.00						0.0%	
MISCELLANEOUS MATERIAL	1	LS	1 188.89	1,188.89					1.188.89	1,188.89						0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2 901.60			14.00	14 560.00	16.79	17 461.60						0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00						0.0%	
FABRIC	3	RL	386.39	1159.17					386.39	1,159.17						0.0%	
6" END CAPS SURVEY & LAYOUTS	52
1560	EA
LF	9.51	494.52			
1.65	
2,574.00	9.51
1.65	494.52
2 574.00						0.0%	
																0.0%	
STORM TV & INSPECTION	1560	LF			1.85	2 886.00	1.00	1 560.00	2.85	4,446.00						0.0%	
COMPACTION& DENSTI IES	226	EA			18.70	4 226.20	10.00	2,260.00	28.70	6,486.20						0.0%	
DEWATER	1128	LF	3.47	3 914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 382.00						0.0'¾.	
15" RCP (6-8)	32	LF	14.81	473.92			14.00	448.00	28.81	921.92						'·""	
1 8" RCP /0-4)	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9 992.48						0.0%	
18" RCP /4-61	128	LF	20.87	2 671.36			14.00	1 792.00	34.87	4,463.36						0.0%	
18" RCP /6-8)	216	LF	20.87	4 507.92			16.00	3 456.00	36.87	7 963.92						0.0%	
24" RCP /6-8)	32	LF	31.78	1 016.96			18.00	576.00	49.78	1,592.96						0.0%	
30" RCP (8--10 )	288	LF	45.14	13 000.32			23.00	6 624.00	68 .14	19 624.32						0.0%	
36"' RCP /6-81	328	LF	63.07	20,686.96			23.00	7 544.00	86.07	28,230.96						0.0%	
36" RCP /8-101	232	LF	63.07	14 632.24			25.00	5,800.00	88.07	20 432.24						0.0%	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	19	EA	17.83	338.77					17.83	338.77						
0 .0%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85						0.0%	

SINGLE CURBINLET /0-41 IS-111	
1	
EA	
1, 833.27	
1 833.27			
1,100.00	
1,100.00	
2,933.27	
2 933.27						

0 .0%	
SINGLE CURB INLET (4-6) (S-21 , S-22, S-
31 S-321	
4	
EA	
1,933.13	
7.732.52			
1 300.00	
5.200.00	
3 233.13	
12 932.52						

0.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7. S-8, S-121	
5	
EA	
2,411.07	
12 055.35			
1,500.00	
7 500.00	
3911.07	
19,555.35						

0.0...	
SINGLE CURB INLET /8-10) /S-51	1	EA	3,873.40	3.873.40			1 800.00	1 800.00	5 673.40	5,673.40						0.0%	
DOUBLE CURB INLET /0-41IS-31	1	EA	3 404.98	3 404.98			1 200.00	1 200.00	4,604.98	4 604.98					-	0 .0 %	
DOUBLE CURB INLET 16-81 IS-1 \	1	EA	4,559.39	4 559.39			1 600.00	1 600.00	6 159.39	6 159.39						0.0%	
STORM MANHOLE 18-10\ IS-6\	1	EA	2,776.06	2 776.06			1 700.00	1,700.00	4 476.06	4 476.06						0.0%	
INVERTS	14	EA	231.83	3,245.62			260.00	3 640.00	491.83	6 885.62						Q.()%	
18"PRECAST MES	3	EA	366.18	1 098.54			400.00	1,200.00	766.18	2 298.54						0.0%	
36" PRECAST MES	1	EA	1 135.39	1,135.39			700.00	700.00	1 835.39	1,835.39						0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.()%	
MISCELLANE OUS MATERIAL	1	LS	1,188.89	1 188.89					1,188.89	1 188.89						om,	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	8 730.80						00 %	
57 STONE	150	TNS	47.56	7 134.00					47.56	7 134.00						0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78						0.0%	
6" END CAPS	26	EA	9.51	247.26					9.51	247.26						0.0%	
I uTAL :STURM uRA .., ,     E	EM				455,0 23.33		50,024.00		266,314.24		771,361.57						0.0%	
												Less Previous Draws ... ···········			
												Amount due this Draw... .....			

f--	
PAVING AND DRAINAGE AS-BUilTS																	
PAVING AS-BUILT S	1	LS					17 000.00	17.000.00	17,000.00	17,000.00						0 .0 ':WJ	
PAVING AS-BUilTS	1	LS					7,200.00	7 200.00	7,200.00	7 200.00						O.<)%	
DRAINAGE AS-BUil TS	4128	LF					1.25	5 160.00	1.25	5 160.00						0.0%	
DRAINAGE At;- BUILT::;	1560	LF					1.25	1,950.00	1.25	1,950.00						0.0%	
TOTAL PAVING AND DRAINAGE AS-
BUILTS								
31,310.00		
31,310.00							
												Less Previous Draws . .. ..........			
												Amount due this Draw.. .. ........			

JcA WAkt< D1:,1r<1t,UTION :,y:,TEM																	
SURVEY & LAYOUTS	7140	LF					1.65	11,781.00	1.65	11 781.00						0.0%	
FLUSH, BT & TEST	7140	LF					0.50	3,570.00	0.50	3,570.00						0.0".f.	
COMPACTION & DENSITIES	45	EA			18.70	841.50	10.00	450.00	28.70	1 291.50						0.0%	
12" DR18 PVC	340	LF	17.26	5 868.40			14.00	4 760.00	31.26	10 628.40						0 .0%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.80						0 .0%	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32,800.00	18.16	59 564.80						0.0%	
6" DR18 PVC	520	LF	4.71	2,449.20			8.00	4 160.00	12.71	6 609.20						0.0%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2,640.00	7.61	3 348.40						0 .0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30						0.0%	
LOCAT E WIRE BOXES	16	EA	148.61	2 377.76			100.00	1 600.00	248.61	3,977.76						0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08	571.20	0.20	1 428.00						OD	
12" BELL RESTRAINTS	6	EA	170,01	1 020.06			-	to0.00	600.00	270.01	1 620.06						0.0%	
10" BELL RESTRAINTS	58	EA	154.56	8 964.48			"	80.00	4 640.00	234.56	13 604.48						0.0",i,	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE D QTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	..
COMP	
8" BELL RESTRAINTS	75	EA	89.17	6.687.75			60.00	4 500.00	149.17	11 187.75						0.0%	
6" BELL RESTRAINTS	45	EA	53.50	2 407.50			40.00	1 800.00	93.50	4 207.50						0.0%	
CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
424.43	
424.43			
1 500.00	
1 500.00	
1 924.43	
1.924.43						

0 .0%	
12" MJ GATE VALVE	1	EA	2 027.06	2 027.06			400.00	400.00	2 427.06	2,427.06						0.0%	
10 " MJ GATE VALVE	8	EA	1 664.44	13 315.52			400.00	3 200.00	2,064.44	16 515.52						0.0'16	
8" MJ GATE VALVE	13	EA	1,086.64	14 126.32			275.00	3,575.00	1.361.64	17 701.32						0.0 %	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	2	EA	1 052.17	2 104.34			500.00	1 000.00	1 552.17	3,104.34						0.0%	
2" SAMPLE POINT	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

2	

EA	

3,059.25	

6 118.50			

1,000.00	

2 000.00	

4 059.25	

8,118.50						.....	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

10	

EA	

3,119.88	

31 198.80			

1,100.00	

11 000.00	

4 219.88	

42,198.80						

0.0%	
FIRE HYDRANTASSY (Wi 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

4	

EA	

3,260.17	

13 040.68			

1 200.00	

4 800.00	

4,460.17	

17 840.68						

0.0 %	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

1	

EA	

3,316.05	

3 316.05			

1 300.00	

1 300.00	

4 616.05	

4 616.05						

0.0%	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79						0.0%	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80						0.0%	
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20						0.0%	
8" MJ 11.25 BEND	27	EA	215.19	5 810.13			165.00	4 455.00	380.19	10 265.13						0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77						0.0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.9 9	1 110.99						00%	
10"X10" MJ TEE	3	EA	584.93	1.754.79			425.00	1,275.00	1 009.93	3 029.79						0.0%	
10"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47						0.0%	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99						0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1 356.03						0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80						0.0%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08						0.0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26						0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11,250.00	527.88	26 394.00						0 .0%	
SINGLE LONG SERVICES	9	EA	317.83	2 860.47			250.00	2,250.00	567.83	5 110.47						O.O'lf.	
DOUBLE LONG SERVICES
SURVEY & LAYOUTS	25
2960	EA
LF	905.12	22,628.00			275.00
1.65	6,875.00
4 884.00	1,180.12
1.65	29,503.00
4 884.00						0.0%	
																0.0 %	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1,480.00						0.0%	
COMPACTION & DENSITIES	19	EA	-		18.70	355.30	10.00	190.00	28.70	545.30						0.0%	
10" DR18 PVC	1980	LF	12.23	24,215.40			12.00	23 760.00	24.23	47 975.40						0 .0%	
8" DR18 PVC	420	LF	8.16	3 427.20			10.00	4 200.00	18.16	7 627.20						0 .0 '11,	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60						0.0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00						0 .0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32						0 .0%	
LOCATE WIRE BOXES	7	EA	148.61	1 040.27			100.00	700.00	248.61	1 740.27						0.0%	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1,480.00						0.0%	
10" BELL RESTRAINTS	45	EA	154.56	6,955.20			80.00	3 600.00	234.56	10 555.20						0.0%	
8" BELL RESTRAINTS	7	EA	89.17	624.19			60.00	420.00	149.17	1044.19						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
CONNECT TO 10" STUB-OUT FROM PHASE 4A WI 10" MJ LP SLEEVE	
1	
EA					
1 300.00	
1.300.00	
1 300.00	
1 300.00						

O.O'll,	
10" MJ GATE VALVE	5	EA	1,664.44	8.322.20			400.00	2,000.00	2,064.44	10 322.20						.0...0.%.	
8" MJ GATE VALVE	2	EA	1,086.64	2 173.28			275.00	550.00	1.361.64	2 723.28							
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	1	EA	1,052.17	1 052.17			500.00	500.00	1 552.17	1 552.17						0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						'·°"	
FIRE HYDRANT ASSY 0/J/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS\	

1	

EA	

3,059.25	

3 059.25			

1 000.00	

1,000.00	

4 059.25	

4 059.25						

0.0%	
FIRE HYDRANT ASSY (Wi 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, ROOS, BOLTS, NUTS AND
WASHERS\	

1	

EA	

3,119.88	

3119.88			

1 100.00	

1,100.00	

4 219.88	

4,219.88						

O.O'J6	

Page 5 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR
COST	
TOTAL UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

COMP	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE , RODS , BOLTS, NUTS AND
WASHERS\	

5	

EA	

3,260.17	

16 300.85			

1200.00	

6 000,00	

4 460.17	

22 300.85						

0.0%	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7,004.40						0....	
8"MJ11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19						0.0%	
6" MJ 11.25 BEND	3	EA	1 59.3 1	477.93			165.00	495.00	324.31	972.93						0.0'!1.	
1 O"X8" MJ TEE	2	EA	506.47	1 012.94			425.00	850.00	931.47	1 862.94						0.0%	
10" MJ PLUG	1	EA	198.54	198.54			75.00	75.00	273.54	273.54		-				0.0%	
8" MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53						O.O'lll	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90							
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96						0.0%	
SINGLE SHORT SERVICES	41	EA	3 12.19	12 799.79			225.00	9,225.00	537.19	22 024.79						0.0%	
SINGLE LONG SERVICES	8	EA	311.35	2 490.80			250.00	2 000.00	561.35	4 490.80						,0..0..%.	
DOUBLE LONG SERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24							
I U I AL Jt:A VVA I t=K UJ RIBU I IUN
SYSTEM				
339,729.87		
2,941.60		
241,543.20		
584,214.67						

0.0	
												Less Previous Draws ..... .. .......			
												Amount due this Draw. ...........			

JEA SANITARY :,tcvvER:, r:,,1EM																	
SURVEY & LAYOUTS	7210	LF					1.65	11 896.50	1.65	11,896.50						0.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20,548.50						0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13 613.60	10.00	7 280.00	28.70	20 893.60						0.0%	
DEWATER	5432	LF	2.80	15 209.60	5.50	29 876.00	4.45	24 172.40	12.75	69 258.00						0.0%	
8" SDR26 PVC-10-4>	196	LF	5.05	989.80			10.00	1,960.00	15.05	2 949.80						.0...0.%.	
8" SDR26 PVC14-6\	1134	LF	5.05	5 726.70			12.00	13,608.00	17.05	19 334.70							
8" SDR26 PVC	6-8)	1344	LF	5.05	6 787.20			14.00	18 816.00	19.05	25 603.20						0.0%	
8" SDR26 PVC	8-10\	1274	LF	5.05	6,433 70			17.00	21,658.00	22.05	28 091.70						0.0%
....	
8" SDR26 PVC	10-12\	1890	LF	5.05	9 544.50			19.00	35 910.00	24.05	45 454.50							
8" SDR26 PVC	12-14\	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20							
8" SDR26 PVC	4-6' HIGH LINE	448	LF	5.05	2 262.40			12,00	5 376.00	17.05	7 638.40						0.0%	
"A" MANHOLE	0-4' 139, 40\	2	EA	2,071.04	4 142.08			1 100.00	2 200.00	3,171.04	6 342.08						0.0%	
"A" MA NHOLE (4-6 ) (35, 36, 37, 47, 48, 49,
38 41, 42.)	
9	
EA	
1,992.58	
17 933.22			
1,300.00	
11 700.00	
3,292.58	
29 633.22						

0.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25, 26,
27.)	
7	
EA	
2,406.31	
16 844.17			
1 500.00	
10 500.00	
3 906,31	
27344.17						

0.0%	
"A" MANHOLE /8-10\ 144, 31, 28, 29, 30.\	4	EA	2,823 .61	11 294.44			1 800.00	7 200.00	4 623.61	18,494.44						0.0%	
LINED "A" MANHOLE 18-10\ 129\	1	EA	5 408.26	5,408.26			1 800.00	1 800.00	7 208.26	7 208.26						0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32)	
8	
EA	
3 372.88	
26 983.04			
2,200.00	
17 600.00	
5 572.88	
44 583.04						

0.0%	
"B" MANHOLE 110-12\ 133)	1	EA	3 477 .50	3 477.50			2 300.00	2,300.00	5 777.50	5 777.50						0.0%	
"B" MANHOLE 112-14\ 116 17.i	2	EA	3 862.70	7 725.40			2 600.00	5,200.00	6 462.70	12 925.40						0.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18\	
1	
EA	
10,559.71	
10,559,71			
3 000.00	
3,000.00	
13 559.71	
13,559.71						

0.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4 317.00						0.0%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4161.15			
150.00	
5 250.00	
268.89	
9411.15						'·""	
6"&8" BOOTS	111	EA	103.43	11 480.73			100.00	11,100.00	203.43	22 580.73						00%	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9,100.00	438.33	15,341.55						0.0%	
8" DROP BOWLS	3	EA	595.04	1 785.12			500.00	1 500.00	1,095.04	3 285.12						0.0%	
6" SERVICES & FITTINGS
SURVEY & LAYOUTS	111
2744	EA
LF	199.53	22,147.83			250.00
1.65	27,750.00
4 527.60	449.53
1.65	49,897.83
4 527.60						0.0%	
																0.0%	
SEWER TV & INSPECTION	2744	LF			1.85	5,076.40	1.00	2 744.00	2.85	7 820.40						O.D'lb	
COMPACTION & DENSITIES	222	EA			18,70	4,151.40	10.00	2,220.00	28.70	6 371.40						0.0%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9 856.00	3.63	6,504.96	12.75	22,848.00						0.0%	
8" SDR26 PVC /4-6\	952	LF	5.05	4,807.60			12.00	11,424.00	17.05	16 231.60						0,0111,	
8" SDR26 PVC 16-8\	952	LF	5.05	4 807.60			14.00	13 328.00	19.05	18 135.60						0.0%	
8" SDR26 PVC 18-10\	490	LF	5.05	2 474.50			18.00	8,820.00	23.05	11 294.50						0.0%	
8" SDR26 PVC 110-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50						0.0%	
"A" MANHOLE 10-4>119\	1	EA	2,071.04	2,071.04			1100.00	1100.00	3,171.04	3171.04						O.O'l,	
"A" MANHOLE 14-6\ 11, 2, 3, 4 20 21, 22\	7	EA	1 992.58	13 948.06			1,300.00	9 100.00	3 292.58	23 048.06						'·""	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

.....

