Amelia Walk Community Development District

February  18, 2020

AGENDA

Amelia Walk
Community Development District
Revised Agenda
Tuesday	Amelia Walk Amenity Center
February 18, 2020	85287 Majestic Walk Boulevard
2:00 p.m.	Fernandina Beach, Florida 32034
Call In # 1-800-264-8432 Code 895984
www.ameliawalkcdd.com

Roll Call

Audience Comments

Approval of the Minutes of the December 11, 2019 Meeting

Consideration of Proposals for Preparation of an Updated Reserve Study
Community Advisors

Dreux Issac

Reserve Advisors

Consideration of Resolution 2020-03, Adopting an Internal Controls Policy

Consideration of Proposal from Trim All for Berm Landscape Enhancements

Staff Reports
District Counsel

District Engineer
Ratification of Requisition Nos. 34-39 (2018 Area 3B) and 60-62 (2018A)

Consideration of Requisition Nos. 40-42 (2018 Area 3B) and Requisition No. 63 (2018A)

Ratification of Earthworks Change Order No. 3 for Calumet Repairs

District Manager

Community Manager - Report

Supervisors’ Request and Audience Comments

Other Business

Financial Reports
Balance Sheet & Income Statement

Assessment Receipts Schedule

Approval of Check Register

Next Meeting Scheduled for March 17, 2020 at 2:00 p.m. at the Amelia Walk Amenity Center

Adjournment

2

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 Wednesday, December 11, 2019 at 2:00 p.m. at the Amelia Walk Amenity Center, 85287 Majestic Walk Boulevard, Fernandina Beach, Florida 32034.

Present and constituting a quorum were:

Gregg Kern	Chairman
Mike Taylor	Vice Chairman
Rose Bock	Supervisor
John Murphy	Supervisor
Mike Harbison	Supervisor

Also present were:

Daniel Laughlin	District Manager
Jason Walters	District Counsel (by phone)
Dan McCranie	District Engineer
Bob Johnson	Evergreen Lifestyles Management
Michael Molineaux	Evergreen Lifestyles Management

FIRST ORDER OF BUSINESS	Roll Call
Mr. Laughlin called the meeting to order at 2:01 p.m.

SECOND ORDER OF BUSINESS	Audience Comments
Mr. Leon Witko, 85069 Apopka Court, stated inside of the package there is an easement for AT&T. Communities like this don’t look at easement rights. They say it’s a public road and no, it’s a private road. The property owner can dictate within the contract. It’s not advantageous to the homeowners. Other associations actually bargain. The map that would have showed where this easement was is not shown there. It’s the owner of the property that gives up that grand deed. I also noticed it was for $10. That’s ridiculous. If we lend something to our Board it costs us like $25, $50 or $75 and they’re getting away with $10. If they only have 300 customers at $300 they’re making $1,000,000 in four years or a quarter of a million every year. There’s going to be 950 houses.

THIRD ORDER OF BUSINESS	Affidavits of Publication

Copies of the affidavits of publication for the rulemaking hearing were enclosed in the agenda package.

FOURTH ORDER OF BUSINESS	Organizational Matters
Consideration of Appointing a New Supervisor to Fill Vacancy (2022)
Mr. Kern stated as we’ve done in the past if there are any residents that have applied and have a resume in the agenda package if you would like to, speak and introduce yourself.
Mr. Mike Harbison, 85186 Champlain Drive, stated I’ve had a 40-year career in finance, including public revenue funding and general business. I worked for Seagram for 20 years and was a CFO in the beverage business. I’ve been involved in a number of projects over the years, including a $200 million motion picture complex in the Brooklyn Navy Yard in New York City. I’m retired now. Why do I want to be on the CDD board? There are two issues. One is just to be able to communicate and represent the residents. The second is enhanced communication with the residents because there is a lot of misunderstanding about what the CDD is and the HOA and the differences and that causes various anxieties so if I can improve that it would be great.
Mr. Taylor asked how long have you lived in the neighborhood? Mr. Harbison stated almost a year and a half.
Mr. Taylor asked how about you Mr. Robinson?
Mr. Jeffrey Robinson responded since July of last year.
Mr. Murphy stated in addition to Mike’s experience and background, he didn’t mention that he was a former member of the Winter Park Economic Development board and has worked on various task forces and was a member and treasurer of a 500 resident community in New York so I think he does have some experience beyond his business experience that would be beneficial for the Board to consider.
Mr. Taylor stated I assume everybody understands the roles and duties of a board member for the monthly meetings.

On MOTION by Mr. Kern seconded by Ms. Bock with all in favor appointing Mr. Mike Harbison to fill the vacancy was approved.

Oath of Office for Newly Appointed Supervisor

Mr. Laughlin administered an oath of office to Mr. Harbison.
Ms. Bock stated it’s good to see the same people here every time we meet and it’s always good to see new people and we hope you’ll come back. Don’t be discouraged if you are not nominated this time by this Board because eventually the three of us will go away. Apply again because we need people who are interested and who have followed the progress, or what you think is a lack of progress that we make.
Mr. Taylor stated we could have legal counsel go over the guidelines for the next board
seats.
Mr. Walters stated we have our elections every two years so next year being an even
year will be the election cycle and I believe at that point both of those seats transition to resident elector seats and there will be one remaining landowner elected seat. We have met the threshold, I believe, for the number of residents in the district to begin that turnover provision where the upcoming seats will be elected at the general election.
Mr. Laughlin stated I’ll have a talk with Mr. Harbison after the meeting about the Sunshine Law and such.

Consideration of Resolution 2020-01, Designating Officers
Mr. Laughlin stated I’ll read out our current slate of officers and then I think the easiest would be a motion to keep the designations the same while adding Supervisor Harbison as an Assistant Secretary. Currently we have Supervisor Kern as Chairman, Supervisor Taylor as Vice Chairman, Supervisor Murphy as Assistant Secretary, Supervisor Bock as Assistant Secretary and from my officer we have James Perry as Assistant Secretary and Treasurer, I am Secretary and Assistant Treasurer, Dave deNagy, which we should remove him since he is no longer with us, is currently Assistant Secretary, James Oliver is Assistant Secretary and Ernesto Torres is Assistant Secretary. The people from my office are listed as officers for document and check signing purposes. I look for a motion to remove Dave deNagy as  Assistant Secretary and adding Supervisor Harbison as Assistant Secretary.

On MOTION by Mr. Murphy seconded by Mr. Kern with all in favor resolution 2020-01 designating Supervisor Harbison as Assistant Secretary and removing Mr. deNagy with the remaining slate of officers staying the same was approved.

FIFTH ORDER OF BUSINESS	Approval of the Minutes of the October 15,
2019 Meeting
There were no comments on the minutes.

On MOTION by Ms. Bock seconded by Mr. Taylor with all in favor the Minutes of the October 15, 2019 meeting were approved.

SIXTH ORDER OF BUSINESS	Ratification of Date Change for the Public
Hearing on the Amended and Restated Rules of Procedure
Mr. Laughlin stated the public hearing was originally scheduled for the November meeting, which wasn’t held due to quorum issues, so I need to ratify changing the date to today.

On MOTION by Mr. Kern seconded by Mr. Taylor with all in favor changing the date of the public hearing on the amended and restated rules of procedure to December 11, 2019 at 2:00 p.m. was ratified.

SEVENTH ORDER OF BUSINESS	Public Hearing for the Purpose of Adopting
Amended and Restated Rules of Procedure; Consideration of Resolution 2020-02

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor the public hearing was opened.

Mr. Murphy stated thank you, Mr. Walters for clarifying a couple questions that I had regarding some of the issues within the rules of procedure and also for explaining that most of it is a pro forma to comply with statutory changes that the State of Florida had put in place so that our CDD rules and procedures are compliant with that, and that we do this periodically to refresh this after changes to the laws and so forth.
Mr. Walters stated I think when we first had consideration of setting the public hearing, I included a memorandum outlining the basic changes, but as I’ve discussed with Supervisor Murphy, this is something we do every four or five years. We start when the district is formed with a comprehensive rules of procedure, which you can see govern high level district

operations and a lot of that is based on statute. You can see the references throughout that document so about every four or five years my office goes through collectively and does a comprehensive update and then this is something we roll out to all of the districts that we represent so close to 200 districts will have the identical rules of procedure you see in front of you, so this isn’t an exercise that for Amelia Walk we felt there were problems or needed to be changes, this is something we do on a regular basis to make sure we’re in conformance with statutory provisions and best practices.
Mr. Taylor asked were there any substantive changes or is just mainly cleanup and adoption of the state changes?
Mr. Walters stated they’re all substantive on some level but the bigger ones are ones that are candidly probably now going to be behind us as we come to the completion of construction but there were some changes on the procurement side. Over the last few years it seems the hot button issues with the legislature have been the ethics and public records and those type of provisions, which we will always deal with. We’ve brought to you over the years the legislative updates to highlight those as well so those changes have been incorporated into the rules but there is nothing that’s going to be earth shattering or greatly alter our operations, it’s just something we always try to do to make sure we’re compliant.
Mr. Buddy Price, 85037 Cherry Creek Drive, stated I just have one question. What changes were made that were not required by statutory requirements?
Mr. Walters stated for example the statute may say under procurement, if you receive zero responses, then you proceed in the manner most expeditious to the Board and we provided some clarification guidance on that. There’s nothing earth shattering, but where there are statutory provisions that say do X, Y, or Z, but they’re pretty non-comprehensive in guidance on that, sometimes we will provide additional provisions but there was nothing largely substantive in terms of the non-statutory. Most of it was cleanup on the language and making sure any references were accurate as well.
Mr. Leon Witko stated first of all I have to comment to the Board on reaching the level of speech on mic. This is the first meeting in years I finally heard whoever was on the other side of the line talking. As far as the rule changes, even though it was stated there was nothing significant in what changes there might have been, it would have been nice to see that.

Mr. Laughlin stated I believe there was as redline version in the previous agenda a couple of months ago when we first set the public hearing date. The agendas are available online.
Mr. Leon Witko stated there are things that are done that we don’t know until after the fact rather than just saying we had a meeting.
Mr. Laughlin stated this was in the agenda for the previous meeting if you want to look.
The redline makes it easier.
Mr. Steve Lane, 85014 Majestic Walk Boulevard, stated I’m trying to empathize with my neighbor right here. Being that there wasn’t a meeting last month and things were done the previous month, I tried to read the email, but it doesn’t seem like there is a carry-over so obviously nothing was happening in November, but something might have happened in October. Could we put that in?
Mr. Laughlin stated this is the same agenda from what would have been the November meeting. We just want to finish the public hearing on the rules of procedure while it’s open.

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor the public hearing was closed.

On MOTION by Mr. Murphy seconded by Mr. Kern with all in favor resolution 2020-02, adopting amended and restated rules of procedure was approved.

EIGHTH ORDER OF BUSINESS	Consideration of Roadway Easement for
AT&T
Mr. Kern stated I had this one added to the agenda and just a general comment, this is in regard to the new phase four construction. We’ve entered into many agreements with AT&T. District counsel has reviewed it on our behalf. Jason, this is a particular item on the agenda that a resident made a comment on in the opening comments. Would you perhaps give us a rundown of what that easement language allows for?
Mr. Walters stated I think a lot of the focus of that comment was on what I will call the price of that easement, if you want to call it that, or getting something out of it. I’ll make a general comment about that first because it’s very important. The roads within the community are public roads. The entity that is meeting today is a public body created by statute and

governed by all of the rules that other public entities are, including cities and counties. One of those very explicit provisions in the state law is that cities, counties and other local governments are prohibited from charging access fees, right of way fees and everything like that for telecommunication. Part of that is because they don’t want a patchwork of doing business in this city costs you this much and then they’re playing favorites and everything else, so the legislature has prohibited local governments from assessing those type of fees for right of way utilization for telecommunications, so that is why we don’t charge a fee related it to this; it’s because we are expressly prohibited from doing so. I candidly wish it wasn’t that way because that would be a good source of revenue, but the legislature in whatever their wisdom may be, has decided that is not something they’re going to allow. In terms of the roadway easement itself, this is something that Mr. Kern forwarded to me and I did provide revisions to that. It’s a fairly straight forward easement agreement that you would see in right of ways everywhere else. The key language if you look down is the second or third paragraph related to the indemnification. That’s something we require when anyone goes digging through our dirt or within our right of way and that provides that AT&T will indemnify, defend and hold harmless the district so if there is any damage to any property or any liability associated with them digging or installing their facilities they have indemnified the district for that ability to do so, which is critical for us. The other language provides that they can provide access and repair to those facilities if there is a break in a line, they have the ability to do that and it requires them to maintain and restore that property to its prior state if you will. This is the easement that has been negotiated. We have gone back and forth with AT&T over the phases and candidly, throughout the state on several of their easement documents so we’ve beefed up the language in terms of protecting the district, but the reason we don’t have those fees associated is because we’re not allowed to.
Mr. Harbison stated in Winter Park when, I think it was the predecessor to Comcast, was proposing a plan to provide free public access internet, as a member of that board there I said we should charge them and they said, but it’s free, and I said yeah, but they’re getting access to our network and getting access to our residents in the sense that they were going to be logging things and they were going to be tied in some ways to Comcast. The resolution was they provided some free service in a bunch of other area schools and stuff like that. Is that

different than this situation that you can’t charge access fees and what we did in Winter Park wasn’t an access kind of fee?
Mr. Walters stated I’ve seen things like that before. There is an attorney  general opinion out there that, I’ll call it ‘frowned’ upon that. The other interesting wrinkle of this is that cities and counties and other local governments are prohibited from charging those fees, however there is a fee that be allotted that goes into a statewide pool so you’re not trying to negotiate individual contracts, but there can be those fees charged that go into a pool, if you will. The unfortunate news for us, is that is only distributed to cities and counties so we are prohibited from charging the fee upfront, and we do not get to participate in the pool telecommunication right-of-way fees that are charged throughout the state. Some people have looked at that as a way around it. At the end of the day, when you’re dealing with a community, especially with a few hundred homes, versus the city of Winter Park, which has 50,000 homes they’re trying to make a business decision in terms of I have to spend all this money up front and I’m not going to charge anyone for that up front installation and it has to make business sense, so we’ve generally taken the position that they will charge the rates that the market will bear and people will choose to use them or not, but it’s an expensive proposition to lay miles of cable and oftentimes I’ve got a couple communities where you can’t beg someone to come in. You almost have to pay them to come and do it because it’s such an expensive proposition but that is the unfortunate rub of the pooled resource fees is that we don’t get to share in that pot, it’s only cities and counties.

On MOTION by Mr. Kern seconded by Mr. Taylor with all in favor the roadway easement with AT&T was approved.

NINTH ORDER OF BUSINESS	Staff Reports
District Counsel
Mr. Walters stated to the point about statutory changes and how we implement our rules, the legislature has a meeting in terms of their committee weeks. Their general session does start in January and as we’ve done in the past, we will provide the legislative updates. The first couple of those have come out, so I will distribute those to the board members and for the newer board members, essentially what we do is monitor all the bills that are filed that would specifically impact district business so if there’s amendments to chapter 190, which governs

district operations, or chapter 112, which deals with public officers and things like that we monitor those, see where they’re going and then we provide an update to the board so you’ll start to see those coming out. Again, it’s fairly early in the process as we get into late January early February we will have a better idea of which proposals have legs, which ones are getting sponsors and traction but when you get those reports feel free to reach out to me if you have any questions and we will provide an update at the next board meeting as well.
District Engineer
Ratification of Requisition Nos. 59 (2018A), 54 (2016) and 29-33 (2018 Area 3B)
Mr. McCranie stated number 29 is to Hopping Green and Sams for legal services for phase 4A. Number 30 is for Earthworks for construction of 4A. Number 31 is to Earthworks for construction of phase 5. Number 32 is the application fee for the revisions to phase 5 payable to Nassau County and number 33 is the pre-construction meeting application fee to Nassau County. Number 59 is the 4B portion of Earthworks contract and number 54 is from an old bond amount, which we approved two months ago to Sundancer Sign Graphics for the signage, that for some reason two years ago never got paid.
Mr. Murphy asked that’s from 2017?
Mr. McCranie stated yes but we talked about it two months ago and we found that it had never been paid and was due, so we approved it two months ago and I prepared the requisition.
Mr. Laughlin stated I believe that was billed to us about a year late, so the Board at the time was not going to pay for it due to that error. This was I think early 2018.
Mr. Kern stated yes, we wanted to look into it to make sure it hadn’t been paid previously and it came full circle another year later. We did the research on the district accounting side and determined they had not been paid in full.
Mr. Harbison asked is this schedule of requisitions what you were just referring
to?
Mr. McCranie stated that is a printout of all the different requisitions that have
gone through, how much they’re for and who they go to.
Mr. Harbison asked so the 54 that you just mentioned?

Mr. McCranie stated that’s a different one because it’s a different series. We’ve got three different series going on.
Mr. Murphy stated in reviewing the requisition listing you put together, 1-54 paint the picture of requisitions without reference to what bond issue they’re associated with. In subsequent sections of the agenda you do break out requisitions under the different bond issues and I was going back and forth, and I did find how it was done. I don’t know if you’re going to continue to do that but if it would be possible to make reference to the bond issue because I think that’s the driving force behind how they’re linked.
Mr. McCranie stated not a problem.

On MOTION by Mr. Murphy seconded by Ms. Bock with all in favor requisitions 59 (2018A), 54 (2016) and 29-33 (2018 area 3B) were ratified.

Acceptance of the 2019 Annual Engineer’s Report
Mr. McCranie stated every year I do an annual report. It’s supposed to be done in June or July, so I apologize. It is typically for the trustees, but it comes before the Board for review. If you have any questions, please let me know.
Mr. Murphy stated I spent some time with one of our residents who is here today concerning the intersection of the Calumet Drive and Berryessa Way and I’ve been told that he was told a long time ago that repairs were to be made from damage that was done, and that hasn’t been done to date. I’m hoping we can be more responsive in the near term to that issue. In addition to that, your pictures clearly reflect the damage to the curbing at that intersection, however when I went out and met with the resident, if you look at that intersection there is certainly depression and lowering of the surface of the road, which may need to be repaired. I don’t know if that’s under your purview or scope. I didn’t see it mentioned here or any reference to that. Do you have a general idea of what I’m talking about?
Mr. McCranie stated yes, and we have looked at that and there doesn’t seem to be a failure. We had Earthworks go in about a year ago and they did not find any specific failure there because that was one of the items way back when that we thought we were going to be fixing during construction of phase three. Based on timing and everything else, for some

reason Earthworks couldn’t get to it because of the speed of what happened. We have been recommending it to get repaired. I’ve got some other things to talk about with these areas, Mr. Geiger’s area and the Santorelli cul-de-sac. I know it’s important to Mr. Geiger, but the driveway area is not a structural item, its aesthetic, so it’s not a problem to the community; this is, so in general for the way the project is, the subdivisions will maintain in good shape for its age. That’s really what the annual report is for.
Mr. Kern asked and you’ll go into more detail on that specific item? Mr. McCranie stated yes.
Mr. Murphy asked would you be able to specifically attach a timeframe for when these things would be done?
Mr. McCranie stated no, because I don’t do the construction. If we get past the annual report, I’ll get to that and all of our attempts to get price proposals to get the work done.
Mr. Taylor asked does it comply with all of the requirements of the trustees? Mr. McCranie stated yes, it does.
Mr. Harbison asked by trustee you mean the bond trustee?
Mr. Laughlin stated yes, it’s a requirement to have this done annually within the bond indenture.

On MOTION by Mr. Taylor seconded by Mr. Kern with Mr. Murphy and Mr. Harbison opposed the 2019 annual engineer’s report was accepted.

Ms. Bock stated if it was supposed to be done in June, I didn’t know that, so maybe you’re the only person who knows that. How do we get it done timely?
Mr. McCranie stated what happened is late June or early July is when it pops up, usually Courtney or somebody at GMS reminds me and then it takes me some time to get the report done so I need the Board and I’ll ask GMS as well to help remind me to get it done. This is the first time it’s been this late over the last 12 years.
Ms. Bock asked but is it due in June or is that when you’re allowed to start it? Mr. McCranie stated it’s due in June or July. I don’t know the exact date.
Mr. Taylor asked did we get any notices of default for not presenting it? Mr. McCranie stated no.

Ms. Bock asked can you tell us then that you’re going to get all the reminders you need, and it will be done in June of 2020?
Mr. McCranie stated yes. At the last meetings and through earlier meetings with Mr. Geiger we were asked to go look at the cracking that it still there and I did, and I’ve got some pictures. It was repaired with a concrete patch over it that is now spalling and being removed so you can now still see the crack into the curbing that is in front of his driveway.
Mr. Taylor asked do you know who did the repair?
Mr. McCranie stated Earthworks did the repair while they were finishing up phase three. It did not hold so whatever it is, it is not adequate. On October 24th we did a walk- through of phase four and at that point in time we also met with Earthworks, described the cul- de-sac work that we needed a proposal for, as well as Mr. Geiger’s and the corner work. On October 25th you, Mr. Murphy, had emailed asking where we in that status are, and I let you know that we had asked for a proposal and we had just done the walk-through. The request went in and I did a second follow up with Earthworks reminding them to give me a proposal on November 8th. On November 12th you had followed up to find out where we are, and I told you I’m still waiting, and you said please give it to me as soon as you get it. On November 12th I sent another request and then sent another request on December 4th. On December 9th you also then sent an email asking me and I still don’t have any proposal from Earthworks. That’s why I can’t give you a date because we don’t do the work. I can just ask for the work to be done.
Mr. Kern stated I know you’ve been making efforts to get the proposal. I received one today front them. If you’d like, we can share it with Dan to have them do a review both on the Williston cul-de-sac and the intersection. Ultimately, to Dan’s point, we need a proposal. We can review it as a Board, take the engineer’s recommendations on his review of it and then decide to take a motion from there. That would ultimately drive the timeline.
Mr. Murphy stated but you just got it today.
Mr. Kern stated yes, so I was able to print two copies and brought them with me.
Mr. Taylor asked is there a threshold requirement that we have to get more bids if it’s over a certain amount?
Mr. Kern stated these are provided to us in the form of a change order to their current contract so Jason, correct me if I’m wrong, but I think we wouldn’t need to do a formal public bid if we’re going to do a change order to the existing contract with Earthworks.

Mr. Walters stated no if it’s a change order we have the change order process for that, which Dan is familiar with and we’ve done a few times in the past on several projects. How much is the amount in question?
Mr. Kern stated one in the amount of $37,000 and the other in the amount of $22,000. The repair at Calumet, and I haven’t had a chance to look at the line items, the break down and unit costs, is just over $37,000.
Mr. Walters stated we do not have any procurement issues there. It would just be a change order to the existing contract we have with them.
Mr. Harbison asked can I ask a question about the procedure? You have a relatively small issue that Earthworks repaired, and it didn’t work or whatever. Are they getting paid for that work in whatever form?
Mr. Kern stated for some background, I think what they had done in the past was some patching on the curb.
Mr. McCranie stated yes, and they didn’t charge for that and we didn’t pay for that.
Mr. Kern stated there was some belief that it was caused by phase three, so we agreed to participate as a district and take care of that effort and I think Earthworks did it at no cost. This is a separate item that has been somewhat ongoing. There was an investigation done as Dan mentioned. My understanding is that they ran TV cameras through the storm drain, which crossed that intersection there. The concern was a depression in the asphalt could be due to a leaking storm drain and that storm drain leaking is letting the road base go through and ultimately the asphalt dips. They ran cameras through and there were no leaks identified in the storm drain, so that’s part of that investigation of that repair, so we feel confident now that it’s basically going to entail removing a section of that asphalt, releveling all of the road base material, compacting everything to meet the standards and then I think there is some curb replacement as well as rebuilding the inlet itself. Most of those on the intersections are generally poured in place so I think that’s the scope. Dan might be able to identify better on that proposal.
Mr. McCranie stated yes, and we probably need some time to check out the quantities and everything else.
Mr. Harbison stated we don’t need to approve it right now, but I would like to hear about that.

Ms. Bock asked do we have any recourse when someone ignores requests? Is there anything in our contract with them that requires that?
Mr. Taylor stated I would think not on this because we’re not going back to the contractor that did this original work. I’m assuming it was a different contractor.
Mr. McCranie stated yes it was AJ Johns.
Mr. Taylor stated I think what Mr. Kern has been trying to do with Dan’s help is to solicit people that are on site to get the lowest price and they have their other job to complete on time so it’s one of those scheduling things but now that we’ve got that he can review it and we can make a motion probably at the next board meeting to authorize the change order, assuming everything checks out, and then get into scheduling the work.
Mr. Kern stated the only other thought I have is we could do a designee potentially in the interim that could work with the District engineer.
Mr. McCranie stated you guys as a Board could authorize Mr. Kern up to this total amount and then if for some reason this is too high for some units or something like that, we can push them down.
Mr. Kern stated yes, a not to exceed and then we wouldn’t have to wait until a January meeting, assuming we have a January meeting.
Mr. Taylor asked so what was the total amount?
Mr. McCranie stated the first is $37,730.05 for the repair to Calumet intersection and for the repairs to the Williston cul-de-sacs it is $22,461.18.
Mr. Taylor asked is that the one with the curb that was holding water?
Mr. McCranie stated yes. They would be demolishing 130 feet of curb and installing 130 feet of curb, removing driveway pavers and replacing those driveway pavers. Then there’s asphalt, asphalt patch, demo inlet tops, replace inlet tops, surveying and mobilization.
Mr. Taylor asked are they doing this work by a design or based on their field experience?
Mr. McCranie stated by their field experience knowing it’s not changing much; it’s just fixing the slop of the curbing.
Mr. Kern stated well theoretically we’re going back to the original design.
Mr. McCranie stated exactly. I don’t think it was ever built at 0.3 percent slope. It might be 0.2 or 0.15.

Mr. Kern stated so the direction essentially was get back to the original design so you have a design that you’re going off of.
Mr. Taylor asked this is in phase two?
Mr. Kern stated phase two and phase one is the Calumet item. My only other thought then is funding this. That’s almost $60,000. Dan, I know we have a road reserve line item. It seems appropriate but is there anything in the budget for maintenance and repairs?
Mr. Laughlin stated not really in that amount. We have the capital reserves, which essentially is road repairs.
Mr. Taylor stated if you look under section X, tab A, page three, what he is referring to is the reserve amount.
Mr. Laughlin stated so we do have $100,000 going into reserves this year from the general fund so that money can be used. That was in the long run for saving up for when the roads do need to be repaired, which is going to be pricey.
Mr. Kern stated Dan, if you’ll notice in Dan McCranie’s annual report there is a mention of the life expectancy of our roadways. Most of them, of course phase four or three, and even phase two are out in 2030 or so, and phase one is the one that by Dan’s report is expected in the next three to four years to have significant repairs.
Mr. Murphy asked does that encompass from the entrance all the way up to the beginning of phase two?
Mr. McCranie stated yes, it is all of the phase one roadways. Assuming that we would mill and resurface with an inch of asphalt.
Mr. Kern stated I think we’ve done reserve studies in the past although they may be dated at this point so it may be worthwhile to do that again to understand that dollar amount.
Mr. Laughlin stated yes, the previous board had a specific road reserve study done to look at the costs.
Mr. Harbison stated we would resurface roads from the beginning of the community even while we’re doing phase four and five?
Mr. Taylor stated that’s up to the Board to contemplate.
Mr. McCranie stated that’s why we have that back entrance to get most of that construction equipment using the haul road.

Mr. Laughlin stated ideally, we should be done with construction by the end of next year so by the time the roads need to be repaired construction should be done.
Mr. Kern asked Dan, is any of this work that we’re doing now essentially being redone in the three or four years when we come back and mill and resurface everything again? Particularly phase one.
Mr. McCranie stated not really because if you look at Calumet, the paving that they have to do and the asphalt patch you would have to do twice.
Mr. Kern asked so you would mill and resurface around that patch?
Mr. McCranie stated no, I’m going to mill and resurface the whole road so this $3,654 would basically get thrown away because we would not want to patch even though it’s newer asphalt.
Mr. Taylor asked I’m assuming you don’t want to wait another year? Mr. McCranie stated no.
Mr. Kern stated if we could identify the curbing or something that is critical, I hate to have sump costs but if it’s that to that tune I don’t think it’s a large dollar amount.
Mr. Taylor stated I would vote that it’s not worth carving that out.
Mr. Kern stated the expected life of the repairs is an estimate of course. That’s not to say that in three years 100% of the road looks the way it does today would we feel the need.
Mr. McCranie stated we could check it out at that point but just knowing at that point we are on borrowed time, because 17 years is a long life expectancy, but maybe some of the smaller roads don’t get quite as much traffic we might be able to do the roads in different phases based upon where we are. Right now, they look good so they probably will last longer than three, especially with the patches that we did a few years ago.
Mr. Kern stated I just wanted to make that a point of conversation for the Board. We do have the road reserve in the budget, which is great, but more than half of the budget for this year would go toward these two repairs.
Mr. Taylor stated just note that reserve is going to have to go up in years forthcoming because it’s not going to be sufficient. If you look at the report, it’s more than $100,000.
Mr. Kern asked Dan, how do we initiate another reserve study?

Mr. Laughlin stated I’ll go out and get proposals. There are about three or four companies that do it so I would just bring proposal back for the board to approve. I can do that for the next meeting.
Mr. Kern stated I’d be interested. We invested heavily in the amenity center and the facility here and we have some new roadways. I think the sooner we can start capturing a  dollar amount then we can start reserving for it. It’s a smaller amount today than it is 10 years from now when we have to fix something.
Mr. Laughlin stated it’s possible there might have been some sort of clause in the previous reserve study that would allow us to update it for a smaller cost, so I’ll look into that too.
Mr. Kern stated so to come full circle, do we want to allow me to work with Dan on a not to exceed?

On MOTION by Mr. Taylor seconded by Mr. Murphy with all in favor authorizing Mr. Kern to work with District staff on facilitating roadway repairs in an amount not to exceed $60,000 of reserve funds following review of the proposal provided was approved.

Mr. Kern stated Dan and I will work diligently as soon as he’s completed his review unless there’s something major, we have to discuss with the Board.
Mr. Taylor stated one comment to the general public; there is still a lot of construction activity and a lot of builder activity. If you see any trucks that we don’t control damaging curbs or other facility improvements, we have Evergreen that does site inspections too, but we can hold onsite contractors accountable if we know about it in time so if you bring those to our attention or take a picture it shouldn’t be incumbent upon the residents to pay for this.
Mr. Kern stated once Dan and I have the schedule I will get that to Daniel Laughlin and we will update the Board, and of course the residents too, because that work is going to happen right in front of your house so we want to make sure staff can help me notice the residents. There will not be access to driveways during that work. That will give us a completion timeframe as well.

District Manager

There being none, the next item followed.
Community Manager - Report
Mr. Johnson stated I think most of you have either seen the emails or met Michael Molineaux in person so I’m happy to welcome him aboard here to Amelia Walk. He’s been with us for close to a month now and he’s spent a lot of his time up here dong a lot of good things. Personally, just working with Michael has been great so far and the feedback from the the homeowners that I’ve been copied on has been really good. He’s got a really good eye and a lot of experience and he’s done a lot of little things already that you may have noticed around the amenity center and around the community so we’re certainly happy to have him on board and you can find him here in the office.
Highlighting some of the maintenance items that have been completed, again these were all done by Michael. We had the striping of the parking lot lines redone. Some shrub replacements around the parking lot. The gym hallway bathrooms light switches were replaced with motion sensors. We replaced the plastic structure housing the pool chemicals and a damaged receptacle on the gym floor. A damaged sensor clip for one of the treadmills. We added some river rock around the gazebo area. We don’t have gutters on the gazebo and it’s very costly to install them and we were noticing a little bit of runoff at the base, so just putting a little bit of river rock to match what is already around the tennis courts from our landscape company. A lot of small, not very costly projects but will definitely improve the appearance and address some issues like the erosion. I had some trees limbed up around the amenity area and then we’ve placed the outdoor fans that we hadn’t been able to determine why they  weren’t working after the renovation on a timer switch, which is right outside the door here so folks can turn the fans on but the timer switch allows them not to be running all day and night.
Some of the other items that are in the process of being completed; Michael did a ride around with Onsight Industries last week to identify any missing or damaged signs throughout the community and we’re awaiting their proposal. We have a damaged monitor on the first machine when you walk in to the gym on the right. We’ve sent in that warranty request. Recently last week also the Christmas wreaths went out. This building was obviously  decorated and we had some power issues with the GFIs and the breakers up front, so they’ve been addressed on each side of the entry and those also contribute to the lighting of the Amelia Walk entry signs and I know the sign on the exit side the lights kept tripping so we’ve had that

addressed and Christmas lights are being installed today. We have Coastal Current coming out tomorrow to address the island portion where we had some other GFI issues and that’s where that lighthouse-looking structure is. The other thing we’re working with North Florida Irrigation who services our fountains for a proposal to replace some of the timers and check some of the lighting on the fountains. There’s a lot of old equipment with those timer boxes for the fountains so they intermittenly go out and we’ve had reports from homeowners that the lighting isn’t very consistent and I think it has to do with the older timer equipment and power issues.
We have a couple of bids and proposals in the packets today. Both are suggestions from Michael. The first is the addition of an outdoor bench in the gazebo area just to the right. We have a picture of where it would go between the two columns on the right-hand side. This would be a six-foot black powder-coated bench. The cost would be $759, plus shipping, which shouldn’t exceed $1,000 and then we have a maintenance person on staff who would cement them into place and I think we would charge a small fee for that so it would be around $1,000 for the project.
Mr. Taylor asked would that be bolted down? Mr. Johnson stated yes.
Mr. Kern asked is it in the budget?
Mr. Johnson stated it’s not a specific line item in the budget but we have general maintenance and lines like that, that we usually don’t exceed or reach.
Mr. Taylor stated I don’t see it in the budget.
Mr. Laughlin stated it’s the facility maintenance line item.
Mr. Taylor stated okay we have $5,000. What was your other item?
Mr. Johnson stated a bike rack for the pad that’s right off the parking lot over here. It would be the same company so the shipping costs would be a couple hundred bucks for the two items total. I’ve used them before so the cost for both items is $1,050 and then you’re throwing in around $300 for shipping and our maintenance guy can bolt those in.
Mr. Taylor asked and the third item was sealing the deck work? Mr. Johnson stated yes. That was a request from the Board.
Mr. Taylor asked was that included in the contract for the renovation?

Mr. Kern stated it was not. It was actually supposed to be removed because it was built out of pressure treated lumber so it has to adhere and they would be long gone by the time the work would actually be done so we removed it to be done at a later date.
Mr. Taylor asked so we had a credit for that item out of that contract.
Mr. Johnson stated I think the two amenity outdoor items would not exceed $1,500 and then obviously we have proposals for the staining.
Mr. Harbison asked when we do something like take it out of the facility maintenance line item, do we adjust the adopted budget, especially for bigger items? Or for example, the decorations for holidays are zero.
Mr. Laughlin stated I’ll have to look back but I think we moved the decorations fund this year to special events so it all comes out the special event line item.
Mr. Kern stated when it comes to budgeting season we will go back as a Board and review the actuals and adjust line items if necessary to adopt the budget for the next year.
Mr. Harbison stated just so if we’re going through it during the year we don’t have to keep remembering everything.
Mr. Laughlin stated at the end of the fiscal year we do budget amendments, which are brought to the Board and it essentially just moves line items around so anything that is above or under budget kind of merges all together so it comes out even.
Mr. Johnson stated traditionally we would have a site improvements type line item. Obviously these were two things while walking the property that Michael thought that spot would be perfect for a bike rack and we’ve actually had residents come to the gym and leave their bike up against the side here.
Mr. Harbison asked what is the fiscal year?
Mr. Laughlin stated October 1st through September 30th.
Mr. Kern stated these actuals are October through November. There is a repairs and maintenance line under repairs and maintenace of $40,000 but the actual is $3,200 through November 30th.
Mr. Laughlin stated facility maintenance is more of a contract thing. Repair and maintenance is more of a catch-all for any type of repair or new item that’s added.
Mr. Johnson stated I think we had a significant amount remaining last year.

Mr. Taylor stated I will support the bike rack. I’m open to discussion on the bench seat. I think it’s nice to have. I think the sealing of the deck should occur. I don’t know about a solid color. Is it transparent?
Mr. Molineaux stated there is a variation of choices. Mr. Taylor asked does the price change based on that? Mr. Molineaux stated maybe by $100.
Mr. Kern stated I agree the sealing of the wood decking is probably important for long- term maintenance and operations costs. The bike rack seems very functional. The bench could be debatable. Maybe the resident board members could weigh in.
Mr. Murphy stated I think the wood staining of the deck definitely should be done. The bike rack is fine. The bench is nice and a great idea, but perhaps we should hold off on that so we can budget for it.
Mr. Laughlin stated maybe once it warms up a little bit in the spring.
Mr. Johnson stated we have three proposals for staining of the deck. Michael worked with all three companies and Hall’s Quality Painting was the most competitive of the bids and I think Michael got a really good impression from them.
Mr. Molineaux stated I live on the island so I know the company very well.
Mr. Johnson stated so I think that would be our recommendation. They do provide two options there. The only difference being the actual paint used. One is a flood CWF UV clear wood finish and the other is a Superdeck solid stain so that’s the question of do we go with clear or color; it’s a $100 difference. Again, we can do a not to exceed.
Mr. Taylor stated I would recommend a not to exceed and I’d like to see the color if it’s

a solid.

Mr. Johnson stated we can work with the Board.
Mr. Kern stated I can ask the architect who did the amenity renovation to weigh in and

give us their selection and we can certainly go from there.

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor staining of the deck in an amount not to exceed $1,500 was approved.

On MOTION by Mr. Taylor seconded by Mr. Kern with all in favor installation of a bike rack in an amount not to exceed $1,500 was approved.

Mr. Johnson stated the last item I have is a reminder on the Holiday Fest event on December 20th. You should have all received an e-mail blast if you subscribe to those notifying everyone of the RSVP information and things like that.

TENTH ORDER OF BUSINESS	Supervisors’	Requests	and	Audience
Comments
Supervisors’ Requests
Mr. Murphy stated you have mentioned this before, but Bob did get the information  that we asked as far as the number people that are visiting the facility center included in a spreadsheet. I think we have over 300 or so and about 87 core people that have been coming into the facility, so I think that’s a good start in utilization for our new gym.
Mr. Johnson stated that was 87 different residents visiting in November so that was just a one-month sample.
Ms. Bock stated if you go back to the minutes of the October meeting, page 13, the eighth order of business, the check register being approved for a total of $72,066.71, Mr. Kern questioned the amount and Mr. Laughlin was going to check on that.
Mr. Laughlin stated I missed that. I’ll send you an email tomorrow on it. I believe it was correct. I know I sent an email to the accountant.
Ms. Bock stated I just want to ask everybody that is involved in this Board with a job title to check these minutes because sometimes when you’re looking at them you expect to have some answers and sometimes, they’re not here so we can do better.
Audience Comments
Mr. Leon Witko stated going back to the easement, I understand the roads are not public roads, it seems they have not been accepted by the county or the city in which the community is being developed so therefore they are not public roads yet. Along that line, as far as giving out an easement it’s ridiculous to say in perpetuity. You’re giving away land. At this point these are still not official public right of ways so we can actually dictate to the utility company what utility size they plan to put in there, where they’re going to put it in, which we haven’t seen in the information that was sent out for this meeting and according to what Mike

says, that is when the utility companies come back and say we’re doing our best and then they say well we can reduce rates. That’s how it’s done in the field because once they get those lines, they can put anybody else’s cable in there and they’re charging hundreds of thousands of dollars. It’s not just one line, and especially future utilities as far as when they want to put a tower or anything, that’s when problems develop.
Mr. Buddy Price stated if I recall in one of the previous meetings the conclusion on the asphalt on the cul-de-sac there was a problem with the installation; that it was not installed  with the correct slope. I think I heard that again today that the slope is not what it was  supposed to be. If that is the case, why are we paying for the repair if Earthworks put it in incorrectly? That $22,500 should be a warranty repair as opposed to being a cost to the CDD. My second item is pond pumps. I talked to Michael and Bob about this earlier. The ponds are getting a little low because the water table subsides from the construction next door to the ponds. Those pumps are not inexpensive to repair and if they start sucking up dirt and gravel it will tear them up and that’s a cost to us. They said they brought a guy in to take a look at it and he said the levels were okay right now. My comment is we have to get it in writing that if something does happen like that they pay for the repairs, not us. Another item is the entry area, I brought this up before with other issues, but the shared cost of the Village Walk community, that area from the road in, that section in particular related to future Christmas lights, sprinklers and everything else, we need to make sure there’s some sort of formal agreement with Village Walk to share costs for road repairs or lighting or sprinklers. You guys said you are talking to them and doing that but I’m not aware of any formal agreement with that community and since they’re not a CDD it would be with the community itself and would need to be set in place in the very near future so we’re not footing the bill for their community. Lastly, I just wanted to get clarification on the future board seats. If I understood correctly, next year the two resident members come up for vote.
Mr. Taylor stated the developer seats.
Mr. Buddy Price asked and the voting on those will be by whom?
Mr. Laughlin stated they will be on the ballot when you go to vote for your elections.
Mr. Buddy Price stated so we the community get to vote on that, but you all still own the majority of the votes?
Mr. Laughlin stated no, it will be four residents at that point and one developer.

Mr. Buddy Price stated so at that time we will have the ability, if we want to, to put residents in that place?
Mr. Laughlin stated yes.
Mr. Dale Lewis, 85584 Berryessa Way, stated as you people on the Board know, you put mailboxes right across the street from my house. I’ve lived in that area for over two years and in discussions with Senator Rutherford’s office, I gave you an email from them stating that the people that they talked to, meaning the post office, and at GreenPointe you guys would not or will not do anything for me. I guess you feel like if somebody moves into a house and lives there for almost two years that you can do whatever you want to, even though that is, from what you say, a common area across the street. I still feel like my rights have been infringed on. It wasn’t the right thing to do. There’s a good movie at the AMC theater that’s being  played right now, Mr. Rogers. I recommend it to you. I’m not going to stop coming in here, protesting, picketing, getting signatures, or doing whatever I can or whatever I have to do to get this alleviated. In your minds it’s not going to make any difference. Maybe when the Board changes then something will be done. On Champlain they have cluster mailboxes on their property. They remainder of Berryessa and Banbury Court there is no common ground so what they have over here on Champlain, to my feeble mind, I don’t see why you can’t do it over there or why you didn’t do it over there to begin with. Maybe it’s a builder’s thing and it’s easier to sell a lot with no mailbox on it so just go ahead and put across from somebody else’s house that’s already been sold and problem solved. I don’t think that’s the way to do things in my opinion. I just don’t think it’s right. That’s my speech for this month and I’ll be back January 21st.
Mr. Steve Lane, 85014 Majestic Walk Boulevard, stated I’m going to talk with Michael and our new Board member because I want to get the difference between a CDD issue and an HOA issue. One of the things I was listening to this young man talk about our roads. You’re saying possibly 17-20 years. If you’ve seen the vehicles, and I’m talking about major construction vehicles, going up Majestic Walk Boulevard, big heavy trucks; like 20 tons loaded. You really think our roads are going to last that long? Another thing, you were talking about phase five. As I understand it, nobody has bought phase five, so we don’t have Taylor Morrison or Richmond so are we spending the money on something or is the CDD or state on all those improvements for a subdivision that we don’t know who owns it yet? I understand

phase one, two, three and four. I understand four is going to be shared by Lennar and Richmond, but phase five nobody has bought that property, correct?
Mr. Taylor stated it’s under contract.
Mr. Steve Lane stated I may be totally wrong, but he was talking about improvements for phase five. Are we footing the bill for something that we have no idea who owns, just like the suggestion he made about what was once a very beautiful entrance and now looks like crap and how big is that lake going to get, and are they going to share with us, and are they going to improve that? Another thing I need to get cleared up is we’re talking about this roadway easement. How improved is that roadway easement going to be? Is it going to be gravel or paved? Could it be used as an alternative entrance and exit, which might save us a pile of money? Because the fire marshal told me we have one way in and one way out of this place. You guys have driven around here and everybody else has driven around here and this place is going to be a disaster. There are no way people are going to get out. Technically, we do have two entrances and exits if you count that road that goes between North Hampton and here, but that’s shared with North Hampton, the Village and us and we’re going to have four, possibly five, phases.
Mr. Laughlin stated I can clear those questions up after the meeting.
Mr. Leon Witko stated on this dirt easement on the east side that’s been elevated to about five more feet the trucks still use that and originally, they said the county would never approve it. Somewhere along the line we got another builder and it got approved. We never received an explanation from the Board why it was never approved and all the sudden it became approved. Also, the elevation changed. Who is paying for that? Another question, on the financial report it was mentioned that in October of 2019 that there was $1,217 spent for a lease. What lease?
Mr. Laughlin stated gym equipment.
Mr. Leon Witko stated also a lot of the construction down here, I think its phase two at the beginning, that sewer manhole that is elevated maybe three inches above the pavement,  was that where they did the video scoping? It’s been over two years now and it’s depressed and with the heavy trucks coming over that sewer the road is further sinking down and along that line, where the roundabout is, in the Majestic area about the fourth house past the roundabout on the right there are depressions on the asphalt from where the contractor overfilled the debris

dumpsters. They’re in about two inches. Right now in the new construction area there is in the roundabout if you go down Berryessa and you follow it around there are two houses off to the right, I believe after you’re headed south on the right side, right before that home, there is a hole in the pavement about maybe eight inches away from the curb and gutter. It’s maybe 8-10 inches deep and maybe a foot wide. It’s been like that, for as far as I know, three months. Has anything been done to that or does something have to break a leg?
Mr. Laughlin stated we can have the engineer take a look at that.

ELEVENTH ORDER OF BUSINESS	Other Business
Mr. Kern stated I met with the North Hampton HOA just prior to this meeting and they initially identified an issue with drainage in their community. They had some water that was coming up pretty high on some lots. After a lot of research and background they identified a beaver issue that they’ve located in the area between North Hampton and Amelia Walk. Apparently, there is a fairly large size beaver population that is doing what beavers do and building dams so they’re damming up the flow of water through those wetlands through those conservation easements. They indicated they’ve been fighting with them for years so as you can imagine there are property lines drawn on papers where the beavers don’t acknowledge that and cross both lines. They’ve asked for us to participate and consider limiting the amount of beavers, at least relocating or eradicating the beavers and clearing the dams to allow the water to flow as it should towards Lofton Creek. They already have a contract with a beaver trapper and a guy that is an expert. They’re on basically a monthly service where this guy’s job is to eradicate the beavers and keep them out. There are FWC permitting requirements and all kinds of things that go into it so I suggested to them that as a District and as an HOA, I also sit on that board, we are certainly interested in participating as good neighbors and I think there’s an interest to us. Things that happen when the water stages up is of course it potentially could come up so far if they build an impressive enough dam that it would block our outflow level and it could potentially cause drainage issues for Amelia Walk, although I don’t think we’ve seen that yet. The other thing it does is it leaves the water table high in the wetlands, which kills vegetation and trees and you’ll have significant tree loss, so I think there’s, in my opinion, an obligation there to maintain our portion of those easements. I would make the suggestion and I’m happy to solicit proposals that we engage some beaver expert.

Mr. Taylor asked were these wetlands dedicated to anybody?
Mr. Kern stated yes, they’re conservation easements so they’re recorded. There’s a line that separates us and North Hampton. The majority of that wetland is on our side of that line.
Mr. Harbison asked wouldn’t Village Walk have an interest in this too? Because they just border the conservation property.
Mr. Kern stated yes, they are another party. As you chase the wetland, because it doesn’t just stop at our property, it’s their property, our property, their property and actually would continue on north of us. I indicated that same thing on a map that says we can only be responsible for our portion obviously and that they should also contact Village Walk in an effort to coordinate with them if there’s some participation there. I think if we pursue this, we gather some proposals for work authorizations for services and then evaluate those as a Board. I’ve never dealt with beavers in a community before so I don’t know that I would make the recommendation that we do a monthly service and somebody comes out to check for beavers every month, but I think there’s an initial work effort that ought to happen to go in and maybe relocate a majority of the population, clear up any dams to allow the water flow to go back to what it was and what it ought to be, and maybe it’s something we re-evaluate on a longer term budget if we want to continue services for beaver maintenance. I guess the first step is probably so solicit some proposals for services.
Mr. Murphy asked is it fair to say if nothing is done there could be some negative consequence?
Mr. Kern stated certainly. If that water never drains, it will come up to the wetland line, it will stay up and there will be tree loss. There probably already is a significant amount. If you have a recent aerial you can probably see some of that. A lot of our drainage outfalls fall into that wetland so if that stages up, we can only drain if where we’re going is lower so potentially that would cause drainage issues for us. It’s a worthwhile cause I think to be preemptive.

TWELFTH ORDER OF BUSINESS	Financial Reports
Balance Sheet & Income Statement
Assessment Receipts Schedule
Approval of Check Registers
Mr. Laughlin stated currently we are about 40% collected on the assessment receipts schedule, which is actually really good for only a month in. Finally, we have the check register

for approval. There are two check registers from November and December. The November check register totals $626,945.05 and that’s high because there was some deficit funding that ran through here for the money that we were out of the bonds. We had a check cut from the developer, which was put into the account, and then a check was cut from there to pay for that. You’ll see those two payments in here to Earthworks. The check register from December was
$20,211.52.
Mr. Kern stated my only two questions were on the Earthworks checks. So the developer has funded those two payments back to the general fund?
Mr. Laughlin stated right. GreenPointe cut a check to the District, which we deposited into the District check account and then issued a check from there to Earthworks.

On MOTION by Mr. Kern seconded by Mr. Harbison with all in favor the check registers were approved.

THIRTEENTH ORDER OF BUSINESS	Next Scheduled Meeting
Mr. Laughlin stated our next meeting is scheduled for January 21, 2020 at 2:00 here at the amenity center.

FOURTEENTH ORDER OF BUSINESS	Adjournment

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

Secretary/Assistant Secretary	Chairman/Vice Chairman

FOURTH ORDER OF BUSINESS

A.

December 26, 2019

Mr. Daniel Laughlin District Manager
Governmental Management Services 475 West Town Place, Suite 114
St. Augustine, Florida 32092

Re: Level I Reserve Study for Amelia Walk CDD Dear Mr. Laughlin:
Thank you for the opportunity to submit a New Reserve Study with Site Visit proposal for your District. When our analysis is completed, we recommend a brief meeting to discuss the results, answer questions after which adjustments are made so you have a funding plan that works for you. Power point presentations are available at an additional fee which are useful at Board of Supervisors to identify major components you maintain, current financial status and your new funding plan.

All work is completed or supervised by Reserve Analyst who have been awarded professional certifications of Certified Construction Inspector (CCI), Professional Reserve Analyst (PRA) and Reserve Specialist (RS) signifying broad experience with successful results. Your reserve study is completed following guidelines for Reserve Studies established by the Association of Professional Reserve Analysts (APRA) and the Community Associations Institute (CAI).

Best Regards,

Charles R. Sheppard RS PRA CCI
President & Reserve Analyst

Community Advisors, LLC - 10459 Hunters Creek Court - Jacksonville Florida 32256 - (904) 303-3275

Scope of Work for District
Areas included are community building, pool, tot lot and tennis courts with components evaluated that include:

Roof and exterior walls
Windows and doors
Interior finishes
Mechanical, electrical and plumbing
Fencing, entry features
Parking lot

Physical Analysis

Site lighting
Tennis court surface, fencing. lights
Tot lot equipment, misc. items
Landscaping and irrigation systems
Pool and equipment
Other components identified at site visit.

Terms of Service

The site visit includes meeting with your representative to discuss any maintenance or operational concerns. We
observe major components to determine quantity, age, condition and remaining useful life. Quantities are determined by field measurement and internet measurement tools or aerial measurement services.
Building walls, trim and other features are observed from ground level. Flat roofs are observed only if safe fixed
ladder access is available. Pitched roofs are observed from ground level. Building Systems are not operated.
Upon completion of the site visit, an inventory of major components is established which includes quantity, replacement cost and remaining useful life. We recommend you review this information and provide historical cost and previous replacement time for any components.
Financial Analysis
A review of your current funding plan is completed to determine fund status and performance. We provide a funding plan using the Cash Flow Method (pooled cash) with a funding goal of adequate funding which keeps reserves above a percent funded or balance threshold level. If component funding (line item) is used, then full funding is the funding goal with the understanding we included inflation of replacement cost and interest earned on reserve funds.
Your Reserve Study Includes
Executive summary with current funding status, fund balances and assumptions.
Cash Flow or Component Funding Plan and 30-Year cash flow projection.
Inventory of major components with replacement cost, useful and remaining life projections.
Various charts and photographs of major components.
Completed Report is sent via email in a PDF file. Printed & bound copies available at additional cost. Payment Agreement & Terms
To maintain excellent customer service and requested delivery schedules we ask that your acceptance of this proposal
is made within 30 days. Signed proposals received after 30 days are subject to revision of delivery time and cost. If indicated a deposit fee may be required with signed agreement to place your project in our production schedule and begin your study. A progress payment may be requested upon completion of site visit depending on the size of the project. Remaining fee is due upon receipt of the preliminary report. Payments not received 30 days after invoice date are assessed a 1.5% late fee per month. After 90 days past, due payments will be subject to addition charges for collection including attorney fees and other reasonable cost incurred by Community Advisors, LLC. We are available to meet with you and discuss your Reserve Study subject to availability and travel expenses. We are always available by phone at no cost. We will modify your Reserve Study one time at no additional cost if requested within 90 days of issue and all fees have been paid. Modification requested after report is issued may require additional cost.

This agreement for consulting services is accepted this date: Professional Fee: $1,800.00	Deposit Required: -0-
Delivery of Draft Report is typically 4-6 weeks after completion of site visit

Authorized Signature: 	Title:  	

Printed Name: 	Date:  	

B.

Reserve Study Re-Inspection Report Proposal

DATE:	December 18, 2019 (To be done in 2020)

PROPERTY:	Amelia Walk CDD
85287 Majestic Walk Boulevard, Fernandina Beach, FL 32034
INTRODUCTION:	In March of 2014, Dreux Isaac & Associates, Inc. prepared a Reserve Study Report, with a site inspection, of the Amelia Walk CDD property. Since the time your last reserve study was prepared, replacement costs, reserve account balances and asset life(s) have changed.
To accurately plan and fund for future capital repair and replacement needs, an updated reserve study report with re-inspection can be prepared. The updated report will include the latest cost, life expectancy and account balance information. It will also reflect any related changes made to the property since the last report was prepared. The report will also comply with the latest provisions of the Florida Statutes, Florida Administrative Codes as well as auditing guidelines from the American Institute of Certified Public Accountants, which require full disclosure on the adequacy of reserves.

SCOPE OF WORK: Upon acceptance of this proposal, we will contact you to set-up an inspection date and at that time we will review any related changes made to the property since the last reserve study report was prepared.
All costs and life expectancy data will be updated accordingly. Current reserve financial data including expenditures, budget contributions and fiscal year end balances will be inputted. All new data will then be computed and analyzed. After a final review is completed, a pdf copy of the report will be prepared and sent to you. One hard copy is by request only see box below.

FEE:	The total fee for this Reserve Study Update, with site inspection, is $3,200.00 and would be performed in April, March of 2020. At that time, 50% is due upon completion of the on-site visual observation inspection portion of the work. The remaining 50% balance is due upon the client’s receipt of the pdf. You have 30 days to make any corrections or revisions. We do two sets of changes to account for errors/omissions and then charge thereafter for any additional changes. After 30 days, payment will be considered “past due”. After 90 days, any past-due payment will be considered in default and the account will be turned over for collection. The client will be responsible for all reasonable costs incurred by Dreux Isaac & Associates, Inc. in the collection of their unpaid past due fees and all attorney fees.

No reports will be printed (only a pdf copy will be sent) unless indicated below.

□ PLEASE CHECK IF YOU WOULD LIKE 1 COPY SENT.

CONTRACTOR:	Dreux Isaac & Associates, Inc.
10151 University Blvd., Suite 323, Orlando, FL 32817

December 18, 2019

ACCEPTED:	Amelia Walk CDD

Authorized Signature	Date

Name (Please Print)	Position/Title

DREUX ISAAC & ASSOCIATES, INC.
10151 UNIVERSITY BLVD., STE. 323 ● ORLANDO, FL 32817 ● 800.866.9876 ● 407.695.5226 ● FAX 407.695.3865 ● WWW.DIA-CORP.COM

C.

December 18, 2019

Mr. Daniel Laughlin, Assistant District Manager c/o Governmental Management Services Amelia Walk Community Development District 475 West Town Place, Suite 114
St. Augustine, FL 32092 Dear Mr. Laughlin:
Thank you for the opportunity to present Amelia Walk Community Development District with a reserve study proposal. At Reserve Advisors, we are dedicated to providing peace of mind to boards, homeowners and their families by delivering a custom-comprehensive reserve study.

Our easy-to-use reserve study system provides a more effective way to manage your property. You will receive…

A concise Executive Summary and 5-Year Outlook Table to communicate near-term expenditures and funding recommendations to homeowners.
Property-specific recommendations that prioritize the most effective use of reserve funds for you.
Spreadsheets with formulas to easily evaluate what-if replacement schedules and reserve contributions.
Free Support - Our team of multi-disciplined engineers are dedicated to making your experience of using the reserve study exceptional with ongoing assistance.
Independent and Objective Recommendations - Having only your best interest in mind, we don’t profit from follow-on replacement projects.

The following pages provide insight and the distinct reasons why communities rely on Reserve Advisors for their reserve study needs.

Please sign and return the Confirmation of Services page to get started. Sincerely,

Nick Brenneman
Southeast Regional Account Manager Nick@reserveadvisors.com
See our report overview

Reserve Study Benefits

For Boards
Fulfills fiduciary responsibility with expert advice
Supports board decisions on replacement projects
Saves hours in budget meetings for replacements
Excel spreadsheets with formulas provide ability to create what-if scenarios for budgeting purposes

For Homeowners
Ensures fair reserve contributions
More consistent household budgeting
Reduces long-term homeowner cost of maintaining the common property
Curb appeal increases demand for homes

Distinct Reasons Communities Choose Reserve Advisors
   Easy to use Reports that provide valuable insight to current and future owners. An executive summary promoting management’s ability to communicate near-term expenditures, funding recommendations and other high level information to various stakeholders.

   Dedication and Commitment to You with an exceptional experience during and after the study. We listen to you and create a custom reserve study with your objectives in mind. Our staff of multi-disciplined engineers is dedicated to ensuring your satisfaction. We’re always available with free support after the study is complete.

   Comprehensive Reports solve problems before they escalate. We include:
Thorough condition assessments that prioritize your near-term projects
Best practices and technical illustrations to better understand project scope and compare contractor bids

   Knowledge of Local Replacement Costs is the basis for adequate, not excessive, reserve budgets.
   Multi-disciplined Engineers – With more than 30 engineers, we match our expertise with your community rather than a “one size fits all” engineer.

   Unbiased Recommendations – Your best interest is our only goal. We don’t provide design or project management services, nor do we profit from your capital projects.

   Unmatched Local Experience – We know the local costs and conditions that affect your community. Visit our map of our experience near your community on the following page.

Download our report overview

Page 2

Clients Served Near You

Red represents your property, Green represents our clients.
References available upon request.

Name	City
North Hampton Association, Inc.	Fernandina Beach
Lumber Creek Homeowners Association, Inc.	Yulee
Eagle Bend Island Association, Inc.	Jacksonville
Fiddlers Bend Villas Association, Inc.	Amelia Island
Amelia Surf & Racquet Club Association, Inc.	Fernandina Beach The Amelia Island Club		Amelia Island
Amelia Woods Beach and Racquet Club Condominium Association, Inc.	Fernandina Beach Forest Ridge Village Condominium Association, Inc.	Fernandina Beach
Sea Dunes Condominium Association, Inc.	Fernandina Beach The Homeowners' Association of Timbercreek, Inc.				Yulee Ocean Park (On Amelia Island) Condominium Association, Inc.	Fernandina Beach North Creek Homeowners' Association, Inc.		Jacksonville Fernandina Shores Condominium Association, Inc.	Fernandina Beach Osprey Cove Club Owners Association, Inc.			St. Marys
Victoria Preserve Homeowners' Association, Inc.	Jacksonville
Victoria Pointe Homeowners' Association, Inc.	Jacksonville
Rolling River Owners Association, Inc.	Jacksonville
Deerwood Improvement Association, Inc.	Jacksonville
Churchwell Lofts at East Bay Condominium Association, Inc.	Jacksonville
The Plaza Condominium Association, Inc.	Jacksonville
The Woods Community Association	Jacksonville
Colonial Point Association, Inc.	Jacksonville

Page 3

Using Your Reserve Advisors Study Has Never Been Easier

We listened and responded to our clients with three tools to quickly access and use your custom-comprehensive reserve study.

   The Report – Comprehensive and Customized to Your Community
One-Click to read online
Executive Summary communicates key findings and recommendations at a glance
Flip through your report copy which includes panoramic 11” x 17” spreadsheets
Helps board planning with a prioritized capital project schedule

   The Numbers – Always Quick and Easy
One-Click to open your Expenditures & Funding Plan spreadsheets
Print your spreadsheets on any printer in panoramic multi-page format

   Easy Planning – Your reserve study includes:
Excel™ spreadsheets with formulas for what-if scenarios
ForeSite™ a cloud-based software solution
Store your photos and project documents
Record comments and costs of your actual capital projects
Optionally, subscribe to ForeSite™ Plus for multiple users to collaborate online, creating unlimited replacement and funding scenarios
Full support with Webinars and Tutorials

ForeSite™ brings everything together as individual board members can collaborate, comment, make changes and plan for the future in one place from anywhere.

Our Commitment to You

John Poehlmann and Theodore Salgado are the strategic leaders of Reserve Advisors. They’ve provided tens of thousands of comprehensive reserve studies for communities across America and abroad for over 25 years.

Collectively, John and Ted have lived in and served community associations for decades. They’ve served on CAI’s (Community Associations Institute) national Board of Trustees and as a past President of APRA (the Association of Professional Reserve Analysts), respectively. Both were instrumental in establishing CAI’s National Standards for Reserve Study providers.

Nick Brenneman Southeast Regional Account
Manager	We deliver. In all we do, we go the extra mile for you. Our core values are integrity, customer service, professionalism, accountability and technical quality. Our employees are hard-working individuals who value their client relationships and put great effort and dedication into providing the highest level of satisfaction to our clients.

As we have since 1991, Reserve Advisors will continue to use our values, people and services to provide reserve studies that help secure the financial health of communities and peace of mind to their homeowners.	

Amelia Walk Community Development District comprises an amenity center in Fernandina Beach. The specific property to be included in your custom-comprehensive reserve study includes:

Site Components
Pool including Fence, Deck, Mechanicals & Furniture
Tennis Courts (2)
Parking Areas
Sidewalks
Irrigation System
Landscaping

Monuments
Signage

Amenity Center Elements
Roofs including Assembly
Exterior Wall Finishes
Plumbing, Mechanical and HVAC Systems

Amelia Walk Community Development District Reference Photograph:

201 E. Kennedy Boulevard, Suite 1150
Tampa, FL 33602

Who Needs an Insurance Appraisal?

An insurance appraisal from Reserve Advisors can avoid the costly mistake of Associations being either over or underinsured.

If an Association is overinsured, you are paying too much in annual premiums.

If an Association is underinsured, property owners run the risk of paying a portion of the rebuilding costs in the event of a loss.

An appraisal determines a property's new replacement cost and is based on a thorough on-site inspection conducted by an experienced, independent professional.

In conjunction with a reserve study, Reserve Advisors will measure, photograph and evaluate all buildings to prepare an updated insurance appraisal.

We provide an accurate valuation, as well as proof-of-loss documentation, that meets all American Society of Appraiser standards.

In the event of a loss, our detailed documentation will help you get faster claim processing and settlement/payout.

You’ll save time and benefit from working with a single provider who can deliver cost savings when the two services are done together.

Confirmation of Services for Amelia Walk Community Development District

 	 Full Reserve Study for an investment of $3,300 (includes all expenses)
 	 Report (See our report overview)
Electronic PDF Report with 30-year Reserve Expenditure and Funding Plan tables for printing in 8 ½” x 11” panoramic multi-page format on any printer

Excel® spreadsheet of Reserve Expenditures and Funding Plan with formulas for “what-if” alternative scenarios
 	 Support
We listen and respond to your questions and suggestions to create a custom report
Meeting with our engineer on the day of our visual property inspection

Unlimited video/teleconference support with our engineer during and after report delivery
 	 ForeSite™ Basic – Access your reserve study and Excel spreadsheets online, store photos and project documents, record comments and project costs. Also receive a free 60-day trial to ForeSite Plus.