.....

Page 6 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (6-81 (5 6, 7, 23 24)	

QTY.
5	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
12 031.55	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST
1 500.00	
TOTAL LABOR
COST	
TOTAL UNIT COST
3 906.31	
TOTAL MATERIAL & LABOR COST
19531.55	

STORED QTY	

VALUE QTY	

INSTALLE DQTY	

INSTALLED
VALUE	TOTAL INSTALLED & STORED
VALUE	
CO"MP	
		EA	2 406.31					7 500.00								0.0%	
"A" MANHOLE (8-10) (8, 9)	2	EA	2,823.61	5 647.22			1 800.00	3 600.00	4 623.61	9 247.22						0.0%	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH.	

1	

EA	

89.17	

89.17			

2 600.00	

2,600.00	

2 689.17	

2 689.17						

0.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17						

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2,878.00						0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2 250.00	268.89	4 033.35						0.0%	
6" & 8" BOOTS	63	EA	103.43	6 516.09			100.00	6 300,00	203.43	12 816.09						0.0%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2,674.95			260.00	3 900.00	438.33	6 574.95						'·°"	
6" SERVICES & FITTINGS	63	EA	197.78	12,460.14			250.00	15,750.00	447.78	28,210.14						0.0%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758,249.64						

0.0%	
												Less Previous Draws ············			
												Amount due this Draw... .... . ...			
																	
,_.i:;;M .;:iof'l,.1'111 IMf	.;:,i=vwi:;.r,. Lit" I .;:, 1 M IUN
SYSTEM																	
SURVEY & LA YOU TS	1	LS					2 700.00	2,700.00	2,700.00	2 700.00						0.0%	
COMPACTION & DE NSITIES	90	EA			18.70	1 683.00	10.00	900.00	28.70	2 583.00						0.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3 901.80	46.33	9 729.30						0.1'.)%	
57 STONE	20	TNS	47.56	951.20			10.00	200.00	57.56	1,151.20						0.0%	
WET WELL - LIFT STATION (21.4' DEEP\	1	EA	30,298.83	30 298.83			16 000.00	16 000.00	46 298.83	46 298.83						0.0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS			
278 000,00	
278 000.00	
27,800.00	
27 800.00	
305 800.00	
305 800.00						

0.0%	
CRANE/OPERATOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00						0.0%	
TRENCH BOX	2	EA	653.89	1,307.78			250.00	500.00	903.89	1 807.78						0.0%	
LIFT STA. WATER SERVICE SURVEY & LAYOUTS	1
1620	EA LF	738.18	738.18			500.00
1.65	500.00
2,673.00	1,238.18
1.65	1,238.18
2 673.00						0.0%	
																0.0%	
FLUSH	1620	LF					0.75	1,215.00	0.75	1 215.00						"·°"	
COMPACTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70						0.0%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12 800.00	12.71	20 336 00						0.0%	
LOCATE WIRE	4	RLS	83.22	332.88			50.00	200.00	133.22	532.88						00%	
LOCATEWIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44							
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51						0.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	3,078.03	3,078.03	495.00	495.00	1 300.00	1,300.00	4,873.03	4,873.03						0.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2 550.17	2,550.17			1 000.00	1 000.00	3,550.17	3 550.17							
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1 565.37	1,565.3 7						0.0%	
6" CASE /Bl CROSSING	1	EA	1 404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3,199.32	3 199.32						0.0%	
6" MJ 90 BEND	2	EA	309.11	618.22	495.00	990.00	165.00	330.00	969.11	1 938.22						0 ,0%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74						.0...0.%.	
6" MJ 11.25 BEND	2	EA	294.84	589.68	495.00	990.00	165.00	330.00	954.84	1 909.68							
CONNE<.;T Tu EXISTINc.; 8" STUB-OUT
WITH A 8"X6" MJ REDUCER	
1	
EA	
361.42	
361.42			
1,300.00	
1,300.00	
1,661.42	
1,661.42						,,.	
I U I AL ""'-M .;,r-,1,., I Mn. .;>a_ll'YLr· Lit" I
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428,146.77						....	
												Less Previous Draws .. ........			
												Amount due this Draw... ........			
																	
WATER AND SEWER AS-BUILTS																	
WATER AS-BUilTS	7140	LF					1.25	8 925.00	1.25	8 925.00						0.0%	
WATER AS-BUil TS	2960	LF					1.25	3 700.00	1.25	3 700.00						0.0%	
SEWERAS-BUILTS	7210	LF					1.25	9 012.50	1.25	9 012.50						0.0%	
SEWER AS-BU il TS	2744	LF					1.25	3.430.00	1.25	3.430.00						0.0%	
LIFT STATION AS-BU il TS	1	LS					3,600.00	3,600.00	3,600.00	3 600.00						.o...o.".'	
FORCE MAIN AS-BUilTS	1620	LF					1.25	2,025.00	1.25	2,025.00							

TOTAL WATER AND SEWER AS-BUilTS								
30,692.50		
30,692.50							
												Less Previous Draws .... ...... ...			
												Amount due this Draw. ...........			
												I				

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

\

.....
...

.

Page 7 of 8

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE: 101512018	SCHEDULE OF VALUES		

DESCRIPTION	

QlY .	
UNIT
MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED VALUE	

%
COMP	
,. ..,,.....,,, , ,...,, l:,Lt:.t:.Vt:l:,1-\i"LI
ELECITELEPHONE																	
2.5"' S LEE VES	250	LF					8.00	2,000.00	8.00	2 000.00						0.0%	
3" SLEEVES	250	LF					9.00	2,250.00	9.00	2 250.00						0.0%	
4" SLEEVES	500	LF					10.00	5,000.00	10.00	5 000.00						0.0%	
6" SLEEVES
IU f,\L,,.,..,..,...,r ,·~·· :;Lt=t=vt=:; .. u	500	EA					13.00	6,500.00	13.00	6,500.00		-				0.0%	

ELEC/TELEPHONE								
15,750.00		
15,750.00						

0.0%	
												Less Previous Draws	"			
												Amount due this Draw.............			
																	
LOTGRADING																	
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000 .00	150 400.00	4,000.00	150 400.00						0.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4 000.00	53 040.00	4 000.00	53 040.00						0.0%	
OVER-EXCAV ATE & BURY STRIPPINGS /
MOVE GENERATED GOOD DIRT TO PADS 4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28,123.20						,...	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY					
2.40	
21,511.20	
2.40	
21 511.20						

0.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 4B	
3892	
CY					
2.40	
9.340.80	
2.40	
9 340.80						

0.0':'.	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONSMOVED TO LOTS & LOT
PADS 4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00						

O.O'il.	
SP READ & COMPACT GENERATED GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 48	

11718	

CY					

0.60	

7,030.80	

0.60	

7 030.80						

0.0%	
SPREAD & CO MPACT DIRT FROM PHASE
4A GOING TO LOTS & PADS 48	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00						

0.0'4	
TOTAL LOT GRADING								392,952.00		392,952.00						0,0%	
												Less Previous Draws .............			
												Amount due this Draw.. ········			

PAYMENT AND PERFORMANCE BOND												I	I			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00		I	11	53,122.00	53,122.00	100.0%	
1uTAL P,nMEN 1 "ND PERFORM,.NCE
BOND								
53,122.00		
53,122.00		- 1	I	53,122.00	
53,122.00		
												Less Previous Draws ........... ...			
												Amount due this Draw ········	53,122.00		
			
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85		Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	53,122.00	
													5,312.20	
													47,809.80	
														
													47,809.80	

Page 8 of 8

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt of payment  of all sums  due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to it on
this application  for payment is	$	47,809.80 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	47,809.80 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished material  pursuant  to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the
County of Baker,	State of Florida,	this	25th	day of	OCT	, 2018.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: RICHARD JOHNS, II

Signature: /// Date Executed:

r;;(rL,.
7
10/25/18

State of Florida County of Baker

Subscribed  and sworn before me this	 	

2_5_th 

day of	OCT	, 2018.

Notary Public
My Commission Expires:
County of Residence:	Bradford

AO'BIN LYNNSMITH
Commission# GG14998&
Expliies January 25, 2022
Bonded TIWll NolilYSemca

 		- --    - - -    -···-	-   --·--    --   -   -- --	-	-	-	-	-	-	-    -- - •-	-	···-     --	-	-	-	-	-	-	-	-

$169,052.80 Total

$119,013.17 - Phase 4a
$  50,039.63 - Phase 4b
12/4/2018

Amelia  Walk  Community Development  District	CONTRACTOR: EARTHWORKS OF FLORIDA, LLC 475  WestTown  Place, Suite 114		11932 North State Road 121
St. Augustine, FL 32092	Macclenny, Florida 32063

APPLICATION  NUMBER :		Two (2)	REVISED	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	10/26/18
PERIOD TO	11/25/18	

DESCRIPTION OF WORK	SCHEDULED
VALUE	WORK COMPLETED	
STORED MATERIAL	TOTAL COMPLETED AND STORED
TO DATE	
%	BALANCE TO FINISH	RETAINAGE THIS DRAW

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10		
18,525.00		
18,525.00	
31%	
40,953.10	
1,852.50	
1,852.50	
CLEARING AND GRUBBING	199,733.00		59,000.00		59,000.00	30%	140,733.00	5,900.00	5,900.00	
SEEDING AND MULCHING AND SOD	229,877.57		-		-	0%	229,877.57	-	-	
EROSION AND SEDIMENT
CONTROL	
47,234.45		
31,717.00		
31,717.00	
67%	
15,517.45	
3,171.70	
3,171.70	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88		
6,594.44		
6,594.44	
50%	
6,594.45	
659.44	
659.44	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42		
-		-	
0%	
730,804.42	
-	
-	
ROADWAY CONSTRUCTION	1,249,525.28		-		-	0%	1,249,525.28	-	-	
STORM DRAINAGE SYSTEM	771,361.57		-		-	0%	771,361.57	-	-	

PAVING AND DRAINAGE AS-BUILTS	
31,310.00		
-		
-	
0%	
31,310.00	
-	
-	
JEA WATER DISTRIBUTION
SYSTEM	
584,214.67		
-		
-	
0%	
584,214.67	
-	
-	
JEA SANITARY SEWER SYSTEM	758,249.64		-		-	0%	758,249.64	-	-	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77		
-		
-	
0%	
428,146.77	
-	
-	
WATER AND SEWER AS-BUILTS	30,692.50		-		-	0%	30,692.50	-	-	
IRRIGATION SLEEVES AND
ELEC/TELEPHON E	
15,750.00		
-		
-	
0%	
15,750.00	
-	
-	
LOT GRADING	392,952.00		72,000.00		72,000.00	18%	320,952.00	7 200.00	7,200.00	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
5,312.20	
								-	-	

ORIGINAL CONTRACT AMT	5,595,640.85	53,122.00	187,836.44	-	240,958.44	4.31%	5,354,682.42	18,783.64	24,095.84	

										
										
TOTAL CONTRACT	5,595,640.85	53,122.00	187,836.44	-	240,958.44	4.31%	5,354,682.42	18,783.64	24,095.84	

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

Q TY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

COMP	

MOBILIZATION AND SITE PREPARATION																	
MOBLIZA TION	1	LS					10 000.00	10 000.00	10 000.00	10,000.00			1	5 000.00	5.000.00	50.0'lf,	
SURVEY & LAYOUTS 4A	1	LS					15 299.50	15,299.50	15 299.50	15 299.50			0.5	7 650.00	7 650.00	50.0%	
SURVEY & LAYOUTS 4B	1	LS					11 200.00	11,200.00	11 200.00	11 200.00			0.5	5 600.00	5 600.00	50.0%	
ASBUILTS 4A	1	LS					8 900.00	8 900.00	8 900.00	8 900.00						0 ,0'lf,	
AS BUILT S 4B	1	LS					5 000.00	5 000.00	5.000.00	5,000.00						0.0%	
DENSITY TESTING 4A & 48	278	EA			18.70	5,198.60	10.00	2,780.00	28.70	7,978.60						0.0%	
PROc;TuR	4	EA			225.00	900.00	50.00	200.00	275.00	1,100.00			1	275.00	275.00	25.0'lf,	
U\1-\L ,.,.._,,._,.,._,"-I"\,,.._,, l"\1\1'-' ;)I IC
PREPARATION						
6.098.60		
53,379.50		
59,478.10				
18,525.00	
18,525.00		
												Less Previous Draws ...... ........			
												Amount due this Draw.....	18,525.00		
																	
CLEARING AND GRUBBING																	
CLEAR AND GRUB 4A	25.4	AC					4 ODO.OD	101 600.00	4 000.00	101 600.00			10	40 000.00	40 000.00	39.4%	
CLEAR AND GRUB 48	5.07	AC					4 000.00	20 280.00	4 000.00	20 280.00			1	4,000.00	4 000.00	19.7%	
STRIP4A	40184	CY		-			1.50	60,276.00	1.50	60,276.00			10000	15 000.00	15 000.00	24.9%	
STRIP 4B	11718	CY					1.50	17,577.00	1.50	17,577.00						0.0",t,	
TOTAL CLEARING AND GRUBBING								199,733.00		199,733.00				59,000.00	59,000.00		
												Less Previous Draws ........ . .....			
												Amount due this Draw.......... ...	59,000.00		

"""ulNG ANuMUL<-nlNc, A1w SOD																	
SOD BEHIND CURB 1.67'	2524	SY			2.56	6 461.44	0.35	883.40	2.91	7 344.84						0.0'4	
SOD POND SLOPES 14 & 15	16944	SY			2.56	43 376.64	0.35	5 930.40	2.91	49 307.04						0.0'4	
SEED & MULCH NON-STRUCTURAL	21136	SY			0.36	7 608.96	0.20	4 227.20	0.56	11 836.16				-		0.0%	
SEED & MULCH ROW	20420	SY			0.36	7 351.20	0.20	4 084.00	0.56	11 435.20						0.0%	
SEED & MULCH LOTS	181813	SY			0.36	65 452.68	0.20	36 362.60	0.56	101 815.28						0.0 %	
SOD BEHIND CURB 1.67'	1067	SY			2.56	2,731.52	0.35	373.45	2.91	3 104.97						0.0'4	
SEED & MULCH NON STRUCTURAL	8061	SY			0.36	2.901.96	0.20	1 612.20	0.56	4,514.16						0 ,0%	
SEED & MULCH ROW	8183	SY			0.36	2 945.88	0.20	1,636.60	0.56	4 582.48						0 .0%	
SEED & MULCH LOTS	64174	SY			0.36	23,102.64	0.20	12,834.80	0.56	35,937.44						0.0".4	
IV	ML. t:t:,Ull'll\.:i f"\l'IV MULl;hll'IIV Ml'\IU
SOD						
16,932.92		
67,944.6 5		
229,877.57						

0.0%	
												Less Previous Draws 	•···..,,.			
												Amount due this Draw...... .....			
																	
EROSION AND SEDIMENT CONTROL																	
SILT FENCING 4A	9300	LF			0.86	7 998.00	1.11	10,323.00	1.97	18 321.00			9 300	18 321.00	18 321.00	
100 .0 'lf,	
SILT FENCING 4B	6800	LF			0.86	5,848.00	1.11	7 548.00	1.97	13 396.00			6800	13 396.00	13,396.00	100,0%	
INLET PROTECTION 4A	30	EA	148.61	4 458.30			75.00	2 250.00	223.61	6,708.30						0.0%	
INLET PROTECTION 4B	13	EA	148.61	1 931.93			75.00	975.00	223.61	2 906.93						0.0'4	
MAINTENANCE OF CONSTRUCTION ENTRANCE4A	
1	
EA	
951.11	
951.11			
2,000.00	
2 000.00	
2 951.11	
2,951.11						

0.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4B	
1	
EA	
951.11	
951.11			
2,000.00	
2,000.00	
2,951.11	
2,951.11						
0 ..	
TuTAL t:ROSIUN AND EDIMENT
CONTROL				
8,292.45		
13,846.00		
25,096.00		
47,234.45				
31,717.00	
31.717.00		
												Less Previous Draws ······ ······			
												Amount due this Draw.... .... ...	31,717.00		

STORMWATER POLLUTION
PREVENTION PLAN																	
NPDES PERMIT 4A	1	LS	594.44	594.44			6 000.01	6,000.01	6 594.45	6 594.44			0.5	3 297.22	3,297.22	50.0%	
NPDES PERMIT 48	1	LS	594.44	594.44			6,000.00	6,000.00	6,594.44	6,594.44			0.5	3,297.22	3,297.22	'°'"	
Tu  I AL  TUKMWA,    ""     PULLUTION
PREVENTION PLAN				
1,188.88				
12,000.01		
13,188.88				
6,594.44	
6,594.44		
												Less Previous Draws .. ............			
												Amount due this Draw.... ........	6,594.44		
												I				
												I	I				

Page 1 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID DATE : 10/5/2018					SCHEDULE OF VALUES					

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	

%
COMP	
STORMWATER MANAGEMENT FACILITY
CONSTRUCTION																	
OVER-EXCAVATE & BURY STRIPPINGS
FROM 4A MOVE GENERATEDGOOD DIRT TO PHASE 4B	

14935	

CY					

2.40	

35 844.00	

2.40	

35.844.00						

0.0%	
OVER-EXCAVA TE & BURY STRIPPINGS /
LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY					
2.40	
60 597.60	
2.40	
60.597.60						

00%	
POND 14 CUT TO POND FILL 4A	37	CY					2.40	88.80	2.40	88.80						0.0%	
EXCAVATE POND #14 / MOVE DIRT TO PAVED AREAS 4A	
2803	
CY					
2.40	
6,727.20	
2.40	
6 727.20						

0.0%	
EXCAVATE POND#14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY					
2.40	
1,144.80	
2.40	
1 144.80						

0.0%	
EXCAVATE POND #14 / MOVE DIRT TO RIGHT OF WAY 4A	
10223	
CY					
2.40	
24 535.20	
2.40	
24.535.20						
o.""	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY					
2.40	
212 899.20	
2.40	
212,899.20						
o,-	
POND 15 CUT TO POND FILL 4A	227	CY					2.40	544.80	2.40	544.80						0.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY					
2.40	
150 444.00	
2.40	
150 444.00						O."'	
E XCAVA TE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AR EAS 4A	
3914	
CY					
2.40	
9,393.60	
2.40	
9,393.60						

0.0%	
EXCAVATE POND# 15 MOVE DIRT TO PADS 4A	
41566	
CY					
2.40	
99 758.40	
2.40	
99 758.40						

0.,..	
EXCAVATE POND#15/LOAD & HAUL
OUT EXCESS DIRT 4A	
2332	
CY					
2.40	
5 596.80	
2.40	
5 596.80						

0.0%	
EXCAVATE FROM POND 14 4B MOVE DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY					
2.40	
4 992.00	
2.40	
4.992.00						

0.0%	
STATION BALANCE4B	7732	CY					2.40	18 556,80	2.40	18 556.80						0."-'	
DEWATER4A	253156	CY	0.10	25 315.60			0.15	38 815.90	0.25	64 131.50						0.0%	
DEWATER 4B	11718	CY	0.12	1 406.16			0.12	1 406.16	0.24	2 812.32		-				0.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY					
2.40	
2 596.80	
2.40	
2,596.80						

0.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY					
2.40	
134.40	
2.40	
134.40						

0.0%	
PAVING AREA EXCESS MOVE EXCESS DIRT TO LOTS AREAS 4B	
113	
CY					
2.40	
271.20	
2.40	
271.20						

0.0%	
SPREAD & COMPACT STATION
BALANCE 4B	
7732	
CY					
0.60	
4 639,20	
0.60	
4 639.20						

0,0%	
SPREAD & COMPACT DIRT FROM PHASE 4A IN 4B	
2050	
CY					
0.60	
1 230.00	
0.60	
1.230.00						

0.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY					
0.60	
750.60	
0.60	
750,60						

00%	

MACHINE DRESS NON-STRUCTURAL 4B	
8061	
SY					
0.32	
2 579.52	
0.32	
2 579.52						

0.0%	
"""_,HINE DRESS LO IS 4B	64174	SY					0.32	20,535.68	0.32	20.535.68						0.0%	
TOTAL STORMWATER MANAGEMENT
FACILITY CONSTRUCTION				
26,721.76				
704,082.66		
730,804.42							
												Less Previous Draws ... ······· ...			
												Amount due this Draw.	...........			
																		
KUAUWAY <CUNTKUlC I IUN																	
STATION BALANCE 4A	11456	CY					2.40	27.494.40	2.40	27 494.40						0.0%	
SPREAD & COMPACT STATION
BALANCE 4A	
11456	
CY					
0.60	
6 873.60	
0.60	
6,873.60						

0.0%	
SPREAD & COMPACT DIRT FROM POND
EXCAVATIONS 4A	
17681	
CY					
0.60	
10 608.60	
0.60	
10 608.60						

O.O"li,	
REGRADE AFTER UGE 4A	40240	SY		-			0.50	20 120.00	0.50	20,120.00						0.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY					0.30	6 126.00	0.30	6,126.00						0.0%	

MACHINE DRESS NON-STRUCTURAL 4A	
21136	
SY					
0.30	
6 340.80	
0.30	
6 340.80						

0.,..	
MACHINE DRESS POND SLOPES 4A	16944	SY					0.60	10 166.40	0.60	10 166.40						0.0%	
MACHINE DRESS LOTS 4A	18181 3	SY					0.30	54 543.90	0.30	54 543.90						0.0%	
REGRADE AFTER UGE 4B	16498	SY					0.50	8 249.00	0.50	8 249.00						OD•	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY					0.30	2,454.90	0.30	2 454.90						0.0%	
SURVEY & LAYOUT	1	LS				-	2 2,500.00	22 500.00	22 500.00	22 500.00						00%	
MOT	1	LS	594.44	594.44			1 000.00	1,000.00	1 594.44	1 594.44						0.0%	
DENSITIES	96	EA			18.70	1 795.20	10.00	960.00	28.70	2 755.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						.0...0%.	
LBR TEST	27	EA			247.50	6 682,50	50.00	1,350.00	297.50	8,032.50							
12" STABLIZATION LBR 4012350 TNl	21316	SY	2.80	59 684.80			1.50	31 974.00	4.30	91 658.80						O.O"h	
GRADE CURB PAD	13600	LF					0.65	8 840.00	0.65	8 840.00						0.0%	
MIAMI CURB & GUTTER	13600	LF			8.50	115 600.00	0.85	11 560.00	9.35	127 160.00						0.0%	
FINE GRADE BETWEEN CURBS	18293	SY			1.19	21 768.67	,-,age< or '!l .12	2,195.16	1.31	23 963.83						0.0%	

CUSTOMER: AMELIA WALK COD PROJECT : AMELIA WALK PH 4A & 48

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT
COST	
TOTAL MATERIAL
COST	

UNIT SUB
COST	

TOTAL SUB
COST	
UNIT LABOR
COST	
TOTAL LABOR
COST	
TOTAL UNIT
COST	
TOTAL MATERIAL & LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DQTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

%
cow	
SIDEWALK	1228	SY			31.50	38 682.00	3.15	3 868.20	34.65	42,550.20						0.0%	
H/C RAMPS	18	SF			195.00	3 510.00	150.00	2 700.00	345.00	6 210.00						0.0%	
ADA MATS	270	SF			32.23	8 702.10	3.23	872.10	35.46	9 574.20						0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA			75.00	1,125.00	50.00	750.00	125.00	1 875.00						0.0	
6" LIMEROCK (6050 TN)	18293	SY	8.39	153,478.27	2.40	43 903.20	0.24	4 390.32	11.03	201,771.79						OJ)%	
PRIME	18293	SY			0.56	10,244.08	0.06	1 097.58	0.62	11 341.66						0.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY			9.22	168.661.46	0.92	16,829.56	10.14	185.491.02						0.0%	
ASPHALT CORES	35	EA			75.00	2 625.00	50.00	1,750.00	125.00	4,375.00						0.0%	
SIGNAGE & STRIPING SURVEY & LAYOUT	1
1	LS LS			5,917.00	5,917.00	500.00
9 500.00	500.00
9.500.00	6,417.00
9 500.00	6,417.00
9 500.00						0.0",i,	
																0.0%	
MOT	1	LS	594.44	. 594.44			1 000.00	1 ODO.DO	1 594.44	1 594.44						0.0%	
DENSITIES	36	EA			18.70	673.20	10.00	360.00	28.70	1 033.20						0.0%	
PROCTOR	2	EA			225.00	450.00	50.00	100.00	275.00	550.00						0.0%	
LBR TEST	10	EA			247.50	2 475.00	50.00	500.00	297.50	2,975.00						0.0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	4.20	38031.00			1.50	13,582.50	5.70	51 613.50						0.0%	
GRADE CURB PAD	5750	LF					0.65	3 737.50	0.65	3 737.50						0.0%	
MIAMI CURB & GUTTER	5750	LF			8.50	48 875.00	0.85	4 887.50	9.35	53 762.50						0.0%	
FINE GRADE BETWEEN CURBS	7780	SY			1.29	10 036.20	0.13	1 011.40	1.42	11,047.60						O.O'lL	
SIDEWALK	536	SY			31.50	16 884.00	3.15	1 688.40	34.65	18 572.40						0 ,0%	
H/C RAMPS	11	EA			195.00	2 145.00	150.00	1 650.00	345.00	3,795.00						0.0%	
ADA MATS	165	SF			32.23	5 317.95	3.23	532.95	35.46	5,850.90						0.0%	
CONCRETE CYLINDER (EA 4 SET\	7	EA			75.00	525.00	50.00	350.00	125.00	875.00						0 .0%	
6" LIMEROCK (2575 TN)	7780	SY	8.40	65,352.00	2.56	19 916.80	0.26	2 022.80	11.22	87 291.60						0.0%	
PRIME	7780	SY			0.56	4 356.80	0.06	466.80	0.62	4 823.60						O.O'JI,	
1 . 5" SP-9.5 ASPHALT PAVING	7780	SY			9.46	73 598.80	0.95	7 391.00	10.41	80 989.80						0.0%	
ASPHALT CORES	15	EA			75.00	1,125.00	SO.OD	750 .00	125.00	1,875.00						0 .0%	
Tv  ML RJN.uvvAY	TIUN				317,734.95		616,044,96		315,745.37		1,249,525.28						0.0%	
												Less Previou s Draws .............			
												Amount due this Draw.............			