 	 One (1) Bound Report hard copy (no charge); Additional copies at $75 ea. (indicate quantity 	)

 	 ForeSite™ Plus 3-year subscription empowers multiple users to create, share and collaborate with unlimited models and scenarios for $330 per year

Insurance Appraisal by a credentialed member of the American Society of Appraisers for $1,300 (invoiced separately)
 	 Include Flood Values for an additional $200

Sign and Send to Get Started:

Email: Nick@reserveadvisors.com or Fax: (813) 254-5474

____________

by:	 	
Nick Brenneman, Southeast Regional Account Manager for Reserve Advisors, LLC,
on December 18, 2019
Ref. 192693

Mail $1,650 retainer to:
Reserve Advisors, LLC
735 N. Water Street, Suite 175
Milwaukee, WI 53202

Signature: 	Date:		 (Print Name) 			  Title 		
for Amelia Walk Community Development District

You will receive your electronic report approximately four (4) weeks after our inspection, based on timely receipt of all necessary information from you. Authorization to inspection time varies depending on demand for our services. This proposal is valid for 45 days.

Payment Terms: Retainer payment is due upon authorization and prior to inspection. The balance is due net 30 days from the report shipment date. Following receipt of balance due, you may request one set of complimentary changes within six months of the report shipment. Any outstanding balance after 30 days of the final invoice date is subject to an interest charge of 1.5% per month. This

PROFESSIONAL SERVICE CONDITIONS
Our Services - Reserve Advisors, LLC (RA) performs its services as an independent contractor in accordance with our professional practice standards and its compensation is not contingent upon our conclusions. The purpose of our reserve study is to provide a budget planning tool that identifies the current status of the reserve fund, and an opinion recommending an annual funding plan to create reserves for anticipated future replacement expenditures of the property.
Our inspection and analysis of the subject property is limited to visual observations, is noninvasive and is not meant to nor does it include investigation into statutory, regulatory or code compliance. RA inspects sloped roofs from the ground and inspects flat roofs where safe access (stairs or ladder permanently attached to the structure) is available. The report is based upon a “snapshot in time” at the moment of inspection. RA may note visible physical defects in our report. The inspection is made by employees generally familiar with real estate and building construction but in the absence of invasive testing RA cannot opine on, nor is RA responsible for, the structural integrity of the property including its conformity to specific governmental code requirements for fire, building, earthquake, and occupancy, or any physical defects that were not readily apparent during the inspection.
RA is not responsible for conditions that have changed between the time of inspection and the issuance of the report. RA does not investigate, nor assume any responsibility for any existence or impact of any hazardous materials, such as asbestos, urea- formaldehyde foam insulation, other chemicals, toxic wastes, environmental mold or other potentially hazardous materials or structural defects that are latent or hidden defects which may or may not be present on or within the property. RA does not make any soil analysis or geological study as part of its services; nor does RA investigate water, oil, gas, coal, or other subsurface mineral and use rights or such hidden conditions. RA assumes no responsibility for any such conditions. The Report contains opinions of estimated costs and remaining useful lives which are neither a guarantee of the actual costs of replacement nor a guarantee of remaining useful lives of any property element.
RA assumes, without independent verification, the accuracy of all data provided to it. You agree to indemnify and hold RA harmless against and from any and all losses, claims, actions, damages, expenses or liabilities, including reasonable attorneys' fees, to which we may become subject in connection with this engagement, because of any false, misleading or incomplete information which we have relied upon supplied by you or others under your direction, or which may result from any improper use or reliance on the Report by you or third parties under your control or direction. Your obligation for indemnification and reimbursement shall extend to any director, officer, employee, affiliate, or agent of RA. Liability of RA and its employees, affiliates, and agents for errors and omissions, if any, in this work is limited to the amount of its compensation for the work performed in this engagement.
Report - RA completes the services in accordance with the Proposal. The Report represents a valid opinion of RA’s findings and recommendations and is deemed complete. RA, however, considers any additional information made available to us within 6 months of issuing the Report if a timely request for a revised Report is made. RA retains the right to withhold a revised Report if payment for services was not tendered in a timely manner. All information received by RA and all files, work papers or documents developed by RA during the course of the engagement shall remain the property of RA and may be used for whatever purpose it sees fit.
Your Obligations - You agree to provide us access to the subject property for an on-site visual inspection. You agree to provide RA all available, historical and budgetary information, the governing documents, and other information that we request and deem necessary to complete the Report. You agree to pay actual attorneys’ fees and any other costs incurred to collect on any unpaid balance for RA’s services.
Use of Our Report - Use of our Report is limited to only the purpose stated herein. You hereby acknowledge that any use or reliance by you on the Report for any unauthorized purpose is at your own risk and you shall hold RA harmless from any consequences of such use. Use by any unauthorized third party is unlawful. The Report in whole or in part is not and cannot be used as a design specification for design engineering purposes or as an appraisal. You may show our Report in its entirety to the following third parties: members of your organization, your accountant, attorney, financial institution and property manager who need to review the information contained herein. Without the written consent of RA, you shall not disclose the Report to any other third party. The Report contains intellectual property developed by RA and shall not be reproduced or distributed to any party that conducts reserve studies without the written consent of RA.
RA will include your name in our client lists. RA reserves the right to use property information to obtain estimates of replacement costs, useful life of property elements or otherwise as RA, in its sole discretion, deems appropriate.
Payment Terms, Due Dates, and Interest Charges - Retainer payment is due upon authorization and prior to inspection. The balance is due net 30 days from the report shipment date. Any balance remaining 30 days after delivery of the Report shall accrue an interest charge of 1.5% per month. Any litigation necessary to collect an unpaid balance shall be venued in Milwaukee County Circuit Court for the State of Wisconsin.

December 18, 2019

RETAINER INVOICE # 1975280R
Amount Due Now:
$1,650

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

PROPERTY:
Amelia Walk Community Development District Fernandina Beach, Florida

Contract Number:192693 RETAINER DUE: $1,650
Terms:	Retainer Due Upon Receipt of Authorized Contract and Prior to Inspection

Mail retainer to:
Reserve Advisors, LLC
735 N. Water Street, Suite 175
Milwaukee, WI 53202

OR		CONTACT US FOR CREDIT CARD PAYMENT

Payment Terms: Retainer payment is due upon authorization and prior to inspection. The balance is due net 30 days from the report shipment date. Following receipt of balance due, you may request one set of complimentary changes within six months of the report shipment. Any outstanding balance after 30 days of the final invoice date is subject to an interest charge of 1.5% per month. This agreement is subject to our Professional Services Conditions.

FIFTH ORDER OF BUSINESS

RESOLUTION 2020-03

A RESOLUTION BY THE BOARD OF SUPERVISORS OF THE AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT ADOPTING AN INTERNAL CONTROLS POLICY CONSISTENT WITH SECTION 218.33, FLORIDA STATUTES; PROVIDING AN EFFECTIVE DATE.

WHEREAS, the 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 the Nassau County, Florida; and

WHEREAS, consistent with Section 218.33, Florida Statutes, the District is statutorily required to establish and maintain internal controls designed to prevent and detect fraud, waste, and abuse as defined in Section 11.45(1), Florida Statutes; promote and encourage compliance with applicable laws, rules, contracts, grant agreements, and best practices; support economical and efficient operations; ensure reliability of financial records and reports; and safeguard assets; and

WHEREAS, to demonstrate compliance with Section 218.33, Florida Statutes, the District desires to adopt by resolution the Internal Controls Policy attached hereto as Exhibit A.

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

SECTION 1. The attached Internal Controls Policy attached hereto as Exhibit A is hereby adopted pursuant to this Resolution.

SECTION 2. If any provision of this Resolution is held to be illegal or invalid, the other provisions shall remain in full force and effect.

SECTION 3. This Resolution shall become effective upon its passage and shall remain in effect unless rescinded or repealed.

PASSED AND ADOPTED THIS 18TH DAY OF FEBRUARY, 2020.

ATTEST:	AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT

Secretary/Assistant Secretary	Chairperson, Board of Supervisors

EXHIBIT “A”

AMELIA WALK COMMUNITY DEVELOPMENT DISTRICT
INTERNAL CONTROLS POLICY

Purpose.

The purpose of this internal controls policy is to establish and maintain internal controls for the Amelia Walk Community Development District.

Consistent with Section 218.33(3), Florida Statutes, the internal controls adopted herein are designed to:

Prevent and detect Fraud, Waste, and Abuse (as hereinafter defined).

Promote and encourage compliance with applicable laws, rules, contracts, grant agreements, and best practices.

Support economical and efficient operations.

Ensure reliability of financial records and reports.

Safeguard Assets (as hereinafter defined).

Definitions.

“Abuse” means behavior that is deficient or improper when compared with behavior that a prudent person would consider a reasonable and necessary operational practice given the facts and circumstances. The term includes the misuse of authority or position for personal gain.

“Assets” means District assets such as cash or other financial resources, supplies, inventories, equipment and other fixed assets, real property, intellectual property, or  data.

“Auditor” means the independent auditor (and its employees) retained by the District to perform the annual audit required by state law.

“Board” means the Board of Supervisors for the District.

“District Management” means (i) the independent contractor (and its employees) retained by the District to provide professional district management services to the District and (ii) any other independent contractor (and its employees) separately retained by the District to provide amenity management services, provided said services include a responsibility to safeguard and protect Assets.

“Fraud” means obtaining something of value through willful misrepresentation, including, but not limited to, intentional misstatements or intentional omissions of amounts or disclosures in financial statements to deceive users of financial statements, theft of an entity’s assets, bribery, or the use of one’s position for personal enrichment through the deliberate misuse or misapplication of an organization’s resources.

“Internal Controls” means systems and procedures designed to prevent and detect fraud, waste, and abuse; promote and encourage compliance with applicable laws, rules, contracts, grant agreements, and best practices; support economical and efficient operations; ensure reliability of financial records and reports; and safeguard assets.

“Risk” means anything that could negatively impact the District’s ability to meet its goals and objectives. The term includes strategic, financial, regulatory, reputational, and operational risks.

“Waste” means the act of using or expending resources unreasonably, carelessly, extravagantly, or for no useful purpose.

Control Environment.

Ethical and Honest Behavior.

District Management is responsible for maintaining a work environment that promotes ethical and honest behavior on the part of all employees, contractors, vendors and others.

Managers at all levels must behave ethically and communicate to employees and others that they are expected to behave ethically.

Managers must demonstrate through words and actions that unethical behavior will not be tolerated.

Risk Assessment.

Risk Assessment. District Management is responsible for assessing Risk to the District. District Management’s Risk assessments shall include, but not be limited to:

Identifying potential hazards.

Evaluating the likelihood and extent of harm.

Identifying cost-justified precautions and implementing those precautions.

Control Activities.

Minimum Internal Controls. The District hereby establishes the following minimum Internal Controls to prevent and detect Fraud, Waste, and Abuse:

Preventive controls designed to forestall errors or irregularities and thereby avoid the cost of corrections. Preventive control activities shall include, but not be limited to, the following:

Identifying and segregating incompatible duties and/or implementing mitigating controls.

Performing accounting functions in accordance with Generally Accepted Accounting Principles (GAAP) and Governmental Accounting Standards Board (GASB) standards.

Requiring proper authorizations to access and/or modify accounting software.

Implementing computerized accounting techniques (e.g. to help identify coding errors, avoid duplicate invoices, etc.).

Maintaining a schedule of the District’s material fixed Assets.

Maintaining physical control over the District’s material and vulnerable Assets (e.g. lock and key, computer passwords, network firewalls, etc.).

Retaining and restricting access to sensitive documents.

Performing regular electronic data backups.

Detective controls designed to measure the effectiveness of preventive controls and to detect errors or irregularities when they occur. Detective control activities shall include, but not be limited to, the following:

Preparing financial reports in accordance with Generally Accepted Accounting Principles (GAAP) and Governmental Accounting Standards Board (GASB) standards.

Reviewing financial statements and investigating any material variances between budgeted expenses and actual expenses.

Establishing and implementing periodic reconciliations of bank, trust, and petty cash accounts.

Establishing an internal protocol for reporting and investigating known or suspected acts of Fraud, Waste, or Abuse.

Engaging in periodic physical inventory counts and comparisons with inventory records.

Monitoring all ACH (electronic) transactions and the sequencing of checks.

Implementation. District Management shall implement the minimum Internal Controls described herein. District Management may also implement additional Internal Controls that it deems advisable or appropriate for the District. The specific ways District Management implements these minimum Internal Controls shall be consistent with Generally Accepted Accounting Principles (GAAP) and otherwise conform to Governmental Accounting Standards Board (GASB) and American Institute of Certified Public Accountants (AICPA) standards and norms.

Information and Communication.

Information and Communication. District Management shall communicate to its employees (needing to know) information relevant to the Internal Controls, including but not limited to any changes to the Internal Controls and/or changes to laws, rules, contracts, grant agreements, and best practices.

Training. District Management shall regularly train its employees (needing the training) in connection with the Internal Controls described herein and promote and encourage compliance with applicable laws, rules, contracts, grant agreements, and best practices.

Monitoring Activities.

Internal Reviews. District Management shall internally review the District’s Internal Controls at least once per year. In connection with this internal review, District Management shall:

Review its operational processes.

Consider the potential risk of Fraud, Waste, or Abuse inherent in each process.

Identify the controls included in the process, or controls that could be included, that would result in a reduction in the inherent risk.

Assess whether there are Internal Controls that need to be improved or added to the process under consideration.

Implement new controls or improve existing controls that are determined to be the most efficient and effective for decreasing the risk of Fraud, Waste or Abuse.

Train its employees on implemented new controls or improvements to existing controls.

External Audits and Other Reviews. Audits and other reviews may be performed on various components of the District’s Internal Controls by the Auditor consistent with Government Auditing Standards (GAS). Audits may identify material deficiencies in the Internal Controls and make recommendations to improve them. District Management shall communicate and cooperate with the Board and the Auditor regarding the potential implementation of Auditor recommendations.

Specific Authority: §§ 190.011(5)], 218.33(3), Florida Statutes
Effective date: February 18, 2020

SIXTH ORDER OF BUSINESS

PROPOSAL

Date	Proposal #	
2/11/2020	11249	

Trim All Lawn Service, Inc. 942360 Old Nassauville Road Fernandina Beach, FL 32034 Phone (904) 491-3232

E-mail	Trimalllawn@gmail.com

Project Name / Location

Customer Name / Address

Web Site www.TrimAllLawnService.com

Amelia Walk
C/o Evergreen Lifestyles Management 10401 Deerwood Park, Suite 2130
Jacksonville, FL 32256

85287 Majestic Walk Blvd Fernandina Beach, FL 32034

Description	Qty	Cost	Total	
Installation of the following material on Berm:				
250 Fakahatchee Grass 1G, 12" Ht.	250	5.75	1,437.50	
30 Slash Pine15G, 6-7'Ht., 1.5" Caliper planted 10' on center	30	192.60	5,778.00	
200 bales of Pine Straw mulch	200	6.95	1,390.00	
6 pallets of Argentine Bahia sod behind new model	6	255.00	1,530.00	
Note: Trim All provides no warranty on sod				
Irrigation System:	1	2,187.50	2,187.50	
12-rotor heads, 2 battery valves, 1 battery clock.				
Note: Subject to availability of sufficient water source located				
immediately adjacent to berm.				
Valid for (30) days from date of the proposal and subject to availability upon acceptance.	Total	$12,323.00	
A 50% Deposit is due prior to commencement of work for materials procurement. An itemized invoice reflecting any change orders and all work will be provided with payment in full being due upon completion of work. Trim All Lawn Service, Inc. is authorized to perform the work as specified and the Buyer agrees to the following terms and conditions of sale: 1.5% per month service charge to accounts over 30 days, 18% annual rate. Buyer shall pay seller's cost of collection, to include reasonable attorney's fees, should this account require collection proceedings.
NOTES:
*Trees/plant materials are guaranteed for (90) days from time of installation subject to Owner's proper maintenance. Guarantee excludes vandalism, theft, storm/wind damage, damage by others, cold draft damage, disease or acts of God. Warranty on large trees and palms subject to accessibility with equipment. There is no guarantee on sod.
* Owner to provide underground locates for all private utilites.
Acceptance of this proposal is subject to the terms and conditions contained in the landscape installation warranty which can be viewed online at www.trimalllawnservice.com
Accepted: 		Date:  	

SEVENTH ORDER OF BUSINESS

B.

Requisition #	Payable to
1 Earthworks	Amount
$	35,827.60	Purpose
Construction	
2 HGS	$	1,702.00		
3 M&A	$	19,950.00	bid services	
4 HGS	$	1,380.00	evaluations and contract	
5 Earthworks	$	451,972.51	Construction	
6 Earthworks	$	657,976.56	Construction	
7 M&A	$	59,630.34	Design	increased Engineering line item by $63,200 for design phase	
8 HGS	$	1,087.00	Legal	
9 Amelia Walk CDD	$	6,068.80	legal ad	
10 Earthworks	$	181,570.02	Construction	
11 FPL	$	18,569.09	electrical service	
12 HGS	$	161.00	Legal	
13 Earthworks	$	222,078.34	Construction	
14 M&A	$	3,975.00	Design	
15 HGS	$	276.00	Legal	
16 Lee Surveying	$	7,700.00	platting & staking	
17 Earthworks	$	324,221.68	Construction	
18 Earthworks	$	355,839.79	Construction	
19 M&A	$	14,561.88	Design	
20 HGS	$	1,081.00	Legal	
21 Earthworks	$	425,212.33	Construction	
22 HGS	$	1,150.00	Legal	
23 Atkins	$	55,900	electrical service	
24 Earthworks	$	6,944.26	Construction	
25 Earthworks	$	140,789.21	Final Draw - Phase 3	
26 Earthworks	$	152,671.27	Darw #1 #2 - Phase 4a	
27 Lee Surveying	$	12,950.00	final platting ($12,500) and legal descriptions ($450)		
28 HGS	$	851	Phase 3 Construction paperwork		
29 Earthworks	$	439,483.73	Draw #3,4 - Phase 4a		
30 M&A	$	20,550	Design	last design fee for 3 and 4a		
31 HGS	$	552	Legal		
32 Earthworks	$	315,109.94	Draw #5		
33 HGS	$	115.00	confer with Liam		
34 Earthworks	$	441,873.87	Draw #6		
35 HGS	$	460.00			
36 Basham & Lucas	$	8,750.00			
37 M&A	$	5,596.80			
38 On-Site Industries	$	6,348.42	mailboxes		
39 Micamy Design Studio	$	69,384.87	Amenity furniture	total will be	92513.1		
40 Earthworks	$	299,453.41	Draw #7,8		
41 Marand Builders	$	6,520.50	deposit		
42 Earthworks	$	338,684.08	Draw 9		
43 Marand Builders	$	85,582.47			
44 HGS	$	1,932.00			
45 M&A	$	3,073.20			
46 Basham & Lucas	$	80.65			
47 Marand Builders	$	145,199.23			
48 HGS	$	1,311.00			
49 Earthworks	$	299,387.13	Draw 10		
50 HGS	$	138.00			
51 Micamy Design Studio	$	26,682.29	Amenity furniture		
52 Marand Builders	$	56,262.35			
53 Earthworks	$	482,560.93	Draw 11	Changed from $482560.93 to $124,467.86	The remaining $358,093.06 paid by developer	
54 Basham & Lucas	$	11,250.00	Interior design		
55 On-Site Industries	$	6,348.42	mailboxes		
56 Lee Surveying	$	2,956.80	Legal descriptions		
57 HGS	$	207.00	No more Bond Funds		
58 Earthworks	$	233,302.83			
59 Earthworks	$	354,264.05			
60 Earthworks	$	314,410.29	Phase 4a Construction		
61 HGS	$	276.00	Phase 4A Legal		
62 Earthworks	$	131,043.25	Phase 4a Construction		
63 Earthworks	$	200,117.80	Phase 4a Construction - Final Draw		

RFP and contract

Phase 3 and 4A Requisitions

Requisition #	Payable to	Amount	Purpose	
1 Earthworks	$	64,191.33	Draw #1, #2	
2 McCranie & Associates	$	70,445.00	Design -	
3 HGS	$	1,288.00	Phase 4b construction documents	
4 Earthworks	$	184,782.93	Draw #3,4	
5 McCranie & Associates	$	16,030.00	Design -	
6 HGS	$	943.00	Legal	
7 Earthworks	$	132,489.40	Draw #5	
8 Earthworks	$	185,787.88	Draw #6	
9 HGS	$	897.00		
10 M&A	$	9,073.20		
11 Earthworks	$	125,906.55	Draw #7,8	
12 HGS	$	920.00		
13 Earthworks	$	142,401.26	Draw 9	
14 HGS	$	1,564.00		
15 M&A	$	19,561.80		
16 HGS	$	667.00		
17 Earthworks	$	125,878.68	Draw #10	
18 HGS	$	920.00		
19 Signtalk Graphix	$	938.75	Wayfinding Signs	
20 Earthworks	$	202,894.94	Draw 11	
21 Lee Surveying & Mapping	$	1,243.20	Legal descriptions	
22 McCranie & Associates	$	10,200.00	Engineering services	
23 Marand Builders	$	38,831.35	Renovation of Amenity Center	
24 Signtalk Graphix	$	938.75	Wayfinding Signs	
25 Nassau County	$	3,600.00	Pre-con meeting	
26 Earthworks	$	98,093.24	Draw #12 - Phase 4	

Phase 4B and Phase 5 Requisitions

27 Earthworks	$	107,468.79	Draw #1 - Phase 5	Phase 5 Construction begins	
28 HGS	$	460	Phase 5- Legal	
29 HGS	$	1,150	Phase 5- Legal	
30 Earthworks	$	148,951.93	Phase 4b construction	
31 Earthworks	$	237,119.20	Phase 5 construction	
32 Nassau County	$	3,711.00	Phase 5 application fees	
33 Nassau County	$	15,070.00	Phase 5 pre-con meeting fee	
34 Earthworks	$	132,195.24	Phase 4b construction	
35 Earthworks	$	469,604.25	Phase 5 construction	
36 McCranie & Associates	$	32,400	Phase 4b and 5 Engineering Services	
37 HGS	$	391	Phase 5- Legal	
38 Earthworks	$ 1,070,682.79	Phase 5 construction	
39 Earthworks	$	55,097.73	Phase 4b construction	
40 Earthworks	$	84,140.44	Phase 4b construction - Final Draw	
41 HGS	$	299	Legal	
42 Onsight	$	10,507	CBU installation	

Amelia Walk Phase 4

5%	Remaining	

Earthworks of Florida	
Mobilization and Site Preparation	
Clearing & Grubbing	
Seeding and Mulching and Sod	
Erosion and Sediment Control	
SWPPP	
Stormwater Management Construction	
Roadway	
Storm Drainage system	
Paving & Drainage as-builts	
Water system	
sewer system	
Lift station	
W&S as-builts	
Sleeves	
Lot Grading	
Bond	
CO#1 - Additional sleeves	
C0#2 - DIRT & RCP Changes	
CO#3 - Silt Fencing	
C)#4 - Sleeves deduct	
Engineering/Permitting	
Electrical	
Contingency	

 
100.0%		
	$	5,698,424	
$	59,478.10		
$	199,733.00		
$	229,877.57		
$	47,234.45		
$	13,188.88		
$	730,804.42		
$ 1,249,525.28		
$	771,361.57		
$	31,310.00		
$	584,214.67		
$	758,249.64		
$	428,146.77		
$	30,692.50		
$	15,750.00		
$	392,952.00		
$	53,122.00		
$	103,040		
$	(2,522)	$	216,960	
$	2,265		
$	(13,250)		
$	120,000		
$	-		
$	96,960		

 
#	Dec, 2018	
	$	16,672.50	
	$	53,100.00	
	$	-	
	$	28,545.30	
	$	5,935.00	
	$	-	
	$	-	
	$	-	
	$	-	
	$	-	
	$	-	
	$	-	
	$	-	
	$	-	
	$	64,800.00	
	$	47,810

$	70,445.00	
$	1,288.00	

 
January, 2019	Feb, 2019	March, 2019	April/May, 2019	June,2019	July, 2019	August,2019	September, 2019	October, 2019	November, 2019	December, 2019	January, 2020	February, 2020		
$	9,854.87	$	4,369.50	$	5,871.60	$	2,753.69	$	-	$	4,000.14	$	6,354	$	2,853.00			$	2,929.41	$	845.50	$	2,974	$	-	
$	126,659.70	$	-	$	-	$	-	$	-	$	-	$	-	$	-			$	9,986.65	$	-	$	9,987	$	-	
$	-	$	-	$	-	$	-	$	-	$	-	$	62,064	$	22,500.50	$	51,988	$	67,218	$	11,320.59	$	3,292.52	$	11,494	$	-	
$	1,593.60	$	-	$	1,062.40	$	1,062.40	$	531.21	$	6,568.67	$	1,876	$	0.01	$	1,006	$	266	$	2,361.72	$	-	$	2,362	$	-	
$	1,187.00	$	3,561.00	$	1,187.00	$	-	$	-	$	-	$	-	$	-	$	-	$	-	$	659.44	$	-	$	659	$	-	
$	241,229.72	$	370,254.00	$	25,270.25	$	166.32	$	-	$	5,781.31	$	15,022	$	(0.02)	$	-	$	-	$	36,540.22	$	-	$	36,540	$	-	
$	27,000.00	$	3,931.20	$	10,322.64	$	-	$	8,100.00	$	16,218.72	$	317,712	$	147,925.30	$	397,736	$	34,512	$	53,525.44	$	170,065.73	$	62,476	$	-	
$	-	$	-	$	193,994.64	$	128,547.02	$	197,472.73	$	66,078.14	$	63,810	$	30,452.46	$	13,870	$	-	$	38,568.08	$	-	$	38,568	$	-	
$	-	$	-	$	-	$	-	$	-	$	438.75	$	2,329	$	10,953.00	$	5,652	$	1,157	$	1,140.50	$	8,075.00	$	1,566	$	-	
$	-	$	-	$	59,752.08	$	153,927.58	$	78,963.96	$	114,048.63	$	32,675	$	80,856.90	$	4,219	$	1,350	$	29,210.73	$	-	$	29,211	$	-	
$	-	$	-	$	252,806.44	$	113,680.40	$	74,031.30	$	50,059.95	$	144,775	$	22,093.73	$	8,145	$	16,833	$	37,912.48	$	-	$	37,912	$	-	
$	-	$	-	$	70,763.50	$	25,222.55	$	117,373.64	$	110,623.00	$	27,522	$	13,761.00	$	16,144	$	3,922	$	21,407.34	$	-	$	21,407	$	-	
$	-	$	-	$	-		$	2,362.50	$	675.00	$	11,318	$	-	$	4,455	$	7,193	$	1,444.63	$	1,710.00	$	1,535	$	-	
$	-	$	-	$	-		$	2,250.00			$	-	$	-	$	-	$	125.00	$	-	$	13,375	$	-	
$	216,741.78	$	65,484	$	6,631		$	-			$	0		$	-	$	19,647.60	$	-	$	19,648	$	-	
$	-	$	-	$	-		$	-			$	-		$	-	$	2,656.10	$	-	$	2,656	$	-	
					$	50,773.50		$	-		$	41,963	$	5,152.00	$	-	$	5,152	$	-	
									$	(2,270)	$	(126.09)	$	-	$	(126)	$	-	
											$	2,152.23	$	113	$	-	
												$	(13,250)	$	-	
$	16,030			$	7,950	$	22,635									$	2,940	
													$	-	
$	943.00					$	4,200						$	10,806.05	$	79,723	
													$	-	

$	-	
$	-	

Total	$	5,915,384

1.

REQUISITION

AMELIA WALK COMMUNlTY DEVELOPEMENT DISTRJCT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 38)

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 I, 2006, as supplemented by a Sixth Supplemental Trust lndenture, dated as of December 1, 2018 (the "Indenture"), (all capitalized terms used herein shall have the meaning ascribed to such tenn in the Indenture):

Requisition Number: 34

Name of Payee: Earthworks of Florida

Amount Payable: $ 132,195.24

(0) 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 oflssuance, if applicable):

See attached invoice.

fund or Account from which disbursement to be made:

_l_	Series 2018A Acquisition and Construction Account Series 2018A Costs of Jssuance 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;

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 invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby request ed.

AMELIA WALK COMMUNITY DEVELOPEMENT DlSTRJCT

By:		-	

Res1)0I1Si b e	ffi ;

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

./

"' Cons uJti ng Engineer

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	lrsl,Jch  disb.    sement  is  being made; and (iii) the report of the Consulting Engineer such report.-shal e been amended or modified on the date hereof.

December  26, 2019

 APPLICATION  AND CERTIFICATE FOR PAYMENT	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDmONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00	

2,521.75	
NUMBER	DATE APPROVED			
C0#1
C0#2				
TOTALS	103 040.00	2 521.75	
NIT CHANGE BY CHANGE ORDERS	100,518.25	

TO (OWNER):
Amelia Walk Community Development District
475 west Town Pface 1 Suite 114	PROJECT:	Amelia Walk, Phase 4A and 48
Amelia Concourse Nassau County	APPLICATION NO:

PERIOD FROM:	fifteen (15)
50% Retalnage
10/12/19	
St Augustine, FL 32092		Florida	PERIOD TO:	11/11/19	
FROM (CONTRACTOR):	
ENGINEER:	
McCranie & Associates	PROJECT NO:	(11/25/19)	
EARTHWORKS OF FLORIDA, LLC
11932 NORTH STATE ROAD 121
MACCLENNY,FLORID A 32063		301 Centre Street, Suite 200
Fernandina Bea ch, FL 32034	
SUBSTANTIAL COMPLETION DATE:		
904-653-2800			CONTRACT DATE:	10/5/2018	
CONTRACTOR'S APPLICATION FOR PAYMENT		APPUCATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION		
		WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, rs ATTACHED		
		l. ORIGINAL CONTRACT SUM................................................	$	5,595,640.85	
		
2. NIT CHANGE BY-CHANGE ORDERS.......................... ............	$	100,518.25	
				
		3. CONTRACT SUM TO DATE (LINE l & 2)............................	$	5,696,159.10	
	
,	
4.   TOTAL COMPLETED & STORED TO DATE.,.. ..,............,... . .	
5,489,236.72 	
		
5. RITAINAGE:

b. 10% OF STORED MATERIAL....................	 			

THE UNDERSIGNED CONTRACTOR CERTIFIES TI-!AT TO THE BEST OF THE	TOTAL RITAINAGE (LINE Sa + Sb)................... ....... .. .. .. .. ...... .. ....... .	$	274,461.84	
CONTRACTOR'S KNOWLEDGE, INFORMATION AND BEUEFTHE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED	6. TOTAL EARNED LESS RITAINAGE .................................,........... .,...	j	5,214,774.89	
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL	7. LESS PREVIOUS CERTIFICATES FOR PAYMENT..,	,..,..,..,..	$	4J68,169.37	
AMOUNTS HAVE BEEN PAID BY TiiE CONTRACTOR FOR WORK FOR	APPLICAnON 14	$	172,143.69	

10% OF COMPLETED WORK....._	•

274,461.84

WHICH PREVIOUS CERnFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND TiiAT CURRENT PAYMENT SHOWN HEREI N IS NOW DUE.

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC MATTHEW MOCINI

$274,461.83
Phase 4A - $193,221.12 Phase 4B - $81,240.71

12/26/2019

 BY:	  	

DATE:	11/11/19 

2?	//

8,CURRENT PAYMENT DUE..........................................................

9. BALANCE TO FINISH, PLUS RITAlNAGE...............................

 $	274,461.83

i	481,384.21
ROBIN LVNN UTif
Commission I GG149986
Expi,es January 25, 2022

Beoo!Mlll'II Budge(No!lllyS!lrti:es

ENGINEER'S CERTIFICATE FOR PAYMENT
IN ACCORDANCE WITH TtlE CONTRACT DOCUMENTS, BASED ON ON-SITT OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BESf OF THE ENGINEER'S KNOWLEDGE, I NFORMATI ON AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	$

-----

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE;	
THlS CERTI ACATE 1S NOT NEGOTI ABLE. THE AMOUNT CERTIFfEO JS PAYABL£ ONLY TO THE CON1RACTOR NAMED HEREIN. ISSUANCE, PAYMENT ANO ACCEPTANCE OF PAYMENT ARE WITHOUT PR.EllJDlCE TO ANY RIGHTS OF THE OWNER AND CONTRACTOR UNDER i HlS CONTRACT.

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 :	Fift een (15)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:		10/12/19
PERIOD TO	11/11/19	

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

5%	RIT AI NAGE TO DATE

5%	
		PREVIOUS APPUCATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
58,588.10	-		
58,588.10	
99%	
890.00	
-	
2,929.41	
CLEARING AND GRUBBI NG	199,733.00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
226,411.76	

-		
226,411.76	
98%	
3,465.81	
-	
11,320.59	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
47,234.45	-		
47,234.45	
100%	
0.00	-	
2,361.n	
STORMWATER POLLVTION
PREVENTI ON PLAN	
13,188.88	
13,188.88	-		
13,188.88	
100%	-	-	
659.44	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
730,804.42	
-		
730,804.42	
100%	-	
-	
36,540.22	
ROADWAY CONSTRUCTION	1,249,525 .28	1,070,508.72	-		1,070,508.72	86%	179,016.56	-	53,525.44	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	0.00	-	38,568.08	
PAVING AND DRAINAGE AS-BUI LTS	31,310.00	22,810.00	-		22,810.00	73%	8,500.00	-	1,140.50	

JEA WATER DISTRIBUTION SYSTEM	
584,214.67	
584,214.67	·-		
584,214.67	
100%	
-	
-	
29,210.73	
JEA SANITARY SEWER SYSTEM	758,249.64	758,249.64	-		758,249.64	100%	0.00	-	37,912.48	
JEA SANITARY SEWER LIFr
ST ATI ON SYSTEM	
428,146.77	
428,146.77	

-		
428,146.77	
100%	-	
-	
21,407.34	
WATER AND SEWER AS-BUILTS	30,692.50	28,892.50	-		28,892.50	94%	1,800.00	-	1,444.63	
I RRIGATI ON SLEEVES AND
ELEC/TELEPHONE	
15,75 0.00	
2,500.00	

-		
2,500.00	
16%	
13,250.00	
-	
125.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	19,647.60	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	-	-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AM T	5,595,640.85	5,388,718.47	-	-	5,388,718.47	96.30%	206,922.38	-	269,435.92	
								-		
C0#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103 040.00	100%	-	-	5,152.00	
C0#2 DIRT & RCP CHANGES	(2,521.75)	(2,521.75)	-		(2,521.75)	100%	-	-	(126.09)	

TOTAL CONTRACT	5,696,159.10	5,489,236.72	-	-	5,489,236.72	96.37%	206,922.38	-	274,461.84	

CUSTOMER : AMELIA WALK CDD

BID  DATE: 1015/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE D QTY TO
DA TE	

STORED
VALUE TO DATE	
INSTALL ED QTY
THIS PERIOD	

INSTA LLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

"o/
COMP	
													
IVlVOILILJ-\ 1 IVN 1-\l'IU .)I IC.
PREPARATION													
MUl:ILIZA TION	1	LS	10,000.00	10,000.00		.-	-	-	1	10 ,000 .00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15 ,299 . 50				-	1	15,2.99 . 50	15,299.50	1000%	
SURVEY & LAYOUTS 4B	1	LS	11,200 .00	11 ,200.00		-		-	1	11 ,200.00	11,200.00	1000%	
ASBUILTS 4A	1	LS	8,900 .00	8,900 .00		-		-	0.9	8,010.00	8,010 . 0 0	80.0%	
ASBUILTS4B	1	LS	5,000.00	5,000.00		-		-	1.0	5,000.00	5,000.00	100.0%	
DENSI TY TEST ING 4A & 4B	278	EA	28.70	7,978.60		-		-	278	7,978 .60	7,978.60	100.0%	
1t'KU!._;IUK	4	EA	275.00	1,100.00		-		-	4	1 ,100.00	1 ,100 .00	100.0%	
IV I AL IVIVCILILJ-\ I IVN ANU .::,1 I C.
PREPARATION				
59 ,478 .10		-		
-		
58 ,588 .10	
58 ,588 .10	
98.5%	
								Less Previous Draws . ..............	58.588 , 10		
								Amount due this Draw .............	-		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4,000 . 00	101,600.00		-		-	25.4	101,600 . 00	101, 600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4,000.00	20,280.00		-		-	5.07	20,280.00	20,280,00	100 ,0%	
STRIP 4A	40184	CY	1.50	60,276.00		-		-	40,184	60,276.00	60,276.00	100.0%	
1;:, 1K   ll-' 41:1	11718	CY	1. 50	17,577.00		-		-	11,718	17,577.00	17,577.00	100.0%	
IV I AL I..Lt:.AKINI.:, ""U \:iKUOt,INb				199.733.00		-		-		199 ,733 .00	199,733.00	100. 0 %	
								Less Previous Draws . ............ ..	199.733 00		
								Amount due this Draw.... .... .....	-		

::St:t:.UINl,;j ANU MULI..Mlrtu ANU ::SVU													
1:SOD  BEHIND CURB 1.67'	2524	SY	2.91	7,344.84		-		-	1,333	3,879.03	3,879 .03	52,8 %	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04		-		-	16 ,944	49,307. 04	49,307.04	100,0 %	
SE ED & MULCH NON-STRUCTURAL	21'136	SY	0.56	11,836.16		-		-	21 ,136	11,836. 16	11, 836.16	100, 0 %	
SEED & MULCH ROW	20420	SY	0.56	11,435.20_		-		-	20,420	11,435.20	11,435.20	100 0%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28		-		-	181,813	101,815 28	101,815.28	100.0%	
SOD  BEHIND CURB 1.671	1067	SY	2.91	3,104.97		-		-	1,067	3,104 97	3,104 .97	100.0'/4	
SEED & MULCH NON STRUCTURAL	8061	SY	0 . 56	4,514.16		-		-	8,061	4,514 . 16	4,514.16	100.0%	
SEED & MULCH ROW	8183	SY	0.56	4,582.48		-		-	8,183	4,582.48	4,582.48	100.0%	
1;:,t:t:U  & MUL!._;H LU  1 ::;
I U I AL ::it: t:UII \.:> ,.,, U MUL!._;HINb ANU	64174	SY	0,56	35 ,937.44		-		-	64 ,1 74	35,93 7.44	3 5,937 .44	100.0%	

SOD				
229,877.57		-		-		
226,411.76	
226,4 11.76	
9B.6%	
								Less Previous Draws .. ... ... ...... .	226 .411.76		
								Amount due this Draw .. ........ ...			

PROJECT: AMELIA  WALK PH 4A & 4B	PERIOD FROM.	1011211 9 PERIOD TO;	11111119	APP LICATION NO :	Fifteen (15)

-

Page 1 or 13

CUSTOMER: AMELIA WALK COD
PROJECT: AMELIA WALK  PH  4A & 4B	PERIOD FROM	1 0/12/19 PERIOD TO:	11 /11119	APPLICATION NO:	Fifteen (15)

BID   DATE : 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION   EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
S TORE DOTY TO
DATE	

STORED VALUE TO DATE	
INS TALL ED QTY
THIS PERIOD	

INSTALLED VALUE THIS PER IOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
SILT FENCiNG 4A	9300	LF	1.97	18,321. 00		-		-	9 ,3 00	18,321.00	18,321.00	100,0%	
SILT FENCING 48	6800	LF	1.97	13,396.00		-		-	6 , 800	13,396.00	13,396.00	100,0%	
INLET PROTECTION 4A	30	EA	223.61	6,708.30		-		-	30	6,708 .30	6,708 .30	100.0%	
INLET PROTECTION 48	13	EA	223.61	2,906.9 3		-		-	13	2,906.93	2,906.93	100. 0%	
M AINTENANCE OF CONSTRUCTION
ENTRANCE4A	
1	
EA	
2,951.11	
2,951 .11		-		-	
1.0	
2,951. 11	
2 ,951.11	
100,0%	
I\VlA IN I t:NANLI:: Ut- GUN::; I t-<UL;\ IUN
ENTRANCE4B	
1	
EA	
2,951.11	
2,9 51.11		-		-	
1	
2.951.11	
2,951 .11	
100.0%	
I U I AL CM:U.:>IUN ANU .:,cUIMt:N I
CONTROL				
47.234.45				-		
47,234.45	
47,2 34.45	
100.0%	
								Le-ss Previous Draws ····· -··-······	47,234.45		
								Amount due this Draw ... ........ ..	-		

STORMWATER POLLUTION
PREVENTION PLAN													
NPOES PERMIT 4A	1	LS	6,594 .45	6,594.44		-		-	1	6 , 594.44	6 . 594.44	100.0%	
IN t-'U t: :::. r't:t-<IV\I I 4t1	1	LS	6,594.44	6,594.44		-		-	1	6,594.44	6,594.44	100,0%	
I u1AL.> 1 u	fAI t:K ..-uLLU IIUN
PREVENTION PLAN				
13, 188.88		-		-		
13.188.88	
13 ,188 .88	
100, 0 %	
								Less Previous Draws ........ ..... ..	13,188.88		
								Amount due this Draw . ............	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 48	

14935	

CY	

2.40	

35,844 .00		
-		
-	

14.935	

35 ,844 .00	

35,8 44.00	

100,0%	
OVER-EXCAVATE & BURY STRIPPINGS
I LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
2.40	
60.597.60		-		-	
25,249	
60,597.60	
60,597 .60	
100 ,0 ¾	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80				-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		-	
2,803	
6,727 .20	
6,727 20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK I DRIVEWAY AREAS 4A	
477	
CY	
2.40	
1.144,80		
-		
-	
477	
1.144.80	
1,144.80	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		-		
-	
10 ,223	
24 ,535 . 20	
24 ,535.20	
100,0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
2 .40	
212,899.20		
-		
-	
88.708	
212,899.20	
212 .899.20	
1000%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #151 MOVE DJR  T TO
LOTS 4A	
62685	
CY	
2.40	
150.444.00		-		-	
62 ,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
2.40	
9,393.60		
-		-	
3,914	
9,393 60	
9, 393.60	
100.0%	
Page 2 of 13

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA  WALK PH 4A & 4B	PERIOD FROM:	10/12119 PERIOD TO:	11/11/19	APPLICATlON NO	Fifteen (15)

BID  DATE; 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
2.40	
99,758.40		-		-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXC AVA TE POND #15 / LOAD & HAUL
OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5,596.80		-		-	
2,332	
5,596.80	
5 ,596.80	

100 ,0'lli	
EXCAVATE FROM POND 14 48 MOVE DIRT TO NON STRUCTURAL AREAS 48	
2080	
CY	
2.40	
4,992.00		-		-	
2,080	
4.992. 00	
4,992.00	

1000%	
STATION BALANCE 48	7732	CY	2.40	1 8,556 .80		-		-	7, 7 32	18,556.80	16,556.80	100.0%	
DEWATER 4A	253156	CY	0.25	64,131.50		-		-	253,156	64,131.50	64,131 50	100.0%	
DEWATER 4B	11718	CY	0.24	2,812 .32		-		-	11,718	2,812.32	2,812.32	100 .0%	
PAVING AREA CUT/ MOVE EXCESS
DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596 .80		
-		
-	
1, 082	
2,596.80	
2,59680	
100.0o/;	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY	
2.40	
134.40		
-		
-	
56	
134.40	
134.40	
100 0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		-		-	
113	
271.20	
271.20	
100 .0%	
SPREAD & COMPACT STATION
BALANCE 48	
7732	
CY	
0.60	
4,639.20		
-		
-	
7,732	
4,639.20	
4,639.20	
100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 4B	
2050	
CY	
0.60	
1.230.00		
-		
-	
2,050	
1,230.00	
1,230.00	

100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 48	
1251	
CY	
0.60	
750.60		-		
-	
1 ,251	
750,60	
750.60	
100,0 %	
MACHINE DRESS NON-STRUCTURAL
4B	
8061	
SY	
0.32	
2,579.52		-		-	
8,061	
2,579.52	
2,579.52	
100.0%	
IMACHINt: DRESS LO T S 4B	64174	SY	0.32	20,535.68		-		-	64,174	20,535.68	20,535.68	100,0 %	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804.42		
-		
-		

730,80 4.42	

730 ,804 .42	

100.0%	
								Less Previous Draws ...............	730,804.42		
								Amount due this Draw ............ .	0.00		
													
ROADvvAY CONSTRUGJ IUN													
ISl ATION BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494 .40	1000%	
SPREAD & COMPACT STATION
BALANCE4A	
11456	
CY	
0.60	
6,873.60		-		-	
11,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		-		-	
17,681	
10,608.60	
10.608.60	
100 0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	40,240	20,120.00	20,120.00	100,0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	20,420	6,126.00	6,126.00	100.0'¼	
MACHINE DRESS NON-STRUCTURA L
4A	
21136	
SY	
0.30	
6,340.80		-		-	
21,136	
6,340.80	
6,340.80	
100.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10,166.40		-		-	16,9 44	10,166.40	10.166.40	100.0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	181,813	54,543.90	.54,543.90	1U□. 0 %	
REGRADE AFTER UGE 48	16498	SY	0.50	8,249 .00				-	16.498	8,249.00	8,249.00	'100.0%	
MACHINE DRE SS RIGHT OF WAY 48	8183	SY	0.30	2,454.90		-		-	8, 1 83	2,454.90	2,454.90	100. 0%	
SURVEY & LAYOUT	1	LS	22,500.00	22,500 .00		-		-	1.0	22,500.00	22,500.00	100 .0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1,	1 ,594.44	1,594.44	100,0%	
DENSITIES	96	EA	28.70	fla g 3	-		-	96	2,755.20	2,755.20	1000%	

CUSTOMER : AMELIA WALK CDD
PROJECT: AMELIA  WALK  PH  4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO :	11/11/19	APPLICATION NO:	Fifteen (15)

BID   DATE : 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY TH IS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QlY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550 .00		-		-	2	5 50.00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032.50	8,032 ,50	100.0%	
12" ST ABLIZATION LBR 40 (2350 TN)	21316	SY	4.30	91,658 .80		-		-	21,316	91,658.80	91,658.80	1000%	
GRADE CURB PAD	13600	LF	0.65	8,840.00				-	13,600	8,840.00	8,840 .00	1000'1(,	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	13,600	127, 160.00	127,160.00	1000%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		-	18,293	23,963:.83	23,963.83	1000%	
SIDEWALK	1228	SY	34.65	42,550 .20		-		-	800	27,720.00	27,720. 00	65.1%	
H/C RAMPS	18	SF	345.00	6,2 10.00		-		-	-	-		0 .0 %	
ADA MATS	270	SF	36 .46	9 , 574.20		-		-	-	-	-	0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125.00	1,875.00		-		-	15	1,875.00	1,8 75.00	100.0%	
6" LIMEROCK (6050 TN)	18293	SY	11.03	201,771.79		-		-	18 , 293	201,771.79	201,771.79	100,0%	
PRIME	18293	SY	0.62	11,34 1.66		-		-	18,293	11,341.66	11,34 1.66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		-		-	4 ,2 19	42,780 .66	42,780.66	23 .1%	
ASPHALT CORES	35	EA	125.00	4,375.00		.-		-	10	1,250.00	1,250.00	28.6%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00					0.6	3 ,850.20	3,850.20	BOO%	
SURVEY & LAYOUT	1	LS	9,500.00	9,500.00		-		-	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594 .44	1,594.44	1000%	
DENSITIES	36	EA	28.70	1,033.20		-		-	36	1,033.20	1,033.20	100,0%	
PROCTOR	2	-EA	275.00	550.00		-		-	2	550.00	550.00	100.0 %	
LBRTEST	10	EA	297.50	2,975.00		-		-	10	2,975.00	2,975.00	100,0 %	
1 2" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5 .70	51,613.50		-		-	9 , 055	51 , 613.50	51,613.50	100,0 %	
GRADE CURB PAD	5750	LF	0.65	3,737.50		-		-	5,750	3,737.50	3,737.50	100,0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762 .50		-		-	5,750	53,762.50	53,762.50	100.0%	
FI NE GRADE BETWEEN CURBS	7780	SY	1.42	11,04 7.60		-		-	7,780	11,047.60	11,047.60	100.0%	
SIDEWALK	536	SY	34.65	18,572.40		-		-	536	18 ,572.40	18,572 . 40	100.0%	
H/G RAMPS	11	EA	345,00	3,795.00		-		-	11	3,795 .00	3,795.00	100.0%	
ADA MATS	165	SF	35.46	5,850 . 90		-		-	165	5,850.90	5,850.90	HXl.0 %	
CONCRE TE CYLINDER (EA 4 SEl)	7	EA	125 .00	875.00		-		-	7	875.00	875.00	iOIJ.0%	
6" LIMEROCK (2575 TN}	7780	SY	1 1.22	87,291.60		-		-	7,780	87,29 1.60	87,291 ,60	100 .0%	
PRIME	7780	SY	0.62	4,823.60		-		-	7.780	4,8 23.60	4,823.60	100 ,0 ¾	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989 .80		-		-	7,780	80,989.80	80,989.80	100,0' ,o	
l/"\vr, 1M L I \.,UKt:.:::S	15	EA	125,00	1,875. 00		-		-	15	1 ,8 75.00	1,875.00	100.0%	
I U I AL KUAUVVAY \.,UN;::, I KU\.,.I IUN				1,249 ,525.28		-		-		1,070,508.72	1,070 ,508.72	85.7%	
								Less Previous Draws .... ...... .....	1,070 ,508.72		
								Amount due this Draw.............	-		

Page 4 of 13

CUSTOMER : AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A  & 4B	PERIOD FROM :	10112/19 PERIOD TO'.	11111/19	APPLICATION NO:	Fifteen (15)

BID  DATE : 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY .	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTAL LED
VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
													
-STURMlJRAIKAGFSY;:,1 cM													
SU RVE Y & LAYOUTS	4128	LF	1.65	6 ,8 11.20		-		-	4,12 8	6 ,811 . 20	6,811.20	100.0%	
STORM TV & INSPECTION	4128	LF	2.85	11 ,764.80		-		-	4,128	11 ,764.80	11,764 .80	1 00,0%	
COMPACTION & DENSITIE S	570	EA	28.70	16,359. 00		-		-	570	16,359 .00	16,359.00	100 0%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38 ,0 46.00		.		-	2 ,984	38 ,046.00	38,0 46.00	100.0%	
18" RCP (4-6)	256	LF	34.87	8,926.72		-		.	256	8.92, 6 72	8,92 6.72	100.0%	
18" RCP (6-8)	352	LF	36.87	12 ,978.24		-		-	352	12,978.24	12 ,978.2 4	100.0%	
24" RCP (0-4) (TRIPLE BARREL 110 4' X
3)	
312	
LF	
56.78	
17 ,715.36		-		-	
312	
17,715.36	
17 .715 .36	
100.0%	
24" RCP {4-6)	176	LF	47.78	8 ,409.28		-		.	1 76	8,409.28	8,409 .28	100.0%	
24" RCP (6-8)	944	LF	49.78	46 ,9 92,3  2		.		-	944	46,992.32	46 ,992.32	10 0.0%	
24" RCP (8-10)	216	LF	52.78	11.400.48		.		-	216	11,400.48	11,400.48	100.0%	
30" RCP (6-8)	216	LF	65.14	14,070.24		.		-	216	14,0 70. 24	14,070 .24	100.0%	
36" RCP (4-6)	400	LF	83.07	33 ,228 . 00		-		.	400	33,228.00	33,228 .00	100 .0%	
36" RCP (6-8)	680	LF	85.07	57,847 .60		-		.	680	57.847 .60	57,847.60	10 0.0%	
36" RCP (8-10)	152	LF	88.07	13,386.6 4		.			152	13 ,386 . 64	13,386	. 64	100.0%	
42" RCP (8-10)	424	LF	105 .67	44 ,80 4.08		-		-	424	44,8 04.08	44,80 4.08	100 .0%	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	49	EA	17.83	873.67		-		-	49	873,6 7	873.67	
1000%	
PIPE DIAPERS	12	RLS	189 .17	2,270.04		-		.	12	2,270 .04	2,27 0.04	100 0%	
SINGLE CURB INLET (4-6) (41, 42. 43 ,
51 , 52, 111 , 112, 131 , 151 .)	
9	
EA	
3 ,233 .13	
29 ,098 .1 7		
.		-	
9	
29 .098 17	
29,098 .1 7	
1000%	
SINGLE CURB INLET (6-8) (71 , 72, 92,
81 , 82. 61, 62, 102. 132 , 113)	
10	
EA	
3,911 .07	
39,110.70		
.		
-	
10	
39,110.70	
39 ,110 .70	
10 0.0%	
SINGLE CURB INLET (8-10) (122 , 123 ,
142)	
3	
EA	
5,673.40	
17,020.20		

.		
.	
3	
17,0 20.20	
17,020.20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,6 04.98	4,604.98		.		.	1	4,604.98	4,6 04.98	100,0 %	
DOUBLE CURB INLET (6-8) (91 , 133)	2	EA	6,159 .39	12 ,318.78		-		.	2	12 ,3 18 .78	12 ,318 .78	100,0 %	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,8 48.16	6,8 48.16		.		.	1	6,8 48.16	6,848.16	100.0%	
!VIODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4.180 .68	
4,180. 68		-		-	
1	
4 ,180. 68	
4,180 .68	
100.0%	
MODIFIED "H'' I NLET CTRL. STR (4-6)
(201)	
1	
EA	
6,655 . 0 2	
6 ,655. 02		-		
-	
1	
6,655 .02	
6,655 .02	
100.0%	
MODIFIED "H' ' I NLET CTRL. STR. (8- to )
(121)	
1	
EA	
7,664.79	
7.664.79		-		-	
1	
7 ,66 4.79	
7 ,664.79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4 ,476.06	4,476.06		-		-	1	4.476.06	4,476.06	100.0%	
TRIPLE 24" MES	6	EA	1,828 .92	10,973 .52		-		-	6	10 ,973.52	10,973 .52	100, 0 %	
INVERTS	30	EA	491.83	14 ,75 4. 90		-		-	30	14 ,754.90	14 ,754.90	100.0%	
18" PRECAST MES (44 , 53)	2	EA	766.18	1 ,53 2.36		-		.	2	1,532.36	1,532 .36	100 .0 %	
24" PRECAST MES (73 , 93 , 83 , 143. 152,
63 , 103)	
7	
EA	
1,028 .92	
7,202 .44		
.		
-	
7	
7,2 02.44	
7,202.44	
100.0%	
30" PRECAST MES (114)	1	EA	1 ,589 .29	1,5892 9		-		-	1	1,58 9.29	1,589 , 29	1 00.0%	
36" PRECAST MES (13 4)	1	EA	1 ,835 . 39	1 ,835.3 9		-		-	1	1,835 .39	1,835.39	100.0%	
42" PIPE MITERED (124)	1	EA	2,2 79.05	2,2 79.05		.		-	1	2,279 .05	2,2 79.05	1 00.0%	
42" MES GIP CONCRETE APRON	1	EA	2,260 .00	2,260 .00		.		-	1	2 ,260.00	2 ,26 0.00	100 .0%	
57 STONE	100	TNS	57 .67	diZfi1:.DJil ,,_	-		-	100	6,767.00	5,767.00	100,0 %	

PROJECT:  AMELIA  WALK PH 4A & 4B	PERIOD FROM:	10/1:!/19 PERIOD TO:	11/11/19	APPLICAT ION NO:	R fleeri (15)

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	
Q,TY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
S TORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INS TALL ED QTY THIS
PERIOD	

INS TALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
MIS CELLANEOUS MATERIAL		LS	1 ,1 88.89	1,188. 8 9		-		-	1.0	1,188.89	1,188.89	1000%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17,461.60	100,Q')!,	
57 STONE	300	TNS	47.67	14,301 .00		-		-	300	14,301 .00	14,301.00	100, 0 %	
FABRIC	3	RL	386.39	1.159.17		-		-	3	1,159 .17	1,159.17	100 , 0 %	
6" END CAPS	52	EA	9.51	494,52		-		-	52	494.52	494.52	100, 0 %	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1,560	2,574.00	2,574.00	100 0%	
STORM TV & INSP ECTION	1560	LF	2.85	4 ,446 .00		-		-	1 ,560	4,446 .00	4,446.00	10000,.	
COMPACT IO N & DENSITIES	226	EA	28.70	6,486 , 20		-		-	226	6,486 ,20	6 , 4 86.20	100 .0%	
DEW ATER	1128	LF	12.75	14,382 . 00		-		-	1,128	14,382.00	14,38 2.00	100.0%	
15 " RCP (6-8)	32	LF	28.81	921.92		-		-	32	921 .92	921.92	100.0%	
18" RCP (0-4)	304	LF	32.87	9,992 .48		-		-	304	9,992.48	9,992 .48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36		-		-	128	4.463 .36	4,463 .36	100.0%	
18" RCP (6-8)	216	LF	36.87	7,963 .92		-		-	216	7,963 . 92	7,963.92	100,0 %	
24" RCP (6-8)	32	LF	49.78	1, 592.96		-
.		-	32	1,592.96	1,592.96	100,0 %	
30" RCP (8-10)	288	LF	68.14	19 ,624 . 32				-	288	19,624.32	19,624.32	100_0%	
36" RCP (6-8)	328	LF	86.07	28,230 .96		-		-	328	28,230.96	28,230.96	100 _0 %	
36" RCP (8-10)	232	LF	88.07	20,432 , 24		-			232	20,432.24	20,432.24	100.0%	

P IP E LUBE (.0117 PLS . PER 1' OF PIPE)	
19	
EA	
17.83	
338.77		-		-	
19	
338 .77	
338.77	
100,0%	
PIPE DIAPERS	5	RLS	189 .17	945 .85		-		-	5	945.85	945 .85	100,0%	

SINGLE CURB INLET (0 -4) (S-11)	
1	
EA	
2,933.27	
2,933.27		-		-	
1	
2,933.27	
2,933.2 7	
100.0'lo	
SINGLE CURB INLET (4-6) (S-21 , S-22, S
31, S-32)	
4	
EA	
3,233.13	
12,932.52		-		-	
4	
12,932.52	
1 2,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
3 ,911.07	
19,555.35		
-		
-	
5	
19,555 .35	
19,555,35	
100 .0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40	5,673.40		-		-	1	5,673 .40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4 ,604 .98	4,60 4 .98		-		-	1	4,604 .98	4,604 .98	100.0%	
DOUB LE CURB INLET (6-8) (S-1)	1	EA	6,159.39	6,159.39		-		-	1	6,159.39	6.159 .39	10, 0 0 %	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	1	4,476.06	4 , 476 .06	100 ,0 %	
INVERTS	14	EA	491.83	6,885.62				-	14	6,885.62	6,885.62	100,0 %	
18" PREC AST MES	3	EA	766.18	2,298.54		-		-	3	2,298.54	2,298.54	100.0%	
36" PRECAST MES	1	EA	1,835_39	1,835.39		-		-	1	1 , 835 .39	1 ,83 5. 39	100, 0 'lo	
57 STONE	50	TNS	57.56	2,878 .00		-		-	50	2,878.00	2,878 .00	100.0%	
MISCELLANEOUS MATERIA L	1	LS	1,188.89	1,188 .89		-		-	1	1,188.89	1,188.89	1000%	
UNDERDRAIN STUBS	520	LF	16.79	8,730 .80		-		-	520	8 ,730.80	8,7 30.80	100,0%	
57 STONE	150	TNS	47.56	7,134.00		-		-	'1 50	7,134.00	7,134.00	100, 0 %	
FABRIC	2	RL	386.39	772 .78		-		-	2	77 2.78	772.78	1 00, 0 '!f,	
lb l::NU LAI".:,	26	EA	9.51	247.26		-		-	26,	247.26	247.26	100 0%	
I  U   I AL  .:, I  V"m    -•	"'' ' "''"'				77 1,361 . 57		-		-		77 1,361.57	771 ,361'. 5 7	100, 0 %	
								Less Previous Draws .. ........... ..	771,361 .57		
								Amount due this Draw .. ... . .... ...	-		

PROJECT: AMELI A WALK  PH 4A & 48	PERIOD FROM :	10/12119 PERIOD TO;	11111/19	APPUCA TlON NO:	Fi fteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY .	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY
TO DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY
THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUILTS													
PAVING AS-BUILTS	1	LS	17,000 .00	17,000.00		-		-	0.5	8,500.00	8,500.00	--
50,0 %	
PAVING AS-BUil TS	1	LS	7,200.00	7,200.00		-		-	1.0	7,200.00	7,200.00	100 ,0 %	
DRAINAGE AS -BUILTS	4128	LF	1.25	5,160.00		-		-	4,128	5,160.00	5,160.00	100 .0%	
,..:'"::'.. , .. ,_,t:. f\<:>-c:SUIL 1;::,	1560	LF	1.25	1 ,950.00		-		-	1,560	1,950.00	1 ,950.00	100 0%	
I U 1AL 1-'A VI Nu   ANU	:.n..	.ol::A::;..
BUilTS				
31,310.00		.		-		
22,810.00	
22,810.00		
								Less Previous Draws ......... ......	22,810.00		
								Amount due this Draw	,.	-		

lJ t:.A YVA I t:.I< Ul:S I t <Jc:S U I IVI :S Y:S I C. IYI													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-		.	7,140	11,781.00	11,781.00	100, 0 %	
FLUSH , BT & TEST	7140	LF	0.50	3,570.00		-		-	7, 140	3,570 .00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291.50	1,291-50	100 .0%	
12" DR18 PVC	340	LF	31.26	10,628.40		-		-	3-40	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	24.23	62,028. 80		-		.	2,560	62,028.80	62,0 28.80	100.0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59,564.80	59,564.80	1000%	
6" DR18 PVC	520	LF	12.71	6,609.20		-			520	6,609.20	6,609.20	100.0%	
2" POLY PIPE	440	LF	7.61	3,348.40		-		.	440	3,348. 40	3,348.40	100 .0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-		.	15	1,998.30	1,998.30	100 . 0' /4	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	0.20	1,428.00		-		-	7.140	1,428.00	1 428 ,00	100 .0%	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		-		-	6	1,620.06	1,620.06	100.0%	
1O" BELL RESTRAINTS	58	EA	234.56	13,604.48		.		.	58	13,604.48	13,604 .48	10(10%	
8" BELL RESTRAINTS	75	EA	149.17	11.187 .75		.		.	75	11,187.75	11,187.75	100.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	45	4,207.50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924 .43	
1,924.43		-		-	
1	
1,924.43	
1,924.43	
100,0'II.	
12" MJ GATE VALVE	1	EA	2,427.06	2,427 .06		-		-	1	2,427.06	2,427.06	100.0%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		-
-	8	16,515 .52	16,615.52	100.0%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-			13	17,701.32	17,701.32	100.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2.024 .22		-		-	2	2,024.22	2,0 24.22	100.0%	
2" FLUSHING HYDRANT	2	EA	1,552.17	3,104.34		.		-	2	3,104.3 4	3,104.34	100 .0%	
2" SAMPLE POINT	2	EA	292.67	585.34		.		-	2	585.34	585.34	100.0%	
FIRE HYDRANT ASSY (:NI 6"X6" MJ TEE. 6'' MJ GATE VALVE , 6'' MJ 90 BEND, 6'' DR-18 PIPE, RODS , BOLTS ,
NUTS 8, WASHERS)	

2	

EA	

4 ,05 9.25	

8,118.50		
-		

,.	

2	

8,118.50	

8,118.50	

1000%	
FIRE HYDRANT ASSY (W/ 8"X6" MJ TEE , 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE , RODS , B OLTS ,
NUTS & WASHERS)	

10	

EA	

4,219 .88	

42,198.80		

.		

,_	

10	

42,198.80	

42,198.80	

100 , 0 %	

CUSTOMER: AMEL IA WALK COD
PROJECT :  AMELI A WALK PH  4A & 4B	PERIOD FROM:	10/12/19 PER tOD TO:	11I1H19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QJY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY
TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUETHlS PERIOD	
QlY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FI RE HYDRANT ASSY /yv/ 1O'' X6" MJ
TEE, 6" MJ GATE VALVE, 6'' MJ 90
BEND, 6" DR -18 PIPE. RODS , BOLTS, NUTS & WASHERS)	

4	

EA	

4,460.17	

17,840.68		

.		