"'TUt<M DRAINAGE "'T "'TEM																	
SURVEY & LAYOUTS	4128	LF					1.65	6 811.20	1.65	6 811.20						0.0%	
STORM TV & INSPECTION	4128	LF			1.85	7 636.80	1.00	4 128.00	2.85	11 764.80						0.0%	
COMPACTION & DENSITIES	570	EA			18.70	10,659.00	10.00	5,700.00	28.70	16 359.00						00%	
DEWATER (6' OR DEEPER\	2984	LF	4.20	12 532.80	5.50	16 412.00	3.05	9,101.20	12.75	38 046.00						0.0"4	
18" RCP (4-61	256	LF	20.87	5 342.72			14.00	3,584.00	34.87	8,926.72						0.0%	
18" RCP (6-8)	352	LF	20.87	7 346.24			16.00	5 632.00	36.87	12 978.24						0.0%	
24" RCP (0-4) !TRIPLE BARREL/ 104' X 31	312	LF	31.78	9,915.36			25.00	7 800.00	56.78	17 715.36						
0.0'!1.	
24" RCP (4-6)	176	LF	31.78	5 593.28			16.00	2 816.00	47.78	8,409.28						0.0%	
24" RCP (6-8)	944	LF	31.78	30 000.32			18.00	16,992.00	49.78	46 992.32						0.0 %	
24" RCP (8-10)	216	LF	31.78	6,864.48			21.00	4 536.00	52.78	11,400.48						0.0%	
30" RCP (6-8)	216	LF	45.14	9 750.24			20.00	4 320.00	65.14	14 070.24						O.O'llo	
36" RCP (4-6)	400	LF	63.07	25,228.00			20.00	8 000.00	83.07	33 228.00						0.0%	
36" RCP (6-8)	680	LF	63.07	42 887.60			22.00	14 960.00	85.07	57,847.60						0.0%	
36" RCP (8-10)	152	LF	63.07	9 586.64			25.00	3,800.00	88.07	13,386.64						0.0%	
42" RCP (8-1Dl	424	LF	78.67	33 356.08			27.00	11 448.00	105.67	44 804.08						0.0'14	

PIPE LUBE (.0117 PL$. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67					
17.83	
873.67						

0 .0%	
PIPE DIAPERS	12	RLS	89.17	1,070.04			100.00	1 200.00	189.17	2 270.04						0.0%	
SINGLE CURB INLET (4-6) (41, 42, 43, 51,
52 111, 112, 131 151.)	
9	
EA	
1,933.13	
17 398.17			
1,300.00	
11 700.00	
3 233.13	
29098.17						.....	
SINGLE CURB INLET (6-8) (71, 72, 92, 81,
82, 61 62, 102 132 113)	
10	
EA	
2,411.07	
24,110.70			
1 500.00	
15 ODO. DO	
3 911.07	
39,110.70						

0.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
3,873.40	
11 620.20			
1 800.00	
5,400.00	
5,673.40	
17 020.20						,..	
DOUBLE CURB INLET (0-4) (101)	1	EA	3,404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98						0.0%	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	4 559.39	9 118.78			1 600.00	3 200.00	6 159.39	12 318.78						0.0"4	
DOUBLE CURB INLET (8-10\ (141)	1	EA	4,948.16	4,948.16			1 900.00	1 900.00	6 848.16	6 848.16						0.0%	
MODIFIED "E" INLET CTRL. STR. (4-6) 1(203)	
1	
EA	
2 880.68	
2 880.68			
1 300.00	
1 300.00	
4 180.68	
4 180.68						

0.0%	
MODIFIED "H" INLET CTRL. STR. (4-6) 1(201)	
1	
EA	
5 155.02	
5 155.02			
1,500.00	
1 500.00	
6 655.02	
6 655.02						

0.0%	
MODIFIED "H" INLET CTRL. $ TR. (8-10)
1(121)	
1	
EA	
5,864.79	
5 864.79			
1 800.00	
1 800.00	
7 664.79	
7 664.79						

0.0%	
STORM MANHOLE (8-10) (202)	1	EA	2,776.06	2,776.06			1 700.00	1 700.00	4,476.06	4 476.06						0.0%	
TRIPLE 24" MES	6	EA	628.92	3 773.52			1,200.00	7 200.00	1 828.92	10 973.52						0.0%	
INVERTS	30	EA	231.83	6 954.90			260.00	7,800.00	491.83	14 754.90						0.0%	
18" PRECAST MES (44, 53)	2	EA	366.18	732.36			400.00	800.00	766.18	1,532.36						0.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63 103)	
7	
EA	
628.92	
4 402.44			-	4nn.oo	
2 800.00	
1 028.92	
7 202.44						

0 0%	
30" PRECAST MES (114)	1	EA	889.29	889.29			- ,               V	700.00	700.00	1 589.29	1 589.29						0.0%	

CUSTOMER: AMELIA WALK COO PROJECT: AMELIA WALK PH 4A & 4B

BIO DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

36" PRECAST MES (1341	

QTY.	
UNIT MEASU RE
EA	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
1 135.39	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED&
STORED VALUE	

COMP	
	1		1,135.39				700.00	700.00	1 835.39	1 835.39						0.0%	
42" PIPE MITERED (1241	1	EA	1 779.05	1 779.05			500.00	500.00	2 279.05	2,279.05						0.0%	
42" MES GIP CONCRETE APRON	1	EA			2 ODO.DO	2,000.00	260.00	260.00	2,260.00	2 260.00						0.0%	
57 STONE	100	TNS	47.67	4 767.00			10.00	1,000.00	57.67	5 767.00						0.0%	
MISCELLANEOUS MATERIAL	1	LS	1 188.89	1 188.89					1,188.89	1,188.89						0.0%	
UNDERDRAIN STUBS	1040	LF	2.79	2,901.60			14.00	14 560.00	16.79	17 461.60						0.0%	
57 STONE	300	TNS	47.67	14 301.00					47.67	14 301.00						0.0%	
FABRIC	3	RL	386.39	1 159.17					386.39	1 159.17						0.0%	
6" END CAPS SURVEY & LAYOUTS	52
1560	EA
LF	9 .51	494.52			
1.65	
2,574.00	9.51
1.65	494.52
2 574.00						0.0%	
																0.0%	
STORM TV & INSPECTION	1560	LF			1.85	2 886.00	1.00	1 560.00	2.85	4 446.00						0....	
COMPACTION & DENSITIES	226	EA			18.70	4 226.20	10.00	2 260.00	28.70	6 486.20						0.0%	
DEWATER	1128	LF	3.47	3 914.16	5.50	6 204.00	3.78	4 263.84	12.75	14 382.00						0.0%	
15" RCP (6-81	32	LF	14.81	473.92			14.00	448.00	28.81	921.92						0.0%	
18" RCP l0-41	304	LF	20.87	6 344.48			12.00	3 648.00	32.87	9,992.48						0.0%	
18" RCP 4-61	128	LF	20.87	2 671.36			14.00	1,792.00	34.87	4.463.36						0.0%	
18" RCP	6-81	216	LF	20.87	4,507.92			16.00	3 456.00	36.87	7 963.92						0.0".1.,	
24" RCP	6-81	32	LF	31.78	1 016.96			18.00	576.00	49.78	1,592.96						0.0%	
30" RCP	8-10\	288	LF	45.14	13,000.32			23.00	6 624.00	68.14	19 624.32						0.0%	
36" RCP	6-81	328	LF	63.07	20 686.96			23.00	7,544.00	86.07	28 230.96						0 .0%	
36" RCP	8-10)	232	LF	63.07	14 632.24			25.00	5 BOO.OD	88.07	20,432.24						0.0%	
PIPE LUBE 1.0117 PLS. PER 1' OF PIPE\	19	EA	17.83	338.77					17.83	338.77						
0.0%	
PIPE DIAPERS	5	RLS	89.17	445.85			100.00	500.00	189.17	945.85						0.0%	

SINGLE CURB INLET /0-41 /S-11I	
1	
EA	
1,833.27	
1 833.27			
1100.00	
1,100.00	
2.933.27	
2,933.27						

0.0'11,	
SINGLE CURB INLET (4-6) (S-21, S-22, S-
31, S-32)	
4	
EA	
1,933.13	
7 732.52			
1,300.00	
5 200.00	
3 233.13	
12 932.52						

0.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7, S-8, S-12)	
5	
EA	
2.411.07	
12,055.35			
1 500.00	
7,500.00	
3 911.07	
19,555.35						

0.0%	
SINGLE CURB INLET (8-10) /S-51	1	EA	3,873.40	3 873.40			1 800.00	1 800.00	5 673.40	5 673.40						0.0%	
DOUBLE CURB INLET (0-41 /S- 3\	1	EA	3,404.98	3 404.98			1 200.00	1 200.00	4 604.98	4 604.98						
0.0%	
DOUBLE CURB INLET /6-81/S-1I	1	EA	4 559.39	4.559.39			1 600.00	1 600.00	6.159.39	6 159.39						O.O'i!,	
STORM MANHOLE /8-1OI rS-6I	1	EA	2 776.06	2 776.06			1 700.00	1 700.00	4 476.06	4 476.06						0.0%	
INVERTS	14	EA	231.83	3 245.62			260.00	3 640.00	491.83	6 885.62						0.0%	
18" PRECAST MES	3	EA	366.18	1,098.54			400.00	1,200.00	766.18	2 298.54						
0 .0%	
36" PRECAST MES	1	EA	1,1 35.39	1 135.39			700.00	700.00	1,835.39	1 835.39						0 0",	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.0¾	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89					1 188.89	1 188.89						0.0%	
UNDERDRAIN STUBS	520	LF	2.79	1 450.80			14.00	7 280.00	16.79	6 730.80						
0.0%	
57 STONE	150	TNS	47.56	7 134.00					47.56	7 134.00						0.0%	
FABRIC	2	RL	386.39	772.78					386.39	772.78						0.0%	
6 " END CAPS	26	EA	9.51	247.26					9.51	247.26						0.0%	
TuTAL.:, 1 uRM un.'"'-INAut:..:, .:,Tt:M				455,023.33		50,024.00		266,314.24		771,361.57						0.0%	
												Less Previous Draws ...., .........			
												Amount due this Draw....	········			

f--	
PAVING AND DRAINAGE AS-BUilTS																	
PAVING AS-BUilTS	1	LS					17 000.00	17 000.00	17 000.00	17 000.00						00¾	
PAVING AS-BUil TS	1	LS					7,200.00	7 200.00	7 200.00	7 200.00						0.0%	
DRAINAGE AS-BUilTS	4128	LF					1.25	5,160.00	1.25	5 160.00						0.0%	
DRAINAGE AS-BUil TS	1560	LF					1.25	1,950.00	1.25	1,950.00						,O O'll,	
TuTAL PAVING AND DRAINAuE A::>-
BUILTS								
31,310.00		
31,310.00							
												Less Previous Draws .. ............			
												Amount due this Draw.. .. ·······			

JEA WA c" Db, moUTIUN ::>Y:sTt:M																	
SURVEY & LAYOUTS	7140	LF					1.65	11,781.00	1.65	11,781.00						OD%	
FLUSH. BT & TEST	7140	LF					0.50	3 570.00	0.50	3 570.00						0.0	
COMPACTION & DENSITIES	45	EA			16.70	841.50	10.00	450.00	28.70	1 291.50						0.0%	
12" DR18 PVC	340	LF	17.26	5 668.40			14.00	4 760.00	31.26	10 626.40						0.0%	
10" DR18 PVC	2560	LF	12.23	31 308.80			12.00	30 720.00	24.23	62 028.60						oo,.	
8" DR18 PVC	3280	LF	8.16	26 764.80			10.00	32 600.00	16.16	59,564.80						0.0%	
6" DR18 PVC	520	LF	4.71	2 449.20			8.00	4160.00	12.71	6 609.20						0.0%	
2" POLY PIPE	440	LF	1.61	708.40			6.00	2,640.00	7.61	3 348.40						,....
0.0%	
LOCATE WIRE	15	RL	83.22	1 248.30			50.00	750.00	133.22	1 998.30							
LOCATE WIRE BOXES	16	EA	148.61	2 377.76			100.00	1 600.00	248.61	3 977.76						0.0%	
LOCATE WIRE TESTING	7140	LF			0.12	856.80	0.08
-	571.20	0.20	1 428.00						0.0¾	
12" BELL RESTRAINTS	6	EA	170.01	1 020.06			,t _1.0{)_QQ	6 00.00	270.01	1620.06						0.0¾	
10" BELL RESTRAINTS	58	EA	154.56	8 964.48			80.00	4 640.00	234.56	13 604.48						0.0%	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL
COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST	
TOTAL LABOR COST	
TOTAL UNIT COST	
TOTAL MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED & STORED
VALUE	

% COMP	
8" BELL RESTRAINTS	75	EA	89.17	6 687.75			60.00	4 500.00	149.17	11 187.75						'·""'	
6" BELL RESTRAINTS	45	EA	53.50	2,407.50			40.00	1 800.00	93.50	4 207.50						0.0%	
CONNECT TO EXISTING 12" STUB OUT WITH A 12"X12 '" MJ LONG SLEEVE	
1	
EA	
424.43	
424.43			
1 500.00	
1 500.00	
1,924.43	
1 924.43						'·""	
12 " MJ GATE VALVE	1	EA	2,027.06	2 027.06			400.00	400.00	2 427.06	2 427.06						0.0%	
10" MJ GATE VALVE	8	EA	1,664.44	13 315.52			400.00	3 200.00	2 064.44	16 515.52						0.0%	
8" MJ GATE VALVE	13	EA	1,086.64	14,126.32			275.00	3 575.00	1,361.64	17 701.32						Q,Q'll,	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						0.0%	
2" FLUSHING HYDRANT	2	EA	1,052.17	2 104.34			500.00	1 000.00	1 552.17	3,104.34						O.<J%	
2" SAMPLE POINT	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY 0f'l/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS\	

2	

EA	

3 059.25	

6,118.50			

1 000.00	

2 000.00	

4 059.25	

8,118.50						

0.0%	
FIRE HYDRANT ASSY 0f'I/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS , BOLTS, NUTS &
WASHERS\	

10	

EA	

3,119.88	

31,198.80			

1 100.00	

11 000.00	

4 219.88	

42 198.80						
'·""'	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

4	

EA	

3260.17	

13 040.68			

1 200.00	

4 800.00	

4 460.17	

17 840.68						

oo•	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS &
WASHERS)	