.	

4	

17,840.6 8	

17 ,840 .68	

100.0%	
FIRE HYD R ANT ASSY /yv/ 12"X6" MJ TEE, 6" MJ GATE VALVE , 6" MJ 90 BEND, 6" DR-18 PIPE , RODS, BOLTS,
NUTS & W ASHERS)	

1	

EA	

4 ,616 .05	

4,616 . 05		

-		

.	

1	

4,616.05	

4,616 05	

100 .0%	
10" MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582.79	582.79	100.0%	
10 " M J 2.2. 5 BEND	1	EA	538.80	538,80		.		-	1	538 .BO	538 .80	100 ,a¾	
10" MJ 11.25 BE ND	14	EA	538.80	7,543, 20		.		.	14	7 ,543.20	7, 543.20	100,0'A.	
8" MJ 11.25 BEND	27	EA	380.19	10,265, 13		-		-	27	10,265 .13	10,265 .1 3	100 ,0 %	
6" MJ 11-25 BEND	1	EA	339.77	339.77		-		-	1	339 . 77	339,77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99	1,110.99		-		-	1	1,110.99	1,110.99	100.0%	
10 " X10" M J TEE	3	EA	1,009 .93	3,029 .79		-		-	3	3,029 .7 9	3,029 .79	100.0%	
10 ''X8" MJ T EE	1	EA	931 .47	931-47		.		-	1	931.4 7	931 .4 7	100.0%	
12 "X10" MJ RDUCER	1	EA	589.99	589 .99		-		-	1	589 . 99	589.99	100 0%	
10"X8" MJ REDUCER	3	EA	452 .01	1,356.03		-		-	3	1,3 56.03	1,356.03	100 .0%	
8"X6" MJ REDUCER	2	EA	346'.90	693 .80		-		-	2	693.80	693.80	100 .0%	
10" MJ PLUG	2	EA	273.54	547.08		-		-	2	547. 08	547 ,08	1000%	
6"X2" TAP CAP	2	EA	3 24.63	649.26		-		-	2	649.26	649 .26	100.0%	
SINGLE SHORT SERV ICES	50	EA	527.88	26,394.00		-		-	50	26,394 .00	26,394 .00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		-		-	9	5,110.47	5,110.47	100.0'l!,	
DOUB LE LONG SERVICES	25	EA	1,180.12	29,503.00		.		.	25	29,503.00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		.		.	2,960	4.884.00	4,884.00	1000%	
FLUSH, BT & TEST	2960	LF	0.50	1,48 0.00		-		.	2,960	1,480.00	1,480.00	100.0%	
COMPACTION & DENS ITIES	19	EA	2 8.70	545 .30		-		-	19	545.30	545.30	100,0%	
10" D R18 PVC	1980	LF	24.23	47 ,975.40		-		-	1 ,9 80	47,975 .40	47,975.40	100,0 %	
8" DR18 PVC	420	LF	18. 16	7 ,627.20		-		-	420	7,627.20	7 ,627.20	100,0 %	
6" DR18 PVC	360	LF	12 .71	4,575.60		-		-	360	4,575.60	4,575 60	100 ,0%	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	200	1,522.00	1, 522.00	100 0%	
LOCATE WIRE	6	LF	133.22	799.32		-		-	6	799.32	799.32	100, 0%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-		-	7	1.740.27	1,740.27	100, 0 %	
LOCA TE WIRE TESTING	2960	LF	0.50	1,480.00		-		.	2 , 9 60	1,480 .00	1,480 .00	100, 0 %	
10'' BELL RESTRAINTS	45	EA	234 .56	10,555.20		-		-	45	10,555.20	10,555.20	100.0%	
8" BELL RESTRAINTS	7	EA	149.17	1 ,0 44.19		.		-	7	1,044.19	1,044.19	100, o•k	
6'' BELL RESTRAI NTS	6	EA	93.50	561.00		-		-	6	561 OD	56 1.00	100.0%	
CONNECT TO 10" STUB-OUT FROM
PHASE 4A WI 10" MJ LP SLEE VE	
1	
EA	
1,300 ,00	
1,300.00		.		-	
1	
1,300 .00	
1,300.00	
100,0%	
1O" MJ GATE VALVE	5	EA	2,06 4.44	10, 322 .20		.		.	5	10,322.20	10,322.20	100,0%	
8" MJ GATE VALVE	2	EA	1,361.64	2,723.28		.		-	2	2,723.28	2,723.28	100.9%	
6" M J GATE VALVE	2	EA	1 ,01 2.11	2,024.22		-		.	2	2,024.22	2,02 4.22	100.0%	
2" FLU SHING HYDRAN T	1	EA	1,552 .17	1,552.17		-		.	1	1,5 5 2 .1 7	1,552.17	100,0%	
SAMPLE POINTS	2	EA	292 .67	585.34		-		.	2	585.34	585.34	100 0%	

CUSTOMER : AMELIA WALK CDD
PROJECT:  AMELIA WALK PH  4A & 4B	PERIOD FROM:	10112/19 PERIOD TO:	11 /11119	APPLICATION NO:	Fifteen (15)

BID   DATE : 1015/2018	SCHEDULE OF VALUES		

DESCRJPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	

STORE DOTY TO
DATE	

STORED
VALUE TO DATE	

INSTALL EDOTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (:,Ni 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90
BEND, 6" DR-18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

1	

EA	

4.05925	

4,059.25		

.		

.	

1	

4,059.25	

4,059 .25	

100.0%	
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	

4,219.88	

4,219.88		
-		

-	

1	

4 219.88	

4,219.88	

100.0%	
FIRE HYDRANT ASSY (W/ 1O"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS , BOLTS ,
NUTS AND WASHERS)	

5	

EA	

4 , 460 .17	

22,300.85		

-		

.	

5	

22,300.85	

22,300.85	

100.0'l'o	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-		.	13	7,004 .40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380 ,1 9	380. 19		-		.	1	380 . 19	380 ,19	1 00.0%	
6" MJ 11.25 BEND	3	EA	324,31	972.93		-		.	3	972.93	972.93	100.0%	
10 ''X8' ' MJ TEE	2	EA	931.47	1,862.94		-		-	2	1,862.94	1,862.94	100 .0 %	
10" MJ PLUG	1	EA	273.54	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200 .53	200.53		-		.	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346,90	34 6.90		.		-	1	346.90	346,90	100 .0%	
6"X2' ' TAP CAP	1	EA	240 .96	240.96		-		-	1	240 .96	240.96	100.0 %	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-		-	41	22,024 .79	22,024 .79	'1 00.0 %	
SINGLE LONG SERVICES	8	EA	561,35	4 ,4 90.80		-		-	8	4,490.80	4 ,490,80	100 .0 %	
IUUOB[ E T ONG SER ·1 t. :S	8	EA	1,181. 53	9,45 2..24		-		-	8	9,452.24	9,452.24	100 .0 'll,	
TO [ A1- JEA WA f t:K lJI STRIBU I !UN
SYSTEM				
584 ,214.67		
-				
584 ,214.67	
584,214 .67	
100 .0%	
								Less Previous Draws ...............	584,214 .67		
								Amount due this Draw. .... .... .. ..	-		

JEA 5 ANI I AK1 ;:;1:.vvc ... ;) T;:j l l:;IYI													
SURVEY & LAYOUTS	7210	LF	1.65	11,8 96.50		-		-	7 ,210	11,896.50	11, 896.50	100.0%	
SEWER TV & INSP ECTION	7210	LF	2.85	20,548 .50		-		-	7 ,210	20,548.50	20,548.50	100.0%	
COMP ACTION & D ENSITIES	728	EA	28.70	20,893.60		-		-	728	20,893 .60	20,893.60	100 .0%	
DEWATER	5432	LF	12.75	69,258.00		-		.	5.432	69,258.00	69,258 .00	100.0%	
8" SDR26 PVC (0-4)	196	LF	1 5.0 5	2,949.80		-		-	196	2,949 .80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	17.05	19,334 .70		-		.	1,134	19,334 .70	19,334 ,70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25,603.20		-		-	1,344	25 ,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		-		-	1,274	28,091.70	28,091 .70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45,454.50		-		-	1,890	45 ,454.50	45,454.50	100.0%	
8" SDR26 PVC (12-14)	924	LF	27.05	24,994.20		-		.	924	24,994.20	24,99 4,20	100.0'4	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39. 40)	2	EA	3,171 .04	6,342.08		-		-	2	6,342.08	6,342,08	100.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47 , 48.
49. 38 , 41, 42 .)	
9	
EA	
3,292.58	
29,633 .22		-		-	
9	
29 ,633 .22	
29,633 .22	
100,0%	
"A" MANHOLE (6-8} (50, 43, 45, 46, 25,
26, 27.)	
7	
EA	
3,906.31	
27,344.17		-		-	
7	
27,344.17	
27, 344.17	
10 0 ,0 %	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30 .)	4	EA	4 ,6 23.61	1=1.Mi4Hiif	13	-		-	4	18,494.44	18,494.44	100.0%	

CUSTOMER : AMELIA WALK CDC
PROJECT:  AMELIA  WALK  PH  4A & 4B	PERIOD FROM:	10/12119 PERIOD TO:	11/11/19	APPUCATION NO:	Fifteen (15)

BID DATE : 101512018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL UNIT COST
7,208 ,26	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DOTY TO DATE	

STORED VALUE TO DATE	

INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
		EA				-		-	1	7 , 208.26	7,208, 26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12. 13. 14,
15, 34, 32)	
8	
EA	
5,572.88	
44 ,583.04		-		
-	
8	
44,583.04	
44 ,583.04	

100.0%	
"8" MANHOL E (10-12) (33)	1	EA	5,777.50	5,777. 50				-	1	5 ,777. 50	5,777 .50	100.0%	
' 1 8" MANHOLE (12-14) (16, 17.)	2	EA	6,462.70	12 ,925.40				-	2	12,925.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18)	
1	
EA	
13,559.71	
13,559.71		-		-	
1	
13,559.71	
13,559 .71	
100. 0%	
57 STONE	75	TNS	57.56	4,317 .00		-		-	75	4,317.00	4,317 .00	100.0%	
PRECAS T INVERTS (INCLUDED IN
STRUCTURE PRICE)	
35	
EA	
268.89	
9,411.15		
-		
-	
35	
9,41 1.1 5	
9,411.15	

100 .0%	
6" & 8" BOOTS	111	EA	203 .43	22,580.73		.		-	111	22,580.73	22,580 .73	100 0	
MANHOLE ADJUSTMENTS	'35	EA	438 .33	15,341 .55		.		-	35	15,341.55	15,341.55	100.0%	
8" DROP BOWLS	3	EA	1,095.04	3,285 .12		-		-	3	3 , 285.12	3 ,285.12	100 .0'A,	
6" SER VICES & FITTINGS	111	EA	449 .53	49,897.83				.	111	49,897.83	49,897.83	100.0%	
SURVEY & LAYOUTS	2744	LF	1.65	4,527.60		.		-	2,744	4,527.60	4,527 .60	100.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	2,744	7 ,820 .4 0	7 ,820.40	100 .0%	
COMPAC TIO N & DENSIT IES	222	EA	28 .7 0	6,371.40		-		-	222	6 ,3 71.40	6,371.40	100,0%	
DEWATER	1792	LF	12.75	22,848.00		-		-	1 ,79 2	22,848.00	22,848.00	1000%	
8" SDR26 PVC (4-6)	952	LF	1 7.05	16 ,231.60		.		-	952	16,231.60	16,231.60	100.0'\b	
8" S D R26 PVC (6-8)	952	LF	19 .05	18 ,135 .60				.	952	18 ,135.60	18,135 .60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294 .50		-		-	490	11,294.50	11,294.50	100.0 ¾	
8" SDR26 PVC (10-12)	350	LF	25,05	8,767.50		.		-	350	8,767.50	8,767,50	1(Xl.0 %	
''A" MANHOLE (0-4) (19)	1	EA	3,171.04	3 ,171.04		.		-	1	3,171.04	3.171.04	100 .0 %	

"A" MANHOLE (4-6) (1, 2 , 3, 4, 20, 21, 22)	
7	
EA	
3,292 . 58	
23,048.0 6		-		-	
7	
23,048 .0 6	
23 ,04 8 .0 6	

100.0%	
"A" MANHOLE (6-8) (5 , 6, 7, 23 , 24)	5	EA	3,906 .31	19,53 1.55		-		-	5	1 9,531.55	19,531.55	100.0%	
"A" MANHOLE (8-10) (8, )	2	EA	4,623.61	9,247.22		-		,-	2	9,247.22	9,247.22	100 .0%	
CONNECT TO EXISTING MH (6-8) NO COR ING NEEDED, THERE WILL BE A
KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
.		
-	

1	

2,689 .17	

2,689. 17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO
CORING NEEDED. THERE WILL BE A KNOCKO U T IN MH	

1	

EA	

2 , 689.17	

2,689.17		

.		
-	

1	

2,689.17	

2,689 . 1 7	

100,0%	
57 STONE	50	TNS	57.56	2,878.00		.		-	50	2,878 . 00	2,878 .00	100,0%	
P RECAST INVERTS	15	EA	268.89	4,033.35		-		-	15	4,033 .35	4,033.35	100 .0%	
6" & 8" BOOTS	63	EA	203 .43	12 ,816.09		.		-	63	1 2,816. 09	12,816 .09	100. 0 %	
M ANHOLE ADJUSTMENTS	15	EA	438.33	6,574.95				-	15	6,574.95	6,574.95	100.0%	
lti ' :Sl::t<Vlt.;l:::Slf I- II I 1NG:S	63	EA	447 .78	28,210. 14		-		-	63	28,210 .14	28,210.14	100 ,0%	
T ANlT/IRY :St:.VVt::K
SYSTEM				
758,249 .64		.		-		
758,249.64	
758 ,249.64	
100.0%	
								Less Previous Draws ........ .......	758 ,249.64		
								Amount due this Draw .............	.		

Page 10 of 13

CUS TOMER : AME LIA WALK COD
PROJECT : AMELIA  WALK PH  4A & 4B	PERIOD FROM:	10112119 PERIOD TO:	1111119	APPLICATION NO:	Fifteen (15)

BID   DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QT Y.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL
MATERIAL   &
LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE
O TO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
J	.:.Al'II I A l ui;:;n,:; LIi" I .:,I A 1 1u rc
SYSTEM													
I::iURVEY & LAYUUTS	1	LS	2,700.00	2,700 .00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIE S	90	EA	28.70	2,583.00		-		-	90	2,583.00	2,583,00	1 00,0 %	
DEWATER	210	LF	46.33	9,729 .30		-		-	210	9, 729 . 30	9,729 .30	100,()%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151.20	1,151 .20	100.0%	
WET WELL - LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83	
46,298.83		
-		-	
1	
46,298 .83	
46,298.83	
100 .0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS	
305,800 .00	
305 ,800 .00		
-		-	
1 .00	
305 ,80 0.00	
305,800.00	
100.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820,00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1,807 .78	1,807.78	100.0%	
LIFT STA, WATER SERVICE	1	EA	1 ,238.18	1,238.18		-		-	1	1 ,238.18	1,238.18	1000%	
SURVEY & LAYOUTS	1620	Lf	1.65	2,673 .00		-		-	1 ,6 20	2,673 .00	2,673 .00	100.0%	
FL USH	1620	LF	0.75	1,215.00		.		.	1.620	1,215 .00	1,215 .00	100.0%	
COMPACTION & DENS IT IE S	11	EA	28 .70	31 5.70		-		-	11	315 .70	315.70	100.0%	
6" DR18 PVC	1600	LF	12.71	20,336 .00		-		-	1,600	20,336.00	20,336 .00	100,0 %	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		.	4	994.44	994.44	1000%	
LOCATE WIRE TESTING	1620	LF	0.80	1,296 .00		-		-	1 ,620	1,296.00	1,296.00	100,0 '1',	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561 .00	100, 0%	
8" MJ LONG SLEEVE	1	EA	602 .51	602 ,51		-		-	1	60 2.51	602.51	100, 0'k	
6'' AIR RELEASE VALVE ASSY .	1	EA	4 ,873 .03	4,873 .03		-		-	1	4,873 .03	4,873 .0 3	100,0¾	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3,5 50.17	3,550.17	100 0%	
6" MJ GATE VALVE	1	EA	1,565 .37	1,565.37		-		-	1	1,565.37	1 ,565.37	100.0%	
6" CASE (BJ CROSSING	1	EA	3,199.32	3,199 .32		-		-	1	3,199 .32	3,199 .32	1000%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1 ,938 .22	1,938.22	1000%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2,794.74	2,794-.74	100.0%	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		-		-	2	1,9 09.68	1,909.68	100 0%	
lv U N l'ot:,J..  I   I  u    t::Xl:S I IN(j tr  ::;I Ut·lUUI
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42		
-		-	
1	
1,661.42	
1,661.4 2	
100.0%	
I U I AL Jt:.A ;:iANI I /-\KY .:,cvv"t:K Lit- I
STATION SYSTEM				
428,146.77		-		-		
42 8 ,146.77	
428,146.77	
100, 0%	
								Less Previous Draws ............ ...	42 8,146.77		
								Amount due this Draw... . ... ,.....	.		
													
WATER AND SEWER AS-BUILTS													
WATER AS-BUILTS	7140	LF	1.25	8,925.00		-		.	7,140	8,925 .00	8,925.00	100.0%	
WATER AS-BUil TS	2960	LF	1.25	3,700.00		-		-	2,960	3,700 .00	3 ,700 .00	100.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-		-	7 , 210	9,012.50	9, 012..50	100 0%	
SEWER AS-BUilTS	2744	LF	1.25	3,430.00		-		.	2,744	3,430.00	3,430.00	100.0•,.	
LIFT STATION AS-BUil TS	1	LS	3,600 .00	3,600 .00		-		-	0.5	1 ,800 .00	1,800.00	50,0 %	
I1-U K (.;I:. M A IN A ::i-tl UIL1 .:,	1620	LF	1.25	2,025.00		-		-	1 ,6 20	2,025.00	2,025.00	1000%	
lt:IU IL I;:,				30,692.50		-		-		28,892.50	28,892.50		
								Less Previ ous Draws ...............	28,892.50		
								Amount due this Draw ...... ... .. ..	-		
				Page 11 of 3								

CUSTOMER : AMELIA WALK CDD
PROJECT :  AMELIA  WALK PH 4A & 48	PERIOD FROM:	10/12/19  PERIOD TO:	11/11/19	APPLICATION NO:	Fift.een (15)

BID DATE : 1015/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COS T	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTA LL ED QTY THIS PERIOD	

INSTALLE D VALUE THIS PERIOD	
QTY INSTAL LE OTO DATE	

VA LUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
IKKl\.:>A I IU rt ;:,Lccv,::.::, ANU
ELECITELEPHONE			
I										
2.5" SLEEVES	250	LF	8.00	2, 000.00		-		-	-	-	-	0 .0%	
3" SLEEVES	250	LF	9.00	2,250.00		-		-	-	-	-	0 .0%	
4" SLEEVES	500	LF	10.00	5,000 .00		-		-	250	2,500.00	2,500.00	60.0%	
1 0 SU:.l::Vl:::::i	500	EA	13.00	6,500.00		-		-	-	-	-	00%	
I U I AL IKKll.:iA I !UN .:iLt:cv't:.:i ANU
ELECITELEPHONE				
15,750.00		-		-		
2,500 .00	
2,500.00	
15.9%	
								Less Previous Draws ...............	2,500.00		
								Amount due this Draw.. .. ...... ...	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000 ,00	150,400.00		-		-	37.6	150,400 .00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	4,000.00	53,040.00		-		-	13 .26	53,040.00	53,040.00	100, 0 %	
OVER -EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS 4B	

11718	

CY	

2.40	

28,123.20		
-		
-	

1 1,718	

28,123.20	

28,123 .20	

100,0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LO TS 4B	
8963	
CY	
2.40	
21.511.20		
-		
-	
8,963	
21,511.20	
21,511 ,20	
1 00,0%	
EXCAVATE FROM POND 14 4B MOV E
DIRT TO LOT PADS 4B	
3892	
CY	
2.40	
9,340 .80		-		
-	
3,892	
9,340 .80	
9 ,340 .80	
f 00.0%	
SP REA D & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS4A	

192958	

CY	

0.60	

115,775.00		
-			

192,958	

115,775 .00	

115 ,775 .00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FR OM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7,030.80		
-		
-	

11,718	

7,030.80	

7,030.80	

100.0%	
1;:,i-'Hl::AU   & l..,UIVll'-'A(.;1  U IK  I   l"KUIVI
PHASE 4A GOING TO LOTS & PADS 4B	
12885	CY	
0.60	
7,731.00		-		
-	
12,885	
7,731.00	
7,731 00	
1000%	
I u I AL LU I uKAUI,..._,				392,952.00		-		-		392 ,952 . 00	392,952.00	100 .0!¼	
								Less Previous Draws .. .......... ...	392 ,952 .00		
								Amount due this Draw ... .. .. . .....	-		

PAYMENT AND PERFORMANCE BOND													
l(jUNU	1	LS	53,122 .00	53 ,122.00		-		-	1	53,1 22.00	53 ,122.00	100.0%	
I U IAL t'I-\TMl::.N I ANU 1-'t: K r J, "" n ""-
BOND				
53,122.00		
-		-		
53,122.00	
53,122.00		
								Less Previous Draws .. .. ... .... ....	53,122 00		
								Amount due this Draw.. .. ..... _.. .	-		

vU#I Irt::;1RLL ::;Lt:Cv<::v													
CLC:I.., I Kll..,AL													
INSTALL CONDUIT	1	LS	83,300.00	83,300.00		-		-	1.0	83 ,300.00	83 ,300.00	100.0%	
MARK UP	1	LS	8,330.00	8,330 .00				-	1.0	8,330.00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8,100 .00	8,100 .00		-		-	1	8 . 100 . 00	8,100.00	100,0 %	
MAHK UI-'	1	LS	810.00	1-'a(Bll ,j	-		-	1	810.00	810.00	100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA  WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO·	11/11/19	APPLICATION NO;	Fifteen (15)

BID  DATE : 1015/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QT Y.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL EDOTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
TOTAL				100,540.00		-		-		10 0 ,5 40.00	100,5 40.00	100,0%	
lRRluA flON--scEEVt:													
II N :::i I ALL :::i Ll::1:: \/ 1:::::i	250	LF	10 .00	2,500 .0 0		-		-	250	2,500.00	2,500 .00	100 .0%	
I U GJ(11LfR--sJ:Et:Vt:				2,500.00		-		-		2,500 .00	2,500.00		
l O TAL C0#1				1UJ,u,.u.UU		-		-		103 ,040.00	103,040. 00		
								Less Previous Draws . .......... ....	103,040.00		
								Amount due this Draw .. ...........			
C0#2 DIRT & RCP CHANGES													
IRAISE::U _,,: p.• >LL " - HIVt:.R IRl_;H
COURT	12032		
3.00	
36,096.00		-		
-	
12,032	
36,096.00	
36,0 96.00	
1000%	
[REP[ACE Kl.;1-'WffRBP t-'11-'E	1		(27 ,001.40)	(27 ,001 .40)		-		-	1	(27,001.40)	(27,001.40)	100 .0%	
24" FIRE HYDRANT EXTENSIONS	2		1 ,151.64	2,3 03.28				-	2	2.303 28	2,303.28	100 .0%	
8" SANITARY SEWER 6 -8'	-458		19.05	(8,724 .90)		-		-	(458)	(8 ,724.90)	(8 ,724. 90)	100.0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40				-	128	2,182 .40	2,182 .40	100.0%	
"A" MANHOL E 6-8'	-2		3,906.31	(7 ,8 12 .62)		-		-	(21	(7,812.62)	(7,812 .62)	1000%	
IZ t-1 BARRE[ t, t: li I IUN (::;::roJ	1		435.49	435.49		-		-	1	435.49	435.49	1 00.0%	
TOTAL COil#:2				(2 ,521 .75)		-		-		(2 ,521. 75)	(2 ,521 .75)		
								Less Previous Draws ........... ... .	(2 ,52 1.75)		
								Amount due this Draw . ........ ....
I	I	-		

TOTAL				5,696, 159.10				Total
Less 10% retainage
Amount Earned less Retalnage. Less Previous Draws
Amount due Application 14
Amount due Application 15	5,489,236.72	
									274 ,461.84	
									5,214,774.88	
									4,768 ,169.37	
									172,143.68	
		274 ,461.83	

Page 13 of 13

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	$	274,461.83 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	$	274,461.83 , 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	11TH	day of	NOVEMBER, 2019.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI

Signature:		 	

Date Executed:

State of Florida County of Baker

Subscribed and sworn before me this -

11/11/19

11TH--day of	NOVEMBER,   2019.

 	/4-	
Notary Public

My Commission Expires:
County of Residence:	Bradford

0 ,,.,_1 PuQ<-	ROBIN LYNN SMITH
 	   "'•	Commissloo#GG149986
.,-	Expi16S January 25, 2022
"  a, f\. o,<i"	Boo6od 11'nl	Nati/)' SoNka

 APPLICATION  ANO CERTIFICATE FOR PAYMENT	

TO (OWNER):
Amelia Walk Community Development District	PROJECT:	Amelia Walk, Phase 4A and 4B
Amelia concourse	APPLICATION NO:	Fourteen (14)	
475 West Town Place, Surte 114		Nassau County	PERIOD FROM:	10/12/19	
St. Augustine, FL 32092		Florlda	PER1ODTO:	11/11/19	

FROM (CONTRACTOR):	
ENG1NEER:	
McCran le & Associates	
PROJECT NO:	(11/25/19)	
EARTHWORKS OF FLORIDA, LLC
11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063		301 Centre Street, Suite 200 Fernandina Beach, FL 32034	
SUBSTANTIAL COMPLETION DATE:		
904·653-2800			CONTRACT DATE:	10/5/2018	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN
PREVIOUS MONTHS BY OWNER
TOTAL	ADDITTONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00	

2,521.75	
NUMBER	DATE APPROVED			
CO#l C0#2				
TOTALS	10 3 040.00	2 521.75	
NET CHANGE BY CHANGE ORDERS	100,518.25	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, lS ATTACHE:D

1. ORIGINAL CONTRACT SUM..............................................

2. NET CHANGE BY CHANGE ORDERS......................................

3, CONTRACT SUM TO DATE (LINE 1 &..2).... ......- .............,. .

$	5,595,640.85
$	100,518.25

$	5,696,159.10

4. TOTAL COMPLETED & STORED TO DATL .......................	5,489,236.73

S. RETAINAGE:
a. 10% OF COMPLETED WORK............... ....	548,923..67

b. 10% OF STORED MATERIAL ...................	 $	

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVlOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMl:NT SHOWN HEREIN IS NOW DUE.

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC MATTHEW MOCINI

TOTAL RETAINAGE (LINE Sa + Sb}...................................... ............

6. TOTAL EARNED LESS RETAINAGE ................................................

LESS PREVIOUS CERTIFICATES FOR PAYMENT.•. ..,,.......,....

8.CURRENT   PAYMENT  DUE..........................................................

9. BALANCE TO FINISH, PWS RETAINAGE...............................

   $	548,923.67
$	4,940,313.06
$	4,768,169 .37

$	172,143.69

STAIE OF:	FLORIDA

COUNTY OF:	BAKER

SUBSCRIBED AND SWORN TO BEFORE ME THIS 11th OF NOVEMBER, 2019

NOTARY PUBLIC:
MY COMMISSION EXPI RES:

 		;<.	

   $	755,846.04

BY:

DATE:

11/11/19

$172,143.69
Phase 4A - $121,189.16 Phase 4B - $ 50,954.53

12/26/2019

ENGINEER'S CERTIFICATE FOR PAYMENT
[N ACCORDANCE  WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLlCA TION , THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF TiiE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS
PROGRESSED AS 1NDICATED, THE QUALITY OF THE WORK IS !N ACCORDANCE wrrn THE CONTRACT DOCUMENTS, AND THE CONTRACTOR rs ENTiflED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED	$
(ATTACH EXPLANATION IF AMOUNT CERTIAED DIFFERS FROM	------
THE AMOUNT APPLIED FOR,)

 ENGINEER:		DATE:	
THTS CERTIFICATE 1S NOT NEGOTIABLE.  THE AMOUNT CERTIFIED !S  PAYABLE ONLY TO THE: COf\ffRACTOR NAMED HERBN. lSSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOUT PRSUD1CE iO ANY JHGl-frS OFll1 E OWNER AND CONTRACTOR UNDER THIS CONTRACT

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:	Fourteen  (14)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:		10/12/19
PERIOD TO	11/11/19	

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

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATI ON	
59,478.10	
58,588.10	
-		
58,588.10	
99%	
890.00	
-	
5,858.81	
CLEARING AND GRUBBING	199,733 .00	199,733.00	-		199,733.00	100%	-	-	19,973.30	

SEEDING AND MULCHING AND SOD	
229,877.57	
151,725.12	
74,686.64		
226,411.76	
98%	
3,465.81	
7,468.66	
22,641.18	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
46,939.34	
295.11		
47,234.45	
100%	
0.00	
29.51	
4,723.44	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	-		
13,188.88	
100%	-	-	
1,318.89	
STORMWATER MANAGEMENT
FACILITY CONSTRUffiON	
730,804.42	
730,804.42	
0.00		
730,804.42	
100%	
-	
0.00	
73,080.44	
ROADWAY CONSTRUCTION	1,249,525.28	1,032,161.86	38,346.86		1,070,508.72	86%	179,016.56	3,834.69	107,050.87	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	0.00	-	77,136.16	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	21,525 .00	1,285.00		22,810.00	73%	8,500.00	128.50	2,281.00	

JEA WATER DISTRJBUTION SYSTEM	
584,214.67	
582,714.67	
1 500.00		
584,214.67	
100%	-	
150.00	
58,421.47	
JEA SANITARY SEWER SYSTEM	758,249.64	739,546.23	18,703.41		758,249.64	100%	0.00	1,870.34	75 824.96	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146. 77	
423,788.77	
4,358.00		
428,146.77	
100%	-	
435.80	
42,814.68	
WATER AND SEWER AS-BUILT$	30,692.50	20,900.00	7,992. 50		28,892.50	94%	1,800.00	799.25	2,889.25	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
2,500.00	-		
2,500.00	
16%	
13,250.00	-	
250.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	39,295.20	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	-	
-	
5,312.20	

										
ORI C:iI NAL CONTRACT AMT	5,595,640.85	5,241,550.95	147,167.52	-	5,388,718.47	96.30%	206,922,j	14,716.75	538,871.85	
										
C0#1 INSTALL SLEEVES	103,040.00	56,415.00	46,625.00		103,040.00	100%	-	4,662.50	10,304.00	
C0#2 DIRT & RCP CHANGES	(2,521.75)		(2,521.75)		(2,521.75)	100%	-	(252.18)	(252.18)	

TOTAL CONTRACT	5,696,159.10	5,297,965.95 ,	191,270.77	-	5,489,236.72	96.37%	206,922.38	19,127.08	548,923.67	

CUSTOMER: AMELIA WALK CDO
PROJECT:  AMELIA  WALK  PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11111/19	APPLICATION NO:	Fourteen (14)

B10    DAT E: 10/512 018	SCH EDULE OF VALUE S		

DESC R IP TION	

QTY.	

U NIT MEASURE	

TOTAL
UNIT COST	

TOTA L MAT ERIA L & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALL ED VALUE THIS
PERIOD	

QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

'II,
COMP	
													
M-	I JUN ANU I I 1:
PREPARATION													
IMOBLIZATION	1	LS	10,000.00	10,000.00		-	-	-	1	10,000.00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50		-		-	1	15,299.50	15,299.50	100,0%	
SURVEY & LAYOUTS 4B	1	LS	11,200,00	11,200.00		-		-	1	11 ,200.00	11,200.00	100.0%	
ASBUILTS 4A	1	LS	8,900.00	8,900.00		-		-	0.9	8,010.00	8,010.00	90.0%	
ASBUILTS 4B	1	LS	5,000.00	5,000.00		-		-	1.0	5,000.00	5,000.00	100.0%	
DENSITY TE STING 4A & 4B	278	EA	28,70	7,978.60		-		-	278	7,978.60	7,978.60	100.0%	
lt" t<U (.;I U H	4	EA	275.00	1.100.00		-		-	4	1,100.00	1,100.00	100,0%	
TOTIU:llllUBlDZA"I IUl'J ANU ;:,11 E
PR EPARATION				
59,478.10		-		-		
58,588.10	
58,588.10	
98,5%	
								Less Previous Draws .. ... .. ..... .. .	58,588.10		
								Amount due this Draw..... ...... ..	-		
													
CLEAR ING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4,000.00	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 48	5.07	AC	4,000.00	20,280.00		-		-	5.07	20,280.00	20 ,280.00	100,0%	
STRIP 4A	40184	CY	1.50	60,276.00		-		-	40 ,1 84	60,276.00	60,276.00	100.0%	
ISTRIP4B	11718	CY	1.50	17,577.00		-		-	11,718	17,577.00	17,577.00	100,0%	
r u  f AL	=A ,    ...	,AND	G RUBB ING				199,73 3.00		-		-		1 99,733.00	199,733.00	100.0%	
								Less Previous Draws .. ... .... .. ....	199,733.00		
								Amoun t due this Draw... .. ...... ..	-		

::it:t:DINl.:I JI.NUlVlULCfllNu AND ;:,uu													
1::;u o  BEHIND CURB,1 67	2524	SY	2.91	7,344.84		-		-	1,333	3,879.03	3,879.03	52,8%	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04		-		-	16,944	49,307.04	49,307.04	100. 0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		-	21,136	1 1,836.16	21,136	11,836.16	11,836 .16	100,0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-	20,420	11,435.20	20.420	11,435.20	11,435.20	10D,0%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28		-	91,813	51,415.28	181,813	101,815.28	101,815 .28	100,0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,10 4.97		-		-	1,067	3,104.97	3,104.97	100,0',!,	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		.		.	8,061	4,514.16	4,514.16	100,0%	
SEED & MULCH ROW	8183	SY	0.56	4,58 2.48		-		-	8 ,183	4,582.48	4 ,582 .48	100,0%	
1;::,tcU Is. MUL(.;H LU I ti	64174	SY	0,56	35,937.44		-		-	64,1 74	35,937.44	35,937.4 4	100 ,0%	
TQTT!,;L -sEEDING7IJID	-cA INl..:i ANLJ
SOD				
229,877.57		-		
74,686.64		
226,411.76	
226,411.76	
G8,5,i,	
								Less Previous Draws .. ... .. ... ... ..	151,725.12		
								Amount due this Dra w .. ......... ..	74,686.64		
												-	

CUSTOMER : AMELIA WALK COD
PROJECT:  AMELIA  WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MA TERIAL &
LABOR COST	
STORE D QTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100 ,0%	
SILT FENCING 4B	6800	LF	1.97	13,396. 00		-		-	6,800	13,396.00	13,396.00	100 , 0 %	
IN LET PROTECT ION 4A	30	EA	'	223.61	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	13	2,906.93	2,906.93	100 .0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE 4A	
1	
EA	
2,951.1 1	
2,951.11		-	
0.1	
295.11	
1.0	
2,951.11	
2,951.11	
100 .0%	
MAIN I !:::!'! .A.. ..:!::: ur- 1.,v r -, 1 HU(.; I IUN
ENTRANCE 4B	
1	
EA	
2,951,1 1	
2,951. 11		-		-	
1	2,951.1 t	
2,951.11	
100 ,0%	
I U I AL 1:.KU.::ilUN 1•rnl U ,::11:;Ulrwn:;N I
CONTROL				
47,234.45				
295.11		
47,234.45	
47,234.45	
100.0%	
								Less Previous Draws ... .... .... ... .	46,939.34		
								Amount due this Draw.. ... ... .... .	295.11		

STORMWA TER POLLU TION
PREVENTION PLAN						-							
NPDES PERMIT 4A	1	LS	6.594.4 5	6,594 . 44				-	1	6,594 .44	6.594.44	100.0%	
l'l t' U c :S n ::K ,vjl I 'tC	1	LS	6,594 .44	6 , 594.44		-		-	1	6,594.44	6,594.44	100 .0%	
IUIAL..::il_ • .. · I CK PU L L U t IUl'I
PREVENTION PLAN				
13,188.88		-		-		
13,188.88	
13,188.88	
1000%	
								Less Previous Draws .. ... ... ... ... .	13,188.88		
								Amount due this Draw .. ...... .. ...	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 4B	

14935	

CY	

2. 40	

35,844.00		
-		
-	

14,935	

35,844.00	

35,8 44.00	

100.0%	
OVER-EXCAV ATE & BURY STRIPPING S
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	CY	
2.40	
60,597.60		-		-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	88.80	100 , 0 %	
EXCAVATE POND #1 4 I MOVE DIRT TO
PAV ED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		-	
2,803	
6.727 .20	
6,727.20	
100. 0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	CY	
2.40	
1,144.80		-		-	
477	
1,144.80	
1,144.80	
100.0%	
EXCA VATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		-		-	
1 0, 223	
24,535.20	
24 , 535.20	
100 .0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
2.40	
212,899.20		-		-	
88,708	
212,899.20	
212,899.20	
100 .0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVA TE POND #15 / MOVE DIRT TO
LOTS 4A	
62685	
CY	
2.40	
150,444.00		
-		-	
62,685	
150,444.00	
150 ,444.00	
100 .0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUC TURAL AREAS 4A	
3914	
CY	
2.40	
9,393.60		-			
3,914	
9.393.60	
9,393.60	
100.0%	

CUSTOM ER: .AM ELIA WALK C OD
P R OJEC  T: AMELIA  WALK PH 4A & 4B	PERIOD FROM.	10112/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14 )

B ID	DA TE:	1015/201 8			SCHEDU LE OF VALUES		

DESC RIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COS T	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS4A	
41566	
CY	
2.40	
99.758.40		-		-	
41,566	
99.758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL
OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5,596.80		
-		-	
2 ,332	
5,596.80	
5,596.80	
100.0%	
EXCAVATE FROM PONO 14 4B MOVE
DIRT TO NON STRUCTU RAL AREAS 4B	
2080	
CY	
2.40	
4,992.00		-		-	
2,080	
4,992.00	
4,992.00	
100 0%	
STATION BALANCE 4B	7732	CY	2.40	18,556. 80		-		-	7,732	18,556.80	18,556.80	100 ,0%	
DEWATER 4A	253156	CY	0.25	64,131.50		-		-	253,156	64,131 .50	64,131,50	100 .0%	
DEWATER4B	11718	CY	0.24	2,812.32		-		-	11 ,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT I MOVE EXCESS
DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		
-		
-	
1,082	
2,596.80	
2,596.80	
100 0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	CY	
2.4 0	
1 3 4.40		-		-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		-		-	
113	
271.20	
271.20	
100 0%	
SPREAD & COMPACT STATION
BALANCE 48	
7732	CY	
0.60	
4,639.20		-		-	
7,732	
4,639.20	
4,639.20	
100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 4B	
2050	
CY	
0.60	
1,230.00		-		-	
2,050	
1,230.00	
1,230.00	
100.0',1,	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY	
0.60	
750,60		-		-	
1,251	
750.60	
750.60	
100 , 0 %	
MACH INE DRESS NON-STRUCTURAL
48	
8061	
SY	
0.32	
2,579. 52		-		
-	
8,061	
2,579.52	
2,579.52	
100 .0%	
iM A l,; H IN I:: UKc:.:,.:, LU I ::> '+C	64174	SY	0.32	20,535,68		-		-	64,174	20,535.68	20,535.68	100.0%	
TOTAL STORMWA TER MANAGEMENT FACILITY CONSTRUCTION				

730,804.42		
-		
-		

730,804.42	

730,804.42	

100.0%	
								Less Previous Draws .... ... ........	730,804.42		
								Amount due this Draw.. ...... .. ...	0.00		
													
- ·-	1 l.Um;;, I	Ul. I IUN													
STAT/ON BAlANL;t:: 4A	11456	CY	2.40	27,494.40		-		-	11 ,456	27,494.40	27,494.40	100,0'Ai	
SPREAD & COMPAC T STATION
BALANCE4A	
11456	
CY	
0.60	
6,873.60		-		-	
11 ,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVAT IONS 4A	
17681	
CY	
0.60	
10,608.60		-		
-	
17 ,681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-	25,240	12,620.00	40,240	20,120.00	20,120.00	10D.0 %	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-	12,920	3,876.00	20,4 20	6,126.00	6,126.00	100 0%	
MACHINE DRESS NON-STRUC TURAL
4A	
21136	
SY	
0.30	
6,340. 80		-		-	
21,136	
6,340 .80	
6,340.80	
100.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10.166.40		-		-	16,944	10,166.40	10,1 66.40	100,0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-	11,813	3,543.90	181 ,813	54,543.90	54,543.90	100.0%	
REGRA DE AFTER UGE 48	16498	SY	0.50	8,249.00		-		-	16,498	8,249.00	8,249.00	100,0%	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY	0.30	2,454.90		-		-	8, 183	2.454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22.500.00	22,500.00		-			1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	96	EA	28.70	Rai§ ai) 13	-		-	96	2,755 .20	2,755.20	100.0%	

CUSTOMER: AMELIA WALK CD□
PROJECT:  AMELIA WAL K  PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO.	11/11/19	APPLICATION NO:	Fourteen (14)

BID	DATE; 10/512018			SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032.50	8,032.50	100.0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	4.30	91,658.80		-		-	21 ,316	91,658.80	91.658.80	100.0%	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	13,600	8,840.00	8,840.00	1000%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160 .00		-		-	1 3,600	127,160.00	127,160.00	100 .0%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		-	18,293	23,963.83	23,963 .83	100.0%	
SIDEWALK	1228	SY	34,65	42,550.20		-		-	800	27,720.00	27.720.00	66 .1 %	
H/C RAMPS	18	SF	345.00	6,210.00		-		-	-	-	-	0.0%	
ADA MATS	270	SF	35.46	9,574.20		-		-	-	-	-	0 0 %	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125.00	1,875.00		-	1	125.00	15	1,875.00	1,875.00	100 0%	
6" LIMEROCK (6050 TN)	18293	SY	11.03	201 ,771.79		-		-	18.293	201,771.79	201,771.79	100.0%	
PRIME	18293	SY	0.62	11,341.66		-	13,818	8,567. 16	18,293	11,341.66	11,341.66	100.0%	
1. 5" SP-9.5 ASPHALT PAVING	18293	SY	10 .14	185,491.02		-		-	4,219	42,780.66	42,780.66	23.1%	
ASPHALT CORES	35	EA	125.00	4,375.00		-		-	'IO	1,250.00	1,250.00	28.6%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00		-		-	0. 6	3,850.20	3,850.20	60.0%	
SURVEY & LAYOUT	1	LS	9,500.00	9,500.00		-	1	9,500.00	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	28.70	1,033.20		-	4	114.80	36	1,033-20	1,033.20	100.0%	
PROCTOR	2	EA	275.00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	10	EA	297. 50	2,975.00		-		-	10	2,975.00	2,975.00	100,0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	0.65	3,737 .50		-		-	5,750	3,737.50	3,737.50	100.0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	5,750	53,762.50	53,762 .50	100.0%	
FIN E GRADE BETWEE N CURBS	7780	SY	1.42	11 ,047.60		-		-	7,780	11,04 7.60	11,047.60	100.0%	
SIDEWALK	536	SY	34.65	18,572.40		-		-	536	1 8,572.40	18,572.40	100.0%	
H/C RAMPS	11	EA	345.00	3,795.00		-		-	11	3,795.00	3,795.00	100.0%	
ADA MATS	165	SF	35.46	5,850.90		-		-	165	5,850.90	5,850. 90	100.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	125.00	875.00		-		-	7	875.00	875.00	100.0%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.60		-		-	7,780	87,291.60	87,291.60	100.0%	
PRIME	7780	SY	0.62	4,823.60		-		-	7,780	4,823.60	4,823.6 0	100.0%	
1 .5" SP-9.5 ASPH ALT PAVING	7780	SY	10.41	80,989.80		-		-	7,780	80,989.80	80,989. 80	100,0%	
fASPR_l:l;L7   r.;ur<t:--S	15	EA	1 25.00	1,875.00					15	1,875.00	1,875.00	100.0%	
10	rA:[ l'IDAUvVA 'r -coNSTROc.:; I lu	ri				1 ,249,525.28		-		38 ,346.86		1,070,508.72	1 ,0 70,508.72	8&,7%	
								Less Previous Draws .. ... ... ... ....	1,032,161.86		
								Amount due this Draw .. ...... ... ..	38 ,3 46.86		

Page 4 of 13

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen [14)

rsm DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
													
::; IURM IJRAINAl;t:-SV:::; I t::M													
SURVEY & LA YOUTS	4128	LF	1.65	6,811.20		-		-	4,128	6,811.20	6,811.20	100, 0 %	
STORM TV & INSPECTION	4128	LF	2.85	11,764.80		-		-	4,128	11,764.80	11 ,764.80 ,	00.0%	
COMPACTION & DENSITIES	570	EA	28.70	16,359.00		-		-	570	16,359.00	16,359.00	100 .0 %	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-		-	2,984	38,046.00	38,046.00	tO<l.0%	
18" RCP (4-6)	256	LF	34.87	8,926.72		-		-	256	8,926.72	8,926.72	100.0%	
18" RCP (6-8)	352	LF	36.87	12,978.24		-		-	352	12,978.24	12,978.24	100.0%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
56.78	
17 ,715.36		-		-	
312	
17,715.36	
17.715.36	

100 .0%	
24" RCP (4-6)	176	LF	47.78	8,409.28		-		-	176	8,409.28	8.409,28	100,0 %	
24" RCP (6-8)	944	LF	49.78	46,992.32		-		-	944	46,992.32	46,992,32	100.0%	
24" RCP (8-10)	216	LF	52.78	11,400.48		-		-	216	11,400.48	11,400.48	100,0%	
30" RCP (6-8)	216	LF	65.14	14,070.2 4		-		-	216	14,070.24	14,070 .24	100 ,0 %	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228.00	33,228.00	100,0%	
36" RCP (6-8)	680	LF	85.07	57,847.60		-		-	680	57,847.60	57,847.60	100 ,0 %	
36" RCP (8-10)	152	LF	88.07	13,386.64		-		.	152	13,386.64	13,386.64	100.0%	
42" RCP (8-10)	424	LF	105.67	44,804.08		-		-	424	44,804.08	44,804.08	100,0%	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	49	EA	17.83	873.67		-		-	49	873.67	873.67	
100,0 %	
PIPE DIAPERS	12	RLS	189.17	2,270.04		-		-	12	2,270.04	2,270.04	100 0%	
SINGLE CURB INLET (4-6) (41, 42. 43,
51, 52,111,112,131, 151 .)	
9	
EA	
3,233.13	
29,098.17		
-		
-	
9	
29,098.17	
29,098.17	
100 0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61, 62, 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70		
.		
.	
10	
39,110.70	
39,110 .70	
100.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
5,673.40	
17,020.20		-		-	
3	
17,020.20	
17,020.20	
100,0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98	4,604.98		-		-	1	4,604 .98	4,604.98	100, 0 %	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	6,1 59.39	12,318.78		-		-	2	12 ,318 .78	12,318.78	100, 0 %	
DOUBLE CURB INLET (8-10) {141)	1	EA	6,848.16	6,848.16		-		-	1	6,848.16	6,848.16	100 . 0 %	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4,1 80.68	
4.180.68		
-		
.	
1	
4,180.68	
4,180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6)
(201)	
1	
EA	
6,655.0 2	
6,655.02		
-		-	
1	
6,655.02	
6,655.02	
100.0%	
MODIFIED "H'' INLET CTRL. STR. (8-10)
(121)	
1	
EA	
7, 664.79	
7,664.79		-		-	
1	
7,664.79	
7,66 4.79	
1000%	
STORM MANHOLE (8-10) (202)	1	EA	4,476.06	4,476.06		-		-	1	4.476.06	4,476.06	100.0"Jb	
TRI PLE 24" MES	6	EA	1,828.92	10,973.52		-		-	6	10,973.52	10,973,52	100.0%	
INVERTS	30	EA	491. 83	14,754.90		-		-	30	14,754.90	14,7 54.90	100.0%	
18" PRECAST MES (44, 53)	2	EA	7 66.18	1.53236		-		-	2	1,532.36	1,532.36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63. 103)	
7	
EA	
1,028.92	
7,202.44		-		-	
7	
7,202.44	
7,202.44	
100 ,0%	
30" PRECAST MES (1 14)	1	EA	1,589.29	1,589.29		-		-	1	1.589.29	1, 589.29	100 0%	
36" PRECAST MES (134)	1	EA	1 ,835.39	1,835.39		-		-	1	1,835.39	1 ,835.39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05	2,279.05		-		-	1	2,279 .05	2,279.05	100 ,0%	
42" MES CIP CONCRETE APRON	1	EA	2,260.00	2,260.00		-		-	1	2,260 .00	2,260.00	100.0%	
57 STONE	100	TNS	57,67	&.Z61:.0.ij <i	-		-	100	5,767.00	5,767.00	100.0%	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

'%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1.0	1,188.89	1,188.89	100,0 %	
UNDERORAIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17,461.60	100.0%	
57 STONE	300	TNS	47.67	14,301.00		-		-	300	14,301.00	14,301.00	100.0%	
FABRIC	3	RL	386.39	1,159.17		-		-	3	1 ,159 .17	1,159.17	100.0%	
6" END CAPS	52	EA	9.51	494.52		-		-	52	494.52	494.52	100 .0%	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1,560	2,574.00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446.00		-		-	1, 560	4,446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	28.70	6,486.20		-		-	226	6,486.20	6,486.20	100.0%	
DEWATER	1128	LF	12.75	14,382.00		-		-	1,128	14,382.00	14,382.00	100.0%	
15" RCP (6-8)	32	LF	28.81	921.92		-		-	32	921.92	921,92	100,0%	
18" RCP (0-4)	304	LF	32.87	9,992,48		-		-	304	9,992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36		-		-	128	4,463.36	4,463.36	100,0'¼	
18" RCP (6-8)	216	LF	36.87	7,963.92		-		-	216	7,963.92	,7 963.92	100.0%	
24" RCP (6-8)	32	LF	49.78	1,592.96		-		-	32	1,592.96	1,592.96	100.Q!X,	
30" RCP (8-10)	288	LF	68.14	19,624.32		-		-	288	19,624.32	19,624.32	100,0%	
36" RCP (6·8)	328	LF	86.07	28 ,230.96		-		-	328	2.8,230,96	28,230 .96	100.0%	
36" RCP (8·10)	232	LF	88.07	20,432.24		-		-	232	20,432.24	20 ,432. 24	100.0%	

PIPE LUBE (.011 7 PLS. PER 1' OF PIPE)	
19	
EA	
17.83	
338.77		-		
-	
19	
338.77	
338.77	
100,0%	
PIPE DIAPERS	5	RLS	189.17	945.85		.		-	5	945,85	945.85	100 .0%	

SINGLE CURB INLET (0-4) (S-1 1)	
1	
EA	
2,933.27	
2,933.27		-		-	
1	
2,933.27	
2,933.27	
100,0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
3,233.13	
12,932 .52		-		-	
4	
12,932.52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2 , S-4, S-7,
S-8, S-12)	
5	
EA	
3,91 1. 07	
19,555.35		-		
-	
5	
19,555.35	
19 ,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40	5,673.40		-		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98	4,604.98		-		-	1	4, 604.98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,1 59.39	6,159.39		-		-	1	6,159.39	6,159.39	100.0 %	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	1	4,476 .06	4,476.06	100. 0%	
INVERTS	14	EA	491.83	6,885.62		-		-	14	6,885.62	6,885.62	100, 0 %	
18" PRECAST MES	3	EA	766 .18	2,298.54		-		-	3	2,298.54	2,298 .54	100 .0%	
36" PRECAST MES	1	EA	1,835.39	1,835.39		-		-	1	1,835.39	1,835.3 9	100,0 %	
57 STONE	so	TNS	57.56	2,878.00		-		-	50	2,878.00	2,878 .00	100.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1	1 ,1 88.89	1,188.89	100.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		-		-	520	8,730.80	8,730.80	100.0%	
57 STONE	150	TNS	47.56	7,134.00		-		-	150	7.134.00	7.134.00	100.0%	
FABRIC	2	Rl	386.39	772.78		-		-	2	772.78	772.78	100,0%	
o l:NU L;Al-"ti	26	EA	9.51	247,26		-		-	26	247 .26	247.26	10D.0%	
I U I AL	I U"'M UKAINA'-:it:. <> l <> I C:M				771,361.57		-		-		771,361.57	771,361.57	100.0%	
								Less Previous Draws ..... .... ... ...	771,361.57		
								Amount due this Draw.. ......... ..	-		

BID DATE:	101512018			SCHEDULE OF VALUES		

DESCRIP TION	

QTY.	

UNIT MEASURE	

TO TAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY
INSTALLE
OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUilTS													
PAVING AS-BUil TS	1	LS	17,000.00	17,000.00		-		-	0.5	8.500.00	8,500.00	50.0%	
PAVING AS-BUil TS	1	LS	7,200.00	7,200.00		-		-	1.0	7,200.00	7,200.00	100.0%	
DRAINAGE AS-BUILTS	4128	LF	1.25	5,160.00		-	1,028	1,285.00	4,128	5,160,00	5,160.00	100,0%	
UKAINAl,; t; A::i-t:lUIL 1 ;:,	1560	LF	1.25	1,950.00		.		-	1,560	1,950.00	1,950.00	100 0%	
I U I AL 1-'AVll'I'-' ANU UKAINAu A::i·
BUILTS				
31,310.00		-		
1,285.00		
22,810.00	
22 ,810.00		
								Less Previous Draws .. .............	21,525.00		
								Amou nt due this Draw.. ... ... ... ..	1,285.00		

IJ t::.A VVA I en;	LJI;) I n. itl U I I V N	.:, T.:, 1 1::: M													
SURV Y & LAYOU I:::;	7140	LF	1.65	11,781.00		-		-	7 ,140	11,781.0 0	11,78 1.00	1 00.0%	
FLUSH, BT & TEST	7140	LF	0.50	3,570 .00		-		-	7 ,14 0	3,570.00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291.50	1,291.50	10(l.0%	
12" DR18 PVC	340	LF	31 .26	10,628.40		-		-	340	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	24.23	62,028.80		-		-	2,560	62,028.80	62,028.80	100 .0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59,564.80	59,564,80	100.0%	
6" DR18 PVC	520	LF	12.71	6,609.20		-		-	520	6,609.20	6,609.20	100.0%	
2" POLY PIPE	440	LF	7.61	3,348.40		-		-	440	3,348.40	3,348.40	1000%	
LOCATE WIRE	15	RL	133.22	1,998.30		-		-	15	1,998.30	1.998.30	100.0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-	6	1,491.66	16	3,977.76	3,977.76	100.0%	
LOCA TE WIRE TESTING	7140	LF	0.20	1,428.00		-	4,500	900 .00	7,140	1,428.00	1,428.00	100.0 %	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		-		-	6	1,620.06	1,620.06	100.0%	
10" BELL RES TRAINTS	58	EA	234.56	13,604.48		-		-	58	13,604.48	13,604.48	100 .0%	
8" BELL RESTRAINTS	75	EA	149.17	11 ,187.75		-		-	75	11,187.75	11,187.75	100.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	45	4,207.50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12 "X12" MJ LONG SLEEVE	
1	
EA	
1, 924.43	
1,924.43		-		-	
1	
1,924.43	
1,924.43	
100.0 %	
12" MJ GATE VALVE	1	EA	2,427.06	2,427.06		-		-	1	2,427.06	2,427.06	1000%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		.	8	16,515.52	16,515.52	100.0¾	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	1 3	17,701.32	17,701.32	100.0 %	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024.2.	2	2,024.22	100.0%	
2" FLUSHINGHYDRANT	2	EA	1,552.17	3,104.34		-		-	2	3,104.34	3,104.34	100.0%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	2	585.34	585.34	100.0%	
FIRE HYDRANT ASS Y 0/V/ 6''X6" MJ
TEE, 6" MJ GATE VALVE , 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, SOLTS,
NUTS & WASHERS)	

2	

EA	

4,059.25	

8,118.50		

-		

.	