1	

EA	

3,316.05	

3 316.05			

1 300.00	

1,300.00	

4 616.05	

4 616.05						

0.0%
,..'.	
10" MJ 90 BEND	1	EA	407.79	407.79			175.00	175.00	582.79	582.79						Q_Q ll,	
10" MJ 22.5 BEND	1	EA	363.80	363.80			175.00	175.00	538.80	538.80							
10" MJ 11.25 BEND	14	EA	363.80	5 093.20			175.00	2 450.00	538.80	7 543.20						'·""	
8" MJ 11.25 BEND	27	EA	215.19	5,810.13			165.00	4 455.00	380.19	10265.13						0.0%	
6" MJ 11.25 BEND	1	EA	174.77	174.77			165.00	165.00	339.77	339.77						0 .0%	
12"X10" MJ TEE	1	EA	685.99	685.99			425.00	425.00	1 110.99	1 110.99						0.0%	
10"X10" MJ TEE	3	EA	584.93	1 754.79			425.00	1 275.00	1 009.93	3,029.79						'·""	
1 0"X8" MJ TEE	1	EA	506.47	506.47			425.00	425.00	931.47	931.47						0.0'<	
12"X10" MJ RDUCER	1	EA	364.99	364.99			225.00	225.00	589.99	589.99					-	0.0%	
10"X8" MJ REDUCER	3	EA	277.01	831.03			175.00	525.00	452.01	1,356.03						0.0%	
8"X6" MJ REDUCER	2	EA	181.90	363.80			165.00	330.00	346.90	693.80						OJ)%	
10" MJ PLUG	2	EA	198.54	397.08			75.00	150.00	273.54	547.08						0,0%	
6"X2" TAP CAP	2	EA	274.63	549.26			50.00	100.00	324.63	649.26						0.0%	
SINGLE SHORT SERVICES	50	EA	302.88	15 144.00			225.00	11 250.00	527.88	26 394.00						0.0%	
SINGLE LONG SERVICES	9	EA	317.83	2,860.47			250.00	2,250.00	567.83	5 110.47						0.0%	
DOUBLE LONG SERVICES
SURVEY & LAYOUTS	25
2960	EA
LF	905.12	22,628.00			275.00
1.65	6,875.00
4,884.00	1,180.12
1.65	29,503.00
4 884.00						'·""	
																0.0%	
FLUSH BT & TEST	2960	LF					0.50	1 480.00	0.50	1 480.00						00%	
COMPACTION & DENSITIES	19	EA			18.70	355.30	10.00	190.00	28.70	545.30						0.0	
10" DR18 PVC	1980	LF	12.23	24,215.40			12.00	23,760.00	24.23	47,975.40						0.0,&	
8" DR18 PVC	420	LF	8.16	3 427 .20			10.00	4 200.00	18.16	7 627.20						'·""	
6" DR18 PVC	360	LF	4.71	1 695.60			8.00	2 880.00	12.71	4 575.60						0 .0%	
2" POLY PIPE	200	LF	1.61	322.00			6.00	1 200.00	7.61	1 522.00						0.0%	
LOCATE WIRE	6	LF	83.22	499.32			50.00	300.00	133.22	799.32						O.O'll>	
LOCATE WIRE BOXES	7	EA	148 .61	1 040.27			100.00	700.00	248.61	1 740.27						O.O'lo	
LOCATE WIRE TESTING	2960	LF			0.30	888.00	0.20	592.00	0.50	1,480.00						0.0'?4	
10" BELL RESTRAINTS	45	EA	154.56	6 955.20			80.00	3 600.00	234 .56	10,555.20						0.0%	
8" BELL RESTRAINTS	7	EA	89.17	624.19			60.00	420.00	149.17	1,044.19						0.0%	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						00	
CONNECT TO 10" STUB-OUT FROM PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA					
1 300.00	
1 300.00	
1,300.00	
1 300.00						

0.0%	
10" MJ GATE VALVE	5	EA	1 6 64.44	8 322.20			400.00	2 000.00	2 064.44	10 322.20						0.0%	
8" MJ GATE VALVE	2	EA	1,086.64	2 173.28			275.00	550.00	1 361.64	2 723.28						0.0%	
6" MJ GATE VALVE	2	EA	737.11	1 474.22			275.00	550.00	1 012.11	2 024.22						OJl'I<	
2" FLUSHING HYDRANT	1	EA	1,052.17	1,052.17			500.00	500.00	1 552.17	1 552.17						0.0%	
SAMPLE POINTS	2	EA	142.67	285.34			150.00	300.00	292.67	585.34						0.0%	
FIRE HYDRANT ASSY  (W/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-
18 PIPE, RODS, BOLTS, NUTS AND
WASHERS\	

1	

EA	

3,059.25	

3 059.25			

1 000.00	

1,000.00	

4 059.25	

4 059.25						

0.0%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS\	

1	

EA	

3,119.88	

3 119.88			

1,100.00	

1 100.00	

4 219.88	

4 219.88						

O.O'lio	

Page 5 of 8

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB
COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL UNIT
COST	
TOTAL
MATERIAL &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	
•
COMP	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE.
6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR
18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

5	

EA	

3,260.17	

16 300.85			

1 200.00	

6 000.00	

4 460.17	

22 300.85						

0.0,.	
10" MJ 11.25 BEND	13	EA	363.80	4 729.40			175.00	2 275.00	538.80	7,004.40						0....	
8" MJ 11.25 BEND	1	EA	215.19	215.19			165.00	165.00	380.19	380.19						0...	
6" MJ 11.25 BEND	3	EA	159.31	477.93			165.00	495.00	324.31	972.93						0.0%	
10"X8" MJ TEE	2	EA	506.47	1,012.94			425.00	850.00	931.47	1 862.94						0.0%	
10" MJ PLUG	1	EA	198.54	198.54			75.00	75.00	273.54	273.54						0.0	
8"MJ PLUG	1	EA	135.53	135.53			65.00	65.00	200.53	200.53						00'4	
8"X6" MJ REDUCER	1	EA	181.90	181.90			165.00	165.00	346.90	346.90						0.0%	
6"X2" TAP CAP	1	EA	175.96	175.96			65.00	65.00	240.96	240.96						0.0%	
SINGLE SHORT SERVICES	41	EA	312.19	12,799.79			225.00	9 225.00	537.19	22 024.79						0.0%
,	
SINGLE LONG SERVICES	8	EA	311.35	2 490.80			250.00	2 000.00	561.35	4 490.80						,	
Du UBLE LONG :, ERVICES	8	EA	906.53	7,252.24			275.00	2,200.00	1,181.53	9,452.24							
I U I M.L JC:1-\ YYA I Ct\ UI.) I r\lCU IVN
SYSTEM				
339,729.87		
2,941.60		
241,543.20		
584,214.67						

0.0%	
												Less Previous Draws . ....... .....			
												Amount due this Draw... ... ... . ..			

JEA SAM "RY SEWEt< ;:,r;:,TEM																	
SURVEY & LAYOUTS	7210	LF					1.65	11.896.50	1.65	11 896.50						0.0%	
SEWER TV & INSPECTION	7210	LF			1.85	13 338.50	1.00	7 210.00	2.85	20.548.50						0.0%	
COMPACTION & DENSITIES	728	EA			18.70	13 613.60	10.00	7.280 00	28.70	20 893.60						0.0%	
DEWATER	5432	LF	2.80	15.209.60	5.50	29.876.00	4.45	24 172.40	12.75	69 258.00						0.0%	
8" SDR26 PVC	0-4\	196	LF	5.05	989.80			10.00	1 960.00	15.05	2,949.80						0.0"-'	
8" SDR26 PVC	4-6)	1134	LF	5.05	5 726.70			12.00	13 608.00	17.05	19 334.70						0.0%	
8" SDR26 PVC	6-81	1344	LF	5.05	6,787.20			14.00	18,816.00	19.05	25.603.20						0.0%	
8" SDR26 PVC	8-101	1274	LF	5.05	6 433.70			17.00	21 658.00	22.05	28 091.70						0.0%	
8" SDR26 PVC	10-12)	1890	LF	5.05	9 544.50			19.00	35,910.00	24.05	45 454.50						0.0%	
8" SDR26 PVC	12-14)	924	LF	5.05	4 666.20			22.00	20 328.00	27.05	24 994.20						0.0%	
8" SDR26 PVC	4-6) HIGH LINE	448	LF	5.05	2 262.40			12.00	5 376.00	17.05	7 638.40						0.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	2.071.04	4 142.08			1 100.00	2,200.00	3 171.04	6.342.08						0.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48, 49,
38 41 42.)	
9	
EA	
1,992.58	
17 933.22			
1,300.00	
11 700.00	
3 292.58	
29 633.22						

O.Oo/,	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25, 26,
27.)	
7	
EA	
2,406.31	
16 844.17			
1 500.00	
10 500.00	
3 906.31	
27 344.17						'·'"'	
"A" MANHOLE (8-101 (44, 31, 28 29, 30.l	4	EA	2,823.61	11 294.44			1.800.00	7 200.00	4,623.61	18 494.44						0.0%	
LINED "A" MANHOLE (8-10) (29)	1	EA	5 408.26	5 408.26			1.800 00	1 800.00	7 208.26	7,208.26						0.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15 34 32)	
8	
EA	
3,372.88	
26.983.04			
2 200.00	
17 600.00	
5,572.88	
44 58304						

0.0%	
"B" MANHOLE (10-12) (33)	1	EA	3,477.50	3 477.50			2 300.00	2,300.00	5 777.50	5 777.50						0.0%	
"B" MANHOLE (12-14\ (16, 17.l	2	EA	3,862.70	7,725.40			2 600.00	5 200.00	6 462.70	12 925.40						0.0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 181	
1	
EA	
10 559.71	
10 559.71			
3 000.00	
3 000.00	
13 559.71	
13 559.71						

0.0%	
57 STONE	75	TNS	47.56	3 567.00			10.00	750.00	57.56	4,317.00						0.0%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE\	
35	
EA	
118.89	
4,161.15			
150.00	
5,250.00	
268.89	
9 411.15						

O.O'll.	
6 " & 8" BOOTS	111	EA	103.43	11,480.73			100.00	11 100.00	203.43	22 580.73						0 0%	
MANHOLE ADJUSTMENTS	35	EA	178.33	6 241.55			260.00	9 100.00	438.33	15341.55						'·'"'	
8" DROP BOWLS	3	EA	595.04	1 785.12			500.00	1 500.00	1 095.04	3 285.12						0.0%	
6" SERVICES & FITTINGS SURVEY & LAYOUTS	111
2744	EA
LF	199.53	22,147.83			250.00
1.65	27,750.00
4,527.60	449.53
1.65	49,897.83
4,527.60						0.0%	
																o...	
SEWER TV & INSPECTION	2744	LF			1.85	5.076.40	1.00	2 744.00	2.85	7 820.40						O.O'!f.	
COMPACTION & DENSITIES	222	EA			18.70	4 151.40	10.00	2 220.00	28.70	6 371.40						0.0%	
DEWATER	1792	LF	3.62	6 487.04	5.50	9,856.00	3.63	6 504.96	12.75	22 848.00						,...
0.0%	
8" SDR26 PVC (4-6)	952	LF	5.05	4 807.60			12.00	11 424.00	17.05	16 231.60							
8" SDR26 PVC (6-8)	952	LF	5.05	4 807.60			14.00	13,328.00	19.05	18 135.60						0.0%	
8" SDR26 PVC (8-10l	490	LF	5.05	2 474.50			18.00	8,820.00	23.05	11 294.50						0.0%	
8" SDR26 PVC (10-12\	350	LF	5.05	1 767.50			20.00	7 000.00	25.05	8 767.50						,..
O.O'lio	
" A" MANHOLE (0-4\ (19\	1	EA	2,071.04	2 071.04			1100.00	1 100.00	3 171.04	3,171.04							
"A" MANHOLE (4-61 (1 2, 3, 4, 20 21 22)	7	EA	1,992.58	13 948.06			1,300.00	9 100.00	3 292.58	23,048.06						
0.0%	

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

.....

Page 6 of 8

CUSTOMER: AMELIA WALK COD PROJECT: AMELIA WALK PH 4A & 4B

BID OATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

"A" MANHOLE (6-8) 15 6 7, 23 24)	

QTY.
5	
UNIT MEASU
RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST
12 031.55	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR COST
1 500.00	
TOTAL LABOR
COST	
TOTAL UNIT COST
3 906.31	
TOTAL MATERIAL & LABOR COST
19 531.55	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED&
STORED VALUE	

%
COMP	
		EA	2,406.31					7 500.00								o....	
"A" MANHOLE (8-10) /8 9)	2	EA	2,823.61	5,647.22			1 800.00	3 600.00	4,623.61	9 247.22						O.O'll,	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2,600.00	

2,689.17	

2,689.17						

0.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

89.17	

89.17			

2 600.00	

2 600.00	

2 689.17	

2 689.17						

0.0%	
57 STONE	50	TNS	47.56	2 378.00			10.00	500.00	57.56	2 878.00						0.0%	
PRECAST INVERTS	15	EA	118.89	1 783.35			150.00	2.250.00	268.89	4 033.35						'·"'	
6"&8" BOOTS	63	EA	103.43	6.516.09			100.00	6,300.00	203.43	12 816.09						0.0%	
MANHOLE ADJUSTMENTS	15	EA	178.33	2 674.95			260.00	3 900.00	438.33	6,574.95						0.0%	
6" SERVlc-E:s & FITTI,,'-'"'	63	EA	197.18	12,460.14			250.00	15,750.00	447.78	28,210.14						0.0%	

TOTAL JEA SANITARY SEWER SYSTEM				
285,404.28		
75,911.90		
396,933.46		
758,249.64						
o...	
												Less Previous Draws ..............			
												Amount due this Draw ...........				
																		
.JCI-\ .>"'-l'lll ll-\rtJ .)C::Y'ICn. Lit- I .)1#-\IIVl',1
SYSTEM																	
SURVEY & LAYOUTS	1	LS					2 700.00	2,700.00	2 700.00	2,700.00						0.0%	
COMPACTION & DENSITIES	90	EA			1 8.70	1 683.00	10.00	900.00	28 .70	2 583.00						0.0%	
DEWATER	210	LF	27.75	5 827.50			18.58	3,901.80	46.33	9 729.30						0.0%	
57 STONE	20	TNS	47.56	951.20			10.00	200.00	57.56	1151.20						0.0%	
WET WELL - LIFT STATION /21.4' DEEP\	1	EA	30,298.83	30,298.83			16 000.00	16 000.00	46 298.83	46 298.83						0.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS			
278 000.00	
278 000.00	
27,800.00	
27,800.00	
305 800.00	
305,800.00						

0.0%	
CRANE/OPERA TOR	10	HRS			620.00	6 200.00	62.00	620.00	682.00	6 820.00						o....	
TRENCH BOX	2	EA	653.89	1 307.78			250.00	500.00	903.89	1 807.78						0.0%	
LIFT STA. WATER SERVICE SURVEY & LAYOUTS	1
1620	EA LF	738.18	738.18			500.00
1.65	500.00
2 673.00	1,238.18
1.65	1,238.18
2 673.00						0.0%	
																0.0%	
FLUSH	1620	LF					0.75	1,215.00	0.75	1 215.00						'·""	
COMPACTION & DENSITIES	11	EA			18.70	205.70	10.00	110.00	28.70	315.70						0.0%	
6" DR18 PVC	1600	LF	4.71	7 536.00			8.00	12,800.00	12.71	20 336.00						0.0%	
LOCATE WIRE	4	RLS	83.22	332.88			5000	200.00	133.22	532.88						0 .0%	
LOCATE WIRE BOXES	4	EA	148.61	594.44			100.00	400.00	248.61	994.44						0 .0%	
LOCATE WIRE TESTING	1620	LF			0.50	810.00	0.30	486.00	0.80	1 296.00						'·°"	
6" BELL RESTRAINTS	6	EA	53.50	321.00			40.00	240.00	93.50	561.00						0.0%	
8" MJ LONG SLEEVE	1	EA	437.51	437.51			165.00	165.00	602.51	602.51						0.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	3,078.03	3 078.03	495.00	495.00	1 300.00	1 300.00	4 873.03	4 873.03						0.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	2,550.17	2 550.17			1 000.00	1 000.00	3,550.17	3 550.17						°"	
6" MJ GATE VALVE	1	EA	795.37	795.37	495.00	495.00	275.00	275.00	1,565.37	1 565.37						0 .0 "'	
6" CASE (Bl CROSSING	1	EA	1,404.32	1 404.32	495.00	495.00	1 300.00	1 300.00	3 199.32	3,199.32						0 .0	
6" MJ 90 BEND	2	EA	309.11	618.22	495.00	990.00	165.00	330.00	969.11	1,938.22						0.0%	
6" MJ 45 BEND	6	EA	300.79	1 804.74			165.00	990.00	465.79	2 794.74						0 .()%	
6" MJ 11.25 BEND	2	EA	294 .84	589.68	495.00	990.00	165.00	330.00	95484	1 909.68						0.0-.	
CONNECT TO EXISTING 8" STUB-OUT
WITH A 8"X6 " MJ REDUCER	
1	
EA	
361.42	
361.42			
1,300.00	
1,300.00	
1,661.42	
1,661.42						

0.0%	
VI 1-\L ,.ICM. -.>1-\l'II I Mn. ,.;,c;yyc;n,. Lit' I
STATION SYSTEM				
59,547.27		
290,363.70		
78,235.80		
428,146.77						

0 0-.	
												Less Previous Draws .... ..... ....			
												Amount due this Draw........... ..			
																	