2	

8,118.50	

8,11 8.50	

Hl0.0%	
FIRE HYDRANT ASSY 0/VI 8"X6 " MJ TE E, 6" MJ GATE VALVE. 6" MJ 90
BEND, 6" DR-18 PIPE, RODS, BOLTS , NUTS & WASHERS)	

10	

EA	

4,219.88	

42,198.80		

-		

-	

10	

4 2,198.80	

42,198.80	

10 0.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	10112119 PERIOD TO:	11111119	APPLICATION NO·	Fourteen (14)

BID  DATE: 10/5/201 8	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TO TAL
UNIT COST	

TO TAL MATERIAL & LABOR COST	
STORE
DOTY TO
DATE	

STORED
VALUE TO DATE	
INS TALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE O TO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY ty,/1 1O"X6" MJ TEE, 6" MJ GATE VALVE , 6" MJ-90 BEND, 6" DR-18 PIPE, ROOS, BOLTS, NUTS & WASHERS)	

4	

EA	

4 ,460.17	

17,840.68		

-		

-	

4	

17 ,840.68	

17,840.68	

100.0%	
FIRE HYDRANT ASSY (W/ 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BENO, 6" DR-18 PIPE , ROOS , BOLTS, NUTS & WASHERS)	

1	

EA	

4,616.05	

4,616.05		

-		

-	

1	

4 ,616.05	

4,616.05	

100.0%	
1O" MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582.79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	1	538.80	538.80	100 .0%	
10" MJ 11.25 BEND	14	EA	538.80	7,543.20		-		-	14	7,543.20	7,543.20	100.0%	
8" MJ 11.25 BEND	27	EA	380.19	10,265 .13		-		-	27	1 0,265.13	10,265.13	100 ,0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	1	339.77	339.77	100 ,0%	
12"X10" MJ TEE	1	EA	1,110.99	1,110.99		-		-	1	1 ,110.99	1,110.99	100.0%	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-		-	3	3, 029.79	3,029.79	100 , 0%	
10"X8" MJ TEE	1	EA	931.47	931.47		-		-	1	931.47	931.4 7	100 .0%	
12"X10" MJ RDUCER	1	EA	589.99	589,99		-		-	1	589.99	589.99	100,0 %	
10"X8" MJ REDUCER	3	EA	452.01	1,356,03		-		-	3	1 ,356.03	1,356.03	100.0%	
8"X6" MJ REDUCER	2	EA	346.90	69380		-		-	2	693.80	693.80	100 .0%	
10" MJ PLUG	2	EA	273.54	547,08		-		-	2	547.08	547.08	1000%	
6"X2'' TAP CAP	2	EA	324.63	649.26		-		-	2	649.26	649.26	100.0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-		-	50	26,394.00	26,394.00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110 .47		-		-	9	5,110.47	5,110.47	100,0%	
DOUBLE LONG SERVICES	25	EA	1,180.12	29,503.00		-		-	25	29,503.00	29,503.00	100,0%	
SURVEY & LAYOUTS	2960	LF	1.65	4.884.00		-		-	2,960	4,884.00	4,884.00	100 .0%	
FLUSH, BT & TEST	2960	LF	0.50	1.480.00		-		-	2,960	1,480.00	1,480, 00	100.0%	
COMPACTION & DENSITIES	19	EA	28.70	545.30		.		.	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	24.23	47,975.40		-		-	1,980	47,975.40	47,975.40	100,0%	
8" DR18 PVC	420	LF	18.16	7.627.20		-		-	420	7,627 .20	7,627.20	100.0%	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	360	4,575.60	4,575.60	100.0•;,,	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	200	1,522.00	1,522.00	100.0%	
LOCATE WIRE	6	LF	133 . 22	799.32		-			6	799.32	799.32	100.0%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-		-	7	1 ,740.27	1,740.27	100 .0%	
LOCATE WIRE TESTING	2960	LF	0.50	1,480.00		-		-	2,960	1,480.00	1,480.00	100. 0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-		-	45	10,555.20	10,555.20	1000%	
8" BELL RESTRAINTS	7	EA	149 .17	1,044.19		-		-	7	1,0 44.19	1,044.19	100,0%	
6'' BELL RESTRAINTS	G	EA	93.50	561,00		-		-	6	561.00	561.00	100.0%	
CONNECT TO 'I O" STUB -OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1 ,300.00		-		-	
1	
1,300.00	
1,300.00	
100,0%	
10" MJ GATE VALVE	5	EA	2,064.44	10,322.20		-		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	1,361. 64	2,72 3.28		-
.		-	2	2,723.28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	1 ,012.11	2,024 .22				-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17		-		.	1	1,552.17	1 ,5 52.17	100.0%	
SAMPLE POINTS	2	EA	292.67	585, 34		-		-	2	585.34	585.34	100,0%	

CUSTOMER: AMELIA WALK COD
PROJECT: AMELIA  WALK PH 4A & 4B	PERIOD FROM:	10/12/19   PER I O DT  O:	11111/19	APPLJCATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY
TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALU E	

%
COMP	
FIRE HYDRANT ASSY (WI 6"X6 " MJ TEE, 6" MJ GATE VALVE , 6" MJ 90 BEND, 6" DR- 18 PIPE , RODS, BOLTS.
NUTS AND WASHERS)	

1	

EA	

4,059.25	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
FI RE HYDRANT ASSY (WI 8"X6'' MJ TEE, 6" MJ GATE VALVE, 6" MJ 90
B	D, 6" DR-18 PIPE, RODS. BOLT S,
NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		

-		
-	

1	

4,219,88	

4,219.88	

100 0%	
FIRE HYDRANT ASSY (YV/ 1 O"X6" MJ TEE , 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 P IPE , RODS, BOL TS,
NUTS AND WASHERS}	

5	

EA	

4 ,460.17	

22,300.85		

-		

-	

5	

22,300.85	

22,300 .85	

100.0%	
10" MJ 11.25 BEND	13	EA	538 .80	7 ,004.4 0		-		-	13	7,004.40	7,004.40	100,0%	
8" MJ 11.25 BEND	1	EA	380 .19	380 .19		-		-	1	380.19	380.19	100.0%	
6" M,I 11.25 BEND	3	EA	324.31	972 .93		-		-	3	972.93	972.93	100.0 %	
1 O"X8" MJ TEE	2	EA	931.47	1,862.94		-		-	2	1 ,8 62.94	1,862.94	100.0%	
1 0" MJ PLUG	1	EA	273.54	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ P LU G	1	EA	200.53	200.53		-		-	1	200 .53	200 .53	100.0%	
8"X6 " MJ REDUCER	1	EA	346 .90	346.90		-			1	346 .90	346.90	100 0%	
6''X2" TAP CAP	1	EA	240.96	240.96		-		-	1	240.96	240.96	100.0'll>	
SINGLE SHORT SERVICES	41	EA	537 .19	22 ,024 .79		-		-	41	22,024.79	22,024.79	100 .0'k.	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-		-	8	4 , 4 9 0.80	4,490.80	100.0%	
1LJOU  l:!Ll::c LUNG ::it:HVl\.,t:::,	8	EA	1 ,181 . 5 3	9,452 .24		-		-	8	9.452 . 24	9,452.24	100 .0 %	
I u I AL lt:I\ VV/-'I I l::cK UI;:, 1 KltlU I IUN
SYSTEM				
584 ,214 .67		-		
2,391.66		
584 ,214 .67	
584 ,214.67	
100.0%	
								Less Previous Draws ... . ....... ,...	582,714.67		
								Amount due this Draw ....... ... ...	1,500 .00		

JC	:SAN I I A K 1 ->CVYCl'I. .:,y.:,1 CIVI													
SURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	7,210	11,896.50	11,896.50	100.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548 .50		-	2,410	6,868 50	7, 210	20,548 .50	20,548.50	100,0%	
COMPACTION & DENSITI ES	728	EA	28 .70	20,893 .60		-		-	728	20,893 .60	20,893.60	100.0%	
DEW AT ER	5432	LF	12.75	69 ,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0--4)	196	LF	15.05	2,949.80		-		-	196	2,949.80	2,949 . 80	1 00.0%	
8" SDR26 PVC (4-6)	1134	LF	17.05	19,334 .70		-		-	1 ,13 4	19 ,334 . 7 0	19,334.70	100.0%	
8" SDR26 PVC (6-8}	1344	LF	1 9.05	25,603.20		-		-	1 , 344	25,603 .20	25,603.20	100 .0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		-		-	1,274	28,091.70	28,091.70	100.0%	
8'' SDR26 PVC (1,0 12)	1890	LF	24,05	45,454.50		-		-	1,890	45,454 .50	45,454.50	100.0%	
8" SDR26 PVC {12-14)	924	LF	27.05	24,994.20		-		-	924	24.994 .20	24,994.20	100.0%	
8" SDR26 PVC (4•6} HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100,0%	
"A" MAN HOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	2	6,342.08	6,342.08	100.0 %	
"A" MANHOLE (4-6) (35, 36, 37, 47 , 48,
49, 38, 41, 42.)	
9	
EA	
3 ,292.58	
29 ,633 .22		-		-	
9	
29,633.22	
29,633.22	
100 0"/4	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27 ,)	
7	
EA	
'3,906 .31	
27 ,344.17		-		-	
7	
2 7,344.17	
27,344.17	
100.0%	
"A' ' M ANHOL E (8-10) (44, 31, 28, 29, 30.}	4	EA	4,623 .61	di•U,i 3	-		-	4	18 ,494 . 44	18 ,494,44	100.0%	

CUSTOMER: AMELIA WALK COD
PROJEC T: AMELIA  WALK PH 4A & 4B	PERiOD FROM:	10/12119 PERIOD TO:	1 1/11119	APPLICATION NO:	Fourteen (14)

BID D ATE: 10/ 5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MA NHOLE (8-1 0) {29)	

QTY.
1	

UNIT MEASURE	

TO TAL UNIT COST
7,208.26	

TOTAL MATERIA L & LABOR COST
7,208 .26	

STORE DOTY TO
DATE	

STORED VA LUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALU E INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
		EA				-		-	1	7 ,208 . 26	7,208.26	100.0%	
" A" MANHOLE (10-12) {10, 11, 12, 13, 14,
15, 34, 32)	
8	
EA	
5,572.88	
44,583 .04		
-		-	
8	
44,583.04	
44,583.04	

100.0%	
"8 " MANHOLE (10-12) (33)	1	EA	5,777.50	5,777 .50		-		-	1	5,777.50	5,777.50	100.0%	
"8" MANHO LE (12-14) (16, 17.)	2	EA	6,462.70	12,925.40		-		-	2	12,9 25.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18)	
1	
EA	
13,559.71	
13,559.7 1		
-		
-	
1	
13, 559.71	
13,559.71	

100.0 %	
'S7 STONE	75	TNS	57.56	4,317 .00		-		-	75	4,317 .00	4,317.00	100.0%	
PRECAST INVERTS (INCLUD ED IN
STRUCTURE PRICE)	
35	
EA	
268.89	
9,411.15		-		
-	
35	
9 ,411.15	
9,411.15	

100.0%	
6" & 8" BOOTS	111	EA	203.43	2,2 580 .73		-		-	111	22,580.73	22,580.73	100.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-	27	11,834 .91	35	15,341.55	15,341.55	100.0 %	
8" DRO P BOWLS	3	EA	1 ,095.04	3,285.12		-		-	3	3 ,285 .12	3,285 .12	100. 0%	
6" SERV ICES & FITTINGS	111	EA	449.53	49,897 .83		-		-	111	49,897.83	49,897 .83	100.0%	
SUR VEY & LAYOU TS	2744	LF	1.65	4,527.60		-		-	2,744	4,527 .60	4,527.60	100.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	2,744	7,820.40	7,820.40	100.0%	
COMPACTION & DENSITI ES	222	EA	28.70	6,371.40		-		-	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	12.75	22,848.00		-		.-	1,792	22,848.00	22,848.00	1 00.0%	
8" SDR26 PVC (4-6)	952	LF	17.05	16,231.60		-			952	1 6, 231.60	16,231.60	100.0%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60		-		-	952	18,135.60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		-		-	490	11 ,294.50	11,294.50	100.Q'l(,	
8" SDR26 PVC (10-12)	35 0	LF	25.05	8,767 .50		-		-	350	8 ,767 .50	8,767.50	100.0%	
"A" MAN HOL E {0-4 ) (19)	1	EA	3 ,171 .04	3,171 .04		-		-	1	3 ,171.04	3,17 1.04	100.0%	
"A" MANHO LE (4-6) (1, 2. 3, 4 , 20, 21, 22)	7	EA	3,292.58	23.048.06		
-		-	7	23 ,048 . 06	23.048.06	
100,0 %	
"A" MA NHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	3 ,906.31	19 ,531 .55		-		-	5	19,531.55	19,531.55	100.0%	
"A" MA NHOLE (8-10) (8, 9)	2	EA	4,623 .61	9,247.22		.		-	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689 .17		
-		

-	

1	

2 ,6 89.17	

2,689.17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH	

1	

EA	

2,689.17	

2,689.17		

-		

-	

1	

2,689.17	

2,689.17	

100.0%	
57 ST O NE	50	TNS	57.56	2,878 .00		-		-	50	2,878.00	2,878.00	100.0%	
PRECAST INVERTS	15	EA	268.89	4,033 .35		-		-	15	4 , 0 33 .35	4 ,033.35	100.0 %	
6" & 8" BOOTS	63	EA	203.43	12,816.09		-		-	63	1 2,816.09	12,816 .09	100.0%	
MAN HOL E ADJUSTMENTS	15	EA	438.33	6,574.95		-		-	15	6,574.95	6,574.95	100.0%	
:ti - SE R VICES &Fl l lfNG"S	63	EA	447.78	28,210.14		-		-	63	28 ,210 .1 4	28,210.14	Hl00%	
TU rAL J EAS ANTTI\R Y t:.VVC:K
SYSTEM				
758,249 ,64		-		
18,703.4 1		
758 , 249.64	
758 ,249.64	
100, 0 %	
								Less Previous Draw s .. .... .. .......	739 ,546.23		
								Amount due this Draw .. .. .... .. ...	18 ,703.41		

Page 10 of 13

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA. WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11111/19	APPLICATION NO:	Fourteen (l 4}

BID   DATE : 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL
MATERIAL &
LABOR COST	
STORE DOTY
TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTAL LED
VALUE THIS PERIOD	

QTY
INSTALLE
OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
Jt:A I l""ARY ::Sl:VYl:l<Tll"" I ::S I A I IUN
SYSTEM													
rsuRv'EY-& LAYOUTS	1	LS	2,700.00	2,700 .00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583.00	2,583.00	100 0%	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151.20	1,151 .20	1000%	
WET WELL - LIFT STATION (21.4'
DEEP)	
1	
EA	
4 6,298.83	
46,298.83		
-		-	,	
46,298.83	
46,298 .83	

100. 0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS	
305,800.00	
305,800 ,00		-	
0 .0 1	
3,058.00	
1.00	
305 ,800.00	
305,800.00	

100.0%	
CRANE/OPERATOR	10
,	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE		EA	1,238.18	1,238.18		-		-	1	1,238.18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		-		-	1,620	2,673.00	2,673.00	100.0%	
FLUSH	1620	LF	0.75	1,215.00		-		-	1,620	1,215.00	1,215.00	100 .0 %	
COMPACTION & DENSITIES	11	EA	28.70	315.70		-		-	11	315.70	315.70	100.0%	
6" DR18 PVC	1600	LF	12.71	20,336 00		-		-	1,600	20,336.00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	0,80	1,296.00		-		-	1,620	1,296.00	1,296.00	100.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03		-		-	1	4,873.03	4,873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3 ,550.17	3,550.17	100 .0%	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37		-		-	1	1,565.37	1,565.37	100.0%	
6" CASE (B) CROSSING	1	EA	3, 199 32	3,199.32		-		-	1	3,199.32	3,199.32	100 .0 %	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1,938.22	1,938.22	100. 0%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2,79 4,74	2,794.74	100.0 %	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		-		-	2	1,909.68	1,909 68	100.0%	
ICONN ECl TO l=)(ISl INb B SlUl::I-UU I
WITH A 8"X6'' MJ REDUCER	
1	
EA	
1,661.42	
1,661.42		-	
1	
1 ,66 1.42	
1	
1,661 .42	
1,661.42	
10D.0 %	
I U I AL Jl:.A ul-lNIIl-lt<"Y ;::,i=VVl:.K Lit" I
STATION SYSTEM				
428,146.77		
-		
4,719.42		
428,146.77	
428,146.77	
100.0%	
								Less Previous Draws ..... .. .. .... ..	423,788, 77		
								Amount due this Draw.............	4,358.00		
													
WATER AND SEWER AS-BUILTS													
WATER AS-BUILTS	7140	LF	1.25	8,925.00		-	4,140	5,175.00	7,140	8.925.00	8,925.00	100.0%	
WATER AS-BUILTS	2960	LF	1.25	3,700.00		-		-	2,960	3,700 .00	3,700 .00	100.0 %	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-	2,210	2,762.50	7,210	9,012 .50	9,012.50	100. 0%	
SEWER AS-BUil TS	2744	LF	1.25	3,430.00		-	44	55.00	2,744	3,430.00	3,430.00	100.0%	
LIFT STATION AS-BUILTS	1	LS	3,600.00	3,600.00		-		-	0.5	1,800.00	1,800.00	50.0%	
1-UKCI:. MAIN AS·l:3UIL rs	1620	LF	1.25	2,025.00		-		-	1,620	2,025 .00	2,025.00	100.0%	
BUTCTS				30 ,692.50		-		7,992.50		28,892.50	28,892.50		
								Less Previous Draws .. .... .. ... ....	20,900.00		
								Amount due this Draw... .... ... ...	7,992.50		
				Page 11 of 3								

CUSTOMER: AMELIA WALK COD
PROJ ECT: AM ELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

IBID  DATE: 10/5/2018	SCHEDULEOF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIA L &
LABOR COST	
STORE DOTY TO
DA TE	

STORED VALUE TO
DA TE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE O TO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED &
STORED VALUE	

%
COMP	
l l'l l'l ll:I A I IUN ,) L C C Yi:;;.:, ANU
ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		-		-	-	-	-	0 . 0 %	
3" SLEEVES	250	LF	9.00	2,250.00		-		-	-	-	-	o,o-,.	
4" SLEEVES	500	LF	10.00	5,000 .00		-		-
-	250.	2 ,500.00	2,500.00	50,0%	
ti" ::il l::l::v i::;:,	500	EA	13.00	6,500.00		-				-	-	0.0%	
I U I A L lt<l'<ll::iA I IU N :::;L t: l:: v c -'> ANU
E LEC/TELEPHONE				
15,750.00		-		-		
2, 500.00	
2,500.00	
15.9%	
								Less Previous Draws ..... ..........	2,500.00		
								Amount due this Draw .... ....... ..	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37 .6	150,400 .00	150 ,400 .00	100 , 0 %	
CLEAR AND GRUB LOTS 48	13.26	AC	4,000.00	53,040.00		-		-	13 .26	53,040.00	53,040 .00	100.0%	
OVER -EXCAVATE & BURY STRIPPINGS
I MOVE GENERATED GOOD DIRT TO PADS 48	

11718	

CY	

2.40	

28,123.20		

-		
-	

1 1,7 18	

28.123. 20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 48	
8963	
CY	
2.40	
21,51 1.20		
-			
8,963	
21,511.20	
21,511 .20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 48	
3892	
CY	
2.40	
9,340 .80		-		-	
3 , 892	
9 , 340 . 80	
9 , 340 . 80	
1000%	
SPREAD & COMPACT DIR T FROM
POND EXCAVATIONS MOVED TO LOTS & LOT PADS4A	

192958	

CY	

0.60	

115,775.00		
-			

192,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED GOOD DIRT FROM BURIAL OF
STRIPPIN GS TO LO TS & PADS 48	

11718	

CY	

0.60	

7,030.80		
-		
-	

1 1 , 7 1 8	

7,030.80	

7,030.80	

100.0 %	
f.:,t' K	U & (.;UIVW/-11., I UIK I r K U IVl
PHA SE 4A GOING TO LOTS & PADS 4B	
12885	
CY	
0.60	
7,731.00		-		-	
1 2,885	
7 ,7 31.00	
7,73 1.00	
100 .0 %	
1 U I AL LU I l>KAUINu				392,952 .00		-		-		39 2,952.00	392,952.00	100.0%	
								Less Previous Draws ...............	392,95 2.00		
								Amount due this Draw.............	-		

PAYMENT AND PERFORMANCE BOND													
l U N U	1	LS	53,122.00	53,122.00		-		-	1	53 ,122.00	53,1 22.00	100.0 %	
I U I I-IL 1-'A l lVIC:N I ANU t' t: l-<r U K M A l'l 1.,c:
BO N D				
53,12 2.00		-		-		
53,122 .00	
63,122.00		
								Less Previous Draws ... ... .... .. ...	53 ,122 .00
-		
								Amount due this Draw.. ..... .... ..			

1.,u # 1 lrt<> 1 ALL L Ct: vi::													
tLCl.I t,::ll.  A L													
I NSTALL CONDUIT	1	LS	83,300.00	83 ,300 .00		-	0. 5	41,650.00	1.0	83,300.00	83,300 .00	100.0%	
MARKUP	1	LS	8,330.00	8,330.00		-	0.5	4,16 5.00	1.0	8,330 .00	8,33 0.00	100.0%	
SURVEY/LA YOVT	1	LS	6,100 .00	6,100.00		-		-	1	8,100 .00	8 ,100 .00	100. 0%	
M A K l'I.U I-'	1	LS	810.00	..-a l'MU'I.I	I	-	1	810 .00	1	810 .00	810.00	100. 0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK PH 4A & 4B	PERIOD FROM :	10/12/19 PERIOD TO:	11111/19	APPLICATION NO:	Fourteen (14)

BID DATE; 1015/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTAL L ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
IUIAL				100,540.00		-		46,625 .00		100, 540.00	100,540.00	100.0'l!,	
IKKluAI ,u... l:>Lt:t:Vc<>													
111 -c, I ALL ;:,Lt:t:vt:;:,	250	LF	10.00	2,500.00		-		-	250	2,500.00	2,500.00	1(}00%	
I u I AL IKKluA I ,u,.. l:>Lt:t:V C<>				2,500.00		.		-		2 ,50 0.00	2,500.00		
IU   IAL  ,._U/1'1				lU.>,U'lU,00		.		46,625.00		103,040.00	103 ,040 .00		
								Less Previous Draws ...... .. .......	56 ,415 .00		
								Amount due this Draw .. ...........	46,625.00		
C0#2 DIRT & RCP CHANGES													
IK A l ;:,t: u \.,KAL.Jt:::> - KIVt:K 81RGM
COURT	
12032		
3.00	
36,096.00		-	
12,032	
36,096.00	
12,032	
36,096.00	
36, 096.00	
100.0%	
11-< t: t' LA Llt: HLll-' VVI I H ni- t-'li-t:	1		(27,001.40)	(27,001.40)		.	1	(27,001 .40)	1	(27,001.40)	(27 ,001.40)	100.0%	
24'' FIRE HYDRANT EXTENSIONS	2		1.151.64	2,303.28		.	2	2,30 3.28	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	--458		19 .05	(8,724.90)		-	(458)	(8,72 4.90)	(458)	(8,724.90)	(8,724.90)	100.0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40		-	128	2.182.40	128	2,182 .4 0	2,182.40	100,0%	
"A" MANHOLE 6-8'	2		3,906.31	(7,812.62)		.	(2)	(7,812.62)	(2)	(7,812.62)	(7,812.62)	100.0%	
1.:r- I l::!AHK t: L :::it:1., I IUN (::i-.JUJ	1		435.49	435.49		-	1	435.49	1	435.49	435.49	100,0%	
I U I AL ..,v,r,				(2,521-75)		-		( 2,521 .75)		(2,521.75)	(2,521.75)		
								Less Previous Draws .. . ........ ....			
								Amount due this Draw .............
I	I	(2,521.75)		

TOTAL				5,696,159.10				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	5,489 ,236.74	
									548 ,923.67	
									4,940,313.07	
									4,768,169 .37	
									172,143.69	

Page13of13

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	$	172,143.69 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 subcont ractors/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	$	172,143.69 , 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	11TH	day of	NOVEMBER, 2019.

Company: EARTHWORKS OF FLORlDA, LLC.
Name & Title: MATTHEW MOCINI

Signature:	    	

Date Executed:

State of Florida County of Baker

Subscribed and sworn before me this

Notary Public
My Commission Expires:
County of Residence:	Bradford

11/11/19

--11TH--day of	NOVEMBER,   2019.

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 38)

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: 35

Name of Payee: Earthworks of Florida

Amount Payable: $ 469,60425

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 oflssuance 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 Acquisjtion and Construction Fund that have not previously been paid·

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 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 :
R fficer

CONSULTING ENGINEER'S APPROVAL FOR NON-COST OF ISSUANCE REQUESTS ONLY
Cf this requisition is for a disbursement from other than Costs of Issu ance, 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 sue report s · all have been amended or modified on the date hereof.

Consulting Engineer December 26, 2019

 APPUCATION AND CERTIFICATE FOR PAYMENT	

TO(OWNER}:
Amelia Walk Community Development District
475 West Town Place, Suite 114
St. Augustine, FL 32092

FROM (CONTRACTOR): EARTHWORKS OF FLORIDA, LLC 11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063
904-653-2800

PROJECT: Amelia Walk, Phase 5
Amelia Concourse Nassau County Florida

ENGINEER: McCranie & Associates
3 South 2nd St
Fernandina Beach, FL 32034

APPLICATION NO:

PERIOD FROM:
PERIOD TO:

PROJECT NO:
SUBSTANTIAL COMPLETION DATE: CONTRACT DATE:

Three (3)

10/12/19
11/11/19
(11/25/19)

8/27/2019

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED fN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITTONS	DEDUCTIONS	
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TO TALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1.  ORIGINAL CONTRACT SUM.... ,,............,..- ..............,..s ..   ..   ..   .

2. NET CHANGE BY CHANGE ORDERS	,.

3, CONTRACT SUM TO DATE (LINE 1 & 2)............ .. .,.. .. .,... ...

$	5,549,119.04

   $	

$	5,549,119.04

4. TOTAL COMPLETED & STORED TO DATE............,... ..........	904,658.04

RETAINAGE:
a. 10% OF COMPLElED WORK... .................	90,465.80

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK. COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMENT SHOWN HEREIN IS NOW DUE.

b.  10% OF STORED MATERIAL....................	_$.	_

TOTAL RETAINAGE (UNE Sa + Sb)............................ ........-.............

TOTAL EARNED LESS RETAINAGE	,

LESS PREVIOUS CERTIFICATES FOR PAYMENT...................

8.CURRENT PAYMENT DUE..........................................................

9. BALANCE TO ANISH, PLUS RETAINAGE...............................

   $	90,465 .80 

   $	814,192.24 
   $	344,588 .00

$	469,604.24

$	4,734,.926.80

;                                                                 

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC MATTHEW MOCINI

STATE OF:	FLORlDA	COUNTY OF:	BAKER
SUBSCRIBED AND SWORN TO BEFORE ME THIS 11t h O   NOVEMB_RE_,

19,	-	'4,

ROBIN LYNNSMm-t

 BY

DATE:	11/11/19 

NOTARY PUBLIC:
MY COMMISSION EXPIRES:

/.f	.J

,	 - -	

Commission# GG 149986
Expi118S Janua,y 25, 2022
Bonded 1lwu No:iry Sertb$

$469,604.24

ENGINEER'S CERTIFICATE FOR PAYMENT

12/26/2019

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRI SI NG THE ABOVE APPU CATI ON, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

AMOUNT CERTIFIED................ ............ ... ... .......... ,	$

-'-- - - - -

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

 ENGINEER:		DATE:	
rH I S CERTIA CATE JS NOT NEGOTAI BLE.  THE AMOUNT CERTI FtEO tS PAYABLE ONLY TO THE CONTRACTOR NAMEP HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE Wffi-tOlJf PRE.JUDICE TO ANY RIGHTS OF THE OWNER AND COITTRACTOR l)NDER THIS CONTRACT,

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:	Three (3)	Project:	Amelia Walk, Phase 5
1 ,	PERIOD FROM:	10/12/19
PERIOD TO :	11/11/19	

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

10%	RETATNAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION & SITE PREPARATION	
29,151.11	
25,715.78	
(0.00)		
25,715.77	
88%	
3,435.34	
(0.00)	
2,571.58	
CLEARING & GRUBBING	304,000.00	196,000.00	108,000.00		304,000.00	100%	-	10,800.00	30,400.00	
GRASSING	236,125.19	-	-		-	0%	236,125.19	-	-	
EROSION & SEDIMENT CONTROL	32,139.74	25,065.33	-		25,065.33	78%	7,074.41	-	2,506.53	
1::. I uRMWATtR 1-'ULLU I lUN
PREVENTION PLAN	
6,594.44	
6,594 .44	
-		
6,594.44	
100%	-	-	
659.44	
1::. 1 UKMWA I t:K MGT FACILITY
CONSlRUCTION	
1,095,601.82	
78,000.00	
322,589.50		
400,589.50	
37%	
695,012.32	
32,258.95	
40,058.95	
ROADWAY CONSTRUCTION	1, 009,136.70	-	-		-	0%	1,009,136.70	-	-	
STORM DRAINAGE SYSTEM	813,164.88	-	-		-	0%	813,164.88	-	-	
PAVING AS-BUILTS	21,826.25	-	-		-	0%	21,826.25	-	-	
WATER DISTRIBUTION	471,390.91	-	-		-	0%	471,390.91	-	-	
SANITARY SEWER	645,625.38	-	-		-	0%	645,625.38	-	-	
IJEA SAN! I ARY SEWER UF I
STATION	
451,860.02	
-	
-		-	
0%	
451,860.02	
-	-	
WATER & SEWER AS-BUILTS	27,335.00	-	-		-	0%	27,335.00	-	-	
IIRRIGA I !UN SLEEvt:::, ANIJ
ELECTRICAL CONDUIT	
15,750.00	-	-		-	
0%	
15,750.00	-	
-	
LOT GRADING	337,917.60	-	91,193.00		91,193.00	27%	246,724.60	9,119.30	9,119.30	
PAYMENT & PERFORMANCE BOND	51,500.00	51,500 .00	-		51,500.00	100%	-	-	5,150.00	

										
ORIGINAL CONTRACT AMT	5,549,119.04	382,875.55	521,782.50	-	904,658.04	16.30%	4,644,461.00	52,178.25	90,465.80	
										
							-	-	-	

TOTAL CONTRACT	5,549, 119.04	382,875.55	521,782.50	-	904,658.04	16.30%	4,644,461.00	52,178.25	90,465.80	

Bid Date 07 /12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTY TO
DATE	STORED
VALUE TO DATE	INSTALLED
QTYTHIS PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED
TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
MOBILIZATION & SITE
PRFPA'-'ATION													
'" " ' ,Mu , u_ I IUN	1	LS	8,500 . 00	8 ,500 .00		-		-	0 .7	5,950,00	5 ,950.00	70.0•/4	
IS URVc. T & TUU I::,	11800	LF	1.50	17,700 .00				-	11 ,800	17,700 .00	17,700.00	100 .0%	
I1.,u N::i I Rue.;, 1uN t.N,    ""''1.,t:	1	EA	2,951.11	2,951 .11				-	0.7	2,065.78	2,065.78	70.0%	
TOTAL MOBILIZATION & SITE PREP			29 ,151.11		-		-	-	25,7 15.78	25,715 .78	83.1%	
								Less Previous Draws ...... .........	25,7 15 .7 8		
								Amount due this Draw.............	(0.00)		
CLEARING & GRUBBING													
l.,Lt::f'IK AND GRUI:!	28	AC	4 ,000.00	112 ,00 0.00		-	8	32 ,000.00	28	112,000 ,00	112,000.00	100 ,0 %	
c.;Lt:AR ANU GRUI:! LO 1;:,	4 8	AC	4,000 .00	192,000.00		-	19	76 , 000.00	48	192,000.00	192,000.00	100 .0%	
1 u I AL vL t:,.	NU ANU
GRUBBING				
304,00 0.00				
108,000.00	
-	
304,000 .00	
304,000 .00	

100 ,0¾	
								Less Previous Draws ......... ......	196,000.00		
								Amount due this Draw.......... ...	108,000 . 00		
-	II;,													
													
I-:>U IJ tlt:HINIJ 1.,UKtl ;:i	5821	SY	2 ,91	16,939 .1 1		-	-	-	-	-	-	O,D%	
1;:,u u  t'UNU l:!ANK::i	17786	SY	2.91	51,757 .26		-	-	-	-	-		00%	
;:,uu l:!A c.;K Ut' LU I ::iLOPI:::;	2846	SY	2, 9 1	8,281 .86		-	-	-	-	-	-	0.0%	
;:,t:t:U  & MULc.;H NUN·
STRUCTURAL AREAS	
27996	
SY	
0.56	
15 ,677.76		-	-	-	-	-	-	

0 .0%	
::.t:cu & MULc.;H t\UVV	26811	SY	0.56	15,0 14 .16		-	-	-	-	-	-	0.0%	
;:,t:t: U & MUL (.;H LU 1;:,	229384	SY	0. 56	128,455.04		-	-	-	-	-	-	0.0%	
TOTAL GRASSING				236 ,125.19		-		-		-	-	O il'%	
								Less Previous Draws ...... .... .....			
								Amount due this Draw... .... .. ....	-		
													
, _,	,.J (" II< i>t:UIIYlt:l'I I
CONTROL													
l::ilL I l"C.Nl.,ING	11 600	LF	1.97	22,8 52 . 00		.		-	11 ,6 00	22,852.00	22,852.00	100.0%	
IINLl::I l'KU1c1.,11uN	28	EA	223.61	6,261 .08		-		-	.	-	-	0.0%	
I" jA Kt:U I UKl:!IUI IT un ..	200	LF	7.00	1,400.00		.		-	200	1,400 .00	1,400.00	100.0%	
IUU,v.,.-;:,l t:K	2	EA	813 .33	1,626.66				-	1	813,33	813.33	50,0%	
T OTAL Et'{uSION & SEDIM ENT
CONTROL				
32 ,139.74		
-	-	-		
25,065 .33	
25 ,065 .33	
78.0%	
						.	.	Less Previous Draws .... .. ..... ....	25 ,065 . 33		
						-	-	Amount due this Draw.............	-		
													
1::. I UKM.-VP, I C.t'{ POL LU I IUN
P REVEN TION PLAN													
INPUI::::; 1-'l::t-<MI I	1	LS	6,594 .44	6,594 .44		-			1	6 ,59 4.44	6,5 9 4.44	100.0%	
								Less Pr evious Draws ....... ..... ...	6,594.44		
								Amount due this Draw.. ...........	-		

Bid Date 07/12/19	SCHEDULE OF VA LU ES		

DESCRIPT ION	
QTY.	
U/M	TOTA L UNIT
COST	
TOTAL	STORED QTY TO
DATE	STORED VALUE TO DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS PERIOD	QTY INSTALLED
TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED
& STORED VALUE	

% COMP	
IS I Ut<MWA I1::R Ml:> I FACILI I l
CONSTRUCTION													
l:S l t<IP	61129	CY	1.50	9 1,693 .50		-	41,129	61,693.50	61,129	91,693.50	91,693.50	1QO. D%	
1u v 1::R-l::XGAVA 11:: & 1::!URY STRIPP INGS / MOVE GENERATED GOOD DIRT TO
STOCKPILE	

48903	

CY	

2.40	

117,367.20		

-	

37,000	

88,800.00	

37,000	

88 ,800.00	

88 ,800 ,00	

75-7%	
lt-'UN U GU I I U t-'UNU I-ILL	844	CY	2.40	2,025.60		-	-	-	-	-	-	0.0%	
11:.X{.;AVA It: t'UNU.:, / MU Vt:
DI RT TO SITE FILLS	
5392 1	
CY	
2.40	
129,410.40		-		-	
20,000	
48,000.00	
48,000.00	
37.1	
11::.11.l,AVA It: t'UNU.:, / MUVI::
DIRT TO LOTS	
228813	
CY	
2.40	
549,151.20		-	
62,200	
149,280.00	
62,200	
149,280.00	
149,280,00	

27,2%	
lt: ,,,_(.;AV A I t: t-'UNU :> / MOVE
DIRT TO PADS	
37672	
CY	
2.40	
90,412.80		-	-	-	-		-	

0 .0%	
11::""(.;fW A It:   r-u,,;u:; I MU   Vt:
DIRT TO STOCKP ILE	
7 311	
CY	
2.40	
17,546.40		-	
-	-		
-	-	
0.0%	

DEWATER	

377464	

CY	

0.23	

86,816.72		

-	

99 ,200	

22,816.00	

99,200	

22,816.00	

22,816. 00	

28.3 i	
l:C.t-'K cA U II< l,UMt-'Al, I t-'UNU
CUT TO POND FILLS	
844	
CY	
0.60	
506.40		-		-	-	-	
-	
0.0%	
IMA \; Hlm:: UKt:::;::; t-'UNI..I
SLOPES	
17786	
SY	
0.6 0	
10,671.60		
-		-		-	-	
0 .0%	
TOTAL STORMWATER MGT FACILITY CONSTRUCTION				
1,095,601.82		
-		
322 ,589.50	
-	
400,589 .50	
400,589.50	

36.6%	
								Less Previous Draws ...............	78,000.00		
								Amount due this Draw ....... .. ....	322,589.50		
													
ROADWAY CONSTRUCTION													
l:SUK v t:1 & LAiUU I	17461	LS	1.7 5	30,556.75		-	-	-	-	-	-	0 .0%	
IMU I	1	LS	1 ,344.44	1,3 44.44		-	-	-	-	-	-	0 .0%	
IU t:N::;I 1 I 1:;:,	127	EA	23.70	3,009.90		-	-	-	-	-	-	0,0%	
1r' KU (.; I UK	2	EA	358 .00	716 .00		-	-	-		-	-	0.0-,.	
ILBR 1, :., I	36	EA	297.50	10,710.00		-	-	-	-	-	-	O.Q¾	
1 12" .:,IAl>LILAIIUN L!:!1{40
(3100 TN)	
28024	
SY	
4.33	
121,343 .92		-	-	
-	
-	
-	-	
00%	
ll:>K AUt: l,1.JKl:I r'AU	17461	LF	0.50	8,730.50		-	-	-	-	-		00%	
IMIAMI CUKl:I & GU I I 1::K	17461	LF	9,55	166,752.55		-	-	-	-	-	-	0.0%	
lt"IN t: GKAUt: tit:I 'Vt:t:N
CURBS	
24143	
SY	
1.43	
34,524.49		-	
-	-		
-	-	o.o,-	
l.:,IUt: VVALI\	1221	SY	35.41	43,235.61		-	-	-	-	-	-	0. 0%	
IH/ l, KAMI"':>	28	SF	241.67	6,766.76		-	-	-	-	.	-	0 . 0%	
!AlJA MA I ;:,	420	SF	29.75	12,495.00		.		-	-	-	-	0 . 0 %	
ll,UNl.,t<t: 1 t: l, T Ll l U l::r< \t:A 4
SET)	
17	
EA	
81.97	
1,393.49		-	-	-	-	-	-	
0 . 0 %	
16"  LIMl::	KU  l, I\ (/l:0/0 IN/	24143	SY	10.53	254 ,225.79		-	-	-	-	-		O.Oo/o	

Amelia Walk Community Development District	Amelia Walk, Phase 5

PERIOD FROM·	10/12/19	PERIOD TO:	11/11/ 19	ll' PLICATI0N NO:

Three (3)

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
aTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTY TO DATE	STORED
VALUE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED
VALUE THIS PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

% COMP	
IPK IM I::.	24143	SY	0.62	14,968.66		-	-	-	-	-	-	0.0%	
f'l.:5 ::i l-' 9:5 ASPHALl PAVING	24143	SY	10 .28	248,190.04			-	-		-		0.0%	
IASPHALl CORES	45	EA	125.00	5,625.00		-	-	-	-	-	-	0 .0%	
ISIGNAb t:: & Sl Kll-'INb	1	LS	10,672 .00	10 ,672 .00		-	-	-	-	-	-	0.0%	
·= n "" AFl t:l'I UGE	50954	SY	0 ,50	25 ,477.00		-	-	-	-	-	-	0 .0%	
IMACHINt: lJRESS NUN·
STRUCTURAL	
27996	
SY	
0.30	
8,398 .80		-	-	-	
.	-	-	
0.0%	
TOTAL ROADWAY CONSTRUCTION				1,009 ,136.70		-		-		-	-	0.0%	
								Less Previous Draws .......... ... ..			
								Amount due this Draw.. .... ...... .	-		
													
sroRM .: :!' " ::;y::,11:M													
ISURVI:l & lAYUU 1:,	5144	LF	1 .75	9,002.00		.	.	-		-	-	0 .0 %	
IDRAINAbt:: AS-BUILl::;	5144	LF	1.25	6,430.00		-	-	-	-	-	-	0.0%	
ISTO KIVI TV & IN:>l" t:l, I IU N	5144	LF	2.85	14 ,660.40		-	.	-	-	-	.	0.0%	
ICOMPAl.,TION & DENSI I 1t: :,	658	EA	28 .70	18,884 .60		-	-	-	-	-	-	0,0%	
IDEVVA I l::.K\0" UH Ul:1:1-'l:KJ	3424	LF	10.19	34,890 .56			-	-	-	-	-	0.0%	
115" KL'PT4=6J	64	LF	27.79	1,778.56		-	-	-	-	-	-	0 .0 %	
118" KL 'Pl4-oJ	216	LF	36 .30	7,840 .80		-	-	-	-	-	-	0.1)%	
118'' Kl,I-' (6= 8}	32	LF	38.30	1,225.60		-	-	-	-	-	-	0.0%	
1;, 4 KLP \U-4)	88	LF	47.86	4,211 .68		.	.	.	-	-	-	0.0%	
I L4  RCP (4 -6)	616	LF	49 .86	30,713 .76		-	-	-	-	-	-	0.0%	
WI RCP (6-8)	144	LF	51 ,86	7 ,467 .84		-	-	-	-	-	-	0.0%	
124 '""RCP1S-10)	176	LF	54.86	9,655 .36		-	-		-	-	-	0.0%	
1 30 KL	256	LF	64.13	16 ,4 17.28		-		-	-	.	-	0 .0%	
13 0	120	LF	66.13	7,935 .60		-	-	-	-	.	-	0.0%	
13U KLP (6 -8)	616	LF	68.13	41,968.08		-		-	-	-	-	0.0 %	
13b KLt' (4-6)	360	LF	87. 20	31 ,392 .00		-		-	-	-	.	0.0%	
13b RC P (6-8)	328	LF	89 .20	29 ,257 .60		-	-	-	.	-	-	0.0%	
13b RCP (8 -10)	552	LF	92 .20	50,894 .40		-	-	-	-	-	-	, 0 0%	
142	112	LF	108.94	12,201.28		-	-	-	-	-	-	0.0%	
142" KL'Pl)J-10)	344	LF	110 .94	38,16 3.36		-		-	-	.	-	0.0%	
f48"KL	72	8	LF	133.05	96,860 .40		-	-	-	-	-	-	0,0%	
l48u KLP (8-lUJ	184	LF	135.05	24,849.20			-	-	-	-	.	0.0%	
14 8 " KLP (10 -12)	208	LF	137 . 05	28 ,506.40		-	-	-	-	-	-	0 .0%	
11"11-' lc LUt:u::: (.01 17 PLS. t"t:t-1 1
OF PIPE)	
60	
EA	
37.83	
2,269.80		
-	
-	-	
-	
-		
0.0%	
w w 1c DIAPERS	18	RLS	189 .17	3,405.06		-		-	-	-	-	0.0%	
ISINGLE CUKtl INLET (4-6)
(50 ,51 , 1,10,61 ,22 )	
6	
EA	
3 , 898	
. 91	
23,393 .46		-	-	-	-	-	
-	
0 ,0 %	
ISJNG[ECUKtllNCET (6-8)
{5,6 ,27 ,3, 4 ,28 ,81)	
7	
EA	
4 ,559 .01	
31,913.07			
-	-	-	-	.	
0 .11",',	
IS Jllffil E COHtfTN[ET (8 - 1OJ
(71,1 2)	
2	
EA	
5,720 .96	
11,441 .92		
-	
-	-	-	
-	
-	
0 .0 %	
IDUUBLE t;URB INLI:: I (4,:6)
(11 ,2 ,20,21, 30 ,31,40,60)	
8	
EA	
5,489 .78	
43,918.24		-	-	-	-	-	-	
0 0%	

Amelia  Walk Community Development Distrlct	Amelia Walk. Phase 5
PERIOD FROM•	1 0/ 12/19	PERIOD TO:	11/11/19       ,PPLICATION NO·	Three (3)
Bid Date 07/12119	SCHEDULE OF VALUES		

DESCRIPTION	
QlY .	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTY TO
DATE	STORED VALUE TO DATE	INSTALLED
OTYTHIS PERIOD	INSTALLED VALUE THIS
PERIOD	QTY
INSTALLED TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
rrnmm:FCURBlNLEl (6-8)
(24,70,8,80)	
4	
EA	
6,775.23	
27.100.92		-	-	-	-	-	-	
0.011	
ID O UBLE CURB INLEl (l!-10)
{25)	
1	
EA	
9, 202.29	
9,202.29		-	-	-	
-	-	
-	
0.0%	
!STORM	IOLE (4-6) (55,:,oJ	2	EA	2,620.59	5,241.18		-		-			-	0 . 0¾	
ISTORM MANtiOLE (6-1!)
(23,35,7)	
3	
EA	
4, 841. 83	
14,525.49		-	-	-	-	-	
-	
0.011,	
::; fORM  Ol.E (8-10)
(13,14)	
2	
EA	
6,101,27	
12,202.54		-	-	-	-		-	
0.011	
t;UNIHUL::il	ilJKt: (U-4)
(OS-WET, CS-1)	
2	
EA	
3,519.66	
7,039.32		-	-	
-		-	-	
0 ,0%	
ICUN I RUL s-rm::rcTURE (4-6)
(CS--2)	
1	
EA	
5,313.96	
5,313.96		-	-	-	-	-	-	
0.0%	
IIN\/ERTS	38	EA	328.33	12,476.54		-	-	-	-	-	-	0,0%	
15 t'R l::CASl MES (S -Wt: I)	1	EA	TT9.26	n_9 2s		-	-	-		-	-	O.Oo/,	
18"PRECAS7"MES(!ll)	1	EA	779.26	77926		-	-	-	-	-	-	0 .0%	

24" PRECAST MES (90,91,57,41)	
4	
EA	
1, 051.51	
4,206.04		-	-	-	
-	
-	
-	
O.Oo/<	
l U t'Hl::CASl MES \Ltt,36,l!L)	3	EA	1,620.20	4,860,60		-	-	-	-	-	-	0.0%	
,36  1-'Rl::CASl  Mt:'S (32,62, l"L.)	3	EA	1,8 75.81	5,627.43		-	-	-	-	-		0 ,0%	
i4ll' 1-'l t-'E Mt: ::il"9",Lo)	2	EA	3,136 .10	6,272.20		-	-	-	-	-	-	0 ,0 %	
1411· c1P"APR ON1"9", l o )	2	EA	3,000.00	6,000.00		-	-	-	-	-	-	00%	

57 STONE (FOR STRUCTURES)
- -	
120	
TNS	
63.50	
7,620.00		-	-	-	-	-	-	

0,0%	
"J-IEOOSlVIA:1 t:KIAL	1	LS	1,307,78	1,307.78		-	-	-	-	-		0 .0%	
IUJ\J Ut:KUAAIN"STIJBS	1120	LF	16.91	18,939.20		-	-	-	-	-	-	0.0'¾	
151 STONE	30D	TNS	63.50	19,050.00		-	-	-	-	-	-	0 0-"/4	
! FABRIC	4	RL	425.00	1,700.00		-	-	-	-	-	-	0 .0 %	
16 END CAP::;	56	EA	24.51	1,372.56		-	-	-	-	-
-	-	0.11¾	
STORM DRAINAl.;it: ::;y::; I t:M				813,164.88		-	-	-			-	0.0%	
								Less Previous Draws ............ ...			
								Amount due this Draw......... ....	-		
IPAVINuA1l:sun:T::i													
	1746 1	LS	1.25	21,826.25		-		-	l	-	-	00%	
								L ess Previous Draws ...............			
								Amount due this Draw.............	-		
													
WATER DISTRIBUTION													
ISURVt: Y  & LAYOUTS	9380	LF	1.75	16,415.00		-	-	-	-	-	-	00%	
FLUSH, Bl & l 1::,1	9380	LF	0.50	4,690.00		-	-	-	-	-	-	0.0%	
!COMPACT ION & DENSI I 11:;:,	206	EA	28.70	5,912.20		-	-	-	-	-	-	0.0,.	
11 0' UH18 PVC	2520	LF	24.22	61,034,40		-	-	-	-	-	-	0.0%	
18' LJK"lS" 1-'VC	4800	LF	18.16	87,168,00		-	-	-	-	-	-	00%	
IE" UH"Tif t'Vt;	700	LF	12.71	8,897.00		-	-	-	-	-	-	0.0¾	
r4• UKfH 1-'Vt;	300	LF	10.38	3,114.00		-	-	-	-	-	-	0.0%	
1 2" POLY t-'11-'t::	1060	LF	7.76	8,225.60		-	-	-	-	-	-	00%	

Amelia Walk Community Deve lopment District	Amelia Walk, Phase 5
PERIOD FROM·	10112/19	PERIOD TO:	11/11/19	,PPLICATION NO:	Three (3)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCR IPTIO N	
QTY _	
U/M	TOTAL UNIT
COST	
TOTAL	
STORED QTY TO
DATE	STORED VAL UE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED VALUE THIS PERIOD	QTY
INSTALLED TO DATE	VALUE INSTALLED TO DATE	

TOTAL INSTALLED
&  STORED VALUE	

% COMP	
[[ Q0\ 1 t: W IRE	19	RL	230J8	4,384.82		-	-	-	-	-	-	Q_O,!,	
II O CA 1 t: VVlt-<cBOXES	19	24	273.61	S,198 .59		-	-	-	-	-	-	D.O'ls	
ILOCA TE vv11-<E TESTINt;	9380	LF	0 . 15	1 , 407 00		-	-	-	-	-	-	0.0%	
10" BELL Kt::'> f RAINTS	70	EA	219 . 10	15,337, 00		-	-	-	-	-	-	0_0%	
18" BELL RESl KAINTS	108	EA	139.66	15,083 28		-	-	-	-	-	-	0 . 0%	
16' BE LL Kt::::il KAINTS	16	EA	88 _7 4	1,419.84			-	-		-	-	0.0%	
W m:Ll Rl:::S-rRA!N IS	8	EA	58,04	464.32		-	-		-	-	-	O. CI%	
11,;U N Nl: L: I I U ElS I IN l.;; 1 O''
W M WI 10" MJ LONG SLEEVE	
1	
EA	
1 ,637 ,6 4	
1 ,837 .64		-		-	
-	
-	
-	
0.1)%	
ICONNt:l., T T O EXISl lNt.; !f
W/ 8" MJ LONG SLEEVE	vv1v1	
3	
EA	
1,525.89	
4,577.67		-	-	-	-	-	-	
0.0%	
10' MJ l:iA TE VA LVI::	8	EA	2,066.82	16,534,56		-	-		-	.	-	0 0%	
10 MJ GATE VAL VI::	12	EA	1,364.02	16 , 368 . 24		-	-	-	-	-	-	0.0%	
16 llilJ t.;A I I:V/1.CVE	2	EA	1,006 .17	2,012.34		.	.	-	-	.	.	D. 0'4	
ITTOSRIN(.; YORAffl	4	EA	1,710.29	6,841.16		-	-	-	.-	.	.	0 . 0%	
ISJIJv!P[ E l'UINI	6	EA	280 ,7 8	1,684 ,68		.	-	-		-		0.0o/,	
[FI K t: l'ORAN I ASSY \t> M
TEE)	
2	
EA	
3,167,34	
6,334.68		-	
.	-	-	
.	-	
0.0%	
IFli -<t: H Y'ORAN IASSY (8'11.t>
TEE)	
9	
EA	
3,373.16	
30,358 . 44		-	.	-	.	-	
-	

0.0%	
l f-l RI:: HYIJRAN I ASS, (1U 11.0
TEE)	
4	
EA	
4,501.54	
18,006.16		-	-	-	-	-		

0 ,ctll,	
11 0' M J 45 1:11::NU	8	EA	510 , 27	4,082 _16		-	.	-	.	-	-	0 ,0%	
110· MJ 1 1 . 25 1:1c: rm	8	EA	507.89	4,063.12		-		-	-	-	-	0 ,0¾	
10 MJ 11.2t> 1:11::l IJ	21	EA	36 1 . 17	7,584.57		-	-	-	-	-	-	0,0%	
lb M T 11 .2 t> tl l::NU	6	EA	308.86	1,853.16		-	-	-	-	-	-	0 ,11%	
11u- .11.1 0" MJ 11:1::	1	EA	963 .57	963,57		-	-	-	-	-	-	0 .0%	
11u" X6" MJ TEE	1	EA	845 _87	8 45 _87		-	.-	-	.-	-	.-	0.0%	
IB" X.8 MJ l 1::1::	2	EA	686,46	1.372 92		-				-		0 .0%	
18" 11.t> ' MJ TEE	1	EA	6 43.66	643.66		-	-	-	-	-	-	0.0¾	
11 u "X8" MJ 1-<1:U U L:t:K	1	EA	42 7.04	427.04		-	-	-	-	-	-	0 .0%	
18 ' A O ' M J 1-<1:UUL: l::K	2	EA	330, 2 6	66 0 , 52			-	-	-	-	-	0,0%	
l!f '.11.4 MJ Kl::uur.;ER	1	EA	319 . 56	319.56		-	-		-	-		0 ,0%	
16" x4" MJ, , .. " ·-	1	EA	287.46	287.46		-	-	-	-	-	-	0.0%	
18' MJ PLUG	1	EA	201 _02	201	. 02			-	-	-	-	-	0.0%	
lb--	T A:P L:A t'	2	EA	166 .54	333 , 08		-		-	-	-	-	0.0%	
14"X2" TA P LAI-'	2	EA	146.33	292.66		-	-	-	.	-	-	00%	
! SIN GLE S HO R ! SERv lGl::::i	121	EA	516.28	62,469.88		-	-	-	-	-	-	00%	
1 -:,IN l:i LE LO l\iu -•	10	EA	555,54	5,555.40		-			-	-	.	0 ,0¾	
IU U UH[ E LUN(; ::il::k v lL t: S	31	EA	1,165.4 4	36,128 .64		-	-	-	-	-	-	0,0%	
TOTA L WATER DI STRIBUTI	ON				471,390.91		-		-		-	-	0,0%	
								L ess Previotls Draws ... .... ...... ..			
								Amount due this Dr aw.... .........	-		

Amelia  Walk  Community Development District	Amel ia W a lk, Phase 5

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	

U/M	TOTAL UNIT
COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	
INSTALLED
QTY THIS PERIOD	
INSTALLED
VALUE THIS PERIOD	
QTY
INSTALLED TO DATE	
VALUE
INSTALLED TO DATE	
TOTAL INSTALLED & STORED VALUE	

% CO, !  P	
													
SANITARY SEWER						-	-	-	-	-	.		
ISU RV t: Y & LAYOUTS	8428	LF	1.75	14,749.00		.	.	.	-	-	.	0.0%	
I::51::Wt:K TV & iN::St't:L. I IU N	8428		2.85	24,019.80		-	-	-	-	-	-	0,0%	
ICOMPACTION & DEN:;1 11	734	EA	28.70	21,065.80		-	-	-	-	-	-	0,0%	
i!JEW71TER (6' UR Ul::l::Pl::K)	6104	LF	9,89	60,368.56		.	-	-	-	-	-	0 . 0%	
18" UK 2ti	308	LF	15,04	4,632.32		-	-	-	-	-	-	0 .0%	
lll" :;UK.Z6	2016	LF	17.04	34,352.64		-	-	-	-	-	-	0.0%	
1 8" :-iUHZti PVC (6-8)	2408	LF	19.04	45,848.32		-	.	-	-	-		0 .0%	
1 8 ' ::SUKLl:i PVC (8 - l U)	18 06	LF	22.04	39,80 4.24		-	-	-	-	-	-	0.0%	
1 8"       S   DR       26       t'V	(1u-12)	924	LF	24. 04	22,212.96		-	-	-	-	.		0 .0%	
18 SDR26 PVC (12·l4J	896	LF	27.04	24,227.84		-	-	.	-		.	0.0%	
IB :;okzo t'v'ClT4·16J	70	LF	29.04	2,032.80		-	.	-	.	-		0,0%	
l"A
(1 , 7 , 12 , 19,20,50,59	, 69)	
8	
EA	
3,2 12 . 66	
25,701 .28		
-	
.	
-	
.	-		
0.0%	
'A MA NHOLE \'¼-tl)
(2,3,4,8, 13,51 , 52,53,55 , 56 ,60 , 61)	
12	
EA	
3,608.82	
43,305.84		
-	
.	-	-	-	-	
o.o¾	
"A MANHOLE (6-8)
(5,6,9,11,54,57,62)	
7	
EA	
4,324,80	
30,273. 60		-	
.	
-	
-	
-	-	
0.0%	
"A ANHO[E (8-10)
(15,16,58,65,70)	
5	
EA	
5,184.77	
25,923.85		-	-	.	-	-	
.	
0 .0%	
"/l.	-lZ) \64,66)	2	EA	5,923 .60	11,847.20		-	-	-	-	.	.	0.0%	
1"11:	A-,;JRQ LF {l 2 -14 J \t>!,68)	2	EA	6 ,688.46	13,376.92		.	.	.	.	.	.	0 .0%	
"A MANHOLE (14-11:i) \11)	1	EA	8,143.13	8,143.13		.	.	.	-	-		0.0%	
·1:1 MANHOLE (6-8) (10,14)	2	EA	4,975.39	9,950.78		-	.	-	.	-	-	0 .0%	
1:1 M AN HO LE (8· 7UJ (11)	1	EA	5,384.77	5,384.77		-	.	-	.	-		0.0%	
..B	::f2}(oJ)	1	EA	6,023 .60	6,023 ,60		.	-		.	-	-	0 .0 %	
·i; 1VIANROIT1T2 (21,72)	2	EA	7 ,520 ,81	15 ,041. 62		.	-	.	.	-	-	0 .0%	
[[JNl::U	(14- l ti)
(18)	
1	
EA	
14 , 143 . 46	
14,143.46		
-	
-			
-	-	
0.0%	
1s 1 :;ruNt:	80	TNS	63.50	5,080 .00		-	-	.	.	-	.	0.0%	
IPK l::t; A::S I INVtK I::;	37	EA	268,89	9,948.93		-	-	-	-	-	-	0.0%	
fB"&t!" l:!UU I ::i	97	EA	203.43	19,732.7 1		-	-	-	-	-	-	0.0%	
!MANHOLE ADJUS I Mt:rHS	37	EA	43 8.33	16 ,218 . 21		.	-	-	-	-	.	0.0%	
18' DROF 1:!U V\/LS	6	EA	979 . 12	5,87 4.72		-	-	-	-	-	.	0 .0%	
16 ' :-St:KVICES & Fil l lNLi::i	193	EA	447.36	86,340.48		-	-	-	.	-	-	0,0%	
TOTAL SANITARY SEWER				645,625.38		.	-	-	-	-	-	0.0%	
								Less Previous Draws . ...... ........			
								Amount due this Dra_w     _ _ _     _ _	.		
											-		

PERIOD FROM·	10/12/19	PERIOD TO·	11/11/ 19	,PPUCATION NO	Three (3)

Amel ia Walk Community DevelopmentDistrict	Amelia Walk, Phase 5
PERIOD FROM:	10/12/19	PERIOD TO:	11/11/19     1PPLICATION NO-	Three (3)

Bid D.ile 07/12/ 19	SCHEDUL E Of VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTY TO DATE	STORED
VALUE TO DATE	INSTALLE D
QTY THIS PERIOD	INSTALLED
VALUE THIS PERIOD	QTY
INSTALLED TO DAT E	VALUE
INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
JEA SAN ITARY SEWER LIFT
STATION													
l::iUKV t: T & LAi' U U I ::i	1 260	LF	1.75	2,205.0 0		.	.		-	.	.	0.0%	
I-LUSH, Bl & 1 t:-> I
,...	I 11.JN lJt:N;:,1 I It:.:>	1 260	LF	0.50	630.0 0		-		-	-	-	-	0,0%	
I:',.	24	EA	28.70	688.80		.	-	-	-	-	-	0 . 0%	
tt, •· LJK1tl 1-'VG	1260	LF	12_71	16,014,60		-	-	-	.	.	-	O.O'll	
ILUL;A I t: VV I KC	3	RL	230_78	692.34		.	-	-	.	.	.	0.0%	
ILUL;A I t: VVIKt: tsU.l',t: ::,	3	EA	273.61	820.83		-		-	-	.	.	0.0%	
ILOCA1 t:. WIK t: I	I INl:I	1260	LF	0.75	945.00		-	-	-	-	.	-	0 ,0%	
1 6' tst: LL Kt:.-> ( RAIN I::,	15	EA	88.74	1,331.10		-	.	.	-	.	.	0,011	
tL,U NNt:L, I   I U  C:.1',· 6" f-. M. VV/0
LONG SLEEVE	
1	
EA	
1,547.29	
1,547. 29		-	.	-	.	.	-	
0 .0%	
01      IVIJ  90 tst:.NlJ	2	EA	426.56	853.12			-	-	-	.	-	0 ,0%	
16" MJ 4t> tst: rW	4	EA	414.67	1,658.6 8		-	-	.	.	-	.	0,0%	
1::iUK v t: T  &LAYUUl::i	1	LS	5,000.00	5,000. 00		-	.	-	.
.		.
.	0 .0%	
IGUMl' Av I IU N & UCN.:>1 1 l t: ::i	90	EA	28.70	2,583.00		-	.	.		.		0 .0%	
Ut:Vv" I C:K	300	LF	54.72	16.416,0 0		.		.	-	-	.	0 .0%	
/::, I U1 c:	20	TNS	63_50	1,270. 00		-	.	.	.	.	.	0.0%	
,VV C:' vvt:LL - Lit- I ::, I A I IUN	1	EA	59,853.47	59, 853.47		-	.	-	.	.	-	0 .0%	
1 Mt: V 1Ar!!'...A- ::,uts	1	LS	327,800.00	327,800.00		.	.	-	.	-	.	0 .0 %	
n . l t:/ 1., , -· :." I U K	10	HRS	1,000.00	10,000.0 0		.		-		.	.	0.0%	
I Kt:NI..H C>U A	1	EA	500.00	500,0 0		.-	-	.	.	-	-	0 .0%	
Ut-1 ;:, If\. WA I CK .:>CK v1,..;t:	1	EA	1,0 50.79	1,050.79			-	-	.	.	.	0.0%	
TOTAL JEA SANITARY SEWER LIFT STATION		451,860.0 2		.	.	.	.	.	-	0.0%	
								Less Previous Draws .. .•.. .. .......			
								Amount due this Draw.. .. .... .....	.		
										-			
WATER & SEWER AS-BUI L TS										-	.		
YVI-I I CK A.:H:IUIL I::,
- -	f'l.:>• tsUI LI ::,	9380	LF	1.25	11,725.00		.	.	.	-	.	.	0.0%	
	1260	LF	1_25	1,575,0 0		.	-	-	.		.	0.0%	
.:,c::v t:K A::.-tsUII. I::,	8428	LF	1.25	10,535.00		.	-	-	-	-	.	0 .0 %	
LW I ::, JA I IU N A;::i-tJUILI ::,	1	LS	3,50 0.00	3,500.00		-		-	-	-	.	0 .0%	
IUIALA::i UILI:>				27,335.0 0		.		.		.	.	0.0%	
								Less Previous Draws .. .............			
								Amount due this Draw. .... .. ......	-		
													
IRRIGA T ION SLEEVES AND ELECT RICAL CONDUI T													
b'	::,t;H-4Ur v1., ::.Lt: t:v <:	500	LF	13.00	6,500.00		.	.	.	.	-
-	.	0.0%	
4 ' ::,lj t1•4U r- v ::.Lt:l:vt:	500	LF	10.00	5,00 0.00		.		.	.		-	0.0%	
S ::,L,H•4U r- v ::,Lt:t:vc	250	LF	9.00	2,250.00		.		.	.	.	-	0.0%	
2.5.. ::,1.,n -40 t' VL, Ll: t:.VI:-	250	LF	8.00	2,000.00		-	-	-	-	-	-	0,0 %	
TOTAL I RRIGATION SLEEVES ANO ELECTRICAL		15,750.00		.	.	.	-	-	-	0.0%	
								Less Pr evious Draws ..•. . . .... . ....			
								Amount due this Draw ..... ....... .	.		

1

Amelia Walk Community Deve lopment District	Amelia Walk, Phase 5

Bid Date 07112/19	SCHEDULE OF VALUES		

DESCRIP TION	

QTY.	

UIM	TOTAL UNIT
COST	

TOTAL	
STORED
OTYTO DATE	
STORED VALUE TO
DATE	
INSTALLED QTY THIS
PERIOD	
INSTALLED VALUE THIS
PERIOD	
QTY
INSTALLED TO DATE	VALUE INSTALLED TO DATE	

TOTAL INSTALLED
& STORED VALUE	

%COMP	
												
LOT GRADING													
IDENSI I'/ l t:.::.TING	193	EA	28.70	5,539 .10		-	-	-	-	.	.	0.11'1\	
t' ROC l OR	2	EA	275 .00	550 .00		-	1	2 75.00	1	275.00	275.00	50,0%	

STA TION BA LANCE	

9666	

CY	

2.40	

23,198 .40		
-	

9,666	

23,198 .40	

9 ,666	

23 ,198.40	

23,198 . 40	

100.0%	

SPREAD & COMPACT STATION BALANCE	

9666	

CY	

0.60	

5,799 .60		

-	

9,666	

5,799.60	

9,666	

5,799 . 60		

100.0%	
											5 ,799	.60		
I::.t' REA O & COMPACl 1-'QNU
CUT TO SITE FILLS	
53921	
CY	
0.60	
32,352 ,60		-	
-	-	-	-	.	

0,0%	
& \;UMPACI l"UND
CUT TO LOTS	
228813	
CY	
0.60	
137,287 .80			
66,20 0	
39,720 .00	
66,200	
39,720 .00	
39.72000	
289%	
, w ,- ,w &COMPA"C I l"UND
CUTTO LOT PADS	
37672	
CY	
0.60	
22,603 . 20		-	-	-	-	-	
.	

0 . 0 ¼	
1t'USH S l OCKPILI::	56214	SY	0.60	33,728.40		-	3 7,000	22,200.00	37,000	22,200.00	22,200.00	65,e¼	
fM HINI:: Ut<t:55"RTGRt OF
WAY	
26811	
SY	
0.30	
8,043 .30		-	-	.	.	-	.	
0,0%	
,IVlA -.;H1N t: D t'i t: ::.::. LO I 5
::o A	-	229384	SY	0.30	68 ,815 . 20		-	-	-	.	-	.	0 ,0%	
'TOTAL LO]				337 ,917.60		-	-	91,193.00	-	91 ,1 93 .00	91,193 .00	27.0%	
								Less Previous Draws .. .. ....... ....			
.,.y,.,c, 1 &    ,u	'""A,._;C								Amount due this Draw.............	91,193 .00		

BOND													
11:SUNU	1	LS	51 ,500.00	51 ,500 , 00		.		.	1	5 1,500 .00	51,500.00	100.0%	
								Less Previous Draws ...............	51,500.00		
								Amount due tllis Draw.. ..... ... ...	-		

TOTAL				5,549,119.04				Total
Less 10% retainage
Amount Earned less Ret.alnage Less Previous Draws
A.mount due this Draw	904 ,658 .05	
									90.465 ,80	
									814,192.24	
									344,588 .00	
									469,60 4.25	

PERIOD FROM·	10/12/19	PERIOD TO :	11/11119	,PPUCATION NO·	Th ree (3)

CONDITIONAL PARTIAL WAIVER OF UEN 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 5

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	$	469,604.24 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	$	469,604.24 , 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	11TH	day of NOVEMBER, 2019.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI

Signatu_r_e:    -	-	-	-	..		_

Date Executed:	11/11/19

State of Florida County of Baker

Subscribed and sworn before me this	11TH	day of	NOVEMBER, 2019.

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 Supple mental Trust Indenture, dated as of December l, 2018 (the "Indenture"), (all capitalized tenns used herein shall have the meaning ascribed to such term in the Indent ure):

Requisition Number: 36

Name of Payee: Mccranie & Associates 30 I Centre St.. Suite 200
Fernandina Beach, Fl. 32034

Amount Payable: $ 32,400

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 oflssuance, if applicable):

See attached invoice,

Fund or Account from which disbursement to be made:

_K_ Series 2018A Acquisition and Construction Account Series 2018A Costs of Issuance Account
The undersigned hereby certifies that:

l.	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;

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 li en, 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 property acquired or the services rendered with respect to which disbursement is hereby requested.

AMELIA WALK COM MUNITY 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 re art shall ve been amended or modified on the date hereof.

December  26, 2019

DATE	INVOICE #	
7/23/2019	3565	

Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk Construction coordination

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	7/23/2019	Amelia Walk Phase 4		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services
Plat coordination - AW VentureII Hourly Services
Plat coordination, discussions with County, Liam, Rob - AW VentureII	2

6	150.00

150.00	300.00

900.00	
	Total	$1,200.00	

DATE	INVOICE #	
8/23/2019	3579	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk Construction coordination

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	8/23/2019	Amelia Walk Phase 4		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services
Coordination of Phase 4a and 4b plats Hourly Services
4B plat
Hourly Services Plat coordination Hourly Services
Coordination with Rob / Delivery of Plat	3

2

2

3	150.00

150.00

150.00

150.00	450.00

300.00

300.00

450.00	
	Total	$1,500.00	

DATE	INVOICE #	
9/24/2019	3593	

3 South 2nd Street
Fernandina Beach, Fl. 32034

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB	NUMBER	
		Due on receipt	9/24/2019	Amelia	Walk	Phase 5		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
Hourly Services	4	150.00	600.00	
Cadd changes for AWPH5				
Hourly Services	2	150.00	300.00	
Cadd changes for AWPH5				
	Total	
$2,700.00	

DATE	INVOICE #	
9/24/2019	3594	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk Construction coordination

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB	NUMBER	
		Due on receipt	9/24/2019	Amelia	Walk	Phase 4		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services	2	150.00	300.00	
Site meeting				
Hourly Services - review as-builts	2	150.00	300.00	
Hourly Services - respond to contractors questions	2	150.00	300.00	
Hourly Services	2	150.00	300.00	
Site meeting				
Hourly Services	2	150.00	300.00	
meeting				
Hourly Services - minor modifications to plans, coordinate with	2	150.00	300.00	
contractor				
Hourly Services	1	150.00	150.00	
meeting				
Hourly Services - review of water and sewer as-builts and pressure	3	150.00	450.00	
tests				
Hourly Services - review of storm sewer video	1	150.00	150.00	
	Total	
$2,550.00	

DATE	INVOICE #	
9/24/2019	3597	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD
c/o Dave DeNagy, GMS
475 West Town Place, Suite 114
St. Augustine, Florida 32092

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB	NUMBER	
		Net 30	10/24/2019	Amelia	Walk	CDD		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services	2	150.00	300.00	
Send out requisitions				
Hourly Services	5	150.00	750.00	
emails from trustee, verify funds remaining in account, meeting with				
Greenpointe on Phase 5 schedule				
Hourly Services	6	150.00	900.00	
Review of Phase 5 plans, re-design of stormwater system				
Hourly Services - re-design Phase 5, coordinate with Greenpointr	8	150.00	1,200.00	
Hourly Services	8	150.00	1,200.00	
Re-design of Phase 5. Review new conservation easement line.				
Modify inlets and phase plan set.				
Hourly Services	8	150.00	1,200.00	
Re-design of Phase 5. Review new conservation easement line.				
Modify inlets and phase plan set.				
Hourly Services	2	150.00	300.00	
requisitions				
Hourly Services	3	150.00	450.00	
re-grade culs-de-sac - Phase 4B				
	Total	
$6,300.00	

DATE	INVOICE #	
10/27/2019	3604	

3 South 2nd Street
Fernandina Beach, Fl. 32034

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	10/27/2019	Amelia Walk Phase 5		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services
JEA meeting and drive time Hourly Services
Phase 5 meeting with drive time
Hourly Services - Revise County plan set - Phase 5,based upon Liam's comments
Hourly Services - revise vegetative natural buffer and calculations, based upon Liam's comments
Hourly Services - Revise FDP to match revised county set.	3

3

16

16

12	150.00

150.00

150.00

150.00

150.00	450.00

450.00

2,400.00

2,400.00

1,800.00	
	Total	$7,500.00	

DATE	INVOICE #	
10/27/2019	3606	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD
c/o Dave DeNagy, GMS
475 West Town Place, Suite 114
St. Augustine, Florida 32092

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Net 30	11/26/2019	Amelia Walk CDD		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services Requisitions Hourly Services
Construction coordination meeting - Phase 4b 10/1/19 and 10/2/19 (Brett)	2

4	150.00

150.00	300.00

600.00	
	Total	$900.00	

DATE	INVOICE #	
11/29/2019	3615	

3 South 2nd Street
Fernandina Beach, Fl. 32034

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD

BILL TO

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Due on receipt	11/29/2019	Amelia Walk Phase 5		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services Hourly Services Hourly Services Hourly Services Hourly Services
As-built to Matt. E-mails. Hourly Services
Coordination with Liam and Gregg. Hourly Services
Pre-con package	4
4
4
4
2

1

2	150.00
150.00
150.00
150.00
150.00

150.00

150.00	600.00
600.00
600.00
600.00
300.00

150.00

300.00	
	Total	$3,150.00	

DATE	INVOICE #	
11/29/2019	3616	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk Construction coordination

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB	NUMBER	
		Due on receipt	11/29/2019	Amelia	Walk	Phase 4		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services	2	150.00	300.00	
Hourly Services	2	150.00	300.00	
Hourly Services	4	150.00	600.00	
video review and letters to nassau county. Work with JEA for				
COCs.				
Hourly Services	4	150.00	600.00	
Hourly Services	2	150.00	300.00	
Coordination with DEP/JEA				
Hourly Services	3	150.00	450.00	
Coordination with DEP. Call to DEP. E-mails with JEA. Call to				
JEA.				
Hourly Services	4	150.00	600.00	
Correspondence with JEA and DEP. Forms, phone calls, e-mails.				
Hourly Services	2	150.00	300.00	
COC online submittal with DEP				
Hourly Services	3	150.00	450.00	
COC resubmittal with DEP for WW. E-mails and calls with				
Earthworks, AW Ventures II.				
Hourly Services	3	150.00	450.00	
Finalizing COC with DEP. FC package for JEA.				
Hourly Services	3	150.00	450.00	
Lift Station start up/travel				
Hourly Services	1	150.00	150.00	
E-mails/Calls with GP andJEA. Final package sent.				
Hourly Services	1	150.00	150.00	
E-mails/Calls				
Hourly Services	2	150.00	300.00	
Plat comments				
	Total	
$5,400.00	

DATE	INVOICE #	
11/29/2019	3618	

3 South 2nd Street
Fernandina Beach, Fl. 32034

BILL TO

E-mail	dan@mccranie-engineers.com

Amelia Walk CDD
c/o Dave DeNagy, GMS
475 West Town Place, Suite 114
St. Augustine, Florida 32092

	P.O. NO.	TERMS	DUE DATE	PROJECT	JOB NUMBER	
		Net 30	12/29/2019	Amelia Walk CDD		
DESCRIPTION	Quantity	Rate	Total	
Hourly Services
Requisitions 29-32, 54, 59 & spreadsheet Hourly Services
County final acceptance package coordination. Second request to Earthworks for proposal for cul-de-sac
Hourly Services
Coordination of closeout package for phase 4B	2

3

3	150.00

150.00

150.00	300.00

450.00

450.00	
	Total	$1,200.00	

REQUISITION

AMELIA WALK COMMUNITY DEVELOPEMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2018 (ASSESSMENT AREA 38)

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 I , 2006 as supplemented by a Six1h Supplemental Trust Indenture, dated as of December 1, 2018 (the ''Indenture''), (all capitalized tenns use<l herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number: 37

Name of Payee: Hopping Green & Sams

Amount Payable:$ 391

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 djsbursement to be made:

_x 	Series 2018A Acquisition and Construction Account Series 2018A Costs oflssuance Account
The undersigned hereby certifies that:

I .	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;

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

each clisbursement 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 c1aim 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 property acquired or the services rendered with respect to which disbursement is 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 ConsuJting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (j) 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.	,,.-- ,
 	,,/

;

/_,.

/

r

/	
Loult ing Engineer December 26, 2019

Attorneys and Counselors

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

=================================	STATEMENT =================================

October 31, 2019
Amelia Walk Community Development District	Bill Number 110895

c/o GMS, LLC
475 West Town Place, Suite 114 St. Augustine, FL 32092

Billed through 09/30/2019

Phase 4B & 5 Construction AWCDD	00117	JMW

FOR PROFESSIONAL SERVICES RENDERED
09/16/19	JMW	Confer with staff regarding funds remaining and outstanding invoices; review indenture and financing provisions; confer with McCrannie regarding requisitions; research project scope issues.

1.20 hrs

09/27/19		JMW	Confer with Kern and McCrannie; prepare draft NTP for Phase 5 contract.		0.50 hrs Total fees for this matter	$391.00

MATTER SUMMARY

Walters, Jason M.	1.70 hrs

230

/hr

$391.00

TOTAL FEES	$391.00
----------------
TOTAL CHARGES FOR THIS MATTER	$391.00

BILLING SUMMARY

Walters, Jason M.	1.70 hrs	230

/hr

$391.00

TOTAL FEES	$391.00
----------------
TOTAL CHARGES FOR THIS BILL	$391.00

Please include the bill number on your check.

REOillSITION

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 Inden ture, dated as of December 1, 2018 (th.e "Indenture"), (all capitalized tenns used herein shall have the meaning ascribed to such term jn the Indenture):

Requjsition Num ber: 38

Name of Payee: Earthworks of Florida

Amount Payable: $ 1,070,682.79

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 [ssuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

_K_ 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

D	this requisit ion 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;

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 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: 	-	-	-	

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 January 20, 2020

 APPLICATION  AND CERTIFICATE  FOR PAYMENT	

TO(OWNER):
Amelia Walk Community Development District
475 West Town Place, Suite 114	PROJECT:	Amelia Walk, Phase S
Amelia Concourse
Nassau County	APPLICATION NO:

PERIOD FROM:	Four (4)

il/12/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	12/11/19	

FROM (CONTRACTOR):	
ENGINEER:	
Mccranie & Associates	
PROJECT NO:	(12/25/19)	
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121		Fernandina Beach, FL 32034	SUBSfANTIAL COMPLETION DATE:		
MACCLENNY,FLORIDA 32063					
904-653-2800			CONTRACT DATE:	8/27/2019	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

1. ORIGINAL CONlRACT SUM................................................

2. NET CHANGE BY CHANGE ORDERS......................................

3. CONTRACT SUM TO DATE (LINE 1 & 2)...........................

$	5,549,119.04

   $	

$	5,549,119.04

4. TOTAL COMPLETED & STORED TO DATE..........................	1,724,627.82

RETAINAGE;
a.  10% OF COMPLETED WORK...................	172,462.78.

b. 10% OF STORED MATERIAL....................	_$'------

TOTAL RETAINAGE (LINE Sa+ Sb).................................................	 $	172,462.78 
THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE
CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK	
6. TOTAL EARNED LESS RETAINAGE ................................................	$	1,552,165.04	
COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL	
7. LESS PREVIOUS CERTIFICATES FOR PAYMENT...................	$	814,192.24	
AMOUNTS HAVE BEEN PAID BY THE CONlRACTOR FOR WORK FOR
WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND	
a.CURRENT PAYMENT DUE..........................................................	
$	737,972.80	
PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT
PAYMENT SHOWN HEREIN IS NOW DUE.	
9. BALANCE TO FINISH, PLUS RETAINAGE...............................	
$	3,996,954.00	

12/11/19

STATE OF:	FLORIDA	COUNTY OF:	BAKER
SUBSCRIBED AND SWORN TO BEFORE ME THIS 11th OF DECEMBER 201 :!"!.

;;4°

NOTARY PUBUC:	 		71(_ ·		•.	*
MY COMMISSION EXPIRES:	 >...
- OFP.

ROBIN LYNN SMITH
Commission# GG 149986
&J!i1186 JaRliary 25, 2022
Bended llllV Budget Nalary s«vk:8S

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONlRACTOR IS ENTITLED TO PAYMENT OF 11--lE AMOUNT CERTIFIED

AMOUNT CERTIFIED ......•...,.............................................$..._ $ 737,972.8_0

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)
1/20/20
 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABLE. THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOlJf PREJUDICE TO /WY RIGHTS OF THE OWNER AND COIIITRACTOR UNDER THIS CONTRACT.

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	Macdenny, Florida 32063
APPLICATION NUMBER :	Four {4)	Project:	Amelia Walk, Phase 5
PERIOD FROM:	11/ 12/19
PERIOD TO :	12/11/19	

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

10%	RETAINAGE
TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS
PERIOD							
										
MOBILIZATION & SITE PREPARATION	
29,151.11	
25,715.78	
3,435.33		
29,151.11	
100%	-	
343.53	
2,915.11	
CLEARI NG & GRUBBING	304,000.00	304,000.00	-		304,000.00	100%	-	-	30,400 .00	
GRASSING	236,125.19	-	-		-	0%	236,125.19	-	-	
EROSION & SEDIMENT CONTROL	32,139 .74	25,065.33	813.33		25,878.66	81%	6 261.08	81.33	2,587.87	
IS fORMWATER POLW 11 U N
PREVENTIONPLAN	
6,594 .44	
6 594.44	-		
6,594.44	
100%	-	
-	
659.44	
1::, I VKl''lvvA I t K 1v11.:, I FAcI L1 I T
CONSTRUCTION	
1,095,601.82	
400,589.50	
485,426.40		
886,015.90	
81%	
209,585.92	
48,542.64	
88,601.59	
ROADWAY CONSTRUCTION	1,009,136.70	-	-		-	0%	1,009,136.70	-	-	
STORM DRAINAGE SYSTEM	813,164.8 8	-	-		-	0%	813,164.88	-	-	
PAVING AS-BUILTS	21,826.25	-	-		-	0%	21,826.25	-	-	
WATER DISTRIBUTION	471,390.91	-	-		-	0%	471,390.91	-	-	
SANIT ARY SEWER	645,625.38	-	114,37 1. 04		114,371.04	18%	531,254.34	11,437.10	11,437.10	
JtA SAl'lll AKT ::.t:Wt:K Uri
STATI ON	
451,860 .02	-	
93,12 2.47		
93,122.47	
21%	
358,737.55	
9,312.25	
9,312.25	
WATER & SEWER AS-BUILTS	27,335.00	-	-		-	0%	27,335.00	-	-	
!IRRIGATION SLEEVES ANU
ELECTRICAL CONDUIT	
15,75 0.00	-	-		
-	
0%	
15,750.00	
-	-	
LOT GRADING	337,917.60	91,193.00	122,801.20		213,994.20	63%	123,923.40	12,280.12	21,399.42	
PAYMENT & PERFORMANCE BOND	51 ,500.00	51,500.00	-		51 , 5 00.00	100%	-	-	5,150.00	

										
ORIGINAL CONTRACT AMT	5,549,119.04	904,658.05	819,969.77	-	1, 724,627.82	31.08%	3,824,491.22	81,996.98	172,462.78	
										
							-	-	-	

TOTAL CONTRACT	5,549,119 .04	904,658.05	819,969.77	-	1,72 4,627.82	31.08%	3,824,491.22	81,996.98	172,462.78	

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTlON	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED
TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

% COMP	
MOBILIZATION & SITE
PRf"p•nATION													
IMOBIUZAI IU N	1	LS	8,500.00	8,500.00		-	0.3	2,550.00	1	8,500.00	8,500.00	100.0%	
ISURVt: Y & LAY'OU I.:,	11800	LF	1.50	17,700.00		-		-	11,800	17,700.00	17,700.00	100.0%	
ICONS I t<UCTION EN TRANCE	1	EA	2,951.11	2,951.11		-	0.3	885.33	1	2,951.11	2.951.11	100 .0%	
TOTAL MOBILIZATION & SITE PREP			29,151.11		-	-	3,435.33	-	29,151.11	29,151.11	100.0%	
								Less Previous Draws ......... ......	25,715.78		
								Amount due this Draw ............ .	3,435.33		
CLEARING & GRUBBING													
ICLt:AK ANU-umJB	28	AC	4,000.00	112,000.00		-		-	28	112,000.00	112,000.00	100.0%	
ILLt:AK AND GRUB LO , _,	48	AC	4,000.00	192,000.00		-		-	48	192,000.00	192,000.00	100.0%	
TOTAL	• ,,. IG ANU
GRUBBING				
304,000.00		-		-	-	
304,000.00	
304,000.00	
100.0%	
								Less Previous Draws ...............	304,000.00		
								Amount due this Draw.... ..... ....			
..... ' .													
													
I SOD BEHIND CURB 3	5821	SY	2.91	16,939.11		-	-	-		-	-	0.0%	
ISOD PONU BANKS	17786	SY	2.91	51,757.26			-	.		-	-	0.0%	
ISOD BACK OF LOl SLOPES	2846	SY	2.91	8,281.86		-	-	.	.	.	-	0.0%	
ISEED & MULCH NUN-
STRUCTURAL AREAS	
27996	
SY	
0.56	
15,677.76		
-	
-	.	-		-	
0.0%	
ISEED & MULCH KUVV	26811	SY	0.56	15,014.16		.	-	-	.		-	0.0%	
ISEED & MULCH LOI ::,	229384	SY	0.56	128.455.04		-	-	-	-	-	-	0.0%	
TOTAL GRASSING				236,125.19		-		-		-	-	0.0%	
								Less Previous Draws	.. _			
								Amount due this Draw............ .	-		
													
& SEDIMEN 1
CONTROL													
[ST[l	.:.c	11600	LF	1.97	22,852.00		-		-	11,600	22,852.00	22,852.00	100.0%	
IINlEI t'KU I t:C I IUN	28	EA	223.61	6,261.08		-		-		-	-	O.Oo/o	
1:; IAl\t:U TURBIDI I :." ""L	200	LF	7.00	1,400.00		-	,		200	1,400.00	1,400.00	100.0%	
IDUMl-.::,lcr,.	2	EA	813.33	1,626.66		-		813.33	2	1,626.66	1,626.66	100,D%	
TOTAL EROSION & SEDIMENT
CONTROL				
32,139.74		
-	
-	
813.33	
-	
25,878.66	
25,878.66	
80.5%	
						-	-	Less Previous Draws ... .. ..... .....	25,065.33		
						-	-	Amount due this Draw.......... ...	813.33		
													
:s	CL	l'ULLU IIUN
PREVENTIONPLAN													
INl'Ut::S l't:KMIT	1	LS	6,594.44	6,594.44				-	1	6,594.44	6,594.44	100 .0%	
								Less Previous Draws ...... _..  .•.  ...	6,594.44		
								Amount due this Draw.............	.		

PERIOD FROM·	11/12119	PERIOD TO	12/11/19	,PPUCATION NO·	Four (4)

--

Bid Date 07112/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTY TO DATE	STORED VALUE TO
DATE	INSTALLED QTY THIS PERIOD	INSTALLED VALUE THIS
PERIOD	
QTY
INSTALLED
TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STOREDVALUE	

% COMP	
I::S I UKMWA 11::K Mu I FACILI IT
CONSTRUCTION													
l::ilKII-'	61129	CY	1.50	91,693.50		-		-	61,129	91,693.50	91,693.50	100.0%	
IOVER-EXCAVA TE BURY ST RIPPINGS / MOVE
GENERATED GOOD DIRT TO
STOCKPILE	

48903	

CY	

2.40	

117,367.20		

-	

11,903	

28,567.20	

48,903	

117,367.20	

117,367.20	

100.0%	
lt-'UND CUT TO PONU FILL	844	CY	2.40	2,025.60		-	844	2,025.60	844	2,025.60	2,025.60	100.0%	
,cv	TE PONu;::, I MUVt:
DIRT TO SITE FILLS	
53921	
CY	
2.40	
129,410.40		-	
33,921	
81,410.40	
53,921	
129,410.40	
129,410.40	

100.0%	
TE PONDS I MUVt:
DIRT TO LOTS	
228813	
CY	
2.40	
549,151.20		-	
117,710	
282,504.00	
179,910	
431,784.00	
431,784.00	
78.6%	
,cv	TE POND::i / MUVt:
DIRT TO PADS	
37672	
CY	
2.40	
90,412.80		
-	
37,672	
90,412.80	
37,672	
90,412.80	
90,412.80	
100.0%	
r      v     • n	.TE t-'UNU::S I IVIUVt:
DIRT TO STOCKPILE	
7311	
CY	
2.40	
17,546.40				
-	-		
-	
0.0%	

DEWATER	

377464	

CY	

0.23	

86,816.72		
-		
-	

99,200	

22,816.00	

22,816.00	

26.3%	
1v1      •r•	&	,,.,.	I t-'UNU
CUT TO POND FILLS	
844	CY	
0.60	
506.40		-	
844	
506.40	
844	
506.40	
506.40	
100.0%	
URESS 1-'UNU
SLOPES	
17786	
SY	
0.60	
10,671.60		-	-	-	-	-	-	
0. 0 %	
TOTAL STORMWATER MGT FACILITY CONSTRUCTION				
1,095,601.82		
-	
-	
485,426.40	
-	
886,015.90	
886,015.90	

80.9%	
								Less Previous Draws . .......... ....	400,589.50		
								Amount due this Draw.. . ... .... ...	485,426.40		
													
ROADWAY CONSTRUCTION													
ISUKVt:Y & LAl'OUl	17461	LS	1.75	30,556.75		-	.	-	-	-	.	0.0%	
IMUI	1	LS	1,344.44	1,344.44		.	.	-	.	-	-	0.0%	
IUt N;::,l l lt S	127	EA	23.70	3,009.90		-	.	-		.	-	0 .0%	
1t'KUGJUK	2	EA	35 8.00	716.00		-	-	-	-	-	-	0.0%	
ILBR lt:::il	36	EA	297 . 50	10,710.00		-	-	-	-	-	-	0.0%	
112' ;::,rABLIZA110NLBR40
(3100 TN)	
28024	
SY	
4.33	
121,343.92		-	-	
-	-	-	-	
0.0%	
luKAUt: CUKl:S 1-'AU	17461	LF	0.50	8,730.50		-	-	-	.	-	-	0.0%	
IMIAIVII CURB & GU I fER	17461	LF	9.55	166,752.55		.	.	-	.	-		0.0%	
IFINt: GRADE or: I v'VEEN
C URBS	
24143	SY	
1.43	
34,524.49		.	-	
-	.	
-	-	
0.0%	
::SIUEYWQK	1221	SY	35.41	43,235.61		-	.	-	-	-	-	0.0%	
	28	SF	241.67	6,766.76		-		.	-	-	-	0.0%	
IADAMAIS	420	SF	29 75	12,495.00		-	-	-	-		.	0.0%	
t,;UNl,;Kt: It: l,;YLINUt:K (t:A 4
SET)	
17	
EA	
81.97	
1,393.49		-	-
.	-	
-			
0,0%	
0	, ..)' 'U (ll:H:> IN)	24143	SY	10.53	254,225.79		-		-	-	-		0.0%	

PERIOD FROM·	11/12/19	PERIOD TO·	12/11/19	,PPLICATION NO·	Four (4)

,

PERIOD FROM·	11/12/19	PERIOD TO:	12/11/19	1PPLICATION NO·	Four (4)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED
QTYTO
DATE	STORED VALUE TO DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED
TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
Ir-l'11vlt:.	24143	SY	0.62	14,968.66		-	-	-	-	-	-	0 .0 %	
11.!:i';::,r--9. tl ASPHAL I  r-AVINI.>	24143	SY	10.28	248,190.04		-	-	-	-			0 .0%	
IASPnAL I l,;UKt::;	45	EA	125.00	5,625.00		-	-	-	-			0 . 0%	
,_,_ .. , a. :; I Klt-'lm.;,	1	LS	10,672.00	10,672.00		-	-	-	-
.	-	-	0.0%	
u • AJ- I t:K Ul,jt:	50954	SY	0.50	25,477.00			-	-		-	-	0.0%	
I1v"' v H1m: : UKt:.;::,::, NUN-
STRUCTURAL	
27996	
SY	
0.30	
8,398.80			-	
-	-	-	-	
0 0%	
TOTAL ROADWAY CONSTRUCTION	1,009,136 .70		-		-		-	-·	0 .0 %	
								Less Previous Draws ...............			
								Amount due this Draw.......... ...	-		
													
<:> I Vl'IVI -	,n	::>T:.lcm													
I-:,UKVt:.T & lATUU I::,	5144	LF	1.75	9,002.00		-	.	-	-	-	-	0 . 0%	
ILJKAINAl.>t:. A;::,-BUIL 1::,	5144	LF	1.25	6,430.00		-	-	-	-	-	-	0. 0%	
1;::, I UKM	IV & INSPl:C I IUN	5144	LF	2.85	14,660.40		-	-	-	-			0 0%	
- - •·.. ._ I IUN & Ut:.N-:,1I11:S	658	EA	28.70	18,884.60		-	-	-	.	-	-	0,0%	
Ut:.vv/"\ I CCI' (b UK Ut:.t:.t't:K)	3424	LF	10.19	34,89 0.56		-	-	-	-	-	-	0.0%	
l:, Kvt-' \..-OJ	64	LF	27.79	1, 778.56		-		-		.	-	0 . 0 %	
18" Kvt' (4-6)	216	LF	36.30	7,84 0.80		-	-	-		-	-	0 .0 %	
Hl K\.,t' (6-8)	32	LF	38.30	1,225 .60		-	-	-	-	-	-	0,0%	
<'.4 Kvt' \U-4)	88	LF	47.86	4,211.68		-	-		-	-	-	0.0%	
<'.'I HCP (4-6)	616	LF	49.86	30,713 .76		-	-	-	-	-	-	0.0%	
L'I RCP (6-8)	144	LF	51.86	7,467.8 4		-	-	-	-	-	-	0.0%	
L'I Ht;P (B-10)	176	LF	54.86	9,655.36			-	-	-	-		0.0%	
.;,u r<vr- (U-4)	256	LF	64.13	16,417.28		-	-	-	-	-	-	0.0%	
.;,u r<vr- (4-bJ	120	LF	66.13	7,935 .6 0		-	-	-	.	-	-	0.0%	
.;,u r<vr- (b-tl)	616	LF	68.13	41,968 .08		-	-	-	-	-	-	0.0 %	
.>O K\.,t' \'l·b)	360	LF	87.20	31,392.00		-	-	-		-	-	0 .0%	
.jb Kvt' (6-8)	328	LF	89.20	29,257.60		-	-	-	-	-	-	0.0 %	
.JO K\.,t' (8-10)	552	LF	92.20	50,894.40		-	-		-	-	-	0. 0 %	
'IL r<vt' (6-8)	112	LF	108.94	12,201.28		-	-		-	-	-	0 ,0 %	
'IL Kvt' (B-10)	344	LF	110.94	38,163 .36		-	-	-	-	-	-	0.0%	
'lo r<1.,..- (o-B)	728	LF	133.05	96,860 .40		-	.	-	-	.	-	0 .0%	
'10 r<vr- (B-10)	184	LF	135,05	24,849.20		-	-	-	-		-	0 0%	
'lo r<vt' (10·1l)	208	LF	137.05	28,506.40		-	-	-	-	-	-	0.0%	
r-1..-c: LUt:lt: (. 011 I PL:;. Pt:.K 1
OF PIPE )	
60	
EA	
37.83	
2,269.80		
-	-	
-	-
-	.	-	
0.0%	
t"lt't:. _:1 .u.!""t:., ''-'	18	RLS	189.17	3,405. 06		-	-	-		-		Q QO/e>	
-:,JNGLI: \,;UKD INLI:I (4-6)
(50,51,1,10,61,22)	
6	
EA	
3,898.91	
23,393.46		
-	.	-	-	-		
0.0%	
.:,11 \.>Lt: l,;Ur<o INLt: I (b-tl)
(5,6,27,3,4,28,81)	
7	
EA	
4,559 .01	
31,913 .07		.		-	
.	-	.	
0.0%	
SINGLt: t;UKD INU:I (B· IUJ
(71,12)	
2	
EA	
5 ,720.96	
11,441.92		-	-	-	-	-	-	
0.0%	
-''-''-'!:!-!:. CURB INLt:. I \'l •b )
(11, 2,20,21,30,31,4 0,60)	
8	
EA	
5,489 .7 8	
43 ,918.24		-	
-	-	
-	-	-	
0 .0 %	

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QiYTO
DATE	STORED VALUE TO DATE	INSTALLED QiYTHlS
PERIOD	INSTALLED VALUE THIS PERIOD	QiY   INSTALLED
TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
IITOUB[E (.;Ut<i, INLI:: I {tH:S)
(24,70,8,80)	
4	
EA	
6,775.23	
27,100.92		-	-	-	-			

0 .0%	
IUOUB!FCUKtflNCE1 (8-10)
(25)	
1	
EA	
9,202.29	
9,202.29		-	-	-	
-	-	-	
0.0%	
l::SI IKM MANHOLE (4-6) \:>0,:>t>J	2	EA	2,620.59	5,241.18		-	-	-		-	-	0 . 0"/,,	
1::S I UKM	MANHOLE (6-8)
(23,35,7)	
3	
EA	
4,841.83	
14,525.49		-	-	-	-	-	-	
0.0%	
:; I UKM HOLE (8-1U)
(1 3,14)	
2	
EA	
6,101.27	
12,202.54		-		-	-	-	-	
0 0 %	
L;UN I KUL ::SI KU(.; I UKI:: (0-4)
(OS-WET, CS-1)	
2	
EA	
3,519.66	
7,039.32		-	-	-	-	
-	.	
0.0%	
1(.;UN I KUL:;I KU(.; I IKI:: (4-6)
(CS-2)	
1	
EA	
5,313.96	
5,313.96		-	-	-	-	-	-	
0 .0 %	
IINVt::KTS	38	EA	328.33	12,476.54		-	-	-		-	-	0.0%	
11 5" t-'RECASl MES (S-vvt: I)	1	EA	779.26	779.26		-	-	-	-	-	-	0.0%	
118" t-'RECASl MES \:>L/	1	EA	779.26	779.26		-	-	-	-		-	0.0%	

24" PRECAST MES (90,91,57,41)	
4	
EA	
1,051.51	
4,206.04		
-	-		-	
-	-	
0 .0 %	
l j U  I	\L ,36,tl:.!)	3	EA	1,620 .20	4,860.60		-	-		-	-	-	0 0%	
(jti 1-'Kt::(.;A:> I l'v'IES {j :.!,62 , /:.! )	3	EA	1,875 .81	5,627.43		.	-	-	-	-	-	0 ,0%	
[48" l-'11-'t:: Mt:::> (9,:.!ti)
r48"	2	EA	3,136.10	6,272.20		-	-	-	-	-	-	0 .0 %	
(.;II-' At' KUN-(9,:l ti)	2	EA	3,000.00	6,000.00		.	.	-	.	-	-	0.0%	

57 STONE (FOR STRU CTURES)	
120	
TNS	
63.50	
7,620.00		-	-	-	
-	-	-	

0 .0 %	
IMISCEL  A	"'" MA fE.KIAL	1	LS	1,307.78	1,307.78		-	-	.	-	-	-	0 .0 %	
IUN	"	STUts:;	1120	LF	16.91	18,939.20		.	.	-	-	.	-	0,0%	
157 STONE.	300	TNS	63.50	19,050.00		-	-		-	-	-	0.0%	
IFABRIC	4	RL	425.00	1,700.00		-	.		-	-	.	0.0"/,,	
16' t::NU (.;Al-':;	56	EA	24.51	1,372.56			-	-	-	-	-	0.0 %	
51Ut<M	->T->ICM				813,164.88		-	-			-	-	0.0%	
								Less Previous Draws ...............			
								Amount due this Draw... ..... . ,...			
[PAVINu AS-BUILI::;													
lt'AVINI.:> A:;CBUILTS	17461	LS	1.25	21,826.25		.		-		-	.	0.0 %	
								Less Previous Draws ........ .......			
								Amount due this Draw......... ....	-		
													
WATER DISTRIBUTION													
1:;ut<vt::Y & LAl'OU l S	9380	LF	1.75	16,415.00		-	-		-	-	-	0.0%	
FLUSH, BT & TEST	9380	LF	0,50	4,690.00		-	-	-	-	-
.	.	0 . 0 %	
'	TION & DENS! l 11:::;	206	EA	28.70	5,912.20			-	-	-			0.0%	
110 ' DR18 t'V	2520	LF	24.22	61,034.40		-	-	-	-		-	0.0%	
18 " UR18 t'V	4800	LF	18.16	87,168.00		-	-	-	-	-	-	0.0%	
16' DR18 t'V	700	LF	12.71	8,897.00		-	-	-	-	-	-	0.0%	
14 UK18 t'V	300	LF	10.38	3,114.00		-		-		-	-	0 .0 %	
12 " POLY t'll"'t:	1060	LF	7.76	8,225.60		-		-	-	-	-	0.0%	

PERIOD FROM·	11/12/19	PERIOD TO·	12/11/19	,PPLICATION NO	Four (4)

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL
UNIT COST	
TOTAL	STORED
QTYTO
DATE	STORED
VALUE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
ILOCA TE WIKt:.	19	RL	230.78	4,384.82		-	-	-	-	.	-	0 . 0%	
l[UCAII::-w!RI:: eux1::::,	19	24	273.61	5,198.59		-	-	.	-		-	0.0%	
!LOCAi I:: WIK!:: I CC> I IN\j	9380	LF	0.15	1,407.00		.	-	.	.	.	-	0 . 0 %	
110' BELLRESIKAINi::,	70	EA	219 .10	15 ,337.00		.	-	-	-	.	-	0.0%	
18" BELL RESTRAINTS	108	EA	139 .66	15,083,28		-	-	-		.	-	0.1)%	
16 et.LL Rl::S I HAIN I::;	16	EA	88.74	1,419.84		-	-	-		-	-	0.0%	
14 filITRES I KAIN I ::,	8	EA	58.04	464.32			-	-	.	-	.	0.0%	
- I I U t.Xl::51IN\j 10'
WM W/ 10" MJ LONG SLEEVE	
1	
EA	
1,837.64	
1,837.64		-	.		-	-	
-	
0.0%	
I IU t:.Xl::51 IN\j 8" VVM
W/ 8" MJ LONG SLEEVE	
3	
EA	
1,525.89	
4,577.67		.	
-	
.	-		
.	
0.0%	
110" MJ \jATEVAL\tt::	8	EA	2,066.82	16,534.56		.	-	-	-	.	.	0 .0 %	
18" MJ GATE VALVI::	12	EA	1,364.02	16,368.24		.	.	.	-	.	-	0 . 0%	
16" MJ GATE VALVt:.	2	EA	1,006 .17	2,012.34		-	.	.	-	.	.	0.0%	
!FLUSHING HYIJRAN 1	4	EA	1,710.29	6,841.16		.	-	.		.	.	0.0%	
!SAMPLE t'UIN 1	6	EA	280.78	1,684.68		.	-	.	-	.	.	0.0%	
!FIRE HYUKAN I A::5::5Y \b..Xb
TEE)	
2	
EA	
3,167.34	
6,334.68		.	.		-	.	-	
0.0%	
it'IRI:: MYUt<ANI A-:,-:,y \0 AO
TEE)	
9	
EA	
3,373.16	
30,358.44		.	.	-	-	-	
-	
0 0%	
IFIRE HYUKAN I A::5::5Y {1u ·xb
TE E)	
4	
EA	
4,501.54	
18,006,16			
-	
-	-			
0.0%	
11U"l/lJ45 et::NU	8	EA	510.27	4,082.16		-	.	-	-	-	-	0.0%	
[1O" MJ 11.25 et.NU	8	EA	507.89	4,063.12		-	.	-		.	-	0.0%	
18" MJ 11.25 Bt:NU	21	EA	361.17	7,584.57		-	-	.		-	.	0.0%	
16 MJ 11.25 BEND	6	EA	308.86	1,853.16		.	-	-	-	-	.	0.0%	
1u ;(10 MJ lt:.t:	1	EA	963.57	963.57		-	.	-	-	-	-	0.0%	
11u Ab MJ l t:.t:.	1	EA	845.87	845.87		-	.	.	.	-	.	0.0%	
IB AO MJ I !::I::	2	EA	686.46	1,372.92		.	-		-	.	-	0 .0 %	
IB"Xol'vf.J 11::1::	1	EA	643.66	643.66		-	.	-	-	.	.	0.0%	
r1u·xti 71,f.fD ' ,m-	1	EA	427.04	427.04		.	.	-	.	-	.	0.0%	
ltl"Xt:i MJUCm.J'·	2	EA	330.26	660.52			.	-	.			0.0%	
ltl "X4  wucrn ..-	1	EA	3 19.56	319.56		.	-	.	-		.	0.0%	
[6"x4" MJ Rt:.UUt;t:.	1	EA	287.46	287.46				-	.	.	.	0.0%	
18"MJ PLUG	1	EA	201.02	201.02		-		-	-	.	.	0.0%	
lb ".11.:l TAP CAP	2	EA	1 66.54	333.08		.	.	.	.	.	-	0.0%	
14 · x;, TAP CAP	2	EA	146.33	292.66		.	-	.	-	.	-	0. 0 %	
ISINGLE SHUK I SERVICES	121	EA	516.28	62,469.88		-	-	-	-	-	-	0.0%	
ISINGLE LONG SER\m,t:.;:,
-	10	EA	555.54	5,555.40		.	.		.	-	-	0.0%	
IDOUBLE LONG	31	EA	1,165.44	36,128.64		-	-	.	.	.	-	0.0%	
TOTAL WATER DISTRIBUTION			471,390.91		.		-		.	.	0.0%	
								Less Previous Draws ........ ,......			
								Amount due this Draw... ... .. .....	-		

PERIOD FROM·	11/12/19	PERIOD TO·	12/11/19	,PPLICATIONNO:	Four (4}

PERIOD FROM:	11/12/19	PERIOD TO:	12/11/19	,PPLICATION NO:	Four (4)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO
DATE	STORED VALUE TO
DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
													
SANITARY SEWER						.	.	.	.	"	.		
1:::;uKvcY & LAT VU'"'	8428	LF	1 75	14,749 .00		.	500	875.00	500	875.00	875.00	5.8%	
1:::;t:vvt:K IV & ll'IC:,r-Cv I IUN	8428		2.85	24,019.80		.	.	.	.	-	.	0.0%	
-	•n i lVI'< & UCl'<C:,I I lt::,j
-..,	734	EA	28.70	21,065.80			40	1,148.00	40	1,148 .00	1,148 .00	5.4%	
UCVVf' I t:K (t5' UK	6104	LF	9.89	60 ,368 ,56			500	4,945.00	500
.	4,945.00	4,945.00	8.2%	
o ::iUKZt> rv	\U-<t/	308	LF	15.04	4,632.32	306	1,542 .24	-	.			1 ,542 .24	33 .3%	
o SDR26 PVC (4-6)	2016	LF	17 .04	34 ,352 .64	2016	10,160 .64	.	.	.	.	10 ,16 0.64	29.6%	
O C:,UKLO t-'Vt.; {6-8)	2408	LF	19.04	45,848 .32	2408	12,136.32	.	.		.	12 ,136.32	26.5%	
o :::;UKZt> t-'Vt,; ( ts-1UJ	1806	LF	22.04	39 ,804 .24	1806	9,102.24	.	-	.	.	9 ,10 2.24	22.8%	
o ::iUKZt> rv	(lU·lZJ	924	LF	24 .04	22,212 .96	924	4,656.96	.	.	.	.	4,656. 96	21.0%	
10 ::.u=o PVt.; (12-14)	896	LF	27.04	24 ,227.84	896	4,515 .84	-		.	.	4,51 5.84	18.6%	
10 :::;UKZti t-'Vt.; (14-16)	70	LF	29.04	2,032.80		.	70	2,032 .80	70	2,032.80	2,032.80	100.0%	
" P,,' ."n••., II I- \U-+/
(1 ,7 ,12, 19,20,50,59,69)	
8	
EA	
3,212.66	
25,7 01. 28		
.	-	
.	-	-		

0 .0%	
I-\   ••n ·"'	'!..':: (4 -6)
(2,3,4,8,13,51,52 ,53,55 ,5 6,60 ,61)	
12	
EA	
3,608.82	
43 ,305.84		-	.	
.	
.	-	-	
0.0%	
" IVl"l'r1Ult: \b·O) (5 ,6,9, 11,54,57,62)	
7	
EA	
4,324.80	
30,273.60		
.	.	.	
.	-	.	
0 .0 %	
I'\ • ,n ,., "'" (B-1U )
(15,16,5 8,65,70 )	
5	EA	
5 ,18 4.77	
25,92 3.85		
.	
.		
-·	.	-	
0.0%	
f'\ MANHULt: \l U· l ZJ \<><+, OO/	2	EA	5,923 .60	11,847 .20		.
-	-		.	.	.	0.0 %	
"	•• 111- \lZ·l<t/ \0/,00/	2	EA	6,688.46	13 ,376 .92			.	.	-	.	.	0, 0%	
f' ... ,.., 111- {14·1!:>) \1/)	1	EA	8 ,143 .13	B,143.13		.	1	8,143.13	1	8,143.13	8,143 .13	100 .0%	
C • ,n ., II I- \b·O) (l U,14)	2	EA	4,975 .39	9,950 .78		-	.	.	"
-	"		0.0%	
c   •.:.n... .   "	\O·lU) \11)	1	EA	5,384 .77	5 ,384 .77		-	.	.		.	.	0.0%	
o .•.n.. •. "t- (iO·lZ) \b.j)
o - .a.... " (lZ-14) \Zl,1£/	1	EA	6,023 .60	6 ,023 .60		.	.
-	-	.	-
-	.	0 .0%	
	2	EA	7,520 .81	15 ,041 .62		.		.			.	0.0%	
LINt:u A .•.n.,., .'!..E (14-16)
(18)	
1	
EA	
14,143.46	
14,143.46		.	
1	
14,143.46	
1	
14 ,143.46	
14,143.46	
100.0%	
/ ::ilUNt:	80	TNS	63.50	5,080 .00	20	1, 07 0.00	4	254.00	4	254.00	1,32 4.00	26.1%	
      _n_::,1    il'IVC l::i	37	EA	268 .89	9,948 .93		.	2	537. 78	2	53 7 .78	537 .78	6.4%	
lb & B" CVV I ;:,	97	EA	203 .43	19,732 .71		.	5	1 ,017. 15	5	1, 017.15	1 ,017.15	5.2%	
IVll-'\NHUlt: AUJU:::; 11vlt:N 1.::,	37	EA	438 .33	16 ,218 .21		.	-	.	.	-	-	0.0%	
o u"vr- cvl/VL:::;	6	EA	979.12	5,874.72		-	-	.	.	-	.	0 .0 %	
o ::it:KVtt,;t:::i IS. t-1 I 111'1'-'<>	1 93	EA	447 . 36	86,340.48	193	38,090.48	-	-	.	.	38 ,090.48	44.1%	
TOTAL SANITARY SEWER				645 ,6 25 .38		81 ,274 .72	.	33,096 .32	.	33, 096.32	11 4 , 371.04	17.7 %	
								Less Previous Draws ..... .... ......			
								Amount due this Draw... ..........	114 ,371 .04		
											-		

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTYTO DATE	
STORED VALUETO
DATE	
INSTALLED QTY THIS
PERIOD	
INSTALLED VALUE THIS
PERIOD	
QTY INSTALLED
TO DATE	
VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STORED VALUE	

% COMP	
JEA SANITA RY SEWER LIFT
STATION													
ISURVt:.Y & LAYOU I;:,	1260	LF	1.75	2,205 .00		-	-	-	-		-	0 .0 %	
IFLU::>H , Bl & I t:.::S I	126 0	LF	0.50	630.00		-	-	-	-	-	-	0,0%	
1 IUN & DENS! I It:::>	24	EA	28.70	688.80		-	-	-		-	-	0 .0 %	
16 lJR18 1-'Vl..	1260	LF	12.71	16,014.60		-	-	-	-	-	-	0.0%	
ICTJCAI I:: WIHE	3	RL	230.78	692.34		-	-		-	-	-	0. 0 %	
ICTJCAI t:. WIKt:.--sDXES	3	EA	273.61	820.83		-	-		-	-	-	0.0%	
ILOCATE WIRE TE:,, l lN\::J	1260	LF	0.75	945.00		-	-	-	-			0.0%	
16" BELL t<t:.::>l KAINTS	15	EA	88 .74	1,331.10		-	-	-	-			0.0%	
"	T TO EX-6'' r .M. vv10
LONG SLEEVE	
1	
EA	
1,547 . 29	
1,547.29		-	-	-		-	-	
0 .0 %	
16 " MJ 90 BENU	2	EA	426.56	853.12			-	.	-	-	-	0.0%	
16' MJ 45 BEND	4	EA	414.67	1,658.68		-	-		-	-	-	0.0 %	
ISUKVt:.Y & LArUUTS	1	LS	5,000.00	5,000.00		-	0 . 5	2 ,500.00	1	2,500.00	2,500.00	50.0%	
""	I (U N & Ut:.l,.:,1 I 1c.:,	90	EA	28.70	2,583.00			90	2,583.00	90	2,583.00	2,583.00	100.0°/o	
IU t:.WA l t:.K	300	LF	54.72	16,416.00			300	16.416,00	300	16,416.00	16,416.00	100.0%	
l:Ji ::SIUNE	20	TNS	63.50	1,270.00		-	20	1,270.00	20	1,270.00	1,270.00	100.0%	
,IV..Vt:.l  \/VELL   - LIFl    STATION	1	EA	59,853.47	59,853.47		-	1	59,853.47	1	59,853.47	59,853.47	100.0%	
, u , IIGAL SUB	1	LS	327,800.00	327,800.00		-	-	-	-	-		0.0%	
ICKANE/O1-'t:.KATOR	10	HRS	1,000.00	10,000.00		-	10	10,000.00	10	10,000.00	10,000.00	100.0%	
TKENCH BOX	1	EA	500.00	500.00		-	1	500,00	1	500.00	500.00	100.0%	
Llfl STA . VVAlt:t< ::it:.Kv1i_;t:.	1	EA	1,050.79	1,050.79			-	-	-	-	-	0.0%	
TOTAL JEA SANITARY SEWER LIFT STATION		451,860 .02		-	-	93,122.47	-	93,122.47	93,122.4 7	20.6%	
								Less Previous Draws ............ ...			
								Amount due this Draw..... ...... ..	93,122.47		
											-		
WATER & SEWER AS-BUILTS										-	-		
IVVf-1 I 1::1{ f-1;:J-BLJIL IS	9380	LF	1.25	11,725.00		-	-	-	-	-	-	0,0%	
IF	" L	IN A::>-BUIL I::;	1260	LF	1.25	1,575,00		-	-		-	-	-	0.0%	
ISt:.Wt:K A::>-1:lUIL IS	8428	LF	1.25	10,535.00		-	-		-	-	-	0.0%	
IITf I STATION AS-tlUILI::;	1	LS	3,500.00	3,500. 00		-	.	-	-	-	-	0.0%	
1 IU rAL ASBUILTS				27 ,335 . 00		.	-	-	-	-	-	0,0%	
								Less Previous Draws ... .... .. .. ....			
								Amount due this Draw.. ...... .....	-		
													
IRRIGATION SLEEVES AND ELECTRICAL CONDUIT													
16" :SCH40 1-'VC SLEl::Vt:.	500	LF	13.00	6,500.00		-	-	-	-		-	0 .0%	
4" ::iCH-4U 1-'VC srEt:.Vt:.	500	LF	10.00	5,000.00			-	-	-			0.0%	
3" :SCH-4U 1-'VC -SLEEvt:.	250	LF	9.00	2,250.00		-	-	-		-	-	0.0%	
2.5" SCH-40 1-'VC SLEt:.Vt:.	250	LF	8.00	2,000.00		-		-		-	-	0 .0 %	
TOTAL IRRIGATION SLEEVES AND ELECTRICAL		15,750.00		-		-	-	-	-	0.0%	
								Less Previous Draws .. ........ ... ..			
								Amount due this Draw... ..........	-		

PERIOD  FROM·	11/12/19	PERIOD TO·	12/11/19	,PPLICATION NO	Fo ur (4)

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTYTO DATE	
STORED VALUE TO
DATE	INSTALLED QTY THIS PERIOD	
INSTALLED VALUE THIS
PERIOD	QTY INSTALLED TO DATE	
VALUE INSTALLED
TO DATE	

TOTAL INSTALLED
& STORED VALUE	

% COMP	
												
LOT GRADING													
UtNSI I Y It:;:,IING	193	EA	28.70	5,539 .1 0		.	130	3 ,731 .00	130	3 ,731 .00	3,731.00	67.4%	
r'KU(.;IUK	2	EA	275.00	550.00		.	1	275.00	2	550.00	550.00	1000%	

STATION BALANCE	

9666	

CY	

2.40	

23,198.40		
-		
-	

9 ,666	

23 ,198.40	

23,198.40	

100.0%	

SPREAD & COMPACT STATION BALANCE	

9666	

CY	

0.60	

5,799.60		

-		

-	

9,666	

5 ,799 .60	

5,79 9.60	

100 ,0 %	
;:,l"'Kt:AU & COMPACT l"'VNU
CUT TO SITE FILLS	
53921	
CY	
0,60	
32,352.60		-	
53,921	
32,352 .60	
53, 921	
32,352.60	
32,352.60	
100,0%	
I;:,1-'READ & COMPAC 1 1-'UNU
CUT TO LOTS	
228813	
CY	
0.60	
137,287.80		-	
106 ,39 9	
6 3 ,839 .40	
172 ,599	
103 ,559.40	
103,559.40	
75.4%	
1::;l"'Kt:AU & -	--1 l"'UNU
CUT TO LOT PADS	
37672	
CY	
0.60	
22,603.20		-	
3 7, 672	
22,603.20	
37,672	
22,603.20	
22,603.20	

100,0%	
;,-.u;:,M SI OCKPILE	56214	SY	0,60	33,728.40		-		-	37,00 0	22,200.00	22,200.00	65.8%	
IIVIAvMINI: DRESS KIGH I UI-
WAY	
26811	
SY	
0.30	
8,043.30		-	-	.	
-	-	-	
0 .0°1,	
,.,, ,_ .. , • UKtSS"l.D I::;
~	-	229384	SY	0.30	68,815 .20		-	-	.	-	-	.	0. 0%	
TUT AL LUT	,A				337,917.60		.	-	122 , 801. 20	.	213 ,994.20	213,994 .20	63.3 %	
								Less Previous Draws ...............	91,1 93.0 0		
r1'Tmcl'I I"&	- ·								Amount due this Draw.............	122,801 .20		
BOND													
il:lUNlJ	1	LS	51,500.00	51, 500.00		-		-	1	51,500.00	51,500,00	100,0%	
								Less Previous Draws ...............	51 ,500 .00		
								Amount due this Draw... ........ ..	-		

TOTAL				5,549,119.04				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	1,72 4,627.82	
									172 .462.78	
									1 ,552 ,165.04	
									814 ,192.24	
									737,972.80	

PERIOD FROM·	11/12/19	PERIOD TO·	12/11/19	1PPLICATION NO	Four(4)

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 5

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	$	737,972.80 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	$	737,972.80 , 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	11TH	day of	DECEMBER, 2019.

Date Executed:

State of Florida County of Baker

Subscribed  and sworn before me this	11TH	day of	DECEMBER, 2019.
Notary Public

My Commission Expires:
County of Residence:	Bradford

 APPLICATION  AND  CERTIFICATE  FOR PAYMENT	

TO(OWNER):	PROJECT:	Amelia Walk, Phase 5	APPLICATION NO:	FIVE (5)	
Amelia Walk Community Development District		Amelia Concourse			
475 West Town Place, Suite 114		Nassau County	PERIOD FROM:	12/12/19	
St. Augustine, FL 32092		Florida	PERIOD TO:	01/15/20	
				(01/25/20)	
FROM (CONTRACTOR):	ENGINEER:	McCranie & Associates	PROJECT NO:		
EARTHWORKS OF FLORIDA, LLC		3 South 2nd St			
11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063
904-653-2800		Fernandina Beach, FL 32034	SUBSTANTIAL COMPLETION DATE:

CONTRACT DATE:	

8/27/2019	

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDmONS	DEDUCTIONS	
APPROVED THIS MONTH			
NUMBER	DATE APPROVED			
				
TOTALS	-	-	
NET CHANGE BY CHANGE ORDERS	-	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, rs ATTACHED
1. ORIGINAL CONTRACT SUM................................................

$	5,549,119.04

2.  NET CHANGE BY CHANGE ORDERS......................................	 	

3. CONTRACT SUM TO DATE (LINE 1 & 2)............................	$	5,549,119.04

4. TOTAL COMPLETED & STORED TO DATE..........................	2,094,305.58

5. RETAINAGE:
a. 10% OF COMPLETED WORK..................	209,430.56
b.  10% OF STORED MATERIAL...................	_$ ----
TOTAL RETAINAGE (LINE Sa + Sb)..................................................	 $	209,430.56 
THE UNDERSIGNED COl'ITRACTOR CERTIAES THAT TO THE BEST OF THE		
CONTRACTOR'S KNOWLEDGE, INFORMATION AND BEUEF THE WORK	6. TOTAL EARNED LESS RETAINAGE .................................................	$	1,884,875.03	
COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL	
7. LESS PREVIOUS CERTIFICATES FOR PAYMENT...................	
$	1,552,165.04	
AMOUNlS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVIOUS CERTIFICATES FOR PAYMEl'IT WERE ISSUED AND	
8.CURRENT PAYMENT DUE......... ....... ..................... .....................	$	332,709.99	
PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURREl'IT			
PAYMENT SHOWN HEREIN IS NOW DUE.	9. BALANCE TO FINISH, PLUS RETAINAGE..............................	$	3,664,244.01	

:                                                                         

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC MATTHEW MOCINI

STATE OF:	FLORIDA	COUNTY OF:	BAKER

#

n	v,ue.	ROBINLYNNSMITH

SUBSCRIBED AND SWORN TO BEFORE ME THIS 15th OF JANUARY, 2020

NOTARY PUBLIC:	../5.£l..12 .

*"..."..M.. 	

*	Commission# GG 1"9986

 BY

DATE:	1/ 15/20 

MY COMMISSION EXPIRES:	9_

,.-.,_,. --   	_,,,,A;7;;2_	.s:-,,..,.,_	,.._

Expj,es .Janua,y 25,2022

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _-  	,_J,<__.,v,_,   

- - - - OF _o 

llonded Tllll_ NcilllySnces

ENGINEER'S CERTIFICATE FOR PAYMENT
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS,. AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

$332,709.99

--------

AMOUNT CERTIFIED ..... •....... . ......•................	-•-••••	$
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM
THE AMOUNT APPLIED FOR.)
1/20/20
 ENGINEER:		DATE:	
THIS CERTIFICATE I S NOT NEGOTIABLE. THE AMOUNT CERTIFIEDIS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOITT PREJUDICE TO />NY RIGHTS OF THE OWNER AND CONTRACTOR UNDER THIS CONTRACT.

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

APPUCATION NUMBER:	FIVE (5)	Project:	Amelia Walk, Phase 5
PERIOD FROM:	12/12/19
PERIOD TO :	01/15/20	

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 APPUCATIONS	THI S PERIOD							
										
MOBILIZATION & SITE
PREPARATION	
29,151.11	
29,151.11	
-		
29,151.11	
100%	-	-	
2,915.11	
CLEARING & GRUBBING	3 04,000.00	304,000.00	-		3 04,000.00	100%	-	-	30,400.00	
GRASSING	236,125.19	-	-		-	0%	236,125.19	-	-	
EROSION & SEDIMENT CONTROL	3 2,139.74	25,878.66	-		25,878.66	81%	6,261.08	-	2,587.87	
ISI ORMWA I tR POLLUTION
PREVENTION PLAN	
6,594.44	
6,594.44	-		
6,594.44	
100%	-	-	
659.44	
ISTORMWAl t R MGI t-ALlUIY
CONSTRUCTION	
1 ,095,601.82	
886,015.90	
70,299.43		
956,315.33	
87%	
139,286.49	
7,029.94	
95,631.53	
ROADWAY CONSTRUCTION	1,009,136.70	-	-		-	0%	1,009,136.70	-	-	
STORM DRAINAGE SYSTEM	813,164.88	-	-		-	0%	813,164.88	-	-	
PAVING AS-BUILT$	21,826.25	-	-		-	0%	21,826.25	-	-	
WATER DISTRIBUTION	471,39 0.91	-	-		-	0%	471,390.91	-	-	
SANITARY SEWER	645,625.38	114,371.04	253,493.14		367,864.18	57%	277,761.20	25,349.31	36,786.42	
IJEASANITARYSEWERUF1
STATION	
451 ,86 0.02	
93,122.47	
8,434.79		
101,557.26	
22%	
350,302.76	
843.48	
10,155.73	
WATER & SEWER AS-BUILTS	27,335.00	-	1,400.00		1,400.00	5%	25,935.00	140.00	140.00	
IIRRIGA llUN SLEEVES ANU
ELECTRICAL CONDUIT	
15,750.00	-	-		
-	
0%	
15,750.00	-	-	
LOT GRADING	337,917.60	213,994.20	36,050.40		250,044.60	74%	87,873.00	3,605.04	25,004.46	
PAYMENT & PERFORMANCE BOND	51,500.00	51,500.00	-		51,500.00	100%	-	-	5,150.00	

										
ORIGINAL CONTRACT AMT	5,549,119.04	1,724,627.82	369,677.76	-	2,094,305.58	37.74%	3,454,813.46	36,967.78	209,430.56	
										
							-	-	-	

TOTAL CONTRACT	5,549,119.04	1,724,627.82	369,677.76	-	2,094,305.58	37.74%	3,454,813.46	36,967.78	209,430.56	

Amelia Walk Community Development District	Amelia Walk, Phase 5
PERIO D FROM·	12/12/19	PERIOD TO·	01/15/20	,PPLICATION NO·	FIVE (5)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL
UNIT
COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS
PERIOD	QTY
INSTALLED TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
MOBILIZATION & SITE
-----•  ·,r1n"'													
'illlUN	1	LS	8,500.00	8,500.0	0			.	1	8,500.00	8,50 0.00	100.0%	
;:,urwt:. T & LAYUU I::;	11800	LF	1.50	17,700.00				-	11,800	17,700.00	17,700.00	100.0%	
CUN:::i I KUC I IUN t:N I IV\Nvt:.	1	EA	2 ,951 .11	2 ,951 .11		.			1	2 ,951 .11	2,951.11	100 .0%	
TOTAL MOBILIZATION & SITE PREP			29,151.11		-	-	.	-	29 ,151.11	29 ,151 . 11	100.0%	
								Less Previous Draws . ... ...........	29,151.11		
								Amount due this Draw.... .... .....	-		
CLEARING & GRUBBING													
vLl:AK ANUGKUl:S	28	AC	4,000.00	112 ,000. 00		-		-	28	112 ,000.00	112,000 .0 0	100.0%	
CLl:AK f\NU GKUl:S LU 1:::i	48	AC	4,000.00	192,000 .00				-	48	192 ,000.00	192 ,000.00	100.0%	
IUIAL	..
GRUBBING	,., .. u				
304,000.00		-		-	-	
304,000 .00	
304,000.00	
100.0%	
								Less Previous Draws .. .............	304,000. 00		
								Amount due this Draw.............	-		
- -														
													
I;:,uu ot:.HINU CU"'o ;$"	5821	SY	2.91	16,939 .1 1			.	.	-	-	-	0.0%	
::;uu t'UNU DMl'it<.::;	17786	SY	2.91	51,757 .26		-	.	-	-	-		0.0%	
::;uu Dl"'\1..,1' Ut- LU I ::;Lut-t:.::;	2846	SY	2.91	8,281 .86		-	-	.	-	-	-	0 .0 %	
;:,t:.t:.U IS<  MULl.,H NUN-
STRUCTURAL AREAS	
27996	
SY	
0.56	
15,677. 76		-	-		-	-	
-	

0.0%	
:St:t:U & MULCH KUvv	26811	SY	0.56	15,014.16		-	-	-	.		.	0.0%	
:St:t:U & MULCH LU I::;	229384	SY	0.56	128 ,455.04		-	-	.	-		.	0,0 %	
TOTAL GRASSING				236,125 .19		.		-		-	-	0.0 %	
								Less Previous Draws .......... .... .			
								Amount due this Draw.............	-		
-·														

CONTROL													
->IL I rt:.NLIN\.:,	11600	LF	1.97	22,852 .00		-		-	11 ,600	22,852 .00	22,852 .00	1000%	
I11,Lt:. I  r'KU I t:.L I IUN	28	EA	223.61	6,261.08		-		.	-	-	-	0.0%	
::; I f-111.t:.U TURBIUI I T BARKlt:.K	200	LF	7.00	1,400 .00		-		-	200	1 ,4 00.00	1,400.00	100.0%	
UUMt-;:, I t:K	2	EA	813 .33	1 ,626 .66		-		-	2	1 ,6 26.66	1,626 .66	100.0%	
TOTAL ERO:slON & SEDIMENT
CONTROL				
32 ,139 . 74		-	
-	-	-	
25 ,878 .66	
25 ,878.66	
80.5%	
						-	-	Less Previous Draws ...............	25,878.66		
						-	-	Amount due this Draw..... . .. ... ..			
													
-> I V"m	n" I '-" ,...\JLLU I IVl't
PREVENTPILAN													
11•r'Ut:.::; rc:r.1vll I	1	LS	6,594.44	6 ,594.44				.	1	6,594 .44	6,594 .44	100 .0%	
								Less Previous Draws ... ............	6,59 4.44		
								Amount due this Draw...... ... ....	-		

Amelia Walk Community Development District	Amelia Walk . Phase 5
PERIOD FROM·	12/12/19	PERIOD TO·	01/15/20	,PPU CATION NO·	FIVE (5)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY .	
U/M	TOTAL
UNIT
COST	
TOTAL	STORED
QTYTO DATE	STORED VALUE TO
DATE	INSTALLED
QTY THIS PERIOD	INSTALLED
VALUE THIS PERIOD	QTY INSTALLED
TO DATE	VALUE INSTALLED
TO DATE	
TOTAL INSTALLED
& STORED VALUE	

% COMP	
:::, fORMWATt:t< M\."J I t-A CI LI TY
CONSTRUCTION													
Slt<II-'	61129	CY	1.50	91,693.50		-		-	61,129	91,693.50	91,693.50	100. 0%	
UVEH-EXCA'v'A TE & BUHY
STRIPPINGS / MOVE GENERATED GOOD DIRT TO STOCKPILE	

48903	

CY	

2.40	

117,367.20		

-		

-	

48,903	

117,367.20	

117,367.20	

100,0 %	
WUNU-CUT I U 1-'UNU FILL	844	CY	2.40	2,025 .60		-		-	844	2,025.60	2,025.60	100.0%	
IEXCAVA TE PUNDS / MUVt:
DIRT TO SITE FILLS	
5392 1	
CY	
2.40	
129,410.40		
-		
-	
53,921	
129,41 0.40	
129.410.40	
100.0%	
!EXCAVATE 1-'UNU:::. / MVVt:
DIRT TO LOTS	
228813	
CY	
2.40	
549,151.20		-		
-	
179,910	
431,784 00	
431,784.00	
78.6%	
!!::)I.LAVA It:. 1-'UNU:::, / MOVE
DIRT TO PADS	
37672	CY	
2.40	
90.412.80		-		-	
37,672	
90,412.80	
90,412.80	
100.0%	
!EXCAVATE 1-'UNU::, / MOVE
DIRT TO STOCKPILE	
7311	
CY	
2.40	
17,546.40		-	
7,311	
17,546.40	
7,311	
17, 546.40	
17,546.40	
100.0%	
DEWATER	377464	CY	0.23	86,816.72		.	229,361	52,753.03	328,561	75,569.03	75,569.03	
87.0%	
ISPREADl!; ,... -, I 1-'UNU
CUT TO POND FILLS	
844	CY	
0.60	
506.40		-		-	
844	
506.40	
506.40	
100.0%	
IMACHINt: DRESS f-'UNU
SLOPES	
17786	
SY	
0.60	
10,671.60		-	.	-	-	-	-	
0.0%	
TOTAL STORMWATER MGT FACILITY CONSTRUCTION				
1,095,601.82		
-	
-	
70,299. 43	-	
956,315.33	
956,31 5.33	

87.3%	
								Less Previous Draws ...............	886,015.90		
								Amount due this Draw....... .. .. ..	70,299.43		
													
ROADWAY CONSTRUCTION													
ISURVI:: (l;LAYUU I	17461	LS	1.75	30,556.75		.		-	.		-	0 .0%	
IMUI	1	LS	1,3 44.44	1,344.44		-		-		-	-	0 .0 %	
IUt:.N;:il I 1,:;:,	127	EA	23.70	3,009.90		-	-	.		.	-	0.0%	
IPt<ULlUK	2	EA	358.00	716.00		-	.	-	-	.	.	0 . 0 %	
ILtlt< l t:->l	36	EA	297.50	10,710.00		-	.	-	-	.	-	0.0%	
lL' SI AtlLIZA TION Lot< 40
(3100 TN)	
28024	SY	
4.33	
121,343.92		-	-	-	.	.	-	
0.0%	
ll:iKAUI:: CURB PAD	17461	LF	0.50	8,730.50		.	-		.	-	-	0.0%	
[MIAMI CUKl:l&B\J I 11::K	17461	LF	9.55	166,752.55		-	-		-	-	.	0 . 0%	
CURBS
,....	"	24143	SY	1.43	34,524.49		.	-	.	.	-	.	
0.0%	
"	1221	SY	35.41	43,235.61		-	-	-	-	-	-	0,0%	
H/L RAMPS	28	SF	241.67	6,766.76		-	-	-	-	-	-	0.0%	
.AUAMAI;:,	420	SF	29.75	12,495.00		-	-	.	-	-	-	0.0%	
LUNLKI:: IE L'(LINUt::K \t:.A 4
SET)	
17	EA	
8 1.97	
1,393.49		-	
-	
-	.	-	-	

0.0%	
c"Till/lt:t<Ut.;K (/9 /!:> I NJ	24143	SY	10.53	254,225 .79		-	.	-	-	-	-	0.0%	
t-'KIMI::	24143	SY	0.62	14,968.66		-	-	.	-	-	-	0.0%	
1.5" SP-9.5 ASl"'HALT PAVING	24143	SY	10.28	248,190.04		-	-	-	-	-	-	0.0%	

Amelia Walk Community Development District	Amelia Walk, Phase 5

PERIOD FROM·	12/12/19	PERIOD TO·	01/15/20	,PPLICATION NO-.