WATER AND SEWER AS-BUILTS																	
WATER AS -BUil TS	7140	LF					1.25	8,925.00	1.25	8 925.00						0.0%	
WATER AS-BUilTS	2960	LF					1.25	3 700.00	1.25	3 700.00						0.0%	
SEWER AS-BUilTS	7210	LF					1.25	9 012.50	1.25	9 012.50						0.0%	
SEWER AS-BUILTS	2744	LF					125	3 430.00	1.25	3,430.00						O.O'lfi	
LIFT STATION AS-BUilTS	1	LS					3,600.00	3 600.00	3 600.00	3 600.00						0 .0%	
FORCE MAIN AS-BUILTS	1620	LF					1.25	2,025.00	1.25	2,025.00						0.0-.	

TOTAL WATER AND SEWER AS-BUilTS								
30,692.50		
30,692.50							
												Less Previous Draws ...... ........			
												Amount due this Draw ··········			
												I				

Page 7 of 8

CUSTOMER: AMELIA WALK CDD PROJECT: AMELIA WALK PH 4A & 4B

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	
UNIT MEASU RE	

MATERIAL UNIT COST	
TOTAL MATERIAL COST	

UNIT SUB COST	

TOTAL SUB COST	
UNIT LABOR
COST	
TOTAL
LABOR COST	
TOTAL
UNIT COST	
TOTAL
MATERIAL  &
LABOR COST	

STORED QTY	

VALUE QTY	

INSTALLE DOTY	

INSTALLED VALUE	TOTAL INSTALLED& STORED
VALUE	..
COMP	
11'\l'.IUl"'\ I l.._.,1\1 .,;JLL..L.	 , l"'\11UJ
ELEC/TELEPHONE																....	
2.5" SLEEVES	250	LF					8.00	2 000.00	8.00	2 000.00							
3" SLEEVES	250	LF					9.00	2,250.00	9.00	2,250.00						'""	
4"SLEEVES	500	LF					10.00	5 000.00	10.00	5 000.00						0.0%	
6" SLEEVES	500	EA					13 .00	6,500.00	13.00	6,500.00						O.O'l,	
IU     M,.,_ln.n.lUI"'\  IVl\l::>Lt:t: ,1.	l"'l.1,11.1
ELEC/TELEPHONE								
15,750.00		
15,750.00						

0.0%	
												Less Previous Draws .. .. ····-··...			
												Amount due this Draw.......			
																	
LOTGRADING																	
CLEAR AND GRUB LOTS 4A	37.6	AC					4 000.00	150,400.00	4 ODO.OD	150 400.00			15	60,000.00	60 000.00	39.9%	
CLEAR AND GRUB LOTS 4B	13.26	AC					4.000.00	53,040.00	4 000.00	53 040.00			3	12,000.00	12 000.00	22.G'lo	
OVER-EXCAVATE & BURY STRIPPINGS / MOVE GENERATED GOOD DIRT TO
PADS4B	

11718	

CY					

2.40	

28 123.20	

2.40	

28 123.20						

0.0%	
EX CAVA TE FROM POND 14 4B MOVE DIRT TO LOTS 4B	
8963	
CY					
2.40	
21,511.20	
2.40	
21 511.20					-	'·""	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 48	
3892	
CY					
2.40	
9,340.80	
2.40	
9 340.80						,.,.	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS & LOT PADS 4A	

192958	

CY					

0.60	

115 775.00	

0.60	

115 775.00						
'·""	
SPREAD & COMPACT GENERATED GOOD DIRT FROM BURIAL OF
STRIPPING$ TO LOTS & PADS 48	

11718	

CY					

0.60	

7 030.80	

0.60	

7 030.80						

0 .0%	
SPREAD & c;OMPACT DIRT rRvM PHASE
4A GOING TO LOTS & PADS 4B	
12885	
CY					
0.60	
7,731.00	
0.60	
7,731.00						

0.0%	
TOTAL LOT GRADING								392,952.00		392,952.00				72,000.00	72,000.00	16.3%	
												Less Previous Draws .........			
												Amount due this Draw... ...... ....	72,000.00		

PAYMENT AND PERFORMANCE BOND												I	I			
BOND	1	LS					53,122.00	53,122.00	53,122.00	53,122.00		I	11	53,122.00	53,122.00	'°'""	
TUTAL PAYMEN I AND PEKFUKMANCtc
BOND								
53,122.00		
53,122.00		-1	I	53,122.00	
53,122.00		
												Less Previous Draws . ..... .......	53,122.00		
												Amount due this Draw	············			
				
TOTAL				1,493,642.79		1,217,163.68		2,884,834.39		5,595,640.85		Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	240,958.44	
													24,095.84	
													216,862.59	
													47,809.80	
													169,052.79	

Page 8 of 8

CONDITIONAL PARTIAL WAIVER OF LIEN OF CONTRACTOR

The undersigned contractor performed work and labor and/or furnished material for use in the construction of certain improvements on the project described as follows:

Amelia Walk, Phase 4A and 4B

The undersigned contractor acknowledges receipt  of payment  of all sums due on all prior applications for payment and waives any right it has to a mechanics lien on the property here involved with respect to all work and material included in those prior applications for payment. The undersigned further states that the amount due to  it  on this application  for payment is	$	169,052.80 and effective upon receipt of
said sum waives its right to claim a lien on the property here involved for work performed or material furnished up to the effective date of this application for payment.

The undersigned contractor acknowledges that all of its subcontractors/material suppliers have been paid all monies due on all prior applications for payment, and agrees to hold the owner/bonding company harmless from any mechanics lien filed
by its subcontractors/material suppliers with respect to any prior application for payment.

Upon receipt of this payment of	$	169,052.80 , the undersigned contractor agrees to hold the owner/bonding company harmless from any mechanics liens filed by its subcontractors/material suppliers with respect to this application for payment.

That said contractor performed work and labor and/or furnished material  pursuant  to an order given by	Amelia Walk Community Development District

IN WITNESS WHEREOF we have executed this conditional partial release in the
County of Baker,	State of Florida,	this	25th	day of	NOV	, 2018.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: RICHARD JOHNS, II

Signaturpe:

«-£._ 
7

Date  Executed:	11/25/18

State of Florida County of Baker

Subscribed and sworn before me this

--25th--day of

NOV	, 2018.

Notary Public
My Commission Expires:
County of Residence:	Bradford

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 3B)

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the “District”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the “Trustee”), dated as of June 1, 2006, as supplemented by a Sixth Supplemental Trust Indenture, dated as of December 1, 2018 (the “Indenture”), (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 02

Name of Payee: McCranie & Associates, Inc.

Amount Payable: $70,445.00

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

_X	Series 2018A Acquisition and Construction Account

 	 Series 2018A Costs of Issuance Account

The undersigned hereby certifies that:

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

or

□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

44974735;1

each disbursement set forth above is a proper charge against the Acquisition and Construction Fund;
each disbursement set forth above was incurred in connection with the acquisition and/or construction of the Project;
each disbursement represents a Cost of the Project which has not previously been paid.
The undersigned hereby fwi her ce1iifies 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.
Attached hereto are originals of the invoice(s) from the vendor of the prope1iy acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the repo1i of the Consulting Engineer, as such rep01i shall have been amended or modified on the date hereof.
Consulting Engineer December 11, 2018

44974735;1

McCranie & Associates, Inc.
3 South 2nd Street
Fernandina Beach, Fl. 32034

Invoice

DATE	INVOICE #	
7/30/2018	3408	

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	7/30/2018	Amelia Walk Phase 5		
DESCRIPTION	Est Amt	Prior Amt	Prior %	Curr %	AMOUNT	Total %	
Final Development Plan Engineering Design Permitting	9,650.00
67,550.00
7,500.00			50.00%
0.00%
0.00%	4,825.00
0.00
0.00	50.00%
0.00%
0.00%	
	Total	$4,825.00	
	Payments/Credits	$0.00	
	Balance Due	$4,825.00	

McCranie & Associates, Inc.
3 South 2nd Street
Fernandina Beach, Fl. 32034

Invoice

DATE	INVOICE #	
8/31/2018	3427	

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	8/31/2018	Amelia Walk Phase 5		
DESCRIPTION	Est Amt	Prior Amt	Prior %	Curr %	AMOUNT	Total %	
Final Development Plan Engineering Design Permitting	9,650.00
67,550.00
7,500.00	4,825.00	50.00%	50.00%
10.00%
0.00%	4,825.00
6,755.00
0.00	100.00%
10.00%
0.00%	
	Total	$11,580.00	
	Payments/Credits	$0.00	
	Balance Due	$11,580.00	

McCranie & Associates, Inc.
3 South 2nd Street
Fernandina Beach, Fl. 32034

Invoice

DATE	INVOICE #	
9/29/2018	3436	

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	9/29/2018	Amelia Walk Phase 5		
DESCRIPTION	Est Amt	Prior Amt	Prior %	Curr %	AMOUNT	Total %	
Final Development Plan Engineering Design Permitting	9,650.00
67,550.00
7,500.00	9,650.00
6,755.00	100.00%
10.00%	0.00%
40.00%
0.00%	0.00
27,020.00
0.00	100.00%
50.00%
0.00%	
	Total	$27,020.00	
	Payments/Credits	$0.00	
	Balance Due	$27,020.00	

McCranie & Associates, Inc.
3 South 2nd Street
Fernandina Beach, Fl. 32034

Invoice

DATE	INVOICE #	
10/25/2018	3443	

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	10/25/2018	Amelia Walk Phase 5		
DESCRIPTION	Est Amt	Prior Amt	Prior %	Curr %	AMOUNT	Total %	
Final Development Plan Engineering Design Permitting	9,650.00
67,550.00
7,500.00	9,650.00
33,775.00	100.00%
50.00%	0.00%
25.00%
0.00%	0.00
16,887.50
0.00	100.00%
75.00%
0.00%	
	Total	$16,887.50	
	Payments/Credits	$0.00	
	Balance Due	$16,887.50	

McCranie & Associates, Inc.
3 South 2nd Street
Fernandina Beach, Fl. 32034

Invoice

DATE	INVOICE #	
11/29/2018	3456	

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	11/29/2018	Amelia Walk Phase 5		
DESCRIPTION	Est Amt	Prior Amt	Prior %	Curr %	AMOUNT	Total %	
Final Development Plan Engineering Design Permitting	9,650.00
67,550.00
7,500.00	9,650.00
50,662.50	100.00%
75.00%	0.00%
15.00%
0.00%	0.00
10,132.50
0.00	100.00%
90.00%
0.00%	
	Total	$10,132.50	
	Payments/Credits	$0.00	
	Balance Due	$10,132.50	

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 3B)

The undersigned, a Responsible Officer of Amelia Walk Community Development District (the "District") hereby submits the following requisition for disbursement under and pursuant to the te1ms of the Master Trust Indenture from the District to US Bank National Association, as trustee (the "Trustee"), dated as of June 1, 2006, as supplemented by a Sixth Supplemental Trust Indenture, dated as of December 1, 2018 (the "Indenture"), (all capitalized te1ms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 03

Name of Payee: Hopping, Green & Sams.

Amount Payable: $1,288

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, or, state Costs oflssuance, if applicable):

See attached invoice.

Fund or Accom1t from which disbursement to be made:

    X 	Series 2018A Acquisition and Construction Account Series 2018A Costs oflssuance Account
The undersigned hereby ce1iifies that:

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

or
□	this requisition is for Costs of Issuance payable from the Acquisition and Construction Fund that have not previously been paid;

44974735;!

each disbmsement set forth above is a proper charge against the Acquisition and Construction Fund;

each disbursement set f01ih above was incurred in connection with the acquisition and/or construction of the Project;
each disbursement represents a Cost of the Project which has not previously been paid.

The undersigned hereby further ce1iifies 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 ce1iificate entitled to retain.

Attached hereto are originals of the invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursementis hereby requested.

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT

By	Responsible Officer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY

If this requisition is for a disbursement from other than Costs of Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition or construction contract; (ii) the plans and specifications for the portion of the Project with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended or modified on the date hereof.

Consulting Engineer December 14, 2018

44974735;1

Hopping Green & Sams
Attorneys and Counselors

119 S. Monroe Street Ste. 300
P.O. Box 6526
Tallahassee, FL 32314
850.222.7500
================================= STATEMENT=================================
November  30, 2018
Amelia Walk Community Development District	Bill Number	104260	
c/o GMS, LLC	Billed through	10/31/2018	
475 West Town Place, Suite 114		
St. Augustine, FL 32092		

Phase 4B & 5 Construction AWCDD	00117	JMW		

FOR PROFESSIONAL SERVICES RENDERED
10/02/18	JMW	Review addendum; review construction and financing timeline; research contractual division issues; confer with staff.

2.30 hrs

10/19/18	JMW

10/24/18	JMW

Review draft EJCDC agreement; prepare amendment to EJCDC agreement; prepare supplemental conditions to agreement; prepare standard general conditions to agreement; prepare notice to proceed for Phase 4a and 4b; research liquidated damages issues; confer with O'Reilly; confer with staff regarding same.

Review final documents; confer with Mccranie and Laughlin.

2.60 hrs

hrs

Total fees for this matter	$1,288.00

MATTER SUMMARY

Walters, Jason M.	5.60 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS MATTER

230 /hr

$1,288.00

$1,288.00

$1,288.00

BILLING SUMMARY

Walters, Jason M.	5.60 hrs

TOTAL FEES

TOTAL CHARGES FOR THIS BILL

230 /hr

$1,288.00

$1,288.00

$1,288.00

Please include the bill number on vour check.

D.