FIVE (5)

Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED VALUE THIS PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
- ,7',-l GUKt:::i	45	EA	125,00	5,625.00		.	.	.	.		-	0 .0 %	
0- & ::; I KIPIN	1	LS	10,672.00	10,672.00		.	.	.	-		.	0.0%	
OA 7 " AFTER UC;;t:	50954	SY	0,50	25,477.00		-	.	.	-		-	0.0%	
... - •71"1C lJRt:::i::i NUN-
STRUCTURAL	
27996	
SY	
0.30	
8,3 98.80		
-	.	.	
-	
.	.	
0.0%	
TO TAL ROAD WAY CONS TRUC TION	1,009.136,70		.		-		.	-	0 .0 %	
								Less Previous Draws .............. .			
								Amou nt due this Draw... ..........	-		
													
::i l U KM -	-:!' ." -- - :> Y:> l t:M													
ISURVt:::Y & LA YUU I;:,	5144	LF	1.75	9,002.00		-	-	-	-		-	0.0%	
IDRAINAUE A;:.-BUIL I::;	5144	LF	1.25	6,430. 00		-	-	.	-			0.0%	
l::i I UHM IV & IN::i t-' t: G I IUN
-	5144	LF	2.85	14,660.40		-	-	.	-		-	0.0%	
- I IUN Ut:N::il I le<>	658	EA	28.70	18,884.60		-	-	.		-		0.0%	
IUt: vv A I t:R{6' UK DEEPER)	3424	LF	10.19	34,890.56		-	-	.		-	-	0 .0 %	
115" RCP (4-6)	64	LF	27.79	1.778.56		-	-	.		.	-	0.0%	
118" RCP (4-b)	216	LF	36.30	7,840.80		.	-	-		.	.	0.0%	
118 RGP (6-8)	32	LF	38.30	1,225.60		.	.	.		.	.	0.0%	
IL4 RGP \U-llJ	88	LF	47.86	4,211.68			.	-	-	.	.	0.0%	
124' RGP (4·6)	616	LF	49.86	30,713.76		-	.	-	-	.	-	0.0%	
IL4 KGP16·BJ	144	LF	51.86	7,467.84		-	-	-	.	.	.	0.0%	
124 KGP"(ll-11J/	176	LF	54.86	9,655.36		-	-		.	.	.	0.0%	
130	256	LF	64.13	16,417.28		-	.		.	.	.	0.0%	
;30· KGt-'(4-6)	120	LF	66.13	7,935 60		-	.			-	.	0.0%	
,jU RGP (6-8)	616	LF	68.13	41,968.08		-			-	.	-	0.0%	
,jb RGP (4-6)	360	LF	87.20	31,392.00		.	.	-	-	.	-	0.0%	
1-'0 RGP (6-8)	328	LF	89.20	29.257.60		.	-	-	.	-	.	0 .0%	
1,jt> RGP (B-10)	552	LF	92.20	50,894.40		.	-	-	.	-	-	0.0%	
142"KGP16:s)	112	LF	108.94	12.201.28				.	-	.		0,0%	
P!Z' KGP"(ll=TO]	344	LF	110.94	38,163.36		-	-	.	-	.		0.0%	
[48" KGt""{{F8)	728	LF	133.05	96,860.40		.	.	.	.			0.0%	
148" KCP (8-10)	184	LF	135.05	24,8 49.20		.	-	.	-			0.0%	
148" K\,;t' (10-12)	208	LF	137.05	28,506,40		.	-	.	.	.		0.0%	
lt'lt"'t:. LUBE (. 0117 PL::i. t't:r< 1
OF PIPE)	
60	EA	
37 .83	
2,269.80		
.	-	.		.	
.	
0 0%	
IPlt't:	_,rn	18	RLS	189.17	3,405.06		.	-	-		-	.	0.0%	
!SINGLE CURB INLEl (4-6)
(50,51,1,10,61,22)	
6	
EA	
3,898.91	
23,393.46		
.	-	
-		.	.	
0.0%	
!SINGLE CURB INLE 1 (6-8)
(5,6,27,3,4, 28,81)	
7	EA	
4,559. 01	
31,913.07		
.	.	
-	.	.	
.	
0.0%	
l::ilNGI:E"CURB INLt: I (B-10)
(71,12)	
2	EA	
5,720.96	
11,4 41.92		
.	-	-	
-	-	-	

0 .0 %	
!DOUBLE CURB lNLE 1 (4·6)
(11,2,20,21,30,31,40,60)	
8	
EA	
5,489.78	
43,918.24			-		-	-	-	
0,0%	
IDOUB[FCUR87N[E (o-8J
(24,70,8,80)	
4	EA	
6,775.23	
27,100.92		-	-	.	.	-	
.	
0,0',!,	

Amelia Walk Community Development District	Amelia Walk, Phase 5
PERIOD FROM·	12/12/19	PERIOD TO·	01/15/20  ,PPLICATION NO·	FIVE(5)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	INSTALLED QTY THIS PERIOD	INSTALLED
VALUE THIS PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED TO DATE	

TOTAL INSTALLED
& STORED VALUE	

%COMP	
JU' IOI c CURB INlEI (8-10)
(25)	
1	
EA	
9,2 02.29	
9,202 .29		-	-	
-	-	-	-	
0 . 0 %	
SIUKM	., I C (4-6) \00,00)	2	EA	2,620.59	5 , 241.18		-	-	-	-	-	-	0.0%	
STORM MANrl OLE (6-B)
(23 ,35,7)	
3	
EA	
4,841.83	
14,525.49		-	-	-		-	-	

0.0%	
S TORM  •	.,	1c (B-10)
(13,14)	
2	EA	
6 ,1 01 .27	
12 ,202 .5 4		
-	-	-	
-	
-	-	

0.0 %	
!CONTROL STRUCl UHi: \U-4)
(OS-W ET, CS-1)	
2	
EA	
3,5 1 9 .66	
7 ,039 .32		-	-	-	-		-	
0 .0%	
'CONT	ROL STRUC I URE (4-6)
(CS-2)	
1	
EA	
5,313 .96	
5 ,313. 96		
-	-	-	
-	-	-	
0.0%	
INVt:Ki'S	38	EA	328 .33	12 , 476.54		-	-	-	-	-	-	0.0%	
'15' PRECASl Mt:::, (S-vvt:T)	1	EA	779. 26	779.26		.	-	-	-	-	-	0 .0%	
'18 t-'RECASl Mt:::, (52)	1	EA	779.26	779.26		-	-	-		-	-	0.0%	

24" PRECAST MES (90,91,57,41)	
4	
EA	
1,051.51	
4,206.04			-	
-	-		-	
0.0%	
iJU 1-'KECASI Mt:S (L\:1,36 , ll L )	3	EA	1 ,6 20 .2 0	4,860.60		-	-	-	-	-	-	0.0%	
! Jo 1-'Kt:t,;A::, I Mt.S (JL ,62 , U )	3	EA	1 , 875 . 81	5,627 .43		-	-	-	-		-	0.0%	
1 41l	1-'lt't: Mt.::, (9,Lo)	2	EA	3,136.10	6,272.20		-	-	-	-	-	-	0.0%	
141l GIP APKUN (9,LO/	2	EA	3,000 . 0 0	6,000.00		-	-		-	-		0,0%	

57 STONE (FOR STRUCTURES )	
120	
TNS	
63.50	
7,620.00		-	
-		-	
-	-	
0.0%	
IMI S t,;	"	IV"' It:RIAL	1	LS	1,307.78	1,307.78		-			-	-	-	0.0 %	
IUNUt:KUKA	IN ::, I u t1::,	1120	LF	16.91	18,939 .20		-		-	-	-	-	0 ,0%	
I:>/ SiUNt.	300	TNS	63.50	19,050.0	0	-		-	.	-	-	0.0%	
IF ABRIC	4	RL	425.00	1,700.00		-	-	.	-	-	-	0.0%	
10 ENO CAP;:,	56	EA	24.51	1,372.56		-	.	-
-	-	-	-	0.0%	
S  I U K M   •	OA',E. SY;:, I t:.M				813,164.88		-	-			-	-	0,0%	
								Less Previou s Draws ... ....... ... ..			
								Amount due this Draw....... .... ..	-		
it'AVINu AS BUILTS													
11-'AVIN\.:i A::,::auTLTS	17461	LS	1.25	21,826.25		.		-		-	-	0.0%	
								Less Previous Draws ...... ........ .			
								Amount due this Draw...... ... •.. .	-		
													
WATER DISTRIBUTION													
1;:,uKvt:.Y & LA l'UUlS	9380	LF	1.75	16,415.00			-	-	-	-	-	0.0%	
f-LUSh , t:l I "°&: I1:S I	9380	LF	0.50	4,690.00		-	-	.	-	-
.	-	0 0%	
,...,_,.,. ,v I ION"& Ul:NSI I lt::::i	206	EA	28 , 70	5, 912.20		-	-	-	-		-	0.0%	
10 UHltl 1-'Vt;	2520	LF	24.22	61,034.40		-	-	-	-	-	-	0.0%	
B' UH1lrPVC	4800	LF	18.16	87,168.00		-	-	-	-	-	-	0 . 0 %	
10· UH1lrPVC	700	LF	12.71	8,897.00		-	-	-	-	-	-	0 . 0 %	
14' UK1B r--v	300	LF	10 .38	3 ,114 .00		-	-	-	-	.	.	0.0%	
IL' 1-'UL-Y l-'I1-'t.	10 60	LF	7. 76	8,225 .60		-	-		-	.	-	0.0%	
ILOCATE WIKt:	19	RL	230.78	4,384.82		-	-	.	.	-	-	0 .0%	
ILUCA TI:. WIKt: BOXES	19	24	273.61	5,198.59		-	-	-	-	-	-	0 .0%	

Amelia Walk Community Development District	Amelia Walk, Phase 5
PERIOD FROM·	12/12/19	PERIOD TO·	01/15/20	,PPLICATION NO·	FIVE (5)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL
UNIT COST	
TOTAL	STORED
QTYTO DATE	STORED VALUE TO DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS PERIOD	QTY INSTALLED
TO DATE	VALUE
INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

% COM P	
ICTJCAI I:: WIKI:: 11::::i I INb	9380	LF	0.15	1,407.00		.	.	.	.	.	-	0.0%	
110" BELL Kl::::i I KAIN I;::,	70	EA	219.10	15,337.00			.	.	-	-	-	0.0%	
18" BELL rsc:.:, I~•TS	108	EA	139 .66	15,083.28			-	.	-	-	-	0 .0%	
16 tlt:LL rsc:.:, I""" TS	16	EA	88.74	1,419.84			-	.	-	-	.	0.0%	
1 4" BELL r\C:.:> 1 ""'"' rs	8	EA	58.04	464.32		-	-	-	.	.	-	0.0%	
T TO EXIS I IN<.;, lU
WM W/ 10" MJ LONG SLEEVE	
1	EA	
1,837.64	
1,837.64		
.	.	
-	
.	
.	.	
0.0%	
,	T  TO EXIS I IN"1 8"'  VVM
WI 8" MJ LONG SLEEVE	
3	
EA	
1,525.89	
4,577.67		-		
.	
.	
.	
-	
0 ,0 %	
110" MJ bATE VALVt:	8	EA	2,066.82	16,534.56		.	.	.	.	-	.	0 ,0%	
1 8' MJ GAIi:: VALVt:	12	EA	1,364.02	16,368.24		.		.		.	.	0.0"/o	
16"7\IIJ bA I I::"v'AD7E	2	EA	1,006.17	2,012.34		.	.	.	.	.	.	0.0%	
IFLUSHINb HYDRANT	4	EA	1,710.29	6,841.16		.		.	.	-	.	0 .0%	
l::iAMPLE POINl	6	EA	280.78	1,684.68		.	.	.	.	.	.	0.0%	
'"'-	LJl I ....--T -. v .._,f \0 1\0
TEE)	2	EA	3,167.34	6,334.68		.	.	.	.	.	.	
0.0%	
TEE)	9	EA	3,373.16	30,358.44		.	.	.	.	.	.	0.0"/o	
lrlKt: HYDRANT ASST (WAO
TEE)	
4	
EA	
4,501.54	
18,006.16		.	.		.	.	.	
0.0%	
	8	EA	510.27	4,082.16		-	.	.	.	.	-	0.0%	
rro"l'JIJl1 :25 tll::NU	8	EA	507. 89	4,063.12		-	.	-	.	.	.	0.0%	
18 MJ 11.25 tll::NU	21	EA	361.17	7,584.57			-	.	.	-	.	0 . 0%	
16" MJ 11.25 tlt:NU	6	EA	308.86	1,853.16		-	-	.	-		-	0.0"/o	
110"X10' MJ TEE	1	EA	963.57	963,57		.	.	-	.		.	0.0%	
11 0' J\.O MJ TEE:	1	EA	845.87	845,87		.	.	.	.		.	0.0%	
10·x5· MJ r 1::1::	2	EA	686.46	1,372.92		-	-	.	-	-	-	0.0%	
1o"X6 MJ r 1::1::	1	EA	64,3 66	643.66		.	-	-	.	-	.	0.0%	
10"XB 71/rJ Hl::UUl.,l::H	1	EA	427.04	427.04		-	.	.	.	-	.	0 .0 %	
1t1··M   MJ	'"'	2	EA	330 . 26	660.52		.	.	-
.	.	.	.	0 .0%	
111··,._4  MJ	'"'	1	EA	319.56	319.56		.				.	.	0.0%	
16' x4' MJ	""	1	EA	287.46	287.46		.	.	.	.	.	-	0 0 %	
18' MJ PLUG	1	EA	201.02	201.02		.	.	.	-	.	-	0 . 0 %	
16"X2 1 Al'"""C7W	2	EA	166.54	333.08		.	-	.	.	-	-	0 .0 %	
14"X2 f"AP"""C7W	2	EA	146.33	292,66		.	.	.	-	.
.	-	0 .0 %	
l::ilNGLE ::iHUK I .:,c:rsv11..,c:.:,	121	EA	516.28	62,469.88		.	.	-	-		.	0.0%	
1::ilNGLE LONG """' cv11.,t:;::,	10	EA	555.54	5,555.40		.	-	.	-	.	.	0.0%	
IULlUBLE LONG SEKv11.,t:;::,	31	EA	1,165.44	36,128.64		.	.		.	-	.	0 . 0%	
TOTAL WATER DISTRIBUTION			471,390.91		.		-		.	-	0.0"/o	
								Less Previous  Draws .•. .• .•	• .•,			
								Amount due this Draw..... .... ....	-		

Amelia Walk Community Development District	Amelia Walk, Phase 5
PERIOD FROM:	12/12/19	PERIOD TO·	01/15/20	,PPLICATION NO·	FIV E (S)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT
COST	
TOTAL	STORED QTYTO
DATE	STORED
VALUETO DATE	INSTALLED QTY THIS
PERIOD	INSTALLED VALUE THIS PERIOD	QTY INSTALLED TO DATE	VALUE INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
													
SANITARY SEWER						-	-	-	-	-	-		
.:,u"vcY lie LA ,uu I::,	8428	LF	1.75	14,749 .00		-	4,600	8,05 0.00	5,100	8,925.00	8,925	.00	60.5%	
lvCYYC" IV lie 11svrc1.., 1 IUN	8428		2.85	24,0 19.80		-			-	-		O. Oo/o	
-	I IUN & Ut:N-:,1 111::5	734	EA	28 .70	21,065 .80		-	310	8 ,89 7.00	350	10 ,045.00	10,045 . 00	47.7%	
Ut:VVf-\ 11:K (l:f U" UCt:t '-" }	6104	LF	9.89	60 ,368 .56	1504	586.56	4,100	40,54 9.00	4,600	45,494.00	46,08 0.56	76.3%	
0   i:>U"-LO rv	\V-<+/	308	LF	15 .04	4,632 .32	202	1,018.08	106	1,59 4.24	106	1,5 94.24	2,612 . 32	S6.4 %	
10 ::>UKLO rv	\'+-0/	2016	LF	17.04	34, 352 .64	1835	9,2 48.40	181	3,08 4 .24	181	3,08 4.24	12 ,33 2.64	35,9%	
ltl -:,UKLO l"VC,; (6-8)	2408	LF	19 .04	45,8 48.32	1208	6,088.32	1,2 0 0	22,848.00	1 ,20 0	22,8 48.00	28,93 6 .32	63.1%	
Ill " ;:,u",:o l"VG (ll-lUJ	1806	LF	22.04	39,804.24	15 07	7,5 95.28	299	6,58 9.96	299	6,589.96	14 ,185.24	35.6%	
Ill" -:,U"LO ,--y1., (10-12)	924	LF	24 .04	22,2 12.96		-	924	22,212.96	924	22,212..96	22,2 12.96	100.0%	
11:S ::>UK2b rv	(12-14)	896	LF	27.04	24,227. 84		-	896	24,227.84	896	24,22 7.84	24,22 7.84	100.0%	
Its· ::.UK 2 br v (l't-10/	70	LF	29.04	2,032 .80		-			70	2 ,032 .80	2,032.80	100.0%	
M .• .. ! '-'!...= (U-'1)
(1, 7,12,19,20 ,50,59,69 )	
8	EA	
3 ,212 .66	
25,701.28		-	
2	
6,425.32	
2	
6,425.32	
6,425.32	
25.0%	
1' IVl1'1•HULt \'t-0}
(2 .3,4,8 ,13 ,51, 52 ,53,55 ,56,6 0 ,6 1 )	
12	
EA	
3,608.82	
43,305.84	
6	
13,85 2.92	
2	
7,2 17.64	
2	
7,217. 64	
21 ,070.56	
48.7%	
f-\ IVlf-\NHULI: (O-d)
(5,6,9,11,54,57,62)	
7	
EA	
4,324 .80	
30,273.60	
1	
2,824.80	
3	
12 ,9 74.40	
3	
12,974.40	
15,799.20	
52.2%	
f-\ IVlANHOLE (tl- l U)
(15 ,16 ,58,65 ,70)	
5	
EA	
5,184.77	
25,923 .85	
2	
6,769.54	
2	
10,36 9 .54	
2	
10,369 .54	
17,139.08	
66,1%	
f-\ IVlf-\NHULt (1 u- IL} \0"+,00 /	2	EA	5,923 .60	11 ,8 47.20	1	3,723 .6 0	-	-	-		3,723 .60	31.4%	
" 1V1f-\1,HULt (12-14) (0/,ooJ	2	EA	6 ,688 .46	13 ,3 76.92		-	-	-	-			0.0%	
" 1v11-u,HULt (14 -10) \l /)	1	EA	a,143 .13	8,143.13		-	-	-	1	8 ,1 43.13	8,143 .13	100.0%	
ti IVll'W4HULt (0-tl) \l U,14)	2	EA	4 , 975	.39	9,950 .78		-	2	9,9 50.78	2	9,950.78	9,95 0 .78	100.0%	
D IVIM1'4HULt: (i:S-lU) (/1)	1	EA	5,38 4.77	5,384.77	1	3, 3 84.77	-	-	-	.	3,384.77	62 .9%	
' D IVlf-\NHULI:: (10-12) \0-'J	1	EA	6 ,023.6	0	6 , 0 23.60	1	3,7 23 .60	-	-	-	-	3 ,723 .60	61.8%	
D IVlf-\NHULI: (12·14) \[I , I <!)	2	EA	7,520	. 8 1	15, 041 .62		-	2	15,041-62	2	15,041.62	15,04 1.62	100.0%	
ILINl:U f-\ IVlf-\NHULI: (14-16)
(18)	
1	EA	
14,1 43 .46	
14,143.46		-		-	
1	
14,14 3 .46	
14,143.46	
100.0%	
157::>IUNt	80	TNS	63.50	5,08 0.00	34	1 ,81 9.00	26	1,651.00	30	1,905.00	3,724 .00	73.3%	
IP"t:vf-\::> I 11,vc"I;:,	37	EA	268 .89	9 , 948.93	12	1,426.68	15	4,033 .35	17	4,571.13	5,997.81	60.3%	
16" & 8" t:IUU I-:,	97	EA	203 .43	19 ,732 ,7 1	24	2,482.32	34	6,916 .62	39	7,933 .77	10,4 16.09	52.8%	
..	_•!...!:: ALJJUS I 1v1cn 1-:,	37	EA	4 38 .33	16 ,218. 2 1		-	-			-	-	0.0%	
18" u"u...- t:IUV\/LS	6	EA	979 .12	5,8 74.72		-	-		-	-	-	0.0%	
16" :5t:"v'l\.,t:.:, & r-1 I I INu->	193	EA	447 .36	86 ,3 40.48	115	22,696.40	78	34,894 .08	78	34,89 4.08	57,590.48	66.7%	
TOTAL SANITARY SEWER				645 ,6 25.38		87 ,240 .27		247,527.59	-	280	,623 .91	367 ,864 . 18	57.0%	
								Less Previous Draws ...............	114, 37 1.04		
								Amount due this Draw.............	253.493 .14		
											-		

Amelia Walk  Community Development District	Amelia Walk, Phase 5
PERIOD FROM:	12/12/19	PERIOD TO:	01115120	,PPLICATION NO·	FIVE (5)
Bid Date 07/12/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	INSTALLED
QTYTHlS PERIOD	INSTALLED VALUE THIS
PERIOD	QTY INSTALLED
TO DATE	VALUE
INSTALLED TO DATE	
TOTAL INSTALLED
& STORED VALUE	

%COMP	
JEA SANITARY SEWER LIFT
STATION													
,;::,u " v c:, & LAT uu 1;::,	1260	LF	1.75	2,205.00		.	.	-	.	.	.	0 .0 %	
I-LUSH , tiJ & 11::::,1	1260	LF	0.50	630.00		.	-	.
.	.		.
.	0.0%	
... _ I IUN & Ut:N;::,1 I 1c:v	24	EA	28 .70	688 .80		.	-		-	-		0.0%	
6"" UMC 18 t'VL,	1260	LF	12.71	1 6,014.60	1260	5,934.60	-	.	-		5,9 34.60	37.1%	
LU\.,A It: v'VIKt:	3	RL	230 .78	692 .34		.	-	.	-	-	-	0.0%	
LU \.,A I t: VVJrlcC tlUJ<,t:;::,	3	EA	273.61	820.83		.	-	.	-	-	-	0.0%	
LO(;A It: WIK!::. I 1::::, JING	1260	LF	0.75	945 .00		.		.		-		0.0%	
6"' l::ll::.LL """"' J "'°'"' I;::,	15	EA	88.74	1,331.10	15	731.10	-	.	-	.	731 .10	54.9%	
I I U t: J<,- 1:f ' f-.M . VV/0
LONG SLEEVE	
1	
EA	
1,547 .29	
1,547.29	
1	
247.29	.	-		-	
247 .29	
16.0%	
;tf MJ U tlt:NU	2	EA	426.56	853.12	2	523.12	.	-	-	.	523.12	61.3%	
6" MJ 4!> tlt:NU	4	EA	414 .67	1 ,658 .68	4	998 ,68	.	-	-	.	998.68	60.2%	
SUKVl::.T & LAYuu 1;::,	1	LS	5,000.00	5,000 .00		-		-	1	2,500.00	2,500.00	50.0%	
v  -	_ I JUN & ui::1,-,, I IC:v	90	EA	28.70	2,583.00		-			90	2,583.00	2,583.00	100.0%	
Ut:Vvn I"-"	300	LF	54.72	16,416.00		-		-	300	16,416.00	16,416.00	100.0%	
::,1 ;::,1ul'II::.	20	TNS	6350	1,270.00		.			20	1,270.00	1,270.00	100.0%	
VVt: I v'Vl::.LL • Lit- I SI A I JUN	1	EA	59,853.47	59,853 .47		-			1	59,853.47	59,853.47	100.0%	
·-- _ .. "'...u.!.. SUl::l	1	LS	327,800.00	327,800 .00		-		-	.	-	-	0 . 0 %	
v .• " .. -· - c:"" IUK	10	HRS	1,000 .00	10.000.00				-	10	10,000.00	10,000.00	100.0%	
I Kt:NL,H BOX	1	EA	500.00	500.00				-	1	500.00	500.00	100.0%	
Lit- I ;::, I 1-\. vvtt I l:K c,c:" v l \.,t:	1	EA	1,050.79	1,050.79			-	-	.	-	-	0.0%	
TOTAL JEA SANITARY SEWER LIFT STATION		451,860 .02		8,434.79	-	-	.	93 ,122.47	101,557.26	22.5%	
								Less Previous Draws ...............	93,122.47		
								Amount due this Draw... ... .......	8,434.79		
										.	-		
WATER & SEWER AS-BUilTS										-	-		
vvtt 11:K nv•tlUIL I;::,	9380	LF	1.25	11,725.00		-		-	-	-	-	0.0%	
t-UK\.,E::MAIN AS -BUil t-,	1260	LF	1. 25	1,575.00		.		-	-	-	-	0 .0%	
;::,i::vvl:.K AS-1::lUIL 1;::,	8428	LF	1.25	10,535.00		-		-	.	-	-	0 .0 %	
Lit- J  :SI A I JUN A:S-1:SUI  L I :S	1	LS	3,500.00	3,500 . 00		.	0.4	1,400.00	0	1,400.00	1,400.00	40.0%	
J u J AL A:Sl:iUIL J .:,				27 ,335 .00		-	.	1,400 .00	.	1,400.00	1,400.00	5.1%	
								Less Previous Draws .... .. ... . .....			
								Amount due this Draw... ..........	1,400.00		
													
IRRIGATION SLEEVES AND ELECTRICAL CONDUIT													
o SCH-40 rv1., ;::,Lt:t:VI:	500	LF	13.00	6,500.00		-	.		.	.	-	0.0%	
4   ;::,L,H-4U rv	:SLl:t:VI:	500	LF	10.00	5,000.00		.	-	-	-	-	.	O. Oo/,	
.:, :S\.,H-4Ur V :SLl:.t:vc:	250	LF	9.00	2,250.00		.	.	-	-	.	.	0.0%	
<!. ::.· :S\.,H·4U rv	:SLl:l:.vc:	250	LF	8.00	2,000.00		-	.	.		.	.	0.0%	
TOTAL IRRIGATION SLEEVES AND ELECTRICAL		15,750.00		-	"	.		-	-	0.()%	
								Less Previous Draws ...............			
								Amount due this Draw.. ........ ...	.		

Amelia Walk Community Development District	Amelia Walk, Phase 5

Bid Date 07112/19	SCHEDULE OF VALUES		

DESCRIPTION	
QTY.	
U/M	TOTAL UNIT COST	
TOTAL	STORED QTYTO DATE	STORED VALUE TO DATE	
INSTALLED QTY THIS
PERIOD	
INSTALLED
VALUE THIS PERIOD	
QTY INSTALLED
TO DATE	
VALUE INSTALLED
TO DATE	
TOTAL INSTALLED & STORED VALUE	

%COMP	
												
LOT GRADING													
iUt.l'l;:,II Y It:;:,I ING	193	EA	28.70	5,539.10			60	1,722.00	190	5,453.00	5,453.00	98.4%	
·KULi UK	2	EA	275.00	550.00		.		.	2	550.00	550.00	100.0%	
STATION BALANCE	
9666	
CY	
2.40	
23,198 .40		.		
.	
9,6 66	
23,1 98.40	
23,1 98.40	
100.0%	
SPREAD & COMPACT STATION
BALANCE	
9666	
CY	
0.60	
5, 799.60		
.		.	
9,666	
5,799.60	
5,799.60	

100.0%	
">t'KEAD & COMPACl t'UNU
CUT TO SITE FILLS	
53921	
CY	
0.60	
32,352.60		.		.	
53,921	
32,352.60	
32,352.60	
100.0%	
::;t-'KEAD & LUMt'AL I t'UNU
CUT TO LOTS	
228813	
CY	
0,60	
137,287.80		.		.	
172,5 99	
103,5 59.40	
103,559 .40	
75.4%	
:::it'KEAff& LUIVlt'AL I t'UNU
CUT TO LOT PADS	
37672	
CY	
0.60	
22 ,603 .20		
.		
.	
37,672	
22,603.20	
22,603.20	
1 00.0%	
!PUSH s I -' :---::..E	56214	SY	0.60	33,728.40		.	19,214	11.528.40	56,21 4	33,728.40	33,728.40	100.0%	
·-	,_ UKt.SS RIGHI Ut-
WAY	
26811	
SY	
0.30	
8,043.30		
.	
.	.	.	.		
0.0%	
,..u-w ,,,._ UHt.SS LUIS
-	229384	SY	0.30	68 ,8 15.20		-	76,000	22,800.00	76,000	22,800.00	22,8 00.00	33.1%	
ITOTAL LOl •				337 ,917.60		.	.	36,050.40	.	250 ,0 44.60	250,044.60	74.0%	
								Less Previous Draws ......... .... ..	213 ,994.20		
								Amount due this Draw.............	36,050.40		
lt'  A   TM  t=N ·I   &	•-ut'	,t:
BOND													
1 1:lUNU	1	LS	5 1,500.00	51,500.00		-		-	1	51,500 .00	51,500.00	100.0%	
								Less Previous Draws .......... .....	51,500 .00		
								Amount due this Draw...... .......	.		

TOTAL				5,549,119.04				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	2,094,3 05.58	
									209,430.56	
									1,884 ,8 75.02	
									1 ,552,1 65.04	
									332 ,709.99	

PERIOD FROM·	12/12/19	PERIOD TO·	01/15/20	,PPLICATION NO·	FIVE (S)

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 5

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	$	332,709.99 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	$	332,709.99 , 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	15TH	day of	JANUARY , 2020.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI Signature:	2?C 2?t;:_,

Date Executed:

01/15/20

State of Florida County of Baker

Subscribed and sworn before me this

Notary Public
My Commission Expires:
County of Residence:	Bradford

15TH	day of	JANUARY , 202 0.

REQUISITION

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

The undersigned , a Responsible Officer of Amelia Walle Community Development District (the "District') hereby submits the following requisition for disbursement under and pursuant to the terms of the Mastet Trust Indenture from the District to US Bank National Association, as trustee (the "Trustee"), dated as of June I , 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 tenn in the Indenture):

Requisition Number: 39

Name of Payee: Earthworks of Florida

Amount Payable: $ 55,097 .73

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 ofl ssuance, 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 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 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:	 -----=----=------==------	

Responsible Officer

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

lf 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 repo11 shall have been amended or modified on the date hereof.

Consulting Engineer January 20, 2020

44974735;!

 APPLICATION AND CERTIFICATE FOR PAYMENT	

TO(OWNER}:
Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092

FROM (CONTRACTOR): EARTHWORKS OF FLORIDA, LLC 11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063
904-653-2800

PROJECT: Amelia Walk, Phase 4A and 4B
Amelia Concourse Nassau County Florida

ENGINEER: Mccranie & Associates
301 Centre Street, Suite 200 Fernandina Beach, FL 32034

APPLICATION NO:

PERIOD FROM:
PERIOD TO:

PROJECT NO:
SUBSTANTIAL COMPLETION DATE: CONTRACT DATE:

Sixteen (16)

11/12/19
12/12/19 (12/25/19)

10/5/2018

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDmONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00

2,265.50	

2,521.75	
NUMBER	DATE APPROVED			
CO#l CO#2 CO#3				
TOTALS	105 305.50	2 521.75	
NET CHANGE BY CHANGE ORDERS	102,783.75	

1. ORIGINAL CONTRACT SUM.... ............ ......... .......................

2. NET CHANGE BY CHANGE ORDERS.....................................

3. CONTRACT SUM TO DATE (LINE 1 & 2)........................ ....

$	5,595,640.85
$	102,783.75
$	5,698,42 4.60

4. TOTAL COMPLETED & STORED TO DATE..........................	5,685,174.59

RETAINAGE:
a. 5% OF COMPLETED WORK...................	284,258.73

b.  5% OF STORED MATERIAL...................	 $	

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR

TOTAL RETAINAGE (LINE Sa+ Sb).................... ..............................

6. TOTAL EARNED LESS RETAINAGE ........... ......................................

LESS PREVIOUS CERTIFICATES FOR PAYMENT... ................

   $	284,258.73
$	5,400,915.87
$	5,214,774.89

WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMENT SHOWN HEREIN IS NOW DUE.

8.CURRENT PAYMENT DUE...........................................	.... ........ .. .	$	186,140.98

9. BALANCE TO FINISH, PLUS RETAINAGE .............................	 $	297,508.73

2 •

,l

-S _A_TE_O_F_:-FL_O_Rl_D_A

C_OU_N_TY_O_F_:-B-AK_E_R-------- -.,-,._--=R.	,Ol¼IN!.VNNSIAITM

SUBSCRIBED AND SWORN TO BEFORE ME THIS 12th OF DECEMBER, 2019

,,,. :.·"<',to*.

Com-o:"r"l"o' n#GG1492908226

 	:jj	

12/12/19

IN ACCORDANCE WITH THE CONTRACT DOCUMNETS, BASED ON ON-SITE

/7../	.   -4'	c_	L2.L_	•	ExpiP0s Januar/ 5
NOTARYPUBUC:	/	e,,o-:._.· .,<.	CJ	'(hNB Notarf
MY COMMISSION EXPIRES :	 o,N 
$186,140.98 Total

AMOUNT CERTIFIED ........................................1..,     ..    . ...    ..    ..   $ '-------

OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

$131,043.25 - Phase 4A
$ 55,097.73 - Phase 4B

1/20/20

ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENffiLED TO PAYMENT OF THE AMOUNT CERTIFIED

 ENGINEER:		DATE:	
THIS CERTIFICATE IS NOT NEGOTIABLE. THE AMOUNT CERTIFIED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOUT PREJUDICE TO ANY RIGHTS OF THE OWNER AND CONTRACTOR UNDER THIS CONTRACT.

Amelia Walk Community Development District 475 West Town Place, Suite 114
St. Augustine, FL 32092

APPUCATION  NUMBER :
PERIOD FROM: PERIOD TO :	

Sixteen (16) 11/12/19
12/12/19	CONTRACTOR EARTHWORKS OF FLORIDA, LLC
11932 North State Road 121
Macclenny, Florida 32063 Project :	Amelia Walk, Phase 4A and 4B	
I	I			

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

5%	RETAINAGE TO DATE

5%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBIUZATION AND SITE PREPARATION	
59,478. 10	
58,588.10	
890.00		
59,478.10	
100%	
-	
44.50	
2,973.91	
CLEARING AND GRUBBI NG	199,733.00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
226,411.76	
3,465.81		
229,877.57	
100%	
-	
173.29	
11,493.88	
EROSION AND SEDIMENT
CONTROL	
47,234 .45	
47,234.45	-		
47,234.45	
100%	
0.00	-	
2,361.72	
STORMWATER POLLUTION
PREVENTION PLAN	
13, 188.88	
13,188.88	
-		
13,188.88	
100%	
-	
-	
659.44	
STORMWATER MANAGEMENT
FACI U1Y CONSTRUCTION	
730 , 804.42	
730,804.4 2	-		
730,804.42	
100%	
-	
-	
36,540.22	
ROADWAY CONSTRUCTION	1,249, 525.28	1,070,508.72	179,016.56		1,249,525.28	100%	-	8,950 .83	62,476.26	
STORM DRAINAGE SYSTEM	771 ,361.57	7 71,361. 57	-		771,361.57	100%	0.00	-	38,568.08	
PAVI NG AND DRAINAGE AS-BUILTS	31,310.00	22,810.00	8,500.00		31,310.00	100%	-	425 . 00	1,5 65 . 50	

JEA WATER DISTRIBUTION SYSTEM	
584, 214.67	
584,214.67	-		
584, 214.67	
100%	-	
-	
29,210	
.73	
JEA SANITARY SEWER SYSTEM	758,249.64	758,249.64	-		758,249.64	100%	0.00	-	37,912.48	
JEA SANITARY SEWER UFT
STATION SYSTEM	
428,146. 77	
428,146.77	
-		
428,146.77	
100%	
-	-	
21,407.34	
WATER AND SEWER AS-BUILTS	30,692.50	28,892.50	1,800.00		30,692.50	100%	-	90.00	1,534.63	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
2,500.00	
-		
2,500.00	
16%	
13,250.00	-	
125.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	19,647.60	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122 .00	
-		
53, 122.00	
100%	
-	
-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AMT	5,595,640.85	5,388,718.47	193,672.37	-	5,582,390.84	99.76%	13,250.01	9,683.62	279,119.54	
								-		
CO#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103,040.00	100%	-	-	5,152.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)	( 2,521.75)	-		(2,521.75)	100%	-	-	(12 6.09 )	
CO#3 SILT FENCE	2,265.50		2,265.50		2,265.50	100%	-	113.28	113.28	
										
TOTAL CONTRACT	5,698 ,42 4.60	5,489,236.72	195,937.87	-	5,685,174.59	99.77%	13,250.01	9,796.89	284,258.73	

BIO DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
...	•n IIUN ANU ::,111:													

PREPARATION													
M OBLIZATION	1	LS	10,000 .00	10,000 .00		.	-	.	1	10,000 .00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299 .50	15 , 299 .50		-		-	1	15,299 . 50	15,299.50	100.0%	
SURVEY & LAYOUTS 4B	1	LS	11,200.00	11,200.00		.		-	1	11,200 .00	11,200 .00	100.0%	
ASBUI L TS 4A	1	LS	8,900 .00	8 ,900.00		-	0.1	890 .00	1.0	8,900.00	8,900 .00	100 ,0 %	
ASBUILTS 48	1	LS	5,000.00	5,000.00		-		-	1 .0	5 ,000.00	5,000 .00	100 0%	
DENSITY TESTING 4A & 4B	278	EA	28.70	7,978.60		-		-	278	7,978.60	7,978.6 0	100 ,0 %	
lt-'ROCTOR	4	EA	275.00	1,100.00		-		-	4	1,100.00	1,100.00	100.0%	
IUIAL •••	,I IUN ANU :>I 11:
PREPARATION				
59,478 .10		-		
890 .00		
59,478.10	
59,478.10	
100.0%	
								Less Previous Draws ... .. ..........	58 ,588 .10		
								Amount due this Draw.......... . ..	890 .00		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4,000.00	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4,000.00	20,280.00		-		-	5.07	20,280.00	20,280.00	100.0%	
STRIP 4A	40184	CY	1.50	60,276.00		.		-	40 ,184	60 ,276.00	60 ,276.00	100 .0%	
ISi t<II-' 'It)	11718	CY	1.50	17,577.00		-		-	1 1 ,718	17 ,577.00	17,577 .00	100 .0 %	
11 U  f AL ,.., r-•     ,.,,_ ANDGRUtstslNu				199 ,733 .00		-		-		199 ,733.00	199,733.00	100.0%	
								Less Previous Draws ...... .... ... ..	199,733.00		
								Amount due this Draw..... ...... ..	.		

:Sl::1::Ull'IU ANU MULc;HJNG ANU :SUU													
SOD BERINUCURB 1.67'	2524	SY	2.91	7.344.84		.	1,191	3,465.81	2,524	7,344.84	7,344.84	100.0%	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04		-		-	16,944	49,307.04	49,307.04	100,0 %	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		.		-	21 ,13 6	11 ,836 .16	11,8 36.1 6	10 0.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-		-	20,420	11,435.20	11,435.20	1000%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28		-		-	181 , 8 1 3	101,815.28	101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104.97		-		-	1.067	3,104.97	3,104.97	100.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		.		-	8,061	4,514.16	4,514.16	100.0%	
SEED & MULCH ROW	8183	SY	0.56	4,582.48		-		-	8,183	4,582.48	4,582.48	100.0%	
ISl=l=IJ & MULCH LOTS	64174	SY	0.56	35,937.44		-		-	64 ,174	35,937.44	35.937.44	100.0%	
I U I AL Sl=l=Ulr'lG ANIJ MULCHINt;; ANU
SOD				
229,877.57		-		
3,465.81		
229.877.57	
229,877.57	
100.0%	
								Less Previous Draws ......... .... ..	226,411.76		
								Amount due this Draw........... ..	3,465 .81		

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100 0%	
SILT FENCING 4B	6800	LF	1.97	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		-		-	
1 . 0	
2,951 . 11	
2 ,951.11	
1 0 0 . 0 %	
MAIN I t: •n•u_: Ut' {.;UN I KU{.; 1 IUN
ENTRANCE48	
1	
EA	
2,951.11	
2,951.11		-		-	
1	
2,951.11	
2,951.11	
100.0%	
I U I AL t: U.:>IUN ANU .:>t:UIIVIC:N I
CONTROL				
47,234.45				-		
47,234.45	
47,234.45	
100 .0%	
								Less Previous Draws ...............	47,234.45		
								Amount due this Draw.............	-		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
Nt'UI:: r'l::KMI I "lt:l	1	LS	6,594.44	6,594.44		-		-	1	6 , 594.44	6,594.44	100 .0%	
I VI  AL	I V IVIYVA I t: t'ULLU I IUN
PREVENTION PLAN				
13,188.88		-		-		
1 3,188.88	
13,188.88	
100.0%	
								Less Previous Draws ..... ....... ...	13,188.88		
								Amount due this Draw ......... ....	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 48	

14935	

CY	

2.40	

35,844.00		
-		
-	

14,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
2.40	
60,597.60		-		
"	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
2.40	
1,144.80		-		
-	
477	
1,144.80	
1,144.80	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		
-		-	
10,223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS4A	
88708	
CY	
2.40	
212,899.20		-		-	
88,708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS 4A	
62685	
CY	
2.40	
150,444.00		
-		
-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT  TO NON-STRUCTURALAREAS 4A	
3914	
CY	
2.40	
9,393.60		-		-	
3,914	
9,393.60	
,9 393.60	
100.0%	

PROJECT:  AMELIA  WALK  PH 4A & 48	PERIOD FROM:	11/12/19 PERIOD TO:	12112/19	APPLICATION NO:	Sixteen (16)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
2.40	
99,758.40		
-		
-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5,596.80		
-		-	
2,33 2	
5,596.80	
5,596.80	

100.0%	
EXCAVATE FROM POND14 4B MOVE
DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY	
2.40	
4,992.00		-		
-	
2,080	
4,992.00	
4,992.00	
100.0%	
STATION BALANCE 4B	7732	CY	2.40	18,556.80		-		-	7,732	18,556.80	18,556.80	100.0%	
DEWATER4A	253156	CY	0.25	64,131.50		-		-	2 53,156	64,131.50	64,131.50	100,0 %	
DEWATER 48	11718	CY	0.24	2,812.32		-		-	11,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		.		
-	
1,082	
2,596.80	
2,596.80	

100.0%	
PAVING AREA EXCESS MOVE DIRT TO SIDEWALKS 48	
56	
CY	
2.40	
134.40		-		
-	
56	
134.4 0	
134.40	

100.0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		
-		-	
113	
271.20	
271.20	

100.0%	
SPREAD & COMPACT STATION
BALANCE4B	
7732	
CY	
0.60	
4,639.20		
-		-	
7,732	
4,639.20	
4,639.20	

100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	
2050	
CY	
0.60	
1,230.00		-		
-	
2,050	
1,230.00	
1,230.00	

100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 48	
1251	
CY	
0.60	
750.60		-		
-	
1,251	
750.60	
750.60	
100,0 %	
MACHINE DRESS NON-STRUCTURAL
4B	
8061	
SY	
0.32	
2,579.52		-		-	
8,061	
2,579.52	
2,579.52	
1000%	
IMACRINEURESSI.U I 48	64174	SY	0.32	20,535.68		-		-	64,174	20,535.68	20,535.68	1000%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804.42		
-		
-		

730,804 .4 2	

730,804.42	

100 .0%	
								less Previous Draws ....... .... ....	730,804.42		
								Amount due this Draw.. ... ........	0.00		
													
,	CONSfRUCIIUN													
!STATION BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION
BALANCE 4A	
11456	
CY	
0.60	
6,873.60		
-		-	
11,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		
-		
-	
17,681	
10,608.60	
10,608.60	
100 0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	40 ,2 40	20,120.00	20.120.00	100.0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	20,420	6,126.00	6,126.00	100.0%	
MACHINE DRESS NON-STRUCTURAL
4A	
21136	
SY	
0.30	
6,340.80		-		
-	
21,136	
6,340.80	
6,340.80	
1000%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10,166.40		-		-	16,944	10,166.40	10,166.40	100 0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	181,813	54,543.90	54,543.90	100 0%	
REGRADE AFTER UGE 48	16498	SY	0.50	8,249.00		-		-	16,498	8,249.00	8,249.00	100.0%	
MACHINE DRESS RIGHT OF WAY 48	8183	SY	0.30	2.454.90		-		-	8,183	2,454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22,500.00	22,500.00		-		-	1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594 .44	1,594.44		-		-	1	1,594.44	1,594.44	100.0 %	
DENSITIES	96	EA	28.70	©	,3	-		-	96	2,755.20	2,7 55.20	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE D QTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550.00		"		-	2	550 .00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032 ,50	8,032 .50	100.0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	4.30	91,658.80		-		-	21,316	91,658.80	91,658.80	100.0%	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	13 ,600	8 ,840 .00	8 ,840 .00	100.0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	13,600	127,160.00	127,160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		-	18,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-	428	14 ,830 .20	1 ,228	42 ,550.20	42 ,550.20	100.0%	
H/C RAMPS	18	SF	345.00	6,210.00		-	18	6,210.00	18	6,210.00	6.210.00	100.0%	
ADA MATS	270	SF	35.46	9,574.20		-	270	9,574.20	270	9,574.20	9,574.20	100.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125.00	1,875.00		-		-	15	1,875 .00	1 ,875 .00	100.0%	
6" LIMER OCK (6050 TN)	18293	SY	11.03	201,771.79		-		-	18 , 293	201 , 77 1.79	201 , 771 . 79	1 00.0%	
PRIME	18293	SY	0.62	11,341 .66		-		-	18 ,293	11,341.66	11,341.66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		-	14,074	142,710.36	18,293	185,491.02	185,491 .02	100 .0%	
ASPHALT CORES	35	EA	125.00	4,375.00		-	25	3,125 .00	35	4,375.00	4,375.00	100.0%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00		-	0.4	2,566 .80	1.0	6,417.00	6,417.00	100.0%	
SURVEY & LAYOUT	1	LS	9,500 .00	9,500 . 00		-		-	1	9 ,500 .00	9 ,500 .00	1 00 .0 %	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	28.70	1,033.20		-		-	36	1,033.20	1,03 3.20	100 .0%	
PROCTOR	2	EA	275.00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	10	EA	297.50	2,975.00		-		-	10	2,975 .00	2 ,975 .00	100 .0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	9,055	51,613.50	51 ,613.50	100.0%	
GRADE CURB PAD	5750	LF	0.65	3,737.50		-		-	5,750	3,737 .50	3,737 .50	100 .0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	5,750	53,762 .50	53,762 .50	100.0%	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11,047.60		-		-	7,780	11,047.60	11,047.60	100.0%	
SIDEWALK	536	SY	34.65	18,572.40		-		-	536	18 ,572.40	18 ,572.40	100 .0%	
H/C RAMPS	11	EA	345.00	3,795.00		-		-	11	3 ,795 .00	3,795.00	100.0%	
ADA MATS	165	SF	35.46	5,850.90		-		-	165	5,850 .90	5 ,850 .90	100 . 0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	125.00	875.00		-		-	7	875 . 00	875 . 00	1000%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.60		-		-	7 ,780	87 ,291 .60	8 7, 291 .60	1000%	
PRIME	7780	SY	0.62	4,823 .60		-		-	7,780	4,823.60	4,823.60	100.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	7 , 780	80,989 . 80	80 , 989 . 80	1 00.0%	
A::;t-'HAL I GUKI::::;	15	EA	125.00	1,875.00		-		-	1 5	1, 875 . 00	1 ,875 .00	100.0%	
I U I AL KUAUVV/-\ Y l,;U1 ;:, I KUl,; I IUN				1,249,525.28		
"		179,016.56		1,249,525.28	1,249,525.28	1000%	
								Less Previous Draws ...............	1,070,508.72		
								Amount due this Draw.............	179,016.56		

Page4 of 13

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
													
<>Iun.m	,t <>1;;:,ItM													
:::;URVEY & LAYUUT::;	4128	LF	1.65	6,811.20		.		-	4,128	6,811.20	6,811.20	100.0%	
STOR M TV & INSP ECTION	4128	LF	2.85	11,764.80		.		.	4,128	11,764.80	11,764.80	100.0%	
COMPACTION & DENSITIES	570	EA	28.70	16,359.00		-		.	570	16,359.00	16,359.00	100.0%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-		.	2 ,984	38,046.00	38,046.00	100.0%	
18" RCP (4-6)	256	LF	34.87	8,926 .72		.		.	256	8,926.72	8,926 .72	100.0%	
18" RCP (6-8)	352	LF	36.87	12,978.24		.		-	352	12 , 978 .24	12 ,97 8.24	100.0%	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	LF	
56.78	
17,715.36		
.		.	
312	
17,715.36	
17,715.36	
100.0%	
24" RCP (4-6)	176	LF	47.78	8,409.28		.		.	176	8,409.28	8.409.28	100.0%	
24" RCP (6-8)	944	LF	49.78	46,992.32		-		.	944	46,992.32	46,992.32	100.0%	
24" RCP (8-10)	216	LF	52.78	11,400.48		-		-	216	11.40 0.48	11,400 .48	100.0%	
30" RCP (6-8)	216	LF	65.14	14,0702 4		.		-	216	14,070.24	14,070.24	100.0%	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228 .00	33 ,228.00	100.0%	
36" RCP (6-8)	680	LF	85.07	57,847.60		-		.	680	57,847.60	57,847.60	100.0%	
36" RCP (8-10)	152	LF	88.07	13,386.64		-		.	152	13 , 386.64	13 , 386.64	100 .0%	
42" RCP (8-10)	424	LF	105.67	44,804.08		-		.	424	44,804.08	44,804.08	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67		.		
-	
49	
873.67	
873.67	
100.0%	
PIPE DIAPERS	12	RLS	189.17	2.270.04		.		-	12	2,270.04	2,270 .04	100 .0%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
3,233.13	
29,098.17		.		
-	
9	
29,098.17	
29,098.17	
100.0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61, 62. 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70		.		
-	
10	
39,110 .70	
39,110.70	
100.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
5,673.40	
17,020.20		.		
-	
3	
17,020.20	
17,020.20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4 ,604 .98	4 ,604.98		-		-	1	4,604.98	4,604 .98	1000%	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	6 ,159 . 39	12 ,318 ,78		.		-	2	12 ,318.78	12 ,318.78	100 .0 %	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16		.		-	1	6,848.16	6,848.16	100.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4,180 .68	
4,180 .68		.		.	
1	
4,180 .68	
4,180.68	
100.0%	
MODIFIED "H" INLET CTRL STR. (4-6)
(201)	
1	
EA	
6,655.02	
6,655.02		
.		-	
1	
6 ,655 .02	
6 ,655 .02	
100.0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
(121)	
1	
EA	
7 ,664. 79	
7,664.79		
.		
.	
1	
7.664.79	
7,664.79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4,476.06	4,476.06		.		.	1	4,476 .06	4.476 .06	100.0%	
TRIPLE 24" MES	6	EA	1,828.92	10,973.52		-		-	6	10,973.52	10 ,973 .52	100 .0%	
INVERTS	30	EA	491 .83	14 ,75 4 .90		-		-	30	14,754.90	14,754.90	100.0%	
18" PRECAST MES (44, 53)	2	EA	766.18	1,532.36		.		-	2	1,532.36	1,532.36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
1,028.92	
7,202.44		
-		
.	
7	
7 ,202.44	
7,202.44	
1000%	
30" PRECAST MES (114)	1	EA	1,589.29	1,589.29		-		.	1	1,589.29	1,589.29	100 0%	
36'' PRECAST MES (134)	1	EA	1,835.39	1,835.39		-		.	1	1,835.39	1,835.39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05	2,279.05		-		.	1	2,279 . 05	2,279 . 05	10 0 0 %	
42" MES CIP CONCRETE APRON	1	EA	2,260.00	2,260.00		.		-	1	2,260.00	2,260.00	100.0%	
57 STONE	100	TNS	57.67	i:£.-161:.00	.		-	100	5,767.00	5,767.00	100 0%	

BIO DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		.		-	1 . 0	1,188 . 89	1,188 . 89	100.0%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17.461.60	100.0%	
57 STONE	300	TNS	47.67	14,301.00		-		-	300	14,301 .00	14 ,301.00	100 .0%	
FABRIC	3	RL	386.39	1,159.17		.		-	3	1,159.17	1,159.17	100.0%	
6" END CAPS	52	EA	9.51	494.52		-		-	52	494 .52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1,560	2,574 .00	2,574 .00	100.0%	
STORM TV & INSPECTION	1560	LF	2 .85	4.446.00		.		.	1,560	4.446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	28.70	6,486.20		-		.	226	6,486 .20	6,486 .20	100.0%	
DEW ATER	1128	LF	12.75	14,382.00		.		.	1,128	14,382.00	14,382 .00	100.0%	
15" RCP (6-8 )	32	LF	28 .81	921 .92		-		-	32	921.92	921.92	100.0%	
18" RCP (0-4)	304	LF	32.87	9,992.48		.		-	304	9,992.48	9,992.48	100 .0%	
18" RCP (4-6)	128	LF	34.87	4.463.36		.		.	128	4,463.36	4,463.36	100.0%	
18" RCP (6-8)	216	LF	36.87	7,963.92		-		-	216	7,963 .92	7,963 .92	100.0%	
24" RCP (6-8)	32	LF	49.78	1,592.96		-		-	32	1 ,592.96	1,592.96	100.0%	
30" RCP (8-10)	288	LF	68.14	19,624.32		-		.	288	19,624.32	19,624.32	100.0%	
36" RCP (6-8)	328	LF	86.07	28,230.96		-		-	328	28 ,230 .96	28 ,23 0 .96	100 . 0 %	
36" RCP (8-10)	232	LF	88.07	20,432.24		.		.	232	20,432.24	20 ,432.24	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
19	
EA	
17.83	
338.77		
-		
-	
19	
338 .77	
338 .77	
100 .0%	
PIPE DIAPERS	5	RLS	189.17	945.85		.		.	5	945.85	945.85	100.0%	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27	
2,933.27		.		-	
1	
2 , 9 33.27	
2 , 93 3.27	
100.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
3,233.13	
12,932 52		.		-	
4	
1 2 ,932.52	
12 ,932.52	
10 0.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
3,911.07	
19,555.35		-		-	
5	
19 ,5 55 .35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40	5,673.40		.		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98	4,604.98		-		-	1	4,604 .98	4,604.9 8	100.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,159.39	6,159.39		-		.	1	6,159.39	6,159.39	100.0%	
STORM MANHOLE (8-10) (S-6)	1	E A	4 ,4 76 .06	4,476 .06		.		-	1	4,476 .0 6	4.476.06	100.0%	
INVERTS	14	EA	491.83	6,885.62		-		-	14	6 ,8 85 .6 2	6 ,885 .62	100 .0%	
18" PRECAST MES	3	EA	766.18	2,298.54		.		-	3	2, 2 98 .54	2 , 298 . 54	100.0%	
36" PRECAST MES	1	EA	1,835.39	1,835.39		-		.	1	1,835 .39	1,835.39	100.0%	
57 STONE	50	TNS	57.56	2,878.00		.		-	50	2 ,878 .00	2 ,8 78.00	100 0%	
MIS CELLANEOUS MATER IAL	1	LS	1,188.89	1,188.89		-		.	1	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		.		-	520	8,730.80	8,730 .80	100 .0%	
57 STONE	150	TNS	47.56	7,134.00		-		-	150	7 ,134 .00	7,134.00	100.0%	
FABRIC	2	RL	386.39	772.78		-		-	2	772 .78	772 . 78	1 00 . 0 %	
o t:NU (.;AP
.., ,.., , ,;;..,	26	EA	9.51	247 .26		.
.		-	26	247.26	247.26	100.0%	
I U I AL ;::, I UM:M _ . ...				77 1,361 . 57				.		77 1, 36 1. 57	771 ,361. 5 7	100 .0%	
								Less Previous Draws ......... ..... .	771,361.57		
								Amount due this Draw.. ... ... .....	.		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED& STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUILTS													
PAVING AS-BUILTS	1	LS	17,000.00	17,000.00		-	0.5	8,500.00	1.0	17 ,000 .00	17,000 ,00	100.0%	
PAVING AS-BUilTS	1	LS	7,200.00	7,200.00		-		-	1 .0	7,200 .00	7, 200.00	100.0%	
DRAINAGE AS-BUILTS	4128	LF	1.25	5,160.00		-		-	4,128	5,160.00	5,160. 00	100 .0%	
...: ..., Lll::. AS- UIL IS	1560	LF	1.25	1,950.00		-		-	1 , 560	1,950 . 00	1 , 950.00	100 .0%	
TOTAL f-'AVINb ANU Jt·""•'           AS-
BUILTS				
31,310.00		-		
8,500.00		
31,310.00	
31,310.00		
								Less Previous Draws ...............	22,810.00		
								Amount due this Draw.. ... ....... .	8,500 .00		

IJl:A VVA I t:K Ul::i I Klt:SU I IUN ::i Y::i fEM													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-		-	7,140	11,781.00	11.781 .00	100. 0%	
FLUSH , BT & TEST	7140	LF	0.50	3,570.00		-		-	7,140	3,570.00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291 .50	1,291.50	100.0%	
12" DR18 PVC	340	LF	31.26	10,628.40		-		-	340	10 ,628.40	10 ,628.40	100. 0 %	
10" DR18 PVC	2560	LF	24.23	62,028.80		-		-	2.560	62,028.80	62,028.80	100.0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59,564.80	59,564.80	100.0%	
6" DR18 PVC	520	LF	12.71	6 ,609 .20		-		-	520	6 ,609.20	6 ,609 . 20	10 0 . 0 %	
2" POLY PIPE	440	LF	7.61	3,348.40		-		-	440	3 , 348.40	3 , 348.40	1 00.0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-		-	15	1,998 .30	1,998.30	100,0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	0.20	1,428.00		-		-	7 , 140	1 , 428 . 00	1,4 28.00	100.0%	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		-		-	6	1,620 .06	1,620.06	100.0%	
10" BELL RESTRAINTS	58	EA	234.56	13,604.48		-		-	58	13,604.48	13,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	149.17	11,187.75		-		-	75	11 ,187.75	11 ,187.75	10 0 .0%	
6" BELL RESTRAINTS	45	EA	93.50	4,20 7. 50		-		-	45	4,207 .50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1 ,924 .43	
1, 924.43		
-		-	
1	
1 , 924.43	
1, 9 2 4.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427.06	2,427.06		-		-	1	2,427.06	2,427.06	100.0%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		-	8	1 6 , 515 . 52	16 , 515 . 52	1 00.0%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	13	17 ,701 . 32	17 ,70 1 .32	100 0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024 .22	2,024.22	100.0%	
2" FLUSHING HYDRANT	2	EA	1 ,552.17	3 ,104 .34		-		-	2	3,104.34	3,1 04 .34	10,0 0 %	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	2	585.34	585.34	100,0%	
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	

4.059.25	

8,118.50		

-		

-	

2	

8,118.50	

8,118.50	

100.0%	
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	

4,219.88	

42,198.80		

-		

-	

10	

42,198.80	

42,198.80	

100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

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 & W ASHERS )	

4	

EA	

4,460.17	

17,840.68		
-		

-	

4	

17,840.68	

17,840.68	

100.0%	
FIRE HYDRANT ASSY (;NI 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS ,
NUTS & WASHERS)	

1	

EA	

4,616.05	

4,616.05		
-		

-	

1	

4,616.05	

4,616.05	

100.0%	
10" MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582 . 79	582.79	100.0%	
1O" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	1	538.80	538.80	100.0%	
10" MJ 11.25 BEND	14	EA	538.80	7,543 .20		-		-	14	7 ,543.20	7 , 543.20	100 ,0 %	
8" MJ 11.25 BEND	27	EA	380.19	10,265.13		-		-	27	10,265.13	10,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339 ,77	339.77		-		-	1	339 .77	33 9.77	100 .0 %	
12"X10" MJ TEE	1	EA	1,110.99	1,110.99		-		-	1	1 , 110 .99	1,110.99	100.0%	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-		-	3	3,029 .79	3,029.79	100.0%	
1O"X8" MJ TEE	1	EA	931.47	931.47		-		-	1	931.47	931.47	100.0%	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	1	589.99	589.99	100.0%	
1O"X8" MJ REDUCER	3	EA	452.01	1,356.03		-		-	3	1,356 .03	1,356.0 3	100 .0%	
8"X6" MJ REDUCER	2	EA	346.90	693 .80		-		-	2	693 .80	693 .80	100.0%	
10" MJ PLUG	2	EA	273.54	547.08		-		-	2	547.08	547.08	100 .0%	
6"X2" TAP CAP	2	EA	324.63	649.26		.		-	2	649 .26	649 .26	100.0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-		-	50	26 ,394.00	26,394.00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		.		-	9	5,110.47	5,110.47	100,0 %	
DOUBLE LONG SERVICES	25	EA	1,180.12	29.503.00		-		.	25	29,503.00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		.		-	2,960	4,884.00	4,884.00	100.0%	
FLUSH, BT & TEST	2960	LF	0.50	1,480.00		-		-	2 ,960	1.480 .00	1,480.00	100.0%	
COMPACTION & DENSITIES	19	EA	28.70	545.30		.		.	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	24.23	47,975.40		.		-	1,980	47,975.40	47,975.40	100.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		.		-	420	7,627.20	7,627.20	100.0%	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	360	4,575 .60	4,575.60	100,D%	
2" POLY PIPE	200	LF	7.61	1,522.00		-		.	200	1,522.00	1,522.00	100.0%	
LOCATE WIRE	6	LF	133.22	799.32		.		-	6	799,32	799.32	100D%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		.		-	7	1,740.27	1,7 40.27	100.0%	
LOCATE WIRE TESTING	2960	LF	0.50	1.480.00		-		.	2,960	1,480 .00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-		.	45	10,555.20	10,555 .20	100 .0%	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	7	1 , 044.19	1, 044.19	100.0" .t	
6" BELL RESTRAINTS	6	EA	93,50	561.00		-		-	6	561.00	561.00	1000%	
CONNECT TO 1O" STUB-OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		
.		.	
1	
1,300.00	
1,300.00	
100.0%	
10" MJ GATE VALVE	5	EA	2,064.44	10,322.20		.		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	1,361.64	2,72 3.28		-		-	2	2 ,723 . 28	2 ,7 23 .28	10 0 ,0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17		-		.	1	1,552 .17	1,552 .17	100.0%	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	2	585.34	585.34	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL &
LABOR COST	
STORE D QTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE O TO
DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY 0N/ 6"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90
BEND, 6" DR-18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

1	

EA	

4,059.25	

4,059.25		

-		
-	

1	

4,059.25	

4,059.25	

100.0%	
FIRE HYDRANT ASSY 0NI B"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		
-		

-	

1	

4,219.88	

4,219.88	

100.0%	
FIRE HYDRANT ASSY 0NI 1 0"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85		

-		

-	

5	

22,300.85	

22,300.85	

1000%	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380,19	380.19		-		-	1	380.19	380.19	1000%	
6" MJ 11.25 BEND	3	EA	324.31	972.93		-		-	3	972.93	972.93	100.0%	
10"X8" MJ TEE	2	EA	931.47	1,862.94		-		-	2	1,862.94	1,862.94	100 .0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	1	273 .54	273.54	100 0%	
8" MJ PLUG	1	EA	200 .53	200.53		-		-	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	1	346.90	346.90	100.0%	
6"X2" TAP CAP	1	EA	240.96	240.96		-		-	1	240 ,9 6	2 4 0 .96	100 .0 %	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-		-	41	22,024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-		-	8	4,490.80	4,490.80	1000%	
!DOUBLE LONG ::;t::t-< flCES	8	EA	1,181.53	9,452.24		-		-	8	9,452.24	9.452.24	100.0%	
I U I AL Jt:A WA l t:t-< UIS I Rl UI ION
SYSTEM				
584,214.67		-		-		
584,214.67	
584,214.67	
100.0%	
								Less Previous Draws .... ... ...... . .	584,214.67		
								Amount due this Draw.... .. .......	-		

Jt:A SANI fARY-Sl:.VYl:.t<. :,,fSl t:M													
ISURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	7,210	11,896.50	11,896.50	100.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548.50		-		-	7 , 21 0	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	28 .70	20,893.60		-		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	12.75	69,258,00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	15.05	2,949.80		-		-	196	2,949.80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	17.05	19.334.70		-		-	1,134	19,334.70	19,334.70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25,603.20		.		-	1,344	25,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		-		.	1, 274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45,454.50		-		.	1,890	45,454.50	45,454.50	100 .0%	
8" SDR26 PVC (12-14)	924	LF	27.05	24,994.20		"		.	924	24,994.20	24,994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	2	6,342.08	6,342.08	100,0%	
"A" MANHOLE (4-6) (35, 36. 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
3,292.58	
29,633.22		-		.	
9	
29,633.22	
29,633.22	
100.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26. 27.)	
7	
EA	
3,906.31	27d,3i44..1,7.		
-		-	
7	
27,344.17	
27,344.17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29. 30.)	4	EA	4,623.61	t3	-		-	4	18,494.44	18,494.44	100,0%	

BID  DATE : 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL UNIT COST
7,208.26	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DOTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
		EA				-		-	1	7,208.26	7,208.26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32}	
8	
EA	
5,572.88	
44,583.04		
-		
-	
8	
44,583.04	
44,583.04	

100.0%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50		-		-	1	5.777.50	5,777.50	100.0%	
"B" MANHOLE (12-14) (16. 17.)	2	EA	6,462.70	12,925.40		-		-	2	12,925.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
13,559.71	
13,559.71		-		-	
1	
1 3,559.71	
13,559.71	

100.0%	
57 STONE	75	TNS	57.56	4,317.00		-		-	75	4,317.00	4,317.00	100.0%	
PRECAST INVERTS (INCLUDED IN
STRUCTURE PRICE)	
35	
EA	
268.89	
9,411.15		
-		-	
35	
9,411.15	
9,411.15	