MONTHLY MANAGEMENT REPORT

COMMUNITY NAME: Amelia Walk CDD	MANAGEMENT REPORT

MONTH OF: December 19
2018 - January 15, 2019	
NAME OF MANAGER: Jen Erickson		

DISTRIBUTION:	TITLE	METHOD	
  Amelia Walk CDD Board		  Developer		  E		
  Daniel Laughlin, GMS		  Manager		  E		
  Taylor Morrison Homes		  Builder		  E		

Method of distribution: Fax (F), E-mail (E), Mail (M), Hand Delivered (H)

Prepared by Evergreen Lifestyles Management
All rights reserved	Page - 1 -

ADMINISTRATION:

CDD Violations:

PROJECT UP DATE AND STATUS:

Administrative Projects: Landscape changeover - 1/14/2019

Maintenance Items Completed:

Christmas lights removed
Lights replaced at amenity center
Irrigation repairs
Dog waste signs installed
Breaker replaced
Flowers replaced at Amenity Center
Maintenance Items in the Process/to be Completed:
Sidewalk repair
Pool brick steps repaired
Monument repairs
BIDS AND PROPOSALS:
Flowers Phase II - To replace Gara pulled by Martex - TDB
TDB

. SCHEDULED EVENTS: Upcoming Events:

Resident coffee - January 28 @ 9am
Paint Nite - TBD Feb 2019
GENERAL COMMENTS OR CONCERNS WITHIN THE
COMMUNITY: Request estimated down time for the amenity center/gym areas

Prepared by Evergreen Lifestyles Management All rights reserved

SEVENTH ORDER OF BUSINESS

A.

Amelia Walk	
Community Development District	

Unaudited Financial Statements	
as of	
December 31, 2018	

Board of Supervisors Meeting	
January 15, 2019	

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
BALANCE SHEET	
December 31, 2018	

---	
---	

$60,861	
$148,660	

---	
---	

$60,861	
$148,660	

---	
---	
---	
---	

$274,300	
$268,008	
$48,000	
---	

---	
---	
---	
$10,393	

$274,300	
$268,008	
$48,000	
$10,393	

Total	
Governmental	
 	Funds		

 	Major Funds	

Debt	
 	Service		

Capital	
 	Projects		

 	General	
ASSETS:

Cash	
Due from Future Bond Issue	
Due from Other Funds	
Due from Other	
Investment - Custody US Bank	
Investments:	
Series 2012	
Reserve 2012A-1	
Revenue 2012A-1	
Series 2016	
Reserve 2016A-2	
Revenue 2016A-2	
Prepayment 2016A-2	
Construction	
Series 2018	
Reserve 2018A-3	
Revenue 2018A-3	
Construction	
Series 2018-Area B	
Reserve 2018A	
Cap Interest 2018A	
Construction	
Cost of Issurance	

$170,193	
$4,429	
$3,696	
---	
$240,259	

---	
---	
---	
---	
---	

---	
---	
---	
$140,789	
---	

$170,193	
$4,429	
$3,696	
$140,789	
$240,259	

LIABILITIES	
Accounts Payable	
Due to other Funds	
Deposits - Office Lease	
TOTAL LIABILITIES	

$33,850	
---	
 	$200 	
 	$34,050 	

---	
$3,696	
 	---	
 	$3,696 	

---	
---	
 	---	
 	$0 	

$33,850	
$3,696	
 	$200 	
 	$37,746 	

FUND BALANCES:		
Restricted for:		
Debt Service	---	
Capital Projects	---	
Unassigned	 	$384,527 	
TOTAL FUND BALANCES	 	$384,527 	

$2,093,374	
$9,452,652	
 	$384,527 	
 	$11,930,553 	

---	
---	
---	

$360,427	
$5,099	
---	

---	
---	
$2,553,417	

$360,427	
$5,099	
$2,553,417	

---	
---	
---	
---	

$559,650	
$372,066	
---	
---	

---	
---	
$6,732,278	
$15,775	

$559,650	
$372,066	
$6,732,278	
$15,775	

$2,093,374	
---	
 	---	
 	$2,093,374 	

---	
$9,452,652	
 	---	
 	$9,452,652 	

TOTAL ASSETS	 	$418,577	 	$2,097,070	 	$9,452,652	 	$11,968,300 

TOTAL LIABILITIES AND FUND BALANCES	 	$418,577	 	$2,097,070	 	$9,452,652	 	$11,968,300 

Page 1

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
	GENERAL FUN	D		
Statement of Revenues, Expenditures, and Changes in Fund Balance	
	For The Period Ending December 31, 2018	
	ADOPTED		PRORATED BUDGET	ACTUAL	
	 	    	BUDGET			 	THRU 12/31/2018	 THRU 12/31/2018 	VARIANCE		

REVENUES:	
Maintenance Assessments-On Roll (Net)	$248,140	$233,995	$233,995	$0	
Maintenance Assessments-Off Roll	$400,309	$239,667	$239,667	$0	
Interest Income	$100	$25	$4	($21)	
Clubhouse Rental Income	$500	$125	$254	$129	
Miscellaneous Income	$0	$0	$0	$0	
 TOTAL  REVENUES		
 	$649,049 	
 	$473,812 	
 	$473,920 	 	$108 	

EXPENDITURES:

ADMINISTRATIVE:	
Supervisor Fees	
FICA Expense	
Engineering Fees	
Assessment Roll Administration	
Dissemination	
Trustee Fees	
Arbitrage	
Attorney Fees	
Annual Audit	
Management Fees	
Computer Time	
Travel & Per Diem	
Telephone	
Postage	
Printing & Binding	
Insurance	
Legal Advertising	
Other Current Charges	
Office Supplies	
Dues, Licenses & Subscriptions	

$11,000	
$842	
$15,000	
$5,000	
$3,500	
$16,163	
$1,200	
$18,000	
$3,525	
$48,600	
$1,000	
$1,000	
$300	
$600	
$1,200	
$8,715	
$6,200	
$400	
$200	
$175	

$2,750		$2,800	
$210		$214	
$3,750		$0	
$5,000		$5,000	
$875		$1,225	
$4,041		$0	
$300		$0	
$4,500		$5,092	
$881		$0	
$12,150		$12,150	
$250		$250	
$250		$46	
$75		$164	
$150		$253	
$300		$867	
$8,715		$7,923	
$1,550		$1,170	
$100		$159	
$50		$58	
$175		$175	

($50)	
($4)	
$3,750	
$0	
($350)	
$4,041	
$300	
($592)	
$881	
$0	
$0	
$204	
($89)	
($103)	
($567)	
$792	
$380	
($59)	
($8)	
$0	

 TOTAL ADMINISTRATIVE	 	$142,620 	$46,072 	$37,547 	$8,525 

FIELD:	
Contract Services:	
Landscaping & Fertilization Maintenance	
Fountain Maintenance	
Lake Maintenance	
Security	
Refuse	
 Management Company		
 Subtotal  Contract Services		

$122,412	
$1,500	
$8,995	
$5,400	
$2,640	
 	$15,120 	
 	$156,067 	

$30,603	
$375	
$2,249	
$1,350	
$660	
 	$3,780 	
 	$39,017 	

$20,121	
$0	
$2,100	
$1,427	
$790	
 	$3,780 	
 	$28,218 	

$10,482	
$375	
$149	
($77)	
($130)	
 	$0 	
 	$10,799 	

Repairs & Maintenance:	
Repairs & Maintenance	
Landscaping Extras (Flowers & Mulch)	
 Irrigation Repairs		
 Subtotal Repairs & Maintenance		

$40,000	
$0	
 	$2,000 	
 	$42,000 	

$10,000	
$0	
 	$500 	
 	$10,500 	

$4,320	
$3,498	
 	$656 	
 	$8,473 	

$5,680	
($3,498)	
 	($156)	
 	$2,027 	

Page 2

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
	GENERAL FUN	D		
Statement of Revenues, Expenditures, and Changes in Fund Balance	
	For The Period Ending December 31, 2018	
	ADOPTED		PRORATED BUDGET	ACTUAL	
	 	    	BUDGET			 	THRU 12/31/2018	 THRU 12/31/2018 	VARIANCE		

Utilities:	
Electric	
Streetlighting	
 Water & Wastewater		
 Subtotal Utilities		

$16,500	
$14,800	
 	$84,162 	
 	$115,462 	

$4,125	
$3,700	
 	$21,041 	
 	$28,866 	

$4,253	
$3,537	
 	$13,855 	
 	$21,646 	

($128)	
$163	
 	$7,185 	
 	$7,220 	

Amenity Center:	
Insurance	
Pool Maintenance	
Pool Chemicals	
Pool Permit	
Amenity Attendant	
Telephone	
Cable TV/Internet	
Janitorial Service	
Special Events	
Decorations-Holiday	
 Facility Maintenance (including Fitness  Equip)		
 Subtotal Amenity Center		

$15,859	
$9,360	
$3,000	
$300	
$35,280	
$0	
$3,600	
$12,001	
$7,500	
$1,000	
 	$5,000 	
 	$92,900 	

$15,859	
$2,340	
$750	
$75	
$8,820	
$0	
$900	
$3,000	
$1,875	
$1,000	
 	$1,250 	
 	$35,869 	

$14,417	
$2,340	
$177	
$0	
$8,820	
$0	
$920	
$2,340	
$2,177	
$1,111	
 	$3,046 	
 	$35,349 	

$1,442	
$0	
$573	
$75	
$0	
$0	
($20)	
$660	
($302)	
($111)	
 	($1,796)	
 	$520 	

Reserves:	
Capital Reserves	$100,000	

$25,000	$0	$25,000
 Subtotal Reserves	 	$100,000 	$25,000 	$0 	$25,000 

 Total Field Expenditures	 	$506,429 	$139,252 	$93,685 	$45,566 

 TOTAL EXPENDITURES	 	$649,049 	$185,324 	$131,232 	$54,092 

 EXCESS REVENUES (EXPENDITURES)	 	$0 	 	$342,688     	
FUND BALANCE - Beginning	$0	$41,839
FUND BALANCE - Ending	 	$0	$384,527

Page 3

AMELIA WALK	
Community Development District	
General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2019	

Revenues	
Maintenance Assessments-On Roll (Net)	
Maintenance Assessments-Off Roll	
Developer Contributions	
Interest Income	
Clubhouse Rental Income	
Miscellaneous Income	

OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP		TOTAL	
2018	2018	2018	2019	2019	2019	2019	2019	2019	2019	2019	2019			

$0	

$13,502	

$220,493		

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$233,995	
$0	$239,667	$0		$0	$0	$0	$0	$0	$0	$0	$0	$0	$239,667	
$0	$0	$0		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
$0	$3	$1		$0	$0	$0	$0	$0	$0	$0	$0	$0	$4	
$0	$0	$254		$0	$0	$0	$0	$0	$0	$0	$0	$0	$254	
$0	$0	$0		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	

Total Revenues	$0	$253,172	$220,748	$0	$0	$0	$0	$0	$0	$0	$0	$0	$473,920	

Supervisor Fees	$1,400	$800	$600	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,800	
FICA Expense	$107	$61	$46	$0	$0	$0	$0	$0	$0	$0	$0	$0	$214	
Engineering Fees	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Assessment Roll Administration	$5,000	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,000	
Dissemination	$642	$292	$292	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,225	
Trustee Fees	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Arbitrage	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Attorney Fees	$1,925	$3,167	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,092	
Annual Audit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Management Fees	$4,050	$4,050	$4,050	$0	$0	$0	$0	$0	$0	$0	$0	$0	$12,150	
Computer Time	$83	$83	$83	$0	$0	$0	$0	$0	$0	$0	$0	$0	$250	
Travel & Per Diem	$46	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$46	
Telephone	$55	$61	$47	$0	$0	$0	$0	$0	$0	$0	$0	$0	$164	
Postage	$55	$105	$94	$0	$0	$0	$0	$0	$0	$0	$0	$0	$253	
Printing & Binding	$365	$303	$198	$0	$0	$0	$0	$0	$0	$0	$0	$0	$867	
Insurance	$7,923	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$7,923	
Legal Advertising	$923	$248	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,170	
Other Current Charges	$57	$58	$44	$0	$0	$0	$0	$0	$0	$0	$0	$0	$159	
Office Supplies	$32	$13	$13	$0	$0	$0	$0	$0	$0	$0	$0	$0	$58	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	

Total Administrative	$22,838	$9,242	$5,467	$0	$0	$0	$0	$0	$0	$0	$0	$0	$37,547	

FIELD:														
Contract Services:														
Landscaping & Fertilization Maintenance	$6,707	$6,707	$6,707	$0	$0	$0	$0	$0	$0	$0	$0	$0	$20,121	
Fountain Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Lake Maintenance	$700	$700	$700	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,100	
Security	$1,200	$113	$113	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,427	
Refuse	$265	$262	$262	$0	$0	$0	$0	$0	$0	$0	$0	$0	$790	
Management Company	$1,260	$1,260	$1,260	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,780	
Total Contract Services	$10,132	$9,043	$9,043	$0	$0	$0	$0	$0	$0	$0	$0	$0	$28,218	

Page 4

AMELIA WALK	
Community Development District	
General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2019	

OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	TOTAL	
2018	2018	2018	2019	2019	2019	2019	2019	2019	2019	2019	2019		

Repairs & Maintenance:														
Repairs & Maintenance	$3,699	$120	$500	$0	$0	$0	$0	$0	$0	$0	$0	$0	$4,320	
Landscaping Extras (Flowers & Mulch)	$0	$3,184	$314	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,498	
Irrigation Repairs	$218	$438	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$656	
Total R&M	$3,917	$3,742	$814	$0	$0	$0	$0	$0	$0	$0	$0	$0	$8,473	

Utilities:														
Electric	$1,355	$1,176	$1,723	$0	$0	$0	$0	$0	$0	$0	$0	$0	$4,253	
Streetlighting	$1,179	$1,179	$1,179	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,537	
Water & Wastewater	$6,082	$7,773	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$13,855	
Total Utilities	$8,616	$10,128	$2,902	$0	$0	$0	$0	$0	$0	$0	$0	$0	$21,646	

Amenity Center:														
Insurance	$14,417	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$14,417	
Pool Maintenance	$780	$780	$780	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,340	
Pool Chemicals	$177	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$177	
Pool Permit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Amenity Attendant	$2,940	$2,940	$2,940	$0	$0	$0	$0	$0	$0	$0	$0	$0	$8,820	
Telephone	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Cable TV/Internet	$301	$311	$309	$0	$0	$0	$0	$0	$0	$0	$0	$0	$920	
Janitorial Service	$780	$780	$780	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,340	
Special Events	$859	$937	$381	$0	$0	$0	$0	$0	$0	$0	$0	$0	$2,177	
Decorations-Holiday	$0	$1,111	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,111	
Facility Maintenance (including Fitness Equip)	$979	$1,224	$844	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,046	
Total Amenity Center	$21,233	$8,082	$6,034	$0	$0	$0	$0	$0	$0	$0	$0	$0	$35,349	

Reserves:														
Capital Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Total Reserves	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	

Total Field Expenses	$43,898	$30,995	$18,792	$0	$0	$0	$0	$0	$0	$0	$0	$0	$93,685	

Subtotal Operating Expenses	$66,736	$40,236	$24,259	$0	$0	$0	$0	$0	$0	$0	$0	$0	$131,232	

Interfund Transfers	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Excess Revenues (Expenditures)	($66,736)	$212,935	$196,489	$0	$0	$0	$0	$0	$0	$0	$0	$0	$342,688	

Page 5

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2012A-1	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Special Assessments	$122,932	$113,374	$113,374	$0	
Interest Income	$0	$0	$364	$364	

TOTAL REVENUES	$122,932	$113,374	$113,737	$364	

EXPENDITURES:

Series 2012A-1					
Interest - 11/01	$38,638	$38,638	$38,638	$0	
Interest - 5/01	$38,638	$0	$0	$0	
Principal - 5/01	$45,000	$0	$0	$0	
Special Call - 11/01	$10,000	$10,000	$15,000	($5,000)	

TOTAL EXPENDITURES	$132,275	$48,638	$53,638	($5,000)	

EXCESS REVENUES (EXPENDITURES)	($9,343)	$60,100	

FUND BALANCE - Beginning	$87,957	

$148,282

FUND BALANCE - Ending	 	$78,614 	

 	$208,382 

Page 6

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2016A-2	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Special Assessments	$280,925	$254,550	$254,550	$0	
Special Assessments-Prepayments	$0	$0	$38,000	$38,000	
Interest Income	$0	$0	$1,208	$1,208	

TOTAL REVENUES	$280,925	$254,550	$293,758	$39,208	

EXPENDITURES:

Series 2016A-2					
Interest - 11/01	$109,350	$109,350	$109,350	$0	
Interest - 5/01	$108,181	$0	$0	$0	
Special Call - 11/01	$55,000	$55,000	$100,000	($45,000)	

TOTAL EXPENDITURES	$272,531	$164,350	$209,350	($45,000)	

EXCESS REVENUES (EXPENDITURES)	$8,394	$84,408	

FUND BALANCE - Beginning	$212,541	

$503,343

FUND BALANCE - Ending	 	$220,935 	

 	$587,751 

Page 7

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-3	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Special Assessments	$480,569	$0	$0	$0	
Interest Income	$0	$0	$1,379	$1,379	

TOTAL REVENUES	$480,569	$0	$1,379	$1,379	

EXPENDITURES:

Series 2018A-3					
Interest - 11/01	$195,237	$195,237	$195,237	($0)	
Interest - 5/01	$183,034	$0	$0	$0	

TOTAL EXPENDITURES	$378,271	$195,237	$195,237	($0)	

EXCESS REVENUES (EXPENDITURES)	$102,298	($193,858)	

FUND BALANCE - Beginning	$196,906	

$559,383

FUND BALANCE - Ending	 	$299,204 	

 	$365,525 

Page 8

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-AREA 3B	

DEBT SERVICE FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Special Assessments	$0	$0	$0	$0	
Interest Income	$0	$0	$0	$0	

TOTAL REVENUES	$0	$0	$0	$0	

EXPENDITURES:

Series 2018					
Interest - 11/01	$0	$0	$0	$0	
Interest - 5/01	$0	$0	$0	$0	

TOTAL EXPENDITURES	$0	$0	$0	$0	
OTHER SOURCES/(USES)

Bond Proceeds	$0	$0	$931,716	$931,716	

TOTAL OTHER SOURCES AND USES	$0	$0	$931,716	$931,716	

EXCESS REVENUES (EXPENDITURES)	$0	$931,716	

FUND BALANCE - Beginning	$0	

$0

FUND BALANCE - Ending	 	$0 	

 	$931,716 

Page 9

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Long Term Debt Report	
FY 2019	

Series 2012A-1, Special Assessment Bonds	
Interest Rate;	5.50%	
Maturity Date:	5/1/2037	
Reserve Fund Requirement:

Bonds outstanding - 9/30/2018 Less:	Max Annual Debt Service

$1,405,000.00
May 1, 2019 (Mandatory)	$0.00	
Current Bonds Outstanding	$1,405,000.00	

Series 2016A-2, Special Assessment Bonds	
Interest Rate;	4.25%	
Maturity Date:	11/1/2021	$125,000.00	
Interest Rate;	5.50%	
Maturity Date:	11/1/2030	$725,000.00	
Interest Rate;	6.00%	
Maturity Date:	11/1/2047	$2,920,000.00	
Reserve Fund Requirement:

Less:	Maximum  Annual Debt Assessment

November 1, 2018 (Special Call)	

($100,000.00)	
Current Bonds Outstanding		$3,670,000.00	

Interest Rate; Maturity Date: Interest Rate; Maturity Date: Interest Rate; Maturity Date: Interest Rate; Maturity Date:
Reserve Fund Requirement:

Less:	Series 2018A-3, Special Assessment Bond
4.00%
11/1/2024
4.75%
11/1/2029
5.25%
11/1/2038
5.375%
11/1/2048
75% Maximum Annual Debt  Assessment

May 1, 2019 (Mandatory)	

$735,000.00

$775,000.00

$1,990,000.00

$3,635,000.00

$0.00	
Current Bonds Outstanding		$7,135,000.00	

Series 2018A Area B, Special Assessment Bond	
Interest Rate;	4.375%	
Maturity Date:	11/1/2024	$690,000.00	
Interest Rate;	4.75%	
Maturity Date:	11/1/2029	$860,000.00	
Interest Rate;	5.25%	
Maturity Date:	11/1/2039	$2,530,000.00	
Interest Rate;	5.375%	
Maturity Date:	11/1/2049	$4,220,000.00	
Reserve Fund Requirement:	100% Maximum Annual Debt Assessment	
Current Bonds Outstanding	$8,300,000.00	

Total Current Bonds Outstanding	$20,510,000.00

Page 10

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2016A-2	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Interest Income	$0	$0	$31	$31	

TOTAL REVENUES	$0	$0	$31	$31	

EXPENDITURES:

Capital Outlay	$0	$0	$0	$0	

TOTAL EXPENDITURES	$0	$0	$0	$0	

EXCESS REVENUES (EXPENDITURES)	$0	$31	

FUND BALANCE - Beginning	$0	

$10,362

FUND BALANCE - Ending	 	$0 	

 	$10,393 

Page 11

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-3	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Interest Income	$0	$0	$10,875	$10,875	

TOTAL REVENUES	$0	$0	$10,875	$10,875	

EXPENDITURES:

Capital Outlay	$0	$0	$796,399	($796,399)	
Cost of Issuance	$0	$0	$0	$0	

TOTAL EXPENDITURES	$0	$0	$796,399	($796,399)	

EXCESS REVENUES (EXPENDITURES)	$0	($785,524)	

FUND BALANCE - Beginning	$0	

$3,479,730

FUND BALANCE - Ending	 	$0 	

 	$2,694,206 

Page 12

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
SERIES 2018A-AREA 3B	

CAPITAL PROJECTS FUND	
Statement of Revenues, Expenditures, and Changes in Fund Balance	
For The Period Ending December 31, 2018	

ADOPTED	PRORATED	ACTUAL		
BUDGET	THRU 12/31/2018	THRU 12/31/2018	VARIANCE	

REVENUES:

Interest Income	$0	$0	$0	$0	

TOTAL REVENUES	$0	$0	$0	$0	

EXPENDITURES:

Capital Outlay	$0	$0	$135,924	($135,924)	
Cost of Issuance	$0	$0	$484,307	($484,307)	

TOTAL EXPENDITURES	$0	$0	$620,231	($620,231)	
OTHER SOURCES/(USES)

Bond Proceeds	$0	$0	$7,368,284	$7,368,284	

TOTAL OTHER SOURCES AND USES	$0	$0	$7,368,284	$7,368,284	

EXCESS REVENUES (EXPENDITURES)	$0	$6,748,053	

FUND BALANCE - Beginning	$0	

$0

FUND BALANCE - Ending	 	$0 	

 	$6,748,053 

Page 13

Amelia Walk	
Community Development District	
Series 2016-2 Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through December 31, 2018	
Opening Balance in Construction Account	

$3,052,509.87

Source of Funds:	Interest Earned	$801.52

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Professional Fees (Contingencies)	
Cost Of Issuance	

($568,190.87)	
($727,841.07)	
($303,222.68)	
($262,281.11)	
($378,929.54)	
($310,733.53)	
($72,695.00)	
($131,315.29)	
($37,459.36)	
($250,250.00)	

Adjusted Balance in Construction Account at December 31, 2018	 	$10,392.93 

2. Funds Available For Construction at December 31, 2018	
Book Balance of Construction Fund at December 31, 2018	

A.	A.J. Johns, Inc. - Phase 2	
	Contract Amount	$2,244,928.40	
	Paid to Date	 	($2,244,928.40)	
	Balance on Contract	 	($0.00)	

$10,392.93

B.	
First Coast Electric, LLC - FPL Conduit Installation	
	Contract Amount	$102,205.00	
	Paid to Date	 	($102,205.00)	
	Balance on Contract	 	$0.00 	

$0.00

$0.00

Construction Funds available at December 31, 2018	 	$10,392.94 

Investments - US Bank

December 31, 2018	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$10,392.93	$10,392.93	

Contracts/Retainage Payable  		$0.00 	
Balance at 12/31/2018  		$10,392.93 	

Page 1

Amelia Walk	
Community Development District	
Series 2018-3 Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through December 31, 2018	
Opening Balance in Construction Account	

$6,134,376.41

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$42,125.13	
$13,352.04	
$0.00	

Source of Funds:

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Amenity Center Expansion	
Professional Fees/Contingencies	
Cost Of Issuance	

($1,338,262.19)	
($623,900.47)	
($368,170.26)	
($319,759.33)	
($252,755.91)	
($31,949.37)	
($121,163.44)	
($74,469.09)	
$0.00	
($28,249.67)	
($336,968.00)	

Adjusted Balance in Construction Account at December 31, 2018	 	$2,694,205.85 

2. Funds Available For Construction at December 31, 2018	
Book Balance of Construction Fund at December 31, 2018	

A.	Earthworks, Amelia Walk Phase 3	
	Contract Amount	$2,815,784.35	
	 	($2,815,784.35)	
	Balance on Contract	 		$0.00 	

$2,694,205.85

$0.00

Construction Funds available at December 31, 2018	 	$2,694,205.85 

3. Investments - US Bank

December 31, 2018	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$2,553,416.63	$2,553,416.63	

Contracts/Retainage Payable  		$140,789.22 	
Balance at 12/31/2018  		$2,694,205.85 	

Page 2

Amelia Walk	
Community Development District	
Series 2018A Area B Special Assessment Bonds	

1. Recap of Capital Project Fund Activity Through December 31, 2018	
Opening Balance in Construction Account	

$7,368,283.85

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$0.00	
$0.00	
$0.00	

Source of Funds:

Use of Funds:	
Disbursements:	

Clearing, Grading & Earthwork	
Roadway	
Stormwater	
Water System	
Sewer System	
Landscaping, Entry Monuments & Signs	
Engineering & Permitting	
Electrical	
Amenity Center Expansion	
Professional Fees/Contingencies	
Cost Of Issuance	

($48,282.87)	
$0.00	
($1,756.76)	
$0.00	
$0.00	
$0.00	
($84,596.70)	
$0.00	
$0.00	
($1,288.00)	
($484,306.50)	

Adjusted Balance in Construction Account at December 31, 2018	 	$6,748,053.02 

2. Funds Available For Construction at December 31, 2018	
Book Balance of Construction Fund at December 31, 2018	

A.	Earthworks, Amelia Walk Phase 4B	
	Contract Amount	$3,939,331.16	
	 	$0.00 	
	Balance on Contract	 		$3,939,331.16 	

$6,748,053.02

($3,939,331.16)

Construction Funds available at December 31, 2018	 	$2,808,721.86 

3. Investments - US Bank

December 31, 2018	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$6,748,053.02	$6,748,053.02	

Contracts/Retainage Payable  		$0.00 	
Balance at 12/31/2018  		$6,748,053.02 	

Page 3

B.

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Special Assessment Receipts	
Fiscal Year 2019	

$248,140.89	$120,227.73	$269,938.41	$638,307.03	
ASSESSMENTS - TAX COLLECTOR	ON ROLL ASSESSMENTS	
38.87%	18.84%	42.29%	100.00%	
DATE	DESCRIPTION	Collection Period	AMOUNT	COMMISSIONS	Net Amount	O&M Portion	DSF Portion	DSF Portion	Total	

11/5/2018	Distribution #1	6/1/18-10/31/18	$805.25	
11/20/2018	Distribution #2	11/01/18-11/15/18	$40,806.16	
11/21/2018	PROP APPRAISER	N/A	$0.00	
12/6/2018	Distribution #3	11/16/18-11/30/18	$373,951.84	
12/20/2018	Distribution #4	12/1/18-12/15/18	$204,809.94	

$306.78	$148.64	$333.73	$789.14	
$15,546.07	$7,532.29	$16,911.69	$39,990.04	
($2,350.76)	($1,138.98)	($2,557.26)	($6,047.00)	
$142,465.75	$69,026.65	$154,980.41	$366,472.80	
$78,027.17	$37,805.25	$84,881.33	$200,713.75	

$16.11	$789.14
$816.12	$39,990.04
$6,047.00	($6,047.00)
$7,479.04	$366,472.80
$4,096.19	$200,713.75

TOTAL	$620,373.19	$18,454.46	$601,918.73	$233,994.99	$113,373.85	$254,549.89	$601,918.73

Assessed on Roll:

GROSS AMOUNT		ASSESSMENTS	ASSESSMENTS	AMOUNT	
ASSESSED	PERCENTAGE	COLLECTED	TRANSFERRED	TO BE TFR.	

Balance Remaining to Collect	$17,933.84	
Gross Collected	97%	

O & M	$248,140.89	38.87%	$233,994.99	
DEBT SERVICE-12	$120,227.73	18.84%	$113,373.85	
DEBT SERVICE-16	$269,938.41	42.29%	$254,549.89	

($236,345.74)	
($113,373.85)	
($254,549.89)	

($2,350.75)
$0.00
$0.00

TOTAL	$638,307.03	100.00%	$601,918.73	($604,269.48)	($2,350.75)	

TRAN
DATE	SFERS FROM DEBT SE
CHECK #	RVICE:
AMOUNT	
11/13/2018	TXFER	$306.77	
11/20/2018	TXFER	$15,546.06	
12/6/2018	TXFER	$142,465.74	
12/20/2018	TXFER	$78,027.17	
TOTAL	$236,345.74	
Amount due:		($2,350.75)	

		

C.

Amelia Walk	
Community Development District	

Check Run Summary

January 15, 2019

Date	Check Numbers	Amount	

12/20/2018	2542-2553	$30,293.81	

1/8/2019	2554-2564	$17,159.80	

Total	 	$47,453.61