100.0%	
6" & 8" BOOTS	111	EA	203.43	22,580_73		-		.	111	22,580-73	22,580.73	100.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-		-	35	15,341.55	15,341.55	100.0%	
8" DROP BOWLS	3	EA	1,095.04	3,285.12		-		-	3	3 ,2 85.12	3,285.12	100.0%	
6" SERVICES & FITTINGS	111	EA	449.53	49,897.83		-		-	111	49,897.83	49,897.83	100.0%	
SURVEY & LAYOUTS	2744	LF	1.65	4,527.60		-		-	2,744	4 ,5 27.60	4,527.60	100.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	2 ,744	7,820.40	7,820.40	100.0%	
COMPACTION & DENSITIES	222	EA	28.70	6,371.40		-		-	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	12.75	22,848.00		-		-	1,7 92	.22,848.00	22,848.00	1000%	
8" SDR26 PVC (4-6}	952	LF	17.05	16,231.60		-		-	952	16,231.60	16,231.60	100,0 %	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60		-		-	952	18,135.60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		-		-	490	11,294.50	11,294.50	100.0%	
8" SDR26 PVC (10-12)	350	LF	25.05	8,767.50		-		-	350	8,767.50	8,767.50	100.0%	
"A" MANHOLE (0-4} (19)	1	EA	3,171.04	3,171.04		.		-	1	3,171.04	3,171.04	100.0%	

"A" MANHOLE (4-6} (1, 2, 3, 4, 20, 21, 22)	
7	
EA	
3,292.58	
23,048.06		-		
-	
7	
23,048.06	
23,048.06	
100.0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	3,906.31	19.531.55		-		-	5	19,531.55	19,531.55	100.0%	
"A" MANHOLE (8-10) (8, 9)	2	EA	4,623.61	9,247.22		-		-	2	9,247.22	9,247.22	100,0%	
CONNECT TO EXISTING MH (6-8) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
-		
-	

1	

2,689.17	

2,689.17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH	

1	

EA	

2,689.17	

2,689.17		
-		
-	

1	

2,689.17	

2,689.17	

100.0%	
57 STONE	.50	TNS	57.56	2,878.00		-		-	50	2,878.00	2,878.00	100.0%	
PRECASTINVERTS	15	EA	268.89	4,033.35		-		-	15	4,033.35	4,033.35	100.0%	
6" & 8" BOOTS	63	EA	203.43	12,816.09		-		-	63	12,816.09	12,816.09	100 0%	
MANHOLE ADJUSTMENTS	15	EA	438.33	6,574.95		-		-	15	6,574.95	6,574.95	100 0%	
f:j'     -L  """L"  & 1-1 I  I INl..::i:S	63	EA	447.78	28,210.14		-		-	63	28,21 0.14	28,210.14	100.0%	
I U I AL Jt::A .:,/-\I'll I /-\I"{ T ;:,cvvct'\
SYSTEM				
758,249.64		-		-		
758,249.64	
758,249.64	
100.0%	
								Less Previous Draws ...............	758,249.64		
								Amount due this Draw.......... ...	-		

Page 10 of 13

BID   DAT E: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED& STORED VALUE	

%
COMP	
Jt:.A :>ANI I At<T :>t:.VYt:.t< UFl :::, I A I IUN
SYSTEM													
'SURVEY & LAYOUTS	1	LS	2,700.00	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583.00	2,583.00	100.0%	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729 .30	9,729 .30	100.0%	
57STONE	20	TNS	57.56	1,151.20		-		-	20	1 ,151.20	1,151 .20	100 ,0 %	
WET WELL - LIFT STATION (21.4' DEEP)	
1	
EA	
46,298.83	
46,298.83		-		
-	
1	
46,298.83	
46,298.83	

100.0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS	
305,800.00	
305,800.00		
-		-	
1 .00	
305,800.00	
305,800.00	
100.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1,807.78	1,807.78	1000%	
LIFT STA. WATER SERVICE	1	EA	1,238.18	1,238.18		-		-	1	1 , 238 . 18	1 ,238 .18	100 .0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		-		-	l.620	2,673.00	2,673.00	100.0%	
FLUSH	1620	LF	0.75	1.215.00		-		-	1,620	1,215.00	1,215.00	100.0%	
COMPACTIO N & DENSITIES	11	EA	28.70	315.70		-		-	11	315.70	315.70	100.0%	
6" DR18 PVC	1600	LF	12.71	20,336.00		-		-	1,600	20,336.00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	0.80	1,296.00		-		-	1,620	1,296.00	1,296.00	100.0 %	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03		-		-	1	4,873.03	4,873.03	100 .0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3 ,550 .17	3, 550.17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37		-		-	1	1 , 565.37	1,565 . 37	100.0%	
6" CASE (B) CROSSING	1	EA	3,199.32	3,199.32		-		-	1	3,199.32	3 ,199 . 32	100 .0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1 , 938 . 22	1 , 938.2 2	100.0%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2 ,794. 74	2.794.74	100.0%	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		-		-	2	1 , 909 .6 8	1 , 90 9.68	100 . 0 %	
ICONNECl TO t:J1.1;:, !ING 8" ;:, f UB -OUl
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42		
-		
-	
1	
1,661.42	
1,661.42	
100.0%	
f O TAL Jl::.A ;:.ANl1AKT ;:,t:VVt:t"( Lit- I
STATION SYSTEM				
428,146.77		-		-		
428,146.77	
428,146.77	
100.0%	
								Less Previous Draws .... ... .... ....	428,146.77		
								Amount due this Draw.. .... .. .....	-		
													
WATER AND SEWER AS-BUILTS													
WATER AS-BUil TS	7140	LF	1.25	8,925.00		-		-	7,140	8,925.00	8,925.00	100.0%	
WATER AS-BUilTS	2960	LF	1.25	3,700.00		-		-	2 ,960	3,700 .00	3,7 00.00	100.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-		-	7 ,210	9,012.50	9,012.50	100.0%	
SEWER AS-BUILTS	2744	LF	1.25	3,430.00		-		-	2 , 744	3 , 430 .00	3,430 . 00	100 .0 %	
LIFT STATION AS-BUilTS	1	LS	3,600.00	3,600.00		-	1	1,800.00	1.0	3,600.00	3,600.00	100.0%	
t-ORCE MAIN AS-1:lUIL TS	1620	LF	1.25	2,025.00		-		-	1 ,620	2 , 025.00	2 , 025. 00	100 .0 %	
BIJTCI;:,				30,692 .50		-		1,800.00		30,692 .50	30,692.50		
								Less Previous Draws ...............	28,892.50		
								Amount due this Draw.............	1,800.00		
				Page 11 of 3								

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION
IKKluA, ,vn '"''	~ ANU	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	

ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		.		-	-	-	-	0 .0%	
3" SLEEVES	250	LF	9.00	2,250.00		-		-	-	-	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		-	250	2,500.00	2,500,00	50.0%	
o Lt::t::vt::<:>	500	EA	13.00	6,500.00		-		-	-	-	-	0.0%	
I U I AL IKKl\.jA I IUN ;::,Lt::t:: v c;::, ANU
ELEC/TELEPHONE				
15,750.00		-		-		
2,500 .00	
2,50 0.00	
15 .9%	
								Less Previous Draws ............. ..	2,500 .00		
								Amount due this Draw.. ... ........	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37 .6	AC	4,000.00	150 ,400.00		-		.	37.6	150,400.00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 48	13.26	AC	4,000.00	53,040.00		.		-	13.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS48	

11718	

CY	

2.40	

28,123.20		
-		
-	

11 ,718	

28,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOTS 4B	
8963	
CY	
2.40	
21,511.20		
-		
-	
8,96 3	
21,5 11.20	
21 ,511.20	
100.0%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOT PADS 4B	
3892	CY	
2.40	
9,340.80		.		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS 4A	

192958	

CY	

0.60	

115,775.00		
-			

192 ,958	

115 ,7 75.00	

115 ,77 5. 00	

100 .0 %	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7,030.80		
-		
-	

11,718	

7,030.80	

7,030.80	

100.0%	
1;::,r"t<t:AlJ & l,UMt'Al, I UIKI I-KUM
PHASE 4A GOING TO LOTS & PADS 4B	
12885	
CY	
0.60	
7,731.00		-		-	
12 ,885	
7,73 1.00	
7,731.00	
100.0%	
IV I AL LU I uKAUINu				392,952.00		.		-		392 ,952 .00	392 ,952. 00	100.0%	
								Less Previous Draws ...............	392,952.00		
								Amount due this Draw ......... ....	-		

PAYMENT AND PERFORMANCE BOND													
11:lUl'IU	1	LS	53.122 .00	53, 122 .00		"		-	1	53,122 .00	53,122 .00	100 .0%	
I U I AL t"'/•\T IVlt::l'l I ANU r-'t::Kt-J'"< .rn "..;t::
BOND				
53,122.00		-		-		
53,12 2 . 00	
53 ,12 2.00		
								Less Previous Draws ...............	53,122.00		
								Amount due this Draw... .. ... .....	-		

\,,U11'"1 1n;:,1ALL ::>Lt::t:.vc;:,													
CLCvlKlvAL													
INSTALL 1._;uN DUIT	1	LS	83 , 300 . 00	83 , 300.00		-		.	1.0	83 ,300 .00	83,300.00	100.0%	
MARKUP	1	LS	8,330.00	8,330.00		-		.	1.0	8,330 .00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8,100.00	8,100.00		-		
"	1	8,100 .00	8,100 .00	100.0%	
IMAKK Ut-'	1	LS	810.00	t'89'll!.l',Ul(I ;j	-		-	1	810 . 00	810 . 00	100.0 %	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL &
LABOR COST	
STORE DQTY TO DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
IUIAL				100,540.00		.		.		100,540.00	100,540.00	100.0%	
IRRIGATION SLEt:\fl::S													
'IN TAI:CSI:EEvt:	250	LF	10.00	2,500.00		.		-	250	2,500.00	2,500.00	100 ,0 %	
TOTAL IRRIGAllUN SLEE\ft::S				2,500.00		.		.		2,500.00	2,500.00		
IUIAL U1J1				,u.,,u..u.UU		.		-		103,040.00	103,040.00		
								Less Previous Draws .............. .	103,040.00		
								Amount due this Draw..... ..... ...	-		
C0#2·DIRT & RCP CHANGES													
'-'	- KIVt:K BIR(.;H
COURT	
12032		
3.00	
36,096.00		
.		
.	
12,032	
36,096.00	
36,096.00	
100.0%	
Kl:t-'D\CFRCt-' WI I H Ht-' t-'lt-'I:	1		(27,001.40)	(27,001.40)		.		.	1	(27,001.40)	(27,001.40)	100.0%	
24" FIRE HYDRANT EXTENSIONS	2		1,151.64	2,303.28		.		-	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		19.05	(8,724.90)		-		-	(458)	(8,724.90)	(8,724.90)	100 .0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40		-		-	128	2,182.40	2,182.40	100.0%	
"A" MANHOLE 6-8'	-2		3,906.31	(7,812.62)		.		-	(2)	(7,812.62)	(7,812.62)	100.0%	
12rl	" ·- - SEC1ION (S-JU)	1		435.49	435.49		-		-	1	435.49	435.49	100.0%	
TOTAL G0#2				(2,521.75)		-		-		(2,521.75)	(2,521.75)		
								Less Previous Draws ...............	(2,521.75)		
								Amount due this Draw........... ..	-		
l(.;0#3 Sill Ft:r,l(.;I:::													
lsrr::7 t-1:.Nl.,;I:	77:>U	Lt-	1 .97	2,265.50			1150	2,265.50	1,150	2,265.50	2,265.50	100.0%	
								Less Previous Draws ......... ... ...			
								Amount due this Draw.. .... .......	2,265.50		

TOTAL				5,698,424.60				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due	5,685,174.59	
									284,258.73	
									5,400,915.86	
									5,214,774.88	
		186,140.98	

Page 13 of 13

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	$	186,140.98 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	$	186,140.98 , 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 paym_ent.

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	12TH	day of	DECEMBER, 2019.

.	Name	We:JF	EYT.C	_/_

........... 	_

Company: EARTHWORKS OF FLORIDA, LLC.

Signature:		 	,g 	

Date Executed:	12/12/19

State of Florida County of Baker

Subscribed and sworn before me this

--1-2TH--day of	DECEMBER ,   2019.

Notary Public
My Commission Expires:
County of Residence:	Bradford

ROBINLYNN SMm4

Commission# GG 149986
Expi,es January 25, 2022
!lonQedThN HolmYSen'af

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: 60

Name of Payee: Earthworks of Florida

Amount Payable: $ 314,410.28

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;

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 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:
R	cer

CONSULTING ENGINEER' S APPROVAL FOR NON-COSTOF 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  such di  ement isbeing made; and (iii) the report oftbe Consulting Engineer, as s1:ten report h --tiave'6een amended or
modifiedonthedatehereof.	 	,/,,.,..

Consulting Engineer

December 26, 2019

 APPLICATION  AND CERTIFICATE FOR PAYMENT	

TO (OWNER):
Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092

FROM (CONTRACTOR): EARTHWORKS OF FLORIDA, LLC 11932 NORTH STATE ROAD 121
MACCLENNY,FLORID A 32063
904-653-2800

PROJECT: Amelia Walk, Phase 4A and 4B
Amelia Concourse Nassau County Florida

ENGINEER: McCranie & Associates
301 Centre Street , Suit e 200 Fernandina Beach, FL 32034

APPLICATION NO:

PERIOD FROM:
PERIOD TO:

PROJECT NO:
SUBSTANTIAL COMPLETION DATE: CONTRACT DATE:

Fifte en (15) 50% Reta inage 10/12/19
11/11/19 (11/25/19)

10[5J201!1_

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDITIONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00	

2,521.75	
NUMBER	DATE APPROVED			
CO#l CO# 2				
TOTALS	103 040.00	2 521.75	
NET CHANGE BY CHANGE ORDERS	10 0,518.25	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM.... ............ ................... ........ .....

2. NET CHANGE BY CHANGE ORDERS........ .... ................ ....... ...

CONTRACT SUM TO DATE (LINE 1 & 

TOTAL COMPLETED & STORED TO DATE.... ....... ............. .

RETAINAGE:
a. 10% OF COMPLETED WORK...................

274,461.84

$	5,595, 640.85
$	100,518.25

$	5,696,159.10

5,489,236.72

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT PAYMENT SHOWN HEREIN IS NOW DUE.

b. 10% OF STORED MATERIAL.......... .........	 	 TOTAL RETAINAGE (LINE Sa + Sb)..................................................
TOTAL EARNED LESS RETAINAGE

LESS PREVIOUS CERTIFICATES FOR PAYMENT...................
APPLICATION 14
8.CURRENT  PAYMENT  DUE............. ......... ..................................	..

9. BALANCE TO FINISH, PLUS RETAINAGE........... ...... ... ...........

$	274,461.84

$	5,214,774.89

$	4/68,169.37
$	172,143.69
$    274,461.83

$	481,384.21

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC MATTHEW MOCINI

 BY:	 		DATE:	11/ 11/ 19

ENGINEER'S CERTIFICATE FOR PAYMENT
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE

STATE OF:	FLORIDA	COUNTY OF:	BAKER	-.,.011,t.	ROBINtVNNSMITM
SUBSCRIBED  AND SWORN TO BEFORE ME THIS 11th OF NOVEMBER,  2019	t,*    Comml$sloll#GG14998&

 lt:o,#

,,4  /	'	';zf:	C	,..	Expi119S  Janua,y2S.2022
NOTARY PUBLIC:	/	O	/-	Bended'IMJBc.<lg«NolarySnces
MY COMMISSION EXPIRES:

AMOUNT CERTIFIED ........................................................:...$$274,461.83	

OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

Phase 4A - $193,221.12 Phase 4B - $81,240.71

ACCORDANCE WITH THE CONTRACT DOCUMENT,SAND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

 ENGINEER:		DATE: 12/26/2019
THIS CERTIFI CATEI S NOT NEGOTIABLE. THE AMOUNT CERTIFI ED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN . I SSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITH OUT PREJUDICE TO ANY RI GHTS OF THE OWNER AND CONTRACTOR UNDER THI S CONTRACT.

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 :	Fifteen  (15)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:		10/12/19
PERIOD TO :	11/11/19	

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

5%	RETAINAGE TO DATE

5%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBIUZATION AND SITE PREPARATION	
59,478.10	
58,588.10	
-		
58,588.10	
99%	
890.00	
-	
2,929.41	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
226,411.76	-		
226,411.76	
98%	
3,465.81	
-	
11,320.59	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
47,234.45	
-		
47,234.45	
100%	
0.00	-	
2,361.72	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
-	-	
659.44	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730,804.42	
730,804.42	
-		
730,804.42	
100%	
-	
-	
36,540.22	
ROADWAY CONSTRUCTION	1,249,525.28	1,070,508.72	-		1,070,508.72	86%	179,016.56	-	53,525.44	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	0.00	-	38,568.08	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	22,810.00	-		22,810.00	73%	8,500.00	-	1,140.50	

JEA WATER DISTRIBUTION SYSTEM	
584,214.67	
584,214.67	-		
584,214.67	
100%	
-	-	
29,210.73	
JEA SANITARY SEWER SYSTEM	758,249 .64	758,249.64	-		758,249.64	100%	0.00	-	37,912.48	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
428,146.77	
-		
428,146.77	
100%	
-	-	
21,407.34	
WATER AND SEWER AS-BUILTS	30,692.50	28,892.50	-		28,892.50	94%	1,800.00	-	1,444.63	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
2,500.00	
-		
2,500.00	
16%	
13,250.00	-	
125.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	19,647.60	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AMT	5,595,640.85	5,388,718.47	-	-	5,388,718.47	96.30%	206,922.38	-	269,435.92	
								-		
CO#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103,040.00	100%	-	-	5,152.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)	(2,521.75)	-		(2,521.75)	100%	-	-	(126.09)	

TOTAL CONTRACT	5,696,159.10	5,489,236.72	-	-	5,489,236.72	96.37%	206,922.38	-	274,461.84	

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE D QTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
													
IVIUDILILAI IUN ANU ;:)11
PREPARATION	C:													
MOBLIZATION	1	LS	10,000.00	10,000.00		-	-	-	1	10 ,000 .00	10,000 .00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50		-		-	1	15,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 4B	1	LS	11,200.00	11,200.00		-		-	1	11 ,200.00	11,200.00	100.0%	
ASBUILTS4A	1	LS	8,900.00	8,900.00		-		-	0 .9	8,010 .00	8 ,010 . 00	90.0%	
ASBUILTS 4B	1	LS	5,000.00	5,000.00		-		-	1.0	5,000 .00	5,000 .00	100.0%	
DENSITY TESTING 4A & 4B	278	EA	28.70	7,978.60		-		-	278	7,978.60	7,978.60	100.0%	
1r'KU\.,IUK	4	EA	275.00	1,100.00		-		-	4	1,100.00	1,100.00	100.0%	
IUIAL	n I IUN ANU
PREPARATION	;::,11 t:				
59,478.10		-		
-		
58 ,588 .10	
58,588.10	
98.5%	
								Less Previous Draws . ..............	58,588.10		
								Amount due this Draw ... ..........	-		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4,000.00	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4,000.00	20,280.00		-		-	5.07	20,280.00	20,280.00	100.0%	
STRIP 4A	40184	CY	1.50	60,276.00		-		-	40 ,184	60 ,276 .00	60,276 .00	100.0 %	
I;:, I Kit-' 41j	11718	CY	1.50	17,577.00		-		-	11,718	17,577.00	17,577.00	100.0%	
IUIAL	•.....:;ANU - -	··-				199,733.0	0	-		-		199 ,733 .00	199,733.00	100.0%	
								Less Previous Draws ...............	199,733.00		
								Amount due this Draw ... ..........	.		

;:,c:C:UII \.> ANU MULl.,Mll \;J ANU ;::,vu													
1::;0D BEHIND CURB 1.67'	2524	SY	2.91	7,344.84		-		-	1,333	3,879.03	3,879.03	52.8%	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04		.		-	16 , 944	49,307.04	49,307.04	100.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		-		-	21 ,136	11,836.16	11 ,836 .16	100.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-		-	20,420	11,435.20	11,435.20	100.0%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28		-		.	181,813	101,815.28	101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104.97		-		-	1,067	3,104 .97	3,104.97	100.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		-		-	8,061	4,514 .16	4,514.16	100.0%	
SEED & MULCH ROW	8183	SY	0.56	4,582.48		-		-	8,183	4,582.48	4,582.48	100.0%	
l::it:t:U & MULGH LU I::;	64174	SY	0.56	35,937.44		-		-	64 , 174	35,937.44	35,937.44	100.0%	
I U I AL ;:,c:c:u11\1l;, AI\IU IVIUL\.,n,1\11.;, Al',jU
SOD				
229,877.57		-		-		
226 ,411 .76	
226,411	
. 76	
98.5%	
								Less Previous Draws .. .............	226,411.76		
								Amount due this Draw.............	-		

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION   EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 4B	6800	LF	1.97	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6,708.30		-		-	30	6,708.30	6,708.30	100 .0%	
INLET PROTECTION 4B	13	EA	223.61	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		
-		
-	
1.0	
2,951.11	
2,951.11	
100.0%	
IMAIN I t:.NANGt:. Ut- GUN::C, I KUG I IUN
ENTRANCE 4B	
1	
EA	
2,951.11	
2,951.11		-		-	
1	
2,951.11	
2,951.11	
100.0%	
I U I AL CM:U.:>IUN ANU .:>CUIMCN I
CONTROL				
47,234.45				-		
47 ,234.45	
47 ,234.45	
100.0%	
								Less Previous Draws ...............	47,234.45		
								Amount due this Draw.. .. .... .. ...	-		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
INt"'Ut:.:::, rcf'C1vll I <tD	1	LS	6,594.44	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
1 u I AL;:, 1 Uh.mw/A I c:r< ruLLU I IUN
PREVENTION PLAN				
13 ,188.88		-		-		
13,188.88	
13,188.88	
100.0%	
								Less Previous Draws ...............	13,188.88		
								Amount due this Draw .............	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERA TED GOOD
DIRT TO PHASE 48	

14935	

CY	

2.40	

35,844.00		
-		
-	

14,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
2.40	
60,597.60		
-		
-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		
-		
-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
2.40	
1,144.80		
-		
-	
477	
1,144.80	
1,144.80	
100.0%	
EXCAVATE POND#14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		
-		
-	
10,223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
2.40	
212,899.20		
-		
-	
88,708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS 4A	
62685	
CY	
2.40	
150,444.00		
-		
-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
2.40	
9,393.60		
-		
-	
3,914	
9,393.60	
9,393.60	
100.0%	

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
CO MP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
2.40	
99,758.40		
-		
-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL
OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5,596.80		
-		
-	
2,332	
5,596.80	
5,596.80	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY	
2.40	
4,992.00		-		
-	
2,080	
4,992.00	
4,992.00	
100.0 %	
STATION BALANCE 4B	7732	CY	2.40	18,556.80		-		-	7,732	18,556.80	18,556.80	100.0%	
DEWATER 4A	253156	CY	0.25	64,131.50		-		-	253,156	64,131.50	64,131.50	100.0%	
DEWATER4B	11718	CY	0.24	2,812.32		-		-	11,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS
DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		-		
-	
1 ,082	
2,596.80	
2,596.80	
100.0 %	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY	
2.40	
134.40		-		
-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		-		
-	
113	
271.20	
271.20	
100 .0%	
SPREAD & COMPACT STATION
BALANCE 4B	
7732	
CY	
0.60	
4,639.20		
-		
-	
7,732	
4,639.20	
4,639.20	
100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 4B	
2050	
CY	
0.60	
1,230.00		
-		
-	
2,050	
1,230.00	
1,230.00	
100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY	
0.60	
750.60		
-		
-	
1,251	
750.60	
750.60	
100.0 %	
MACHINE DRESS NON-STRUCTURAL
4B	
8061	
SY	
0.32	
2,579.52		
-		
-	
8,061	
2,579.52	
2,579.52	
100.0 %	
IIVIALHINt: LJRESS LOIS 46	64174	SY	0.32	20,535.68		-		-	64,174	20,535.68	20,535.68	100.0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804.42		
-		
-		

730,804.42	

730,804.42	

100.0%	
								Less Previous Draws ...............	730,804.42		
								Amount due this Draw .............	0.00		
													
.: ..:	..., Y t;UN::S I KUt,; I IUN													
STATION BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION
BALANCE4A	
11456	
CY	
0.60	
6,873.60		
-		
-	
11,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		-		
-	
17,681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	40,240	20,120.00	20,120.00	10().0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	20,420	6,126.00	6,126.00	100.0%	
MACHINE DRESS NON-STRUCTURAL
4A	
21136	
SY	
0.30	
6,340.80		
-		
-	
21,136	
6,340.80	
6,340.80	
100.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10,166.40		-		-	16,944	10,166.40	10,166.40	100.0 %	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	181,813	54,543.90	54,543.90	100.0%	
REGRADE AFTER UGE 4B	16498	SY	0.50	8,249.00		-		-	16,498	8,249.00	8,249.00	100.0 %	
MACHINE DRESS RIGHT OF WAY 4B	8183	SY	0.30	2,454.90		-		-	8,183	2,454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22,500.00	22,500.00		-		-	1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	96	EA	28.70	Paint? 3	-		-	96	2,755.20	2,755.20	100.0%	

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032.50	8,032.50	100.0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	4.30	91,658.80		-		-	21,316	91,658.80	91,658.80	100.0%	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	13,600	8,840.00	8,840.00	100.0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	13,600	127,160.00	127,160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		-	18,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-		-	800	27,720.00	27,720.00	65.1%	
H/C RAMPS	18	SF	345.00	6,210.00		-		-	-	-	-	0.0%	
ADA MATS	270	SF	35.46	9,574.20		-		-	-	-	-	0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125.00	1,875.00		-		-	15	1 , 875.00	1,875.00	100.0%	
6" LIMEROCK (6050 TN)	18293	SY	11.03	201,771.79		-		-	18 , 293	201 ,771 .79	201 ,771.79	10 0.0%	
PRIME	18293	SY	0.62	11,341.66		-		-	18 ,293	11,341.66	11 ,341 .66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		-		-	4,219	42,780.66	42,780.66	23.1%	
ASPHALT CORES	35	EA	125.00	4,375.00		-		-	10	1,250.00	1,250.00	28.6%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00		-		-	0.6	3,850.20	3,850.20	60.0%	
SURVEY & LAYOUT	1	LS	9,500.00	9,500.00		-		-	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	28.70	1,033.20		-		-	36	1,033.20	1,033.20	100.0%	
PROCTOR	2	EA	275.00	550.00		-		-	2	550 .00	550.00	100.0%	
LBR TEST	10	EA	297.50	2,975.00		-		-	10	2,975 .00	2,975 .00	100.0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	0.65	3,737.50		-		-	5,750	3,737.50	3,737.50	100.0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	5,750	53 ,762.50	53,762.50	100.0%	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11,047.60		-		-	7,780	11,047 .60	11,047.60	100.0%	
SIDEWALK	536	SY	34.65	18,572.40		-		-	536	18,572.40	18,572.40	100.0%	
H/C RAMPS	11	EA	345.00	3,795.00		-		-	11	3,795.00	3,795.00	100.0%	
ADA MATS	165	SF	35.46	5,850.90		-		-	165	5,850 .90	5,850.90	100.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	125.00	875.00		-		-	7	875.00	875.00	100.0%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.60		-		-	7,780	87 ,291 .60	87 ,291.60	100.0%	
PRIME	7780	SY	0.62	4,823.60		-		-	7,780	4,823.60	4,823 .60	100.0 %	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	7,780	80,989.80	80,989.80	100.0%	
IA::it"'MAL I CUKl:::::i	15	EA	125.00	1,875.00		-		-	15	1,875 .00	1,875 .00	100.0%	
I U I AL KUAUVVA Y lvUN0 I KU<v I IUN				1,249,525.28		-		-		1,070 ,508 .72	1,070 ,508 .72	85.7%	
								Less Previous Draws ...............	1,070,508.7	2	
								Amount due this Draw. ....... .. ...	-		

Page 4 of 13

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA  WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fiftee n (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
													
STORM DRAINAGt: SY Tt:1v1													
SURVEY & LAYOUTS	4128	LF	1.65	6,811.20		-		-	4,128	6,811.20	6,811.20	100.0%	
STORM TV & INSPECTION	4128	LF	2.85	11,764.80		-		-	4,128	11,764.80	11,764.80	100.0%	
COMPACTION & DENSITIES	570	EA	28.70	16,359.00		-		-	570	16,359.00	16,359.00	100.0%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-		-	2,984	38,046.00	38,046.00	100.0%	
18" RCP (4-6)	256	LF	34.87	8,926.72		-		-	256	8,926.72	8,926.72	100.0%	
18" RCP (6-8)	352	LF	3687	12,978.24		-		-	352	12,978.24	12,978.24	100.0 %	
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
56.78	
17,715.36		
-		
-	
312	
17,715.36	
17,715.36	
100.0%	
24" RCP (4-6)	176	LF	47.78	8,409.28		-		-	176	8,409.28	8,409.28	100.0%	
24" RCP (6-8)	944	LF	49.78	46,992.32		-		-	944	46,992.32	46,992.32	100.0%	
24" RCP (8-10)	216	LF	52.78	11,400.48		-		-	216	11,400.48	11,400.48	100.0%	
30" RCP (6-8)	216	LF	65.14	14,070.24		-		-	216	14,070.24	14,070.24	100.0%	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228.00	33,228.00	100.0%	
36" RCP (6-8)	680	LF	85.07	57,847.60		-		-	680	57,847.60	57,847.60	100.0%	
36" RCP (8-10)	152	LF	88.07	13,386.64		-		-	152	13,386.64	13,386.64	100.0%	
42" RCP (8-10)	424	LF	105.67	44,804.08		-		-	424	44,804.08	44,804.08	1000%	
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	49	EA	17.83	873.67		-		-	49	873.67	873.67	
100.0%	
PIPE DIAPERS	12	RLS	189.17	2,270.04		-		-	12	2,270.04	2,270.04	100.0%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
3,233.13	
29,098.17		
-		-	
9	
29,098.17	
29,098.17	
100.0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61, 62, 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70		
-		
-	
10	
39,110.70	
39,110.70	
100.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
5,673.40	
17,020.20		
-		
-	
3	
17,020.20	
17,020.20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98	4,604.98		-		-	1	4,604.98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	6,159.39	12,318.78		-		-	2	12,318.78	12,318.78	100.0%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16		-		-	1	6,848.16	6,848.16	100.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4,180.68	
4,180.68		
-		
-	
1	
4,180.68	
4,180.68	
100.0%	
MODIFIED "H" INLET CTRL. STR. (4-6)
(201)	
1	
EA	
6,655.02	
6,655.02		
-		
-	
1	
6,655.02	
6,655.02	
100.0%	
MODIFIED "H" INLET CTRL. STR. (8-10)
(121)	
1	
EA	
7,664.79	
7,664.79		
-		
-	
1	
7,664.79	
7,664.79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4,476.06	4,476.06		-		-	1	4,476.06	4,476.06	100.0%	
TRIPLE 24" MES	6	EA	1,828.92	10,973.52		-		-	6	10,973.52	10,973.52	100.0%	
INVERTS	30	EA	491.83	14,754.90		-		-	30	14,754.90	14,754.90	100.0%	
18" PRECAST MES (44, 53)	2	EA	766.18	1,532.36		-		-	2	1,532.36	1,532.36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
1,028.92	
7,202.44		
-		
-	
7	
7,202.44	
7,202.44	
100.0%	
30" PRECAST MES (114)	1	EA	1,589.29	1,589.29		-		-	1	1,589.29	1,589.29	100.0%	
36" PRECAST MES (134)	1	EA	1,835.39	1,835.39		-		-	1	1,835.39	1,835.39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05	2,279.05		-		-	1	2,279.05	2,279.05	100.0%	
42" MES GIP CONCRETE APRON	1	EA	2,260.00	2,260.00		-		-	1	2,260.00	2,260.00	100.0 %	
57 STONE	100	TNS	57.67	c6.:Z6l.0.(;J I"<	-		-	100	5,767.00	5,767.00	100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIODTO	11/11/19	APPLICATION NO:	Fifteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1.0	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17,461.60	100.0%	
57 STONE	300	TNS	47.67	14,301.00		-		-	300	14,301.00	14,301.00	100.0%	
FABRIC	3	RL	386.39	1,159.17		-		-	3	1,159.17	1,159.17	100.0%	
6" END CAPS	52	EA	9.51	494.52		-		-	52	494.52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1,560	2,574.00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446.00		-		-	1,560	4,446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	28.70	6,486.20		-		-	226	6,486.20	6,486.20	100.0%	
DEWATER	1128	LF	12.75	14,382.00		-		-	1,128	14,382.00	14,382.00	100.0%	
15" RCP (6-8)	32	LF	28.81	921.92		-		-	32	921.92	921.92	100.0%	
18" RCP (0-4)	304	LF	32.87	9,992.48		-		-	304	9,992.48	9,992.48	100 .0%	
18" RCP (4-6)	128	LF	34.87	4,463.36		-		-	128	4,463.36	4,463.36	100 .0%	
18" RCP (6-8)	216	LF	36.87	7,963.92		-		-	216	7,963.92	7,963.92	100.0%	
24" RCP (6-8)	32	LF	49.78	1,592.96		-		-	32	1,592.96	1,592.96	100.0%	
30" RCP (8-10)	288	LF	68.14	19,624.32		-		-	288	19,624.32	19,624.32	100.0%	
36" RCP (6-8)	328	LF	86.07	28,230.96		-		-	328	28,230.96	28,230.96	100.0%	
36" RCP (8-10)	232	LF	88.07	20,432.24		-		-	232	20,432.24	20,432.24	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
19	
EA	
17.83	
338.77		
-		
-	
19	
338.77	
338.77	
100.0%	
PIPE DIAPERS	5	RLS	189.17	945.85		-		-	5	945.85	945.85	100.0%	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27	
2,933.27		-		-	
1	
2,933.27	
2,933.27	
100.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
3,233.13	
12,932.52		
-		
-	
4	
12,932.52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
3,911.07	
19,555.35		
-		
-	
5	
19,555.35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40	5,673.40		-		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98	4,604.98		-		-	1	4,604.98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,159.39	6,159.39		-		-	1	6,159.39	6,159.39	100.0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	1	4,476.06	4,476.06	1000%	
INVERTS	14	EA	491.83	6,885.62		-		-	14	6,885.62	6,885.62	100.0%	
18" PRECAST MES	3	EA	766.18	2,298.54		-		-	3	2,298.54	2,298.54	100.0%	
36" PRECAST MES	1	EA	1,835.39	1,835.39		-		-	1	1,835.39	1,835.39	100.0%	
57 STONE	50	TNS	57.56	2,878.00		-		-	50	2,878.00	2,878.00	100.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		-		-	520	8,730.80	8,730.80	100.0%	
57 STONE	150	TNS	47.56	7,134.00		-		-	150	7,134.00	7,134.00	100.0%	
FABRIC	2	RL	386.39	772.78		-		-	2	772.78	772.78	100.0%	
10 t:I\JlJ \..,At-';:,
_,,.,, ......	26	EA	9.51	247.26		-		-	26	247.26	247.26	100.0%	
I U I AL -> I Ul'<IVI - _				771,361.57		-		-		771,361.57	771,361.57	100.0%	
								Less Previous Draws ........ .... .. .	771,361.57		
								Amount due this Draw.. ...... ... ..	-		

CUSTOMER: AMELIA WALK COD
PROJECT: AMELIA WALK PH 4A  & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUilTS													
PAVING AS-BUILTS	1	LS	17,000.00	17,000.00		-		-	0.5	8,500 .00	8,500 .00	50.0%	
PAVING AS-BUilTS	1	LS	7,200.00	7,200.00		-		-	1.0	7,200 .00	7,200 .00	100.0%	
DRAINAGE AS-BUILTS	4128	LF	1.25	5,160.00		-		-	4,128	5,160.00	5,160.00	100.0%	
,-  '"	;,t: M0-1::jUIL I;:,	1560	LF	1.25	1,950.00		-		-	1,560	1,950.00	1,950.00	100.0%	
I U  IAL    1-'AVll'Jl.:I ANU .)'  '"	.;;t: A::i-
BUILTS				
31,310.00		
-		-		
22,810 .00	
22,810 .00		
								Less Previous Draws ...............	22,810.00		
								Amount due this Draw .............	-		

IJC:A VVA I t:K UI.:, I Kli:jU I IVI ::iY::i I t:M													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-		-	7,140	11,781 .00	11,781.00	100.0%	
FLUSH , BT & TEST	7140	LF	0.50	3.570.00		-		-	7,140	3,570.00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291 .50	1,291.50	100.0%	
12" DR18 PVC	340	LF	31.26	10,628.40		-		-	340	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	24.23	62,028.80		-		-	2,560	62,028 .80	62,028 .80	100.0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59,564 .80	59,564.80	100.0%	
6" DR18 PVC	520	LF	12.71	6,609.20		-		-	520	6,609 .20	6,609 .20	100.0%	
2" POLY PIPE	440	LF	7.61	3,348.40		-		-	440	3,348.40	3,348.40	100.0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-		-	15	1,998 .30	1,998.30	100.0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	0.20	1,428.00		-		-	7,140	1,428.00	1,428.00	100.0%	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		-		-	6	1,620 .06	1,620 .06	100.0%	
10" BELL RESTRAINTS	58	EA	234.56	13,604.48		-		-	58	13,604.48	13,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	149.17	11,187.75		-		-	75	11,187 .75	11,187.75	100.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	45	4,207 .50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924.43	
1,924.43		
-		
-	
1	
1,924.43	
1,924.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427.06	2,427.06		-		-	1	2,427.06	2,427.06	100.0%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		-	8	16,515.52	16,515.52	100.0%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	13	17,701 .32	17,701 .32	100.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024 .22	2,024 .22	100.0%	
2" FLUSHING HYDRANT	2	EA	1,552.17	3,104.34		-		-	2	3,104 .34	3,104.34	100.0%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	2	585.34	585.34	100.0%	
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	

4,059.25	

8,118.50		

-		

-	

2	

8,118 .50	

8,118.50	

100.0%	
FIRE HYDRANT ASSY (WI 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

10	

EA	

4,219.88	

42,198.80		

-		

-	

10	

42,198.80	

42,198.80	

100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO	Fifteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

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, SOLTS,
NUTS & WASHERS)	

4	

EA	

4,460.17	

17,840.68		

-		

-	

4	

17,840.68	

17,840.68	

100.0%	
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	

4,616.05	

4,616.05		

-		

-	

1	

4,616.05	

4,616.05	

100.0%	
10" MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582.79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	1	538.80	538.80	100.0%	
10" MJ 11.25 BEND	14	EA	538.80	7,543.20		-		-	14	7,543.20	7,543.20	100.0%	
8" MJ 11.25 BEND	27	EA	380.19	10,265.13		-		-	27	10,265.13	10,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	1	339.77	339.77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99	1,110.99		-		-	1	1,110.99	1,110.99	100.0%	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-		-	3	3,029.79	3,029.79	100.0%	
10"X8" MJ TEE	1	EA	931.47	931.47		-		-	1	931.47	931.47	100.0%	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	1	589.99	589.99	100.0%	
1O"X8" MJ REDUCER	3	EA	452.01	1,356.03		-		-	3	1,356.03	1,356.03	100.0%	
8"X6" MJ REDUCER	2	EA	346.90	693.80		-		-	2	693.80	693.80	100.0%	
10" MJ PLUG	2	EA	273.54	547.08		-		-	2	547.08	547.08	100.0%	
6"X2" TAP CAP	2	EA	324.63	649.26		-		-	2	649.26	649.26	100.0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-		-	50	26,394.00	26,394.00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		-		-	9	5,110.47	5,110 .47	100.0%	
DOUBLE LONG SERVICES	25	EA	1,180.12	29,503.00		-		-	25	29,503.00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		-		-	2,960	4,884.00	4,884.00	100.0%	
FLUSH, BT & TEST	2960	LF	0.50	1,480.00		-		-	2,960	1,480.00	1,480.00	100.0%	
COMPACTION & DENSITIES	19	EA	28.70	545.30		-		-	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	24.23	47,975.40		-		-	1,980	47,975.40	47,975.40	100.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		-		-	420	7,627.20	7,627.20	100.0%	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	360	4,575.60	4,575.60	100.0%	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	200	1,522.00	1,522.00	100.0%	
LOCATE WIRE	6	LF	133.22	799.32		-		-	6	799.32	799.32	100.0%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-		-	7	1,740.27	1,740.27	100.0%	
LOCATE WIRE TESTING	2960	LF	0.50	1,480.00		-		-	2,960	1,480.00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-		-	45	10,555.20	10,555.20	100.0%	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	7	1,044.19	1,044.19	100.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561.00	100.0%	
CONNECT TO 1O" STUB-OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		
-		
-	
1	
1,300.00	
1,300.00	
100.0%	
10" MJ GATE VALVE	5	EA	2 ,064.44	10,322.20		-		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	1,361.64	2,723.28		-		-	2	2,723.28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17		-		-	1	1,552.17	1,552.17	100.0%	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	2	585.34	585.34	100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID   DAlE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (YV/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,059.25	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
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	

4,219.88	

4,219.88		

-		

-	

1	

4,219.88	

4,219.88	

100.0%	
FIRE HYDRANT ASSY (YV/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85		

-		

-	

5	

22,300.85	

22,300.85	

100.0 %	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380.19	380.19		-		-	1	380.19	380.19	100.0%	
6" MJ 11.25 BEND	3	EA	324.31	972.93		-		-	3	972.93	972.93	100.0%	
1O"X8" MJ TEE	2	EA	931.47	1,862.94		-		-	2	1,862.94	1,862.94	100.0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200.53	200.53		-		-	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	1	346.90	346.90	1000%	
6"X2" TAP CAP	1	EA	240.96	240.96		-		-	1	240.96	240.96	100 .0%	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-		-	41	22,024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-		-	8	4.490.80	4,490.80	100.0%	
IDOUBLE LONG SERVICES	8	EA	1,181.53	9,452.24		-		-	8	9,452.24	9,452.24	100.0%	
I U I AL Jl::A WA I t:K UIS I Klt:SU I JUN
SYSTEM				
584,214.67		
-		-		
584,214.67	
584,214.67	
100.0%	
								Less Previous Draws . ..............	584,214.67		
								Amount due this Draw .............	-		

JEA .:>ANll At<.l .:>l:VVl:t<. SY.:. 11:IVI													
SURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	7,210	11,896.50	11,896.50	100.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548.50		-		-	7,210	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	28.70	20,893.60		-		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	12.75	69,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	15.05	2,949.80		-		-	196	2,949.80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	17.05	19,334.70		-		-	1,134	19,334.70	19,334.70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25,603.20		-		-	1,344	25,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		-		-	1,274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45,454.50		-		-	1,890	45,454.50	45,454.50	100.0%	
8" SDR26 PVC (12-14)	924	LF	27.05	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	2	6,342.08	6,342.08	100.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
3,292.58	
29,633.22		
-		
-	
9	
29,633.22	
29,633.22	
100.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27.)	
7	
EA	
3,906.31	
27,344.17		
-		
-	
7	
27,344.17	
27,344.17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30.)	4	EA	4,623.61	<i,94,	-		-	4	18,494.44	18,494.44	100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL UNIT COST
7,208.26	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
		EA				.		.	1	7,208.26	7,208.26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,
15, 34, 32)	
8	
EA	
5,572.88	
44,583.04		.		-	
8	
44,583.04	
44,583.04	
100.0%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50		-		.	1	5,777.50	5,777.50	100.0%	
"B" MANHOLE (12-14) (16, 17.)	2	EA	6,462.70	12,925.40		-		-	2	12 ,92 5.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18)	
1	
EA	
13 ,559.71	
13,559.71		
.		
-	
1	
13,559.71	
13,559.71	
100.0%	
57 STONE	75	TNS	57.56	4,317.00		.		.	75	4,317.00	4,317.00	100.0%	
PRECAST INVERTS (INCLUDED IN
STRUCTURE PRICE)	
35	
EA	
268.89	
9,411.15		.		
-	
35	
9,411.15	
9,411.15	
100.0%	
6" & 8" BOOTS	111	EA	203.43	22,580.73		-		-	111	22,580.73	22,580.73	100.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-		.	35	15,341 .55	15,341.55	100.0%	
8" DROP BOWLS	3	EA	1,095.04	3,285.12		.		.	3	3,285.12	3,285.12	100.0%	
6" SERVICES & FITTINGS	111	EA	449.53	49,897.83		.		.	111	49,897.83	49,897.83	100.0%	
SURVEY & LAYOUTS	2744	LF	1.65	4,527.60		.		.	2,744	4,527 .60	4,527 .60	100.0%	
SEWER TV & INSPECTION	2744	LF	2.85	7,820.40		-		-	2,7 44	7,820 .40	7,820.40	100.0%	
COMPAC TION & DENSITIES	222	EA	28.70	6,371.40		-		.	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	12.75	22,848.00		-		.	1,792	22,848.00	22,848.00	100.0%	
8" SDR26 PVC (4-6)	952	LF	17.05	16,231.60		-		.	952	16,231.60	16 ,231 .60	100.0%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135 .60		.		.	952	18,135.60	18,135 .60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		.		-	490	11,294.50	11,294.50	100.0%	
8" SDR26 PVC (10-12)	350	LF	25.05	8,767 .50		.		-	350	8,767.50	8,767.50	100.0%	
"A" MANHOLE (0-4) (19)	1	EA	3,171.04	3,171.04		-		-	1	3,171 .04	3,171 .04	100.0%	

"A" MANHOLE (4-6) (1, 2, 3, 4, 20, 21, 22)	
7	
EA	
3,292.58	
23,048 .06		.		
.	
7	
23,048 .06	
23,048.06	
100.0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	3,906.31	19,531.55		.		.	5	19,531.55	19,531.55	100.0%	
"A " MANHOLE (8-10) (8, 9)	2	EA	4,623.61	9,247 .22		.		.	2	9,247 .22	9,247.22	100.0%	
CONNEC T TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
-		

.	

1	

2,689 .17	

2,689 .17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

2,689.17	

2,689.17		

.		
-	

1	

2,689 .17	

2,689 .17	

100.0%	
57 STONE	50	TNS	57.56	2,878.00		.		-	50	2,878.00	2,878.00	100.0%	
PRECAST INVERTS	15	EA	268.89	4,033.35		-		-	15	4,033. 35	4,033.35	100.0%	
6" & 8" BOOTS	63	EA	203.43	12,816.09		.		.	63	12,816.09	12,816.09	100.0%	
MANHOLE ADJUSTMENTS	15	EA	438.33	6,574.95		.		.	15	6,574.95	6,574.95	100.0%	
u 0c"vlvt: & r-11 1 INl:i::i	63	EA	447 .78	28,210.14		.		.	63	28,210.14	28,210.14	100.0%	
1 u I AL Jt:A ::iANI I AKY ::it:Wt:K
SYSTEM				
758,249.64		.		
.		
758,249.64	
758,249.64	
100.0%	
								Less Previous Draws ...............	758,249.64		
								Amount due this Draw... ... ... .. ..	-		

Page 10 of 13

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
""'""""'INn. T ui;;;wwC.l"l LIi'" I ;:,I A I IUN
SYSTEM													
SURVEY & LAYOUTS	1	LS	2,700.00	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583 .00	2,583 .00	100.0%	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,72 9.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151 .20	1,151.20	100.0%	
WET WELL - LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83	
46,298.83		
-		
-	
1	
46,29 8.83	
46,298 .83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS	
305,800.00	
305,800.00		
-		
-	
1.00	
305,800.00	
305,800.00	
100.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238.18	1,238.18		-		-	1	1,238.18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		-		-	1,620	2,673 .00	2,673 .00	100.0%	
FLUSH	1620	LF	0.75	1,215.00		-		-	1,620	1,215 .00	1,215 .00	100.0%	
COMPACTION & DENSITIES	11	EA	28.70	315.70		-		-	11	315 .70	315 .70	100.0%	
6" DR18 PVC	1600	LF	12.71	20,336.00		-		-	1,600	20,336 .00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	0.80	1,296.00		-		-	1,620	1,296 .00	1,296 .00	100.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561 .00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03		-		-	1	4,873.03	4,873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3,550.17	3,550 .17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37		-		-	1	1,565 .37	1,565 .37	100.0%	
6" CASE (B) CROSSING	1	EA	3,199.32	3,199.32		-		-	1	3,199 .32	3,199 .32	100.0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1,938 .22	1,938 .22	100.0%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2 ,794 . 74	2 ,794 . 74	1 00 .0 %	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		-		-	2	1,909 .68	1,909 .68	100.0%	
IGUN1\Jr::v I I U t:XI::; I IN\..:i 1i· ;::, I Ut:l-UU I
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42		-		
-	
1	
1,661.42	
1,661.42	
100.0%	
I U I AL Jt::A ;:,Ai\JI I AK Y .:,c::vVt::K Lit'" I
ST A TION SYSTEM				
428,146.77		-		
-		
428 , 146 . 77	
428 , 146 .77	
1 00 .0%	
								Less Previous Draws ... ..... ... ....	428 ,146 .77		
								Amount due this Draw.............	-		
													
WATER AND SEWER AS-BUilTS													
WATER AS-BUILTS	7140	LF	1.25	8,925.00		-		-	7,140	8,925.00	8,925.00	100.0%	
WATER AS-BUilTS	2960	LF	1.25	3,700.00		-		-	2,960	3,700 .00	3,700 .00	100.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-		-	7,210	9,012 .50	9,012.50	100.0%	
SEWER AS-BUilTS	2744	LF	1.25	3,430.00		-		-	2,744	3,430 .00	3,430 .00	100.0%	
LIFT STATION AS-BUilTS	1	LS	3,600.00	3,600.00		-		-	0.5	1,800 .00	1,800 .00	50.0 %	
lt'"UKGt:: IVIAIN A::;-t:JUIL I;::,	1620	LF	1.25	2,025.00		-		-	1,620	2,025.00	2,025.00	100.0%	
lt:lUIL1;:,				30,692.50		-		-		28,892.50	28,892.50		
								Less Previous Draws ...............	28,892.50		
								Amount due this Draw.. ...... ... ..	-		
				Page 11 of 3								

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO:	Fifteen (15)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
IN:1'(11.:>A I IUl'I ;:)LCCV,:;,o Al'IU
ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		-		-	-	-	-	0.0%	
3" SLEEVES	250	LF	9.00	2,250.00		-		-	-	-	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		-	250	2,500.00	2,500.00	50.0%	
10 :SU::t:Vl::::S	500	EA	13.00	6,500.00		-		-	-	-	-	0.0%	
I U I AL IKK/liA I /UN::iLt:t:vt:.:, ANU
ELEC/TELEPHONE				
15,750.00		-		-		
2,500.00	
2,500.00	
15.9%	
								Less Previous Draws .... ...........	2,500.00		
								Amount due this Draw.... .... .. ...	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37.6	150,400.00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	4,000.00	53,040.00		-		.	13.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS 4B	

11718	

CY	

2.40	

28,123.20		
-		

.	

11 ,718	

28 ,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY	
2.40	
21,511.20		
-		
.	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOT PADS 48	
3892	
CY	
2.40	
9,340.80		
-		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LOT PADS 4A	

192958	

CY	

0.60	

115,775.00		
-			

192,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7,030.80		
-		

.	

11,718	

7,030.80	

7,030.80	

100.0%	
I;:,1-'Kt:AU & vUIVll-'AC I UIK I t'KUIVI
PHASE 4A GOING TO LOTS & PADS 4B	
12885	
CY	
0.60	
7,731.00		
.		
-	
12,885	
7,731.00	
7,731 OD	
100.0%	
IUIAL LUI -•				392,952.00		.		.		392 ,952.00	392,952.00	100.0%	
								Less Previous Draws ...............	392,952.00		
								Amount due this Draw .. ....... .. ..	.		

PAYMENT AND PERFORMANCE BOND													
ltsUNU	1	LS	53,122.00	53,122.00		.		.	1	53,122.00	53,122.00	100. 0%	
I U I AL t"'A T !VICI I ANU 1-'t:KrUKMANGt:
BOND				
53,122.00		

.		
-		
53,122.00	
53,122.00		
								Less Previous Draws .. .. ...........	53 ,122.00		
								Amount due this Draw.............	-		

vV1t I ll'O<> I ALL l:iLl:I:v,:;;;,													
CLC\, I N:lvAL													
INSTALL CONDUIT	1	LS	83,300.00	83,300.00		-		-	1.0	83,300.00	83,300.00	100.0%	
MARK UP	1	LS	8,330.00	8,330.00		.		-	1.0	8,330.00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8,100.00	8,100.00		.		-	1	8,1OD.DO	8 ,1 DO.DO	100.0%	
IVIAKl'\UI-'	1	LS	810.00	1-'a l¥.U{'J -5	-		-	1	810.00	810.00	100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	10 /12/19 PERIOD TO:	11 /11 /19	APPLICATION NO:	Fifteen (15)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
IUIAL				100,540.00		-		-		100 ,540 .00	100,540 .00	100.0%	
IRRIGAflONSLt:t:vi:;:,													
111\1-:> I ALL ::iLt:t:vt:-:>	250	LF	10.00	2,500.00		-		-	250	2,500.00	2,500.00	100.0%	
I u fAL IRRIGAI Il.JN-SLE1:v1:;:,				2,500.00		-		-		2 ,500 . 00	2 , 500 .00		
IUIALl,;Uln				I UJ 1U &I-U . UU		-		-		103 , 040 .00	103,040.00		
								Less Previous Draws ..... ... ... ... .	103,040.00		
								Amount due this Draw.. ..... .... ..	-		
CO#2 DIRT & RCP CHANGES													
IKAISED ..,jf-OIT' L' - KIVt:K l::llK(.;H
COURT	
12032		
3.00	
36,096.00		
-		
-	
12,032	
36,096.00	
36,096.00	
100.0%	
!REPLACE RCP WITH HP t-'lf-'I::.	1		(27,001.40)	(27,001.40)		-		-	1	(27,001.40)	(27,001.40)	100.0%	
24" FIRE HYDRANT EXTENSIONS	2		1,151.64	2,303.28		-		-	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		19.05	(8,724.90)		-		-	(458)	(8,724.90)	(8,724.90)	100.0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40		-		-	128	2,182.40	2,182.40	100.0%	
"A" MANHOLE 6-8'	-2		3,906.31	(7,812.62)		-		-	(2)	(7,812.62)	(7,812.62)	100.0%	
I.:'.t-1 BARREL ::st:GTION (S-30)	1		435.49	435.49		-		-	1	435.49	435.49	100.0%	
IUIAL 1,;U#2				(2 ,521.75)		-		-		(2,521.75)	(2,521.75)		
								Less Previous Draws .... ... .... ... .	(2,521.75)		
								Amount due this Draw.. .. ....... ..
I	I	-		

TOTAL				5,696,159.10				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due Application 14
Amount  due Application 15	5,489 ,236.72	
									274,4 61.84	
									5,214,774 .88	
									4,768,169.37	
									172,143.68	
		274,4 61.83	

Page 13 of 13

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 48

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	$	274,461.83	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	$	274,461.83 , 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	11TH	day of	NOVEMBER, 2019.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI Signature:	Z¥	

Date Executed:

State of Florida County of Baker

Subscribed and sworn before me this

11/11/19

--11TH--day of	NOVEMBER,   2019.

..eo*

 	-	

Notary Public
My Commission Expires:
County of Residence:	Bradford

)1-Y P/Jg	ROBIN l YNH SMITH
Commission#  GG 149986
(>"	Expi,es January 25, 2022
-,,_OF r,..O	Bonded. TmJ Budge! i'iolal)' SeM:e$

 APPLICATION AND CERTIFICATE  FOR PAYMENT	

TO (OWNER):
Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092

FROM (CONTRACTOR): EARTHWORKS OF FLORIDA, LLC 11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063
904-653-2800

PROJECT: Amelia Walk, Phase 4A and 48
Amelia Concourse Nassau County Florida

ENGINEER: Mccranie & Associates
301 Centre Street, Suite 200 Fernandina Beach, FL 32034

APPLICATION NO:

PERIOD FROM:
PERIOD TO:

PROJECT NO:

CONTRACTOR'S APPLICATION FOR PAYMENT	APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN  CONNECTION	
	WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED		
	1. ORIGINAL CONTRACT SUM................................................	$	5,595,640.85	
	
2. NET CHANGE BY CHANGE ORDERS.... ..................................	
$	100,518.25	
			
	3. CONTRACT SUM TO DATE (LINE 1 & 2)............................	$	5,696,159.10	
	
4. TOTAL COMPLETED & STORED TO DATE............ ..............	
5,489,236.73	
	5. RETAINAGE:
a.  10% OF COMPLETED WORK...................	548,923.67		
	b.  10% OF STORED MATERIAL....................	 i			

SUBSTANTIAL COMPLETION DATE: CONTRACT DATE:

Fourteen (14)

10/12/19
11/11/19 (11/ 25/ 19)

10ffi2018

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDffiONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00	

2,521.75	
NUMBER	DATE APPROVED			
CO# ! CO# 2				
TOTALS	103 040.00	2,521.75	
NET CHANGE BY CHANGE ORDERS	10 0,518.25	

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR

TOTAL RETAINAGE (LINE Sa+ Sb)..................................................

TOTAL EARNED LESS RETAINAGE

LESS PREVIOUS CERTIFICATES FOR PAYMENT...................

 i	548£923.67 
 i	4,940,313.06
  i	4,768,169.37

WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND PAYMENTS RECEIVED FROM THE OWNER, AND THAT CURRENT

8.CURRENT PAYMENT DUE..........................................................  $	172,143.69

PAYMENT SHOWN HEREIN IS NOW DUE.

CONTRACTOR: EARTHWORKS OF FLORIDA, LLC

9. BALANCE TO FINISH, PLUS RETAINAGE...............................

STATE OF:	FLORIDA	COUNTY OF:	BAKER

  i	755£846.04 
,1-"'; .	R081N LYNN SUl1li

BY:

MATTHEW MOCINI
74		DATE:	11/11L19

SUBSCRIBED AND SWORN TO BEFORE ME THIS 11th OF NOVEMBER, 2019 NOTARY PUBLIC:	 	K--	 MY COMMISSION EXPIRES:

""	•	Commission# GG 149986
* 	*	E.xpoos.)anua,y25,2022
"'t  on#	llcfldedlm!BodgetNclalJSIM<AIS

ENGINEER'S CERTIFICATE FOR PAYMENT
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION,

AMOUNT CERTIFIED	..-'-$ $172,143.69 _

(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM

THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN

THE AMOUNT APPLIED FOR.)

Phase 4A - $121,189.16
Phase 4B - $ 50,954.53

12/26/2019

ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE CONTRACTOR IS ENTITLED TO PAYMENT OF THE AMOUNT CERTIFIED

 ENGINEER:		DATE:	
THI S CERTIFICATEI S NOT NEGOTIABLE. THE AMOUNTCERTIFIE D IS PAYABLE ONLY T O THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOUT PREJUDICETO ANY RIG HTS OF THE OWNER AND CONTRACTOR UNDER THIS CONTRACT.

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 :	Fourteen  (14)	Project:	Amelia Walk, Phase 4A and 48 PERIOD FROM:		10/12/19
PERIOD TO :	11/11/19	

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

10%	RETAINAGE TO DATE

10%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
58,588.10	
-		
58,588.10	
99%	
890.00	
-	
5,858.81	
CLEARING AND GRUBBING	199,733.00	199,733.00	-		199,733.00	100%	-	-	19,973.30	

SEEDING AND MULCHING AND SOD	
229,877.57	
151,725.12	
74,686.64		
226,411.76	
98%	
3,465.81	
7,468.66	
22,641.18	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
46,939.34	
295.11		
47,234.45	
100%	
0.00	
29.51	
4,723.44	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	-		
13,188.88	
100%	
-	
-	
1,318.89	
STORMWATER MANAGEMENT
FACILilY CONSTRUCTION	
730,804.42	
730,804.42	
0.00		
730,804.42	
100%	
-	
0.00	
73,080.44	
ROADWAY CONSTRUCTION	1,249,525.28	1,032,161.86	38,346.86		1,070,508.72	86%	179,016.56	3,834.69	107,050.87	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	0.00	-	77,136.16	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	21,525.00	1,285.00		22,810.00	73%	8,500.00	128.50	2,281.00	

JEA WATER DISTRIBUTION SYSTEM	
584,214.67	
582,714.67	
1,500.00		
584,214.67	
100%	-	
150.00	
58,421.47	
JEA SANITARY SEWER SYSTEM	758,249.64	739,546.23	18,703.41		758,249.64	100%	0.00	1,870.34	75,824.96	
JEA SANITARY SEWER LIFT
STATION SYSTEM	
428,146.77	
423,788.77	
4,358.00		
428,146.77	
100%	
-	
435.80	
42,814.68	
WATER AND SEWER AS-BUILTS	30,692.50	20,900.00	7,992.50		28,892.50	94%	1,800.00	799.25	2,889.25	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750.00	
2,500.00	-		
2,500.00	
16%	
13,250.00	
-	
250.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	39,295.20	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	-		
53,122.00	
100%	-	
-	
5,312.20	

										
ORIGINAL CONTRACT AMT	5,595,640.85	5,241,550.95	147,167.52	-	5,388,718.47	96.30%	206,922.38	14,716.75	538,871.85	
										
CO#1 INSTALL SLEEVES	103,040.00	56,415.00	46,625.00		103,040.00	100%	-	4,662.50	10,304.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)		(2,521.75)		(2,521.75)	100%	-	(252.18)	(252.18)	

TOTAL CONTRACT	5,696,159.10	5,297,965.95	191,270.77	-	5,489,236.72	96.37%	206,922.38	19,127.08	548,923.67	

CUSTOMER: AMELIA WALK COD
PROJECT: AMELIA WALK PH 4A  & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018		SCHEDULE	OF VALUES		
					
STORE	

STORED VALUE TO DATE

-
-
-
-
-
-
-

-

-
-
-
-
-

-
-
-
-
-
-
-
-
-

-	
INSTALL	
QTY
INSTALLED  INSTALLE		VALUE VALUE THIS	OTO	INSTALLED
PERIOD	DATE	TO DATE

-	1	10 ,000.00
-	1	15,299.50
-	1	11,200 .00
-	0.9	8,010.00
-	1.0	5,000 .00
-	278	7 , 978.60
-	4	1,100.00
-	58 , 588 . 10
Less Previous Draws .. ......... ....
Amount due this Draw.. ...........

-	25.4	101,600.00
-	5.07	20,280.00
-	40 , 184	60 , 276.00
-	11,718	17,577.00
-	199 ,733.00
Less Previous Draws .... . ... .......
Amount due this Draw.............

-	1,333	3,879.03
-	16,944	49,307.04
11,836.16	21,136	11,836.16
11,435.20	20,420	11,435.20
51,415.28	181,813	101,815.28
-	1 , 067	3,104.97
-	8,061	4,514.16
-	8 ,183	4,582.48
-	64 , 174	35 , 937.44
74 ,686 .64	226 ,411.76
Less Previous Draws ...............
Amount due this Draw.............			
			TOTAL	TOTAL	DOTY		ED QTY		TOTAL		
DESCRIPTION	
QTY.	
UNIT MEASURE	UNIT COST	MATERIAL  &
LABOR COST	TO DATE		THIS PERIOD		INSTALLED &
STORED VALUE	%
COMP	
M'	, 1 IUN ANU :::ii It:											
PREPARATION											
MOBLIZATION	1	LS	10,000.00	10,000.00			-		10 ,000 .00	100 .0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50					15,299.50	100.0%	
SURVEY & LAYOUTS 48	1	LS	11,200.00	11,200.00					11,200 .00	100 .0%	
ASBUILTS4A	1	LS	8,900.00	8,900.00					8,010.00	90.0%	
ASBUILTS48
DENSITY TESTING 4A & 48
1r-'KU IUK	·]
278
4	LS
EA EA	5,000.00
28.70
275.00	5,000.00
7,978.60
1,100.00					5,000.00
7,978.60
1,100.00	100.0%
100.0%
100.0%	
TOTAL MUtsl[]ZAl IUN ANU.>II t:											
PREPARATION				59 ,478.10					58 , 588 . 10	98.5%	
									58,588 .10		
									-		
CLEARING AND GRUBBING											
CLEAR AND GRUB 4A	25.4	AC	4,000.00	101,600.00					101,600.00	100.0%	
CLEAR AND GRUB 48	5.07	AC	4,000.00	20,280.00					20,280.00	100.0%	
STRIP4A ISTRIP 4B	40184
11718	CY
CY	1.50
1.50	60,276.00
17,577.00					60,276.00
17,577.00	100.0%
100.0%	
TOTAL	""	AND c; •				199,733.00					199,733 . 00	100.0 %	
									199,733 .00		
									-		

.:>t:t:DING AND •••"	ANU::;uu											
!SOD BEHIND CURB 1.67'	2524	SY	2.91	7,344.84					3,879.03	52.8%	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04					49,307.04	100.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16			21,136		11,836.16	100.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20			20,420		11,435.20	100.0%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28			91,813		101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104.97					3,104.97	100.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16					4,514 .16	100.0%	
SEED & MULCH ROW 1;:;1::ED & MULCH LOTS	8183
64174	SY SY	0.56
0.56	4,582.48
35,937.44					4,582.48
35,937.44	100.0%
100.0%	
I U I AL ::Sl::1::UING ANU MULCHING ANU											
SOD				229,877.57					226 ,411.76	98.5%	
									151,725.12		
									74,686.64		

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA  WALK  PH  4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
SILT FENCING 4A	9300	LF	1.97	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 48	6800	LF	1.97	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		
-	
0.1	
295.11	
1.0	
2,951.11	
2,951.11	
100.0%	
MAIN I !:::!'!... ._;t:: Ut- UN::i I KU I IUN
ENTRANCE 48	
1	
EA	
2,951.11	
2,951.11		-		-	
1	
2,951.11	
2,951.11	
100.0%	
IUIAL !:   •-• •~ ANU	I
CONTROL				
47,234.45				
295.11		
47,234.45	
47,234.45	
100.0%	
								Less Previous Draws ...............	46,939.34		
								Amount due this Draw...... ...... .	295.11		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
,Nt-'Ut:.;:, r-c:rsc,vll I "tD	1	LS	6,594.44	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
IUIAL.:,1-, ... · 1 c" t'ULLU 11uN
PREVENTION PLAN				
13,188.88		-		-		
13,188.88	
13,188.88	
100.0%	
								Less Previous Draws ... ............	13,188.88		
								Amount due this Draw............ .	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 48	

14935	

CY	

2.40	

35,844.00		
-		
-	

14,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
2.40	
60,597.60		
-		
-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
2.40	
1,144.80		-		-	
477	
1,144.80	
1,144.80	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24,535.20		
-		
-	
10,223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
2.40	
212,899.20		-		-	
88,708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
2.40	
150,444.00		

.		-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
2.40	
9,393.60		-		-	
3,914	
9,393.60	
9,393.60	
100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES

STORE	INSTALL	QTY
TOTAL	TOTAL	DOTY	STORED	ED QTY	INSTALLED  INSTALLE	VALUE	TOTAL
DESCRIPTION	UNIT	MATERIAL  &	TO	VALUE TO	THIS	VALUE THIS	D TO	INSTALLED	INSTALLED &	%
QTY.	UNIT MEASURE	COST	LABOR COST	DATE	DATE	PERIOD	PERIOD	DATE	TO DATE	STORED VALUE CO MP
EXCAVATE POND# 15 MOVE DIRT TO
PADS4A	41566	CY	2.40	99,758.40	-	-	41,566	99,758.40	99,758.40 10 0.0%
EXCAVATE POND #15 / LOAD & HAUL
OUT EXCESS DIRT 4A	2332	CY	2.40	5,596.80	-	-	2,332	5,596.80	5,596.80 100.0%
EXCAVATE FROM POND 14 48 MOVE
DIRT TO NON STRUCTURAL AREAS 48	2080	CY	2.40	4,992.00	-	-	2,080	4,992.00	4,992.00    100.0%
STATION BALANCE 48	7732	CY	2.40	18,556.80	-	-	7,732	18,556.80	18,556.80    100.0%
DEWATER4A	253156	CY	0.25	64,131.50	-	-	253,156	64,131.50	64,131.50   100.0%
DEWATER4B	11718	CY	0.24	2,812.32	-	-	11,718	2,812.32	2,812.32   100.0%
PAVING AREA CUT/ MOVE EXCESS
DIRT TO RIGHT  OF WAY 48	1082	CY	2.40	2,596.80	-	-	1,082	2,596.80	2,596.80 100.0%
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 48	56	CY	2.40	134.40	-	-	56	134.40	134.40 100.0%
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 48	113	CY	2.40	271.20	-	-	113	271.20	271.20 100.0%
SPREAD & COMPACT STATION
BALANCE 48	7732	CY	0.60	4,639.20	-	-	7 ,7 32	4,639.20	4,639.20 100.0%
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	2050	CY	0.60	1,230.00	-	-	2,050	1,230.00	1,230.00 100.0%
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 48	1251	CY	0.60	750.60	-	-	1,251	750.60	750.60 100.0%
MACHINE DRESS NON-STRUCTURAL
4B	8061	SY	0.32	2,579.52	-	-	8 ,061	2 ,579.52	2,579.52     100.0%
IIIIIACHINE Ut-<t:::;::;lDTS4B	64174	SY	0.32	20,535.68	-	-	64,174	20,535.68	20,535.68    100.0%
TOTAL STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	730,804.42	-	-	730,804.42	730,804.42 100.0%
Less Previous Draws ............. ..	730,804.42
Amount due this Draw.............	0.00

,.:.A;,r l.,Ut<I.:> fRUC I IUN
!STATION BALANCE 4A	11456	CY	2.40	27,494.40	-	-	11,456	27,494.40	27,494.40 100.0%
SPREAD & COMPACT STATION
BALANCE4A	11456	CY	0.60	6,873.60	-	-	11,456	6,873.60	6,873.60 100.0%
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	17681	CY	0.60	10,608.60	-	-	17,681	10,608.60	10,608.60   100.0%
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00	-	25,240	12,620.00	40,240	20,120.00	20,120.00   100.0%
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00	-	12,920	3,876.00	20,420	6,126.00	6,126.00   100.0%
MACHINE DRESS NON-STRUCTURAL
4A	21136	SY	0.30	6,340.80	-	-	21,136	6,340.80	6,340.80    100.0%
MACHINE  DRESS POND SLOPES 4A	16944	SY	0.60	10,166.40	-	-	16,944	10,166.40	10,166.40     100.0%
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90	-	11,813	3,543.90	181,813	54,543.90	54,543.90   100.0%
REGRADE AFTER UGE 48	16498	SY	0.50	8,249.00	-	-	16,498	8,249.00	8,249.00  100.0%
MACHINE DRESS RIGHT  OF WAY 48	8183	SY	0.30	2,454.90	-	-	8 ,1 83	2,454.90	2,454.90    100.0%
SURVEY & LAYOUT	1	LS	22,500.00	22,500.00	-	-	1.0	22,500.00	22,500.00     100.0%
MOT	1	LS	1,594.44	1,594.44	-	-	1	1 ,594.4 4	1,594.44     100.0%
DENSITIES	96	EA	28.70	l9	3	-	-	96	2,755.20	2,755.20 100.0%

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA  WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032.50	8,032.50	100 .0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	4.30	91,658.80		-		-	21,316	91,658.80	91,658.80	100.0%	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	13,600	8,840.00	8,840.00	100.0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127,160.00		-		-	13,600	127,160.00	127,160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		.	18,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-		.	800	27,720.00	27,720.00	65.1%	
H/C RAMPS	18	SF	345.00	6,210.00		.		.	-	.	-	0.0%	
ADA MATS	270	SF	35.46	9,574.20		.		.	-	-	.	0.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125.00	1,875.00		.	1	125.00	15	1,875.00	1,875.00	1000%	
6" LIMEROCK (6050 TN)	18293	SY	11.03	201,771.79		-		.	18,293	201,771.79	201,771.79	100.0%	
PRIME	18293	SY	0.62	11,341.66		-	13,818	8,567.16	18,293	11,341.66	11,341.66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	10.14	185,491.02		.		.	4,219	42,780.66	42,780.66	23.1%	
ASPHALT CORES	35	EA	125.00	4,375.00		-		.	10	1,250.00	1,250.00	28.6%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00		-		.	0.6	3,850.20	3,850.20	60.0%	
SURVEY & LAYOUT	1	LS	9,500.00	9,500.00		.	1	9,500.00	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		.		.	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	28.70	1,033.20		-	4	114.80	36	1,033.20	1,033.20	100.0%	
PROCTOR	2	EA	275.00	550.00		-		.	2	550.00	550.00	100.0%	
LBRTEST	10	EA	297.50	2,975.00		.		-	10	2,975.00	2,975.00	100.0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		.		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	0.65	3,737.50		-		.	5,750	3,737.50	3,737.50	100.0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		.		.	5,750	53,762.50	53,762.50	100.0%	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11,047.60		-		-	7,780	11,047.60	11,047.60	100.0%	
SIDEWALK	536	SY	34.65	18,572.40		-		-	536	18,572.40	18,572.40	100.0%	
H/C RAMPS	11	EA	345.00	3,795.00		-		.	11	3,795.00	3,795.00	100.0%	
ADA MATS	165	SF	35.46	5,850.90		-		-	165	5,850.90	5,850.90	100.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	125.00	875.00		.		.	7	875.00	875.00	100.0%	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.60		-		-	7,780	87,291.60	87,291.60	100.0%	
PRIME	7780	SY	0.62	4,823.60		.		.	7,780	4,823.60	4,823.60	100.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	7,780	80,989.80	80,989.80	100.0%	
'',_ ., ,_ 7 (..;UKt:::;	15	EA	125.00	1,875.00		.		.	15	1,875.00	1,875.00	100.0%	
I U I AL KUAUVVA 1 GUN::; I KUG I IUN				1,249,525.28		-		38,346.86		1,070,508.72	1,070,508.72	85.7%	
								Less Previous Draws ...... .........	1,032,161.86		
								Amount due this Draw.............	38,346.86		

Page 4 of 13

CUSTOMER: AMELIA WALK CDD
PROJECT:  AMELIA WALK  PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID  DATE: 10/5/2018	SCHEDULE OF VALUES

STORE	INSTALL	QTY
TOTAL	TOTAL	DQTY	STORED	ED QTY	INSTALLED  INSTALLE	VALUE	TOTAL
DESCRIPTION	UNIT	MATERIAL &	TO	VALUE TO	THIS	VALUE THIS	OTO	INSTALLED	INSTALLED &	%
QTY.	UNIT MEASURE	COST	LABOR COST	DATE	DATE	PERIOD	PERIOD	DATE	TO DATE	STORED VALUE COMP

::,fORM •	:::iY:::ilCM
SURVEY & LAYOUTS	4128	LF	1.65	6,811.20	-	-	4 , 128	6,811.20	6,811.20    100.0%
STORM TV & INSPECTION	4128	LF	2.85	11,764.80	-	-	4,128	11,764.80	11,764.80   100.0%
COMPACTION & DENSITIES	570	EA	28.70	16,359.00	-	-	570	16 , 359.00	16,359.00    100.0%
DEWATER  (6' OR DEEPER)	2984	LF	12.75	38,046.00	-	-	2,984	38 ,046 .00	38,046.00   100.0%
18" RCP (4-6)	256	LF	34.87	8,926.72	-	-	256	8 ,926. 72	8,926.72    100.0%
18" RCP (6-8)	352	LF	36.87	12,978.24	-	-	352	12,978.24	12,978.24    100.0%
24" RCP (0-4) (TRIPLE BARREL/ 104' X
3)	312	LF	56.78	17,715.36	-	-	312	17,715.36	17,715.36     100.0%
24" RCP (4-6)	176	LF	47.78	8,409.28	-	-	176	8,409.28	8,409 .28   100.0%
24" RCP (6-8)	944	LF	49.78	46,992.32	-	-	944	46,992.32	46,992.32  100.0%
24" RCP (8-10)	216	LF	52.78	11,400.48	-	-	216	11,400.48	11,400.48  100.0%
30" RCP (6-8)	216	LF	65.14	14,070.24	-	-	216	14 ,070.24	14 ,070 .24   100.0%
36" RCP (4-6)	400	LF	83.07	33,228.00	-	-	400	33,228.00	33,228.00   100.0%
36" RCP (6-8)	680	LF	85.07	57,847.60	-	-	680	57 ,847.60	57 ,847 .60  100.0%
36" RCP (8-10)	152	LF	88.07	13,386.64	-	-	152	13,386.64	13,386.64  100.0%
42" RCP (8-10)	424	LF	105.67	44,804.08	-	-	424	44,804.08	44,804.08  100.0%
PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	49	EA	17.83	873.67	-	-	49	873.67	873.67  100.0%
PIPE DIAPERS	12	RLS	189.17	2,270.04	-	-	12	2,270.04	2,270.04    100.0%
SINGLE CURB INLET (4-6) (41, 42, 43,
51,  52,  111,  112, 131, 151.)	9	EA	3,233.13	29,098.17	-	-	9	29 ,098.17	29 ,098 .17 1 00.0%
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61,  62,  102, 132, 113)	10	EA	3,911.07	39,110.70	-	-	10	39,110 . 70	39,110 .70	100 . 0 %
SINGLE CURB INLET (8-10) (122, 123,
142)	3	EA	5,673.40	17,020 .20	-	-	3	17 , 020 .20	17,020  .20  100 .0 %
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98	4,604.98	-	-	1	4,604.98	4,604.98  100.0%
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	6,159.39	12,318.78	-	-	2	12,318.78	12,318 .78 100.0%
DOUBLE  CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16	-	-	1	6,848.16	6,848.16    100.0%
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	1	EA	4,180.68	4,180.68	-	-	1	4,180.68	4,180.68 100.0%
MODIFIED "H" INLET CTRL. STR. (4-6)
(201)	1	EA	6,655.02	6,655 .02	-	-	1	6,655.02	6,655.02 100.0%
MODIFIED "H" INLET CTRL. STR. (8-10)
(121)	1	EA	7,664.79	7,664.79	-	-	1	7,664.79	7,664.79    100.0%
STORM  MANHOLE  (8-10)  (202)	1	EA	4,476.06	4,476.06	-	-	1	4 ,476.06	4,476.06     100.0%
TRIPLE 24" MES	6	EA	1,828.92	10,973.52	-	-	6	10 ,973.52	10,973  . 52 100.0%
INVERTS	30	EA	491.83	14,754.90	-	-	30	14,754.90	14,754.90  100.0%
18"  PRECAST  MES (44, 53)	2	EA	766.18	1,532.36	-	-	2	1 , 532.36	1,532 . 36   100 .0%
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	7	EA	1,028.92	7,202.44	-	-	7	7 ,2 02 .44	7,202.44     100.0%
30" PRECAST MES (114)	1	EA	1,589.29	1,589.29	-	-	1	1,589.29	1,589.29   100.0%
36"  PRECAST MES (134)	1	EA	1,835.39	1,835.39	-	-	1	1,835.39	1,835.39    100.0%
42" PIPE MITERED (124)	1	EA	2,279.05	2,279.05	-	-	1	2,279.05	2,279.05  100.0%
42"  MES CIP CONCRETE APRON	1	EA	2,260.00	2,260.00	-	-	1	2,260 .00	2,260 .00   100.0%
57 STONE	100	TNS	57.67	di..Zb7:.QG	-	-	100	5,767.00	5,767.00     100.0%

PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1.0	1,188 .89	1,188 .89	100 .0%	
UNDERDRAIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17,461.60	100 0%	
57 STONE	300	TNS	47.67	14,301.00		-		-	300	14 , 301 . 00	14 , 301.00	10 0 .0%	
FABRIC	3	RL	386.39	1,159.17		-		-	3	1 ,159 . 17	1 ,159.17	1 00. 0 %	
6" END CAPS	52	EA	9.51	494.52		-		-	52	494.52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1 ,560	2 ,574 .00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446.00		-		-	1,560	4,446 .00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	28.70	6,486.20		-		-	226	6,486.20	6,486.20	100.0%	
DEWATER	1128	LF	12.75	14,382.00		-		-	1,128	14,382 .00	14,382.00	100.0%	
15" RCP (6-8)	32	LF	28.81	921.92		-		-	32	921.92	921.92	100.0%	
18" RCP (0-4)	304	LF	32.87	9,992.48		-		-	304	9,992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36		-		-	128	4,463 .36	4,463.36	100.0%	
18" RCP (6-8)	216	LF	36.87	7,963.92		-		-	216	7,963.92	7,963.92	100.0%	
24" RCP (6-8)	32	LF	49.78	1,592.96		-		-	32	1,592.96	1,592.96	100 0%	
30" RCP (8-10)	288	LF	68.14	19,624.32		-		-	288	19,624 .32	19,624.32	100.0%	
36" RCP (6-8)	328	LF	86.07	28,230.96		-		-	328	28 ,230 .96	28,230.96	100.0%	
36" RCP (8-10)	232	LF	88.07	20,432.24		-		-	232	20,432 .24	20,432.24	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
19	
EA	
17.83	
338.77		-		-	
19	
338.77	
338.77	
100.0%	
PIPE DIAPERS	5	RLS	189.17	945.85		-		-	5	945 .85	945.85	100.0%	

SINGLE CURB INLET (0-4) (S-11)	
1	EA	
2 ,933 . 27	
2 ,933 .27		-		-	
1	
2,933 .27	
2,933.27	
100.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
3,233.13	
12,932.52		
-		
-	
4	
12,932 .52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
3,911.07	
19,555.35		
-		
-	
5	
19,555 .35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40	5,673.40		-		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98	4,604.98		-		-	1	4,604 .98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (S-1}	1	EA	6,159.39	6,159.39		-		-	1	6 , 159.39	6,159.39	100.0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06	4,476.06		-		-	1	4,476 .06	4,476.06	100.0%	
INVERTS	14	EA	491.83	6,885.62		-		-	14	6,885 .62	6,885.62	100.0%	
18" PRECAST MES	3	EA	766.18	2,298.54		-		-	3	2,298.54	2,298.54	100.0%	
36" PRECAST MES	1	EA	1,835.39	1,835.39		-		-	1	1 ,835 .39	1,835.39	100.0%	
57 STONE	50	TNS	57.56	2,878.00		-		-	50	2,878.00	2,878.00	100.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188.89		-		-	1	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	520	LF	16.79	8,730.80		-		-	520	8,730 .80	8,730.80	100.0%	
57 STONE	150	TNS	47.56	7,134.00		-		-	150	7,134.00	7,134.00	100.0%	
FABRIC	2	RL	386.39	772.78		-		-	2	772.78	772.78	100.0%	
o t::NU GAt-'	26	EA	9.51	247.26		-		-	26	247 .26	247.26	100.0 %	
IUIAL ::.IUKM UKAINAut: ;;,1:::,1 cm				771,361.57		-		-		771,361.57	771,361.57	100.0%	
								Less Previous Draws .. .. ...........	771,361 .57		
								Amount due this Draw.............	-		

PROJECT: AMELIA WALK PH 4A & 48	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUILTS													
PAVING AS-BUilTS	1	LS	17 ,000 .00	17 ,000 .00		-		-	0.5	8,500 .00	8,500 .00	50.0%	
PAVING AS-BUilTS	1	LS	7,200.00	7,200.00		-		-	1 . 0	7 ,200.00	7 ,200 . 00	1 00.0%	
DRAINAGE AS-BUilTS	4128	LF	1.25	5,160.00		-	1,028	1,285.00	4,128	5,160.00	5,160.00	100 0%	
UKAINAGt: A::i-tlUIL 1;::,	1560	LF	1.25	1,950.00		-		-	1,560	1 ,950 .00	1,950 .00	100.0%	
I U I AL r-1-\Vll I..O ANU Ut<AINA(.jl:: A::i-
BUilTS				
31,310.00		-		
1,285.00		
22,810.00	
22 ,810 .00		
								Less Previous Draws .. .......... ...	21,525.00		
								Amount due this Draw..... ..... . ..	1,285 .00		
													
Jl::A ••" I c" u1,;, 1 t<lt::IU I 1v1 <>,., I c,v1													
													
SURVEY & LAYOUTS	7140	LF	1.65	11,781.00		-		-	7,140	11,781 .00	11 ,781 .00	100.0%	
FLUSH, BT & TEST	7140	LF	0.50	3,570.00		-		-	7,140	3,570 .00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291 .50	1,291.50	100.0%	
12" DR18 PVC	340	LF	31.26	10,628.40		-		-	340	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	24.23	62,028.80		-		-	2,560	62 ,028 .80	62 ,028 .80	100.0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59 ,564 .80	59,564 .80	100.0%	
6" DR18 PVC	520	LF	12.71	6,609.20		-		-	520	6,609.20	6,609.20	100.0%	
2" POLY PIPE	440	LF	7 .61	3 ,348.40		-		-	440	3 ,348.40	3 ,348.40	100 .0 %	
LOCATE WIRE	15	RL	133.22	1,998.30		-		-	15	1 , 99 8. 30	1 , 998 .30	1 00.0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-	6	1,491 .66	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	0.20	1,428.00		-	4,500	900 .00	7,140	1,428.00	1,428 .00	100.0%	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		-		-	6	1,620.06	1,620 .06	100.0%	
10 " BELL RESTRAINTS	58	EA	234.56	13,604.48		-		-	58	13,604.48	13,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	149.17	11,187.75		-		-	75	11 ,187.75	11 ,187 .75	100 0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	45	4,207 .50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924.43	
1,924.43		
-		
-	
1	
1,924.43	
1,924.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427.06	2,427.06		-		-	1	2,427 .06	2,427 .06	100.0%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		-	8	16,515.52	16,515 .52	100.0%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	13	17 ,701 . 32	17 ,701.32	1 00.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024 .22	2,024 .22	100.0%	
2" FLUSHING HYDRANT	2	EA	1,552.17	3,104.34		-		-	2	3,104 .34	3,104 .34	100.0%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	2	585 .34	585.34	100.0%	
FIRE HYDRANT ASSY (YV/ 6 " X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS , BOLTS ,
NUTS & WASHERS)	

2	

EA	

4,059.25	

8,118.50		

-		

-	

2	

8,118 . 50	

8 , 118 . 50	

1 00.0%	
FIRE HYDRANT ASSY (YV/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

10	

EA	

4,219.88	

42,198.80		

-		

-	

10	

42,198.80	

42,198.80	

100.0%	

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

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 & WASHERS)	

4	

EA	

4,460.17	

17,840.68		

-		

-	

4	

17,840 .68	

17,840.68	

100.0%	
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	

4,616.05	

4,616.05		

-		

-	

1	

4,616.05	

4,616.05	

100.0%	
1O" MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582 .79	582.79	100. 0%	
10" MJ 22 .5 BEND	1	EA	538.80	538.80		-		-	1	538 .80	538.80	100.0%	
10" MJ 11.25 BEND	14	EA	538.80	7,543.20		-		-	14	7 , 543 .20	7 ,543 .20	1 00.0%	
8" MJ 11.25 BEND	27	EA	380.19	10,265.13		-		-	27	10,265.13	10 ,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	1	339 .77	339.77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99	1,110.99		-		-	1	1,110.99	1,110.99	100.0%	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-		-	3	3,029 .79	3,029 .79	100.0%	
1O"X8" MJ TEE	1	EA	931.47	931.47		-		-	1	931.47	931.47	100.0%	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	1	589 .99	589.99	100.0%	
1O"X8" MJ REDUCER	3	EA	452.01	1,356.03		-		-	3	1,356.03	1,356.03	100.0%	
8"X6" MJ REDUCER	2	EA	346.90	693.80		-		-	2	693 .80	693 .80	100.0%	
10" MJ PLUG	2	EA	273.54	547.08		-		-	2	547.08	547.08	100.0%	
6"X2" TAP CAP	2	EA	324.63	649.26		-		-	2	649 .26	649.26	100.0%	
SINGLE SHORT SERVICES	50	EA	527.88	26,394.00		-		-	50	26 , 394.00	26 , 394.00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		-		-	9	5,110.47	5,110.47	100.0%	
DOUBLE LONG SERVICES	25	EA	1,180.12	29,503.00		-		-	25	29,503.00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	1.65	4,884.00		-		-	2,960	4,884.00	4,884.00	100.0%	
FLUSH , BT & TEST	2960	LF	0.50	1,480.00		-		-	2,960	1,480 .00	1,480.00	100.0%	
COMPACTION & DENSITIES	19	EA	28.70	545.30		-		-	19	545 .30	545.30	100.0%	
10" DR18 PVC	1980	LF	24.23	47,975.40		-		-	1,980	47,975.40	47,975.40	100.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		-		-	420	7,627 .20	7,627.20	100.0%	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	360	4,575 .60	4,575 .60	100.0%	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	200	1,522 .00	1,522 .00	100.0%	
LOCATE WIRE	6	LF	133.22	799.32		-		-	6	799 .32	799.32	100.0%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		-		-	7	1,740 .27	1,740 .27	100.0%	
LOCATE WIRE TESTING	2960	LF	0.50	1,480.00		-		-	2,960	1,480.00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-		-	45	10,555 .20	10 ,555.20	100.0%	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	7	1,044 .19	1,044 .19	100.0%	
6" BELL RESTRA INTS	6	EA	93.50	561.00		-		-	6	561 .00	561 .00	100.0%	
CONNECT TO 1O" STUB-OUT FROM
PHASE 4A W/ 1O" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		-		-	
1	
1,300.00	
1,300.00	
100.0%	
10" MJ GATE VALVE	5	EA	2,064.44	10,322.20		-		-	5	10 ,322 .20	10,322 .20	100.0%	
8" MJ GATE VALVE	2	EA	1,361.64	2,723.28		-		-	2	2,723.28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2,024 .22	2,024 .22	100.0"/4	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17		-		-	1	1,552.17	1,552.17	100.0%	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	2	585.34	585.34	100.0%	

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (YJ! 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,059.25	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
FIRE HYDRANT ASSY (Yv/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		

-		

-	

1	

4,219.88	

4,219.88	

100 0%	
FIRE HYDRANT ASSY (WI 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85		

-		

-	

5	

22,300.85	

22,300.85	

100.0%	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380.19	380.19		-		-	1	380.19	380.19	100.0%	
6" MJ 11.25 BEND	3	EA	324.31	972.93		-		-	3	972.93	972.93	100 0%	
1O" X8" MJ TEE	2	EA	931.47	1,862.94		-		-	2	1,862.94	1,862.94	100.0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200.53	200.53		-		-	1	2 00.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	1	346.90	346.90	100.0%	
6"X2" TAP CAP	1	EA	240.96	240.96		-		-	1	240.96	240.96	100.0%	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-		-	41	22,024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-		-	8	4,490.80	4,490.80	100.0%	
!UUUl:5Lt: LUN vc::f"'v"l\.,t:	8	EA	1,181.53	9,452.24		-		-	8	9,452.24	9,452.24	100.0%	
I U I AL Jt:A vv,-,. I t:K UI::; I Kll:!U I IUN
SYSTEM				
584,214.67		-		
2,391.66		
584,214.67	
584,214.67	
100.0%	
								Less Previous Draws ............. ..	582,714.67		
								Amount due this Draw.. ... ........	1,500.00		

JCI-\ .:)1-\1'1111-\l't I -,,;;;n,;;;n.:) 1,;, I CM													
SURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	7,210	11,896.50	11,896.50	100.0%	
SEWER TV & INSPECTION	7210	LF	2.85	20,548.50		-	2,410	6,868.50	7,210	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	28.70	20,893.60		-		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	12.75	69,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	15.05	2,949.80		-		-	196	2,949.80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	17.05	19,334.70		-		-	1,134	19,334.70	19,334.70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25,603.20		-		-	1,344	25,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		-		-	1,274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45,454.50		-		-	1,890	45,454.50	45,454.50	100.0%	
8" SDR26 PVC (12-14)	924	LF	27.05	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	2	6,342.08	6,342.08	100.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
3,292.58	
29,633.22		
-		
-	
9	
29,633.22	
29,633.22	
100.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27.)	
7	
EA	
3,906.31	
27,344.17		
-		
-	
7	
27,344.17	
27,344.17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30.)	4	EA	4,623.61	di-ii-M 13	-		-	4	18,494.44	18,494.44	100.0%	

CUSTOMER: AMELIA WALK COD
PROJECT:  AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIODTO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018		SCHEDULE OF VALUES		
					
STORE	

STORED VALUE TO DATE
-
-
-
-

-
-

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

-
-
-

-

-
-
-
-
-
-

-	
INSTALL	
QTY			
			TOTAL	TOTAL	DQTY		ED QTY	INSTALLED  INSTALLE	VALUE	TOTAL		
DESCRIPTION	
QTY.	
UNIT MEASURE	UNIT
COST	MATERIAL  &
LABOR COST	TO
DATE		THIS
PERIOD	VALUE THIS	O TO	INSTALLED
PERIOD	DATE	TO DATE	INSTALLED &
STORED VALUE	%
COMP	
LINED "A" MANHOLE (8-10) (29)	1	EA	7,208.26	7,208.26				-	1	7,208.26	7,208.26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14,											
15, 34, 32}	8	EA	5,572.88	44,583.04				-	8	44,583.04	44,583.04	100.0%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50				-	1	5,777.50	5,777.50	100.0%	
"B" MANHOLE (12-14) (16, 17.)	2	EA	6,462.70	12,925.40				-	2	12,925.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-											
18)	1	EA	13,559.71	13,559.71				-	1	13,559.71	13,559.71	100.0%	
57 STONE	75	TNS	57.56	4,317.00				-	75	4,317.00	4,317.00	i0 0 0%	
PRECAST INVERTS (INCLUDED IN											
STRUCTURE PRICE)	35	EA	268.89	9,411.15				-	35	9,411.15	9,411.15	100.0%	
6" & 8" BOOTS	111	EA	203.43	22,580.73				-	111	22,580.73	22,580.73	100.0%	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55			27	11,834.91	35	15,341.55	15,341.55	100.0%	
8" DROP BOWLS	3	EA	1,095.04	3,285.12				-	3	3,285.12	3,285.12	100.0%	
6" SERVICES & FITTINGS	111	EA	449.53	49,897.83				-	111	49,897.83	49,897.83	100.0%	
SURVEY & LAYOUTS
SEWER TV & INSPECTION	2744
2744	LF
LF	1.65
2.85	4,527.60
7,820.40				-	2,744	4,527.60
-	2,744	7,820.40	4,527.60
7,820.40	100.0%
100.0%	
COMPACTION & DENSITIES
DEWATER	222
1792	EA
LF	28.70
12.75	6,371.40
22,848.00				-	222	6,371.40
-	1,792	22,848.00	6,371.40
22,848.00	100.0%
100.0%	
8" SDR26 PVC (4-6)	952	LF	17.05	16,231.60				-	952	16,231.60	16,231.60	100.0%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60				-	952	18,135.60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50				-	490	11,294.50	11,294.50	100.0%	
8" SDR26 PVC (10-12)	350	LF	25.05	8,767.50				-	350	8,767.50	8,767.50	100.0%	
"A" MANHOLE (0-4) (19)	1	EA	3,171.04	3,171.04				-	1	3,171.04	3,171.04	100.0%	
"A" MANHOLE (4-6) (1, 2, 3, 4, 20, 21, 22)	7	EA	3,292.58	23,048.06				-	7	23,048.06	23,048.06	
100.0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	3,906.31	19,531.55				-	5	19,531.55	19,531.55	100.0%	
"A" MANHOLE (8-10) (8, 9)	2	EA	4,623.61	9,247.22				-	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTINGMH (6-8) NO											
CORING NEEDED. THERE WILL BE A											
KNOCKOUT IN MH.	1	EA	2,689.17	2,689.17				-	1	2,689.17	2,689.17	100.0%	
CONNECT TO EXISTING MH (10-12) NO											
CORING NEEDED. THERE WILL BE A											
KNOCKOUT IN MH	1	EA	2,689.17	2,689.17				-	1	2,689.17	2,689.17	100.0%	
57 STONE	50	TNS	57.56	2,878.00				-	50	2,878.00	2,878.00	100.0%	
PRECASTINVERTS	15	EA	268.89	4,033.35				-	15	4,033.35	4,033.35	100.0%	
6" &8" BOOTS	63	EA	203.43	12,816.09				-	63	12,816.09	12,816.09	100.0%	
MANHOLE ADJUSTMENTS
ltl ::St::KVll..;t:::, & Fil TfNt,;::S	15
63	EA
EA	438.33
447.78	6,574.95
28,210.14				-	15	6,574.95
-	63	28,210.14	6,574.95
28,210.14	100.0%
100.0%	
I U I AL Jl:::A ;::,ANI I AH. Y ;::, 'Vt:											
SYSTEM				758,249.64				18,703.41	758,249.64	758,249.64	100.0%	
								Less Previous Draws .... ... .. ..... .	739,546.23		
								Amount due this Draw.. ...........	18,703.41		

Page 10 of 13

CUSTOMER: AMELIA WALK CDD
PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	10/12/19 PERIOD TO:	11/11/19	APPLICATION NO:	Fourteen (14)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
--;JEJJ;SANITARY :>t:VVt:t(_-LlFT :51 A I IUN
SYSTEM													
SURVEY & LAYOUTS	1	LS	2,700.00	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2 ,583.00	2 , 583.00	1 00.0%	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151.20	1,151.20	100.0%	
WET WELL - LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83	
46,298.83		
-		-	
1	
46 ,298.83	
46 ,298.83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP
INCLUDED	
1	
LS	
305,800.00	
305,800.00		
-	
0.01	
3,058.00	
1.00	
305,800.00	
305,800.00	
100.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1 , 807.78	1,807.78	100.0%	
LIFT STA WATER SERVICE	1	EA	1,238.18	1,238.18		-		-	1	1,238 .18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		-		-	1,620	2,673.00	2,673.00	100.0%	
FLUSH	1620	LF	0.75	1,215.00		-		-	1,620	1,215.00	1,215.00	100.0%	
COMPACTION & DENSITIES	11	EA	28.70	315.70		-		-	11	315.70	315.70	100.0%	
6" DR18 PVC	1600	LF	12.71	20,336.00		-		-	1,600	20 ,336 .00	20,336 .00	100 .0%	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532.88	532 .88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	0.80	1,296.00		-		-	1,620	1,296 .00	1,296.00	100.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03		-		-	1	4 , 873.03	4 , 873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3,550 .17	3,550 .17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37		-		-	1	1,565.37	1,565.37	100.0%	
6" CASE (8) CROSSING	1	EA	3,199.32	3,199.32		-		-	1	3,199.32	3,199.32	100.0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1,938 .22	1,938 .22	100.0%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2 ,794.74	2,794 . 74	1 00.0%	
6" MJ 11.25 BEND	2	EA	954.84	1,909.68		-		-	2	1,909.68	1,909.68	100.0%	
ICUNNl:::C I I U t::AIS I ll'll:J 8' SI Ul:S-UU I
WITH A 8"X6" MJ REDUCER	
1	
EA	
1,661.42	
1,661.42		
-	
1	
1,661.42	
1	
1,661.42	
1,661.42	
100.0%	
I U I AL Jt:A .:>/-\I'll I /-\KY .::>t::VVt::K LIJ- I
STATION SYSTEM				
428,146.77		-		
4,719.42		
428,146.77	
428,146.77	
100.0%	
								Less Previous Draws ...............	423,788 .77		
								Amount due this Draw............ .	4,358.00		
													
WATER AND SEWER AS-BUILTS													
WATER AS-BUILTS	7140	LF	1.25	8,925.00		-	4,140	5 ,175.00	7,140	8,925.00	8,925.00	100.0%	
WATER AS-BUil TS	2960	LF	1.25	3,700.00		-		-	2 ,960	3 ,700 . 00	3 ,700 . 00	1 00.0%	
SEWER AS-BUILTS	7210	LF	1.25	9,012.50		-	2,210	2,762.50	7,210	9,012.50	9,012.50	100.0%	
SEWER AS-BUILTS	2744	LF	1.25	3,430.00		-	44	55 .00	2 ,744	3 ,430 .00	3 ,430 .00	1 00.0%	
LIFT STATION AS-BUilTS	1	LS	3,600.00	3,600.00		-		-	0.5	1,800 .00	1,800.00	50.0%	
J-UKCI::: MAIN AS-1:SUIL IS	1620	LF	1.25	2,025.00		-		-	1,620	2,025.00	2,025.00	100.0%	
BUILTS				30,692.50		-		7,992.50		28 ,892.50	28,892.50		
								Less Previous Draws ........ .......	20,900 .00		
								Amount due this Draw.. ...........	7,992 .50		
				Page 11 of 3								

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
lnn1u,.. I IVN i:>LCC v '-'" ANU
ELECfTELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		-		-	-	-	-	0.0%	
3"SLEEVES	250	LF	9.00	2,250.00		-		-	-	-	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		-	250	2,500.00	2,500.00	50. 0%	
o·· :SLt:t:vc:;:,	500	EA	13.00	6,500.00		-		-	-	-	-	0.0%	
I U I AL 1rsr<lbA I IUN Lt:t:vcc,ANU
ELECfTELEPHONE				
15,750.00		-		-		
2,500.00	
2,500.00	
15.9%	
								Less Previous Draws .. .. .. ..... ....	2,500.00		
								Amount due this Draw...... ...... .	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37.6	150,400.00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	4,000.00	53,040.00		-		-	13.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS 4B	

11718	

CY	

2.40	

28,123.20		
-		
-	

11,718	

28,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 4B	
8963	
CY	
2.40	
21,511.20		-		-	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE DIRT TO LOT PADS 4B	
3892	
CY	
2.40	
9,340.80		
-		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
&LOTPADS4A	

192958	

CY	

0.60	

115,775.00		
-			

192,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIPPINGS TO LOTS & PADS 4B	

11718	

CY	

0.60	

7,030.80		
-		
-	

11,718	

7,030.80	

7,030.80	

100.0%	
vrrs.t:/-\U & l,VIVU--1-\l, I Ulrs I r-t"(VIVI
PHASE 4A GOING TO LOTS & PADS 4B	
12885	
CY	
0.60	
7,731.00		-		-	
12,885	
7,731.00	
7,731.00	
100.0%	
IVIAL LU1'"	···-				392,952.00		-		-		392,952.00	392,952.00	100.0%	
								Less Previous Draws .. ... .. .... ... .	392,952.00		
								Amount due this Draw.. ..... ......	-		

PAYMENT AND PERFORMANCE BOND													
tlVNU	1	LS	53,122.00	53,122.00		-		-	1	53 ,122 .00	53,122.00	100.0%	
IV I AL t-'A T IVlt:l'i I ANU t-'1:::1-<t-U ... !'If_'.!::
BOND				
53,122.00		-		-		
53,122.00	
53,122.00		
								Less Previous Draws ....... ...... ..	53,122.00		
								Amount due this Draw..... ....... .	-		

UH I IN.:> I ALL :::.Lt:t:Vc.:,													
CLC\, I mv,..,_													
INSTALL CONDUIT	1	LS	83,300.00	83,300.00		-	0.5	41,650.00	1.0	83,300.00	83,300.00	100.0%	
MARK UP	1	LS	8,330.00	8,330.00		-	0.5	4,165.00	1.0	8,330.00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8,100.00	8,100.00		-		-	1	8,100.00	8,100.00	100.0%	
;1Vll-\t"(r-. Ut-'	1	LS	810.00	t-'8@11!J<Ue1	i,j	-	1	810.00	1	810.00	810.00	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
IUIAL				100,540.00		-		46,625.00		100,540.00	100,540.00	100.0%	
IKKll.:iA 1 1u r, ::iLt:t:Vc.>													
111,0 I ALL -:,Lt::t:: v c:v	250	LF	10.00	2,500.00		-		-	250	2,500.00	2,500.00	100.0%	
I u I AL'"''""'"''"'' lu, .. ::iLt:t:vc.>				2,500.00		-		-		2,500.00	2,500.00		
I U I ,_.L I..Ull' 1				·1u.>,U<JU.UU		-		46,625.00		103,040.00	103,040.00		
								Less Previous Draws ...............	56,415.00		
								Amount due this Draw...... ... . ...	46,625.00		
CO#2 DIRT & RCP CHANGES													
IRAISE:U RAUl:::S - KIVt::K BIRCH
COURT	
12032		
3.00	
36,096.00		-	
12,032	
36,096.00	
12,032	
36,096.00	
36,096.00	
100.0%	
IKt::1-'LACt:: KC!-' VVI I H nr-- 1-'lr--t::	l		(27,001.40)	(27,001.40)		-	1	(27,001.40	)	1	(27,001.40)	(27,001.40)	100.0%	
24" FIRE HYDRANT EXTENSIONS	2		1,151.64	2,303.28		-	2	2,303.28	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		19.05	(8,724.90)		-	(458)	(8,724.90	)	(458)	(8,724.90)	(8,724.90)	100.0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40		-	128	2,182.40	128	2,182.40	2,182.40	100.0%	
"A" MANHOLE 6-8'	-2		3,906.31	(7,812.62)		-	(2)	(7,812.62	)	(2)	(7,812.62)	(7,812.62)	100.0%	
!Lt" I - .." --- :::it::v I tVl'I (:::i-JU/	l		435.49	435.49		-	1	435.49	1	435.49	435.49	100.0%	
IUIAL '-U"-'				(2,521.75)		-		(2,521.75	)	(2,521.75)	(2,521.75)		
								Less Previous Draws .. .............			
								Amount due this Draw.............
I	I	(2,521.75)		

TOTAL				5,696,159.10				Total
Less 10% retainage
Amount Earned less Retainage Less Previous Draws
Amount due this Draw	5,489,236.74	
									548,923.67	
									4,940,313.07	
									4,768,169.37	
									172,143.69	

Page 13 of 13

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 48

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	$	172,143.69 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	$	172,143.69 , 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	11TH	day of	NOVEMBER, 2019.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI

Signature: :=ZK	

Date Executed:

State of Florida County of Baker

Subscribed and sworn before me this

11/11/19

--11TH--day of	NOVEMBER,   2019.

Notary Public
My Commission Expires:
County of Residence:	Bradford

ROBIN LYfli8111TH

Commission# GG 149986
Expi11es January 25, 2022
.,_.,,..,,1hnJ Bod')el-f'/

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: 61

Name of Payee: Hopping Green & Sams

Amount Payable: $ 276

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 invoice(s) from the vendor of the property acquired or the services rendered with respect to which disbursement is hereby requested.
AMELIA WALK COrvIMUNITY DEVELOPEMENT DISTRICT

By :
'ResponsibeOfficer

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 sucjL reporfshall h _been amended or modified on  the date hereof.	//
/	- -	-

/
Consulting Engin er

December 26, 2019

44974735;1

Attorneys and Counselors

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

=================================	STATEMENT =================================

October 31, 2019
Amelia Walk Community Development District	Bill Number 110894

c/o GMS, LLC
475 West Town Place, Suite 114 St. Augustine, FL 32092

Billed through 09/30/2019

Phase 3 & 4A Construction AWCDD	00116	JMW

FOR PROFESSIONAL SERVICES RENDERED
09/16/19	JMW	Confer with staff regarding funds remaining and outstanding invoices; review indenture and financing provisions; confer with McCrannie regarding requisitions; research project scope issues.

1.20 hrs

Total fees for this matter	$276.00

MATTER SUMMARY

Walters, Jason M.	1.20 hrs

230

/hr

$276.00

TOTAL FEES	$276.00
----------------
TOTAL CHARGES FOR THIS MATTER	$276.00

BILLING SUMMARY

Walters, Jason M.	1.20 hrs	230

/hr

$276.00

TOTAL FEES	$276.00
----------------
TOTAL CHARGES FOR THIS BILL	$276.00

Please include the bill number on your check.

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: 62

Name of Payee: Earthworks of Florida

Amount Payable:$ 131,043.25

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 oflssuance, if applicable):

See attached invoice.

Fund or Account from which disbursement to be made:

L		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;

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 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:
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

January 20, 2020

 APPLICATION  AND CERTIFICATE FOR PAYMENT	

TO(OWNER):
Amelia Walk Community Development District
475 West Town Place, Suite 114 St. Augustine, FL 32092

FROM (CONTRACTOR): EARTHWORKS OF FLORIDA, LLC 11932 NORTH STATE ROAD 121
MACCLENNY,FLORIDA 32063
904-653-2800

PROJECT: Amelia Walk, Phase 4A and 4B
Amelia Concourse Nassau County Florida

ENGINEER: Mccranie & Associates
301 Centre Street, Suite 200 Fernandina Beach, FL 32034

APPLICATION NO:

PERIOD FROM:
PERIOD TO:

PROJECT NO:
SUBSTANTIAL COMPLETION DATE: CONTRACT DATE:

Sixteen (16) 11/12/19
12/12/19
{12/25/19)

10/5/2018

CHANGE ORDER SUMMARY	
CHANGE ORDERS APPROVED IN PREVIOUS MONTHS BY OWNER
TOTAL	ADDmONS	DEDUCTIONS	
			
APPROVED THIS MONTH	

103,040.00

2,265.50	

2,521.75	
NUMBER	DATE APPROVED			
CO#l C0#2 CO#3				
TOTALS	105 305.50	2 521.75	
NET CHANGE BY CHANGE ORDERS	102,783.75	

CONTRACTOR'S APPLICATION FOR PAYMENT

APPLICATION IS MADE FOR PAYMENT, AS SHOWN BELOW, IN CONNECTION WITH THE CONTRACT. CONTINUATION SHEET, PAGE 2, IS ATTACHED

1. ORIGINAL CONTRACT SUM................................... ............ .

2. NET CHANGE BY CHANGE ORDERS......................................

3. CONTRACT SUM TO DATE (LINE 1 & 2)............•. ..............

$	5,595,640.85
$	102,783.75
$	5,698,424.60

4. TOTAL COMPLETED & STORED TO DATE................... .......	5,685,174.59

RETAINAGE:
a. 5% OF COMPLETED WORK...................	284,258.73

THE UNDERSIGNED CONTRACTOR CERTIFIES THAT TO THE BEST OF THE CONTRACTOR'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK COVERED BY THIS APPLICATION FOR PAYMENT HAS BEEN COMPLETED
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THAT ALL AMOUNTS HAVE BEEN PAID BY THE CONTRACTOR FOR WORK FOR

b. 5% OF STORED MATERIAL.. ..................	 $	

TOTAL RETAINAGE (LINE Sa+ Sb)..................................................

TOTAL EARNED LESS RETAINAGE	•

LESS PREVIOUS CERTIFICATES FOR PAYMENT..............•....

   $	284,258.73
$	5,400,915.87
$	5,214,774.89

WHICH PREVIOUS CERTIFICATES FOR PAYMENT WERE ISSUED AND
PAYMENTS RECENED FROM THE OWNER, AND THAT CURRENT

8.CURRENT PAYMENT DUE..... ..... .... .. ....... .. .......... .....................   ..	$	186,140.98

PAYMENT SHOWN HEREIN IS NOW DUE.

9. BALANCE TO FINISH, PLUS RETAINAGE...............................

   $	297,508.73

    sT=A T=E-co=F:-   -----:::FOL=RDI=A- -	 -----:::c=ouN=T:::Y:--:O--:  F:   -----::A:BK=E=R--    -    -    -    -    -    - -    -    -	----..,R 	N0l5YNNSIAfTl'I
SUBSCRIBED AND SWORN m BEFORE ME 11-iJS 12th OF DECEMBER, 2019 -		Com"'"''"' G81
/7.  /	_     ,	C.	L2_L_	-	Expi1'8S Janual'Y2, 5

•

NOTARYPUBLIC:	/c,,o--.:...._- -<.. -	CJ	 	r;;,j l,oodedThNBucgetllolarf

12/12/19

MY COMMISSION EXPIRES:	 0 f 

IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BASED ON ON-SITE OBSERVATIONS AND THE DATA COMPRISING THE ABOVE APPLICATION, THE ENGINEER CERTIFIES TO THE OWNER THAT TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION AND BELIEF THE WORK HAS PROGRESSED AS INDICATED, THE QUALITY OF THE WORK IS IN

AMOUNTCERTIFIED....................................................
(ATTACH EXPLANATION IF AMOUNT CERTIFIED DIFFERS FROM THE AMOUNT APPLIED FOR.)

$186,140.98 Total

- - ."·•1111+-

$131,043.25 - Phase 4A
$ 55,097.73 - Phase 4B

1/20/20

ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND THE
CONTRACTOR rs ENffiLED TO PAYMENT OF THE AMOUNT CERTIFIED

ENGINEER:	DATE:1
THIS CERTIACATE IS NOT NEGOTIABLE. THE AMOUNT CERTIAED IS PAYABLE ONLY TO THE CONTRACTOR NAMED HEREIN. ISSUANCE, PAYMENT AND ACCEPTANCE OF PAYMENT ARE WITHOLJT PREJUDICE TO ANY RIGHTS OF THE OWNER ANO CONTRACTOR UNOER THIS CONTRACT.

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

APPUCATION  NUMBER:	Sixteen  (16)	Project:	Amelia Walk, Phase 4A and 48 PERIOD FROM:		11/12/19
PERIOD  TO  :	12/ 12/ 19	

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

5%	RETAINAGE TO DATE

5%	
		PREVIOUS APPUCATIONS	THIS PERIOD							
										
MOBIUZATION AND SITE PREPARATION	
59,478 .10	
58,5 88.10	
890.00		
59,478.10	
100%	
-	
44.50	
2,973.91	
CLEARING AND GRUBBING	199,733 .00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
226,411.76	
3,465.81		
229,877.57	
100%	
-	
173.29	
11,493.88	
EROSION AND SEDIMENT
CONTROL	
47,234 .45	
47,234.45	-		
47,234.45	
100%	
0.00	-	
2,3 61.72	
STORMWATER POLLUTION
PREVENTION PLAN	
13,188.88	
13,188.88	
-		
13,188.88	
100%	
-	
-	
659.44	
STORMWATER MANAGEMENT
FACILITY CONSTRUCTION	
730 ,804.42	
730,804.42	
-		
730,804.42	
100%	
-	
-	
36,540.22	
ROADWAY CONSTRUCTION	1,249, 525.28	1,070,508.72	179,016.56		1,249,525.28	100%	-	8,950.83	62,476.26	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	0.00	-	38,5 68.08	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	22,810.00	8,500.00		31,310.00	100%	-	425.00	1,565.50	

JEA WATER DISTRIBLITION SYSTEM	
584,214.67	
584,214.67	-		
584,214.67	
100%	-	
-	
29,210 .73	
JEA SANITARY SEWER SYSTEM	758,249.64	758,249.64	-		758,249.64	100%	0.00	-	37,912.48	
JEA SANITARY SEWER UFT
STATION SYSTEM	
428,146. 77	
428,146.77	
-		
428,146.77	
100%	
-	-	
21,407.34	
WATER AND SEWER AS- BUILTS	30, 692.50	28,892.50	1,800.00		30,692.50	100%	-	90.00	1,534.63	
IRRIGATION SLEEVES AND
ELEC/T ELEPHONE	
15,750.00	
2,500.00	-		
2,500.00	
16%	
13,250.00	
-	
125.00	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	(0.00)	-	19,647.60	
PAYMENT AND PERFORMANCE
BOND	
53,122.00	
53,122.00	
-		
53,122.00	
100%	
-	
-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AMT	5,595,640.85	5, 388,718.47	193,672.37	-	5,582,390.84	99.76%	13,250.01	9,683.62	279,119.54	
								-		
CO#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103,040.00	100%	-	-	5,152.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)	{2,521.75)	-		(2,521.75)	100%	-	-	(12 6.09)	
CO#3 SILT FENCE	2,265.50		2,265.50		2,265 .50	100%	-	113 ,28	113.28	
										
TOTAL CONTRACT	5,698 ,4 24. 60	5,489,236.72	195,937.87	-	5,685,174.59	99.77%	13,250.01	9,796.89	284,258.73	

PROJECT:  AMELIA  WALK PH 4A & 48	PERIOD FROM:	11/12/19 PERIOD TO:	12/12/19	APPLICATION NO:	Sixteen (16)

IBID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UN1T MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED&
STORED VALUE	

%
COMP	
,IIUN ANU::Sllt:.													

PREPARATION													
MCJBLIZAT!ON	1	LS	10,000.00	10,000.00		-	-	-	1	10,000.00	10,000.00	100.0%	
SURVEY & LAYOUTS 4A	1	LS	15,299.50	15,299.50		-		-	1	1 5,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 48	1	LS	11,200.00	11,200.00		-		-	1	11,200.00	11,200.00	100,0%	
ASBUILTS 4A	1	LS	8,900.00	8,900.00		-	0.1	890.00	1.0	8,900.00	8,900.00	100 .0%	
ASBUILTS 4B	1	LS	5,000.00	5,000.00		-		-	1.0	5,000.00	5,000.00	1000%	
DENSITY TESTING 4A & 4B	278	EA	28.70	7,978.60		-		-	278	7,978.60	7,978.60	100.0%	
[PROClUK	4	EA	275.00	1,100.00		-		-	4	1,100.00	1,100.00	100 ,0%	
IUIAL MU ILl£AIIUN ANUSlit:.
PREPARATION				
59,478.10		-		
890.00		
59,478.10	
59,478.10	
100.0%	
								Less Previous Draws ......,........	58,588.10		
								Amount due this Draw... ... .. ... ..	890.00		
													
CLEARING AND GRUBBING													
CLEAR AND GRUB 4A	25.4	AC	4.000.00	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	4,000.00	20,280.00		-		-	5.07	20,280.00	20,280.00	100.0%	
STRIP 4A	40184	CY	1.50	60,276.00		-		-	4 0,184	60,276.00	60,276.00	100.0%	
IS I Kit' 4B					11718	CY	1.50	17,577.00		-		-	11,718	17,577.00	17,577.00	100.0%	
I U	l	;A	N					1 99,733.00		-		-		199,733.00	199,733.00	100.0%	
								Less Previous Draws .. ...... ..... ..	199,733.00		
								Amount due this Draw.............	-		

::>t:.t:.Ull'I\:> Al'l[J MULGHIN\:i AND SOU													
SCJD BEHIND CURB 1.67'	2524	SY	2.91	7,344.84		-	1,191	3,465.81	2,524	7.344.84	7,344.84	100.0%	
SOD POND SLOPES 14 & 15	16944	SY	2.91	49,307.04		-		-	16,944	49,307.04	49,307.04	100 0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	0.56	11,836.16		-		-	21.136	11,836.16	11,836.16	100.0%	
SEED & MULCH ROW	20420	SY	0.56	11,435.20		-		-	20,420	11,435.20	11,435.20	100 .0%	
SEED & MULCH LOTS	181813	SY	0.56	101,815.28		-		-	181,813	101,815.28	101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	2.91	3,104,97		-		-	1,067	3,104.97	3,104.97	100. 0%	
SEED & MULCH NON STRUCTURAL	8061	SY	0.56	4,514.16		-		-	8,061	4,514.16	4,514.16	100 ,0%	
SEED & MULCH ROW	8183	SY	0.56	4,582.48		-		-	8,183	4,582.48	4,582.48	10 0,0 %	
IS!::l:::D & MULCH LOTS	64174	SY	0.56	35,937.44		-		-	64,174	35,937.44	35,937.44	1000%	
IUI Al S!::!::UING ANU MULCh1m ., ANU
SOD				
229,877.57		-		
3,465.81		
229,877.57	
229,877.57	
100,0 %	
								Less Previous Draw s ...... .........	226,411.76		
								Amount due this Draw.............	3,465.81		
												-	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE
OTO DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
													
SILT FENCING 4A	9300	LF	1.97	18,321 .00		-		-	9,300	18,321.00	18,321.00	1000%	
SILT FENCING 48	6800	LF	1.97	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	223.61	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	223.61	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE4A	
1	
EA	
2,951.11	
2,951.11		-		-	
1 . 0	
2,951.11	
2,951,11	
100.0%	
IMAINI-, .. ..:!:: Ut- GUN::; I KUL.; I IUN
ENTRANCE48	
1	
EA	
2,951.11	
2,951.11		-		-	1	
2,951.11	
2,951.11	
100.0%	
IUIAL -• ----•-ANU	I
CONTROL				
47,234.45				-		
47,234.45	
47,234.45	
100.0%	
								Less Previous Draws ...............	47,234.45		
								Amount due this Draw.............	-		

STORMWATER POLLUTION
PREVENTION PLAN													
NPDES PERMIT 4A	1	LS	6,594.45	6,594.44		-		-	1	6,594.44	6,594.44	100.0%	
INt'Ut:-:> t't:t'<IVII I 4tl	1	LS	6,594.44	6,594.44		-		-	1	6, 594.44	6,594.44	100.0%	
I UI AL ->1- ... ,., I t:.K 1-'ULLU I IUl't
PREVENTION PLAN				
13,188.88		-		-		
1 3,188.88	
13,188.88	
100.0%	
								Less Previous Draws ...............	13,188.88		
								Amount due this Draw.......... ...	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION													
OVER-EXCAVATE & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 4B	

14935	

CY	

2.40	

35,844.00		
-		
-	

1 4,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
I LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
2.40	
60,597.60		-		-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	2.40	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
2.40	
6,727.20		-		-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
2.40	
1,144.80		-		-	
477	
1,144.80	
1,144.80	
100.0%	
EXCAVAT E POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
2.40	
24.535.20		
-		-	
10,223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
2.40	
212,899.20		
-		
-	
88.708	
212,899.20	
212,899.20	
100.0%	
POND 15 CUT TO POND FILL 4A	227	CY	2.40	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
2.40	
150,444.00		-		-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
2.40	
9,393.60		-		-	
3,914	
9,393.60	
9,393.60	
100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERJAL & LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL EDQTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS4A	
41566	
CY	
2.40	
99,758.40		-		-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL OUT EXCESS DIRT 4A	
2332	
CY	
2.40	
5,596.80		-		
-	
2,332	
5,596.80	
5,596.80	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO NON STRUCTURAL AREAS 4B	
2080	
CY	
2.40	
4,992.00		-		
-	
2,080	
4,992.00	
4,992.00	

100.0%	
STATION BALANCE 4B	7732	CY	2.40	18,556.80		-		-	7,732	18,556.80	18,556.80	100.0%	
DEWATER 4A	253156	CY	0.25	64,131.50		-		-	253,156	64,131.50	64,131.50	100.0%	
DEWATER4B	11718	CY	0.24	2,812 .32		-		-	11,718	2,812.32	2,812.32	100.0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2.40	
2,596.80		-		
-	
1,082	
2,596.80	
2,596.80	

100.0%	
PAVING AREA EXCESS MOVE DIRT TO
SIDEWALKS 4B	
56	
CY	
2.40	
134.40		
-		
-	
56	
134.40	
134.40	

100.0%	
PAV ING AREA EXCESS MOVE EXCESS
DlRT TO LOTS AREAS 4B	
113	
CY	
2.40	
271.20		
-		
-	
113	
271.20	
271.20	

100.0%	
SPREAD & CO MPACT STATION
BALANCE4B	
7732	
CY	
0.60	
4,639.20		
-		-	
7,732	
4,639.20	
4,639.20	

100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 4B	
2050	
CY	
0.60	
1,230.00		-		
-	
2,050	
1,230.00	
1,230.00	

100.0%	
SPREAD & COMPACT EXCESS FROM
CUT OF PAVING AREAS 4B	
1251	
CY	
0.60	
750.60		-		
-	
1 , 251	
750.60	
750.60	

100.0%	
MACHINE DRESS NON-STRUCTURAL
48	
8061	
SY	
0.32	
2,579.52		-		
-	
8,061	
2,579.52	
2,579.52	

100.0%	
!MACHINE UKt:::i::i LOTS4B	64174	SY	0.32	20,535.68		-		-	6 4,174	20,535.68	20,535.68	100 .0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION				

730,804.42		
-		
-		

730,804.42	

730,804.42	

100 .0%	
								Less Previous Draws .. .. ... .... .. ..	730,804.42		
								Amount due this Draw.............	0.00		
,., ,, t:;ONSTRUt:;IIUN													
													
ISl ATfON BALANCE 4A	11456	CY	2.40	27,494.40		-		-	11,456	27,494.40	27,494.40	100.0%	
SPREAD & COMPAC T STATION
BALANCE 4A	
11456	
CY	
0.60	
6,873.60		
-		-	
1 1, 456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
0.60	
10,608.60		
-		
-	
17,681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	0.50	20,120.00		-		-	40,240	20,120.00	20,120.00	100 0%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	0.30	6,126.00		-		-	20,420	6,126.00	6,126.00	100.0%	
MACHINE DRESS NON-STRUCTURAL
4A	
21136	
SY	
0.30	
6,340.80		-		
-	
21,136	
6,340.80	
6,340.80	
1000%	
MACHINE DRESS POND SLOPES 4A	16944	SY	0.60	10,166.40		-		-	16,944	10,166.40	10,166.40	100.0%	
MACHINE DRESS LOTS 4A	181813	SY	0.30	54,543.90		-		-	181,813	54,543.90	54,543.90	1000%	
REGRADE AFTER UGE 4B	16498	SY	0.50	8,249.00		-		-	16,498	8,249.00	8,249.00	100.0%	
MACHINE DRESS RIGHT OF WAY 48	8183	SY	0.30	2.454.90		-		-	8,183	2,454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22,500.00	22,500.00		-		-	1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENS ITI ES	96	EA	28.70	Pli ii 13	-		-	96	2,755.20	2,755.20	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALU E TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
PROCTOR	2	EA	275.00	550.00		"		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	297.50	8,032.50		-		-	27	8,032.50	8,032.50	100.0%	
12" STABLIZA TION LBR 40 (2350 TN)	21316	SY	4.30	91,658.80		-		-	21,316	91,658.80	91,658 .80	100.0%	
GRADE CURB PAD	13600	LF	0.65	8,840.00		-		-	13,600	8,840.00	8,840.00	100.0%	
MIAMI CURB & GUTTER	13600	LF	9.35	127.160.00		
"		-	13,600	127,160.00	127.160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	1.31	23,963.83		-		-	18 ,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	34.65	42,550.20		-	428	14,830.20	1,228	42,550.20	42,550.20	100.0%	
H/C RAMPS	18	SF	345 .00	6,210.00		-	18	6,210 .00	18	6,210 .00	6,210 .00	100.0%	
ADA MATS	270	SF	35.46	9,574.20		-	270	9,574.20	270	9,574.20	9,574.20	100.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	125 .00	1,875 .00		-		-	15	1,875 .00	1,875.00	100.0%	
6" LIMER OCK (6050 TN)	18293	SY	11.03	201,771.79		-		-	18 , 293	201 ,771.79	201 ,771.79	1 00,0%	
PRIME	18293	SY	0.62	11,341.66		-		-	18,293	11 ,341 .66	11 ,341 .66	100.0%	
1.5" SP -9.S ASPHALT PAVING	18293	SY	10.14	185,491.02		-	14 ,074	1 42 , 7 1 0 . 36	18 , 293	185,491.02	185,491.02	100.0%	
ASPHAL T CORES	35	EA	125.00	4,375.00		-	25	3 , 1 25 . 00	35	4,375.00	4,375.00	100.0%	
SIGNAGE & STRIPING	1	LS	6,417.00	6,417.00		-	0.4	2,566 .80	1.0	6,417 .00	6,417.00	100.0%	
SURVEY & LAYOUT	1	LS	9,500.00	9,500.00		-		-	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1,594.44	1,594.44		-		-	1	1,594.44	1 ,594 .44	100.0%	
DENSITIES	36	EA	28.70	1,033.20		-		-	36	1,033 .20	1,03 3.20	100.0%	
PROCTOR	2	EA	275 .00	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	10	EA	297.50	2,975.00		-		-	10	2,975.00	2,975.00	100.0 %	
12" STABUZATION LBR 40 (1,500 TN)	9055	SY	5.70	51,613.50		-		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	0.65	3,737.50		-		-	5,750	3,737.50	3,737.50	100.0%	
MIAMI CURB & GUTTER	5750	LF	9.35	53,762.50		-		-	5,750	53,762 .50	53 ,762 .50	100 .0%	
FINE GRADE BETWEEN CURBS	7780	SY	1.42	11 ,047 .60		-		-	7,7 80	11,047 .60	11 ,047.60	100. 0%	
SIDEW ALK	536	SY	34 .65	18 ,572.40		-		-	536	18 ,572.40	18 , 5 72.40	100.0%	
H/C RAMPS	11	EA	345.00	3,795.00		-		-	11	3 , 795 .00	3,795. 00	100 .0 %	
ADA MATS	165	SF	35.46	5,850.90		-		-	165	5 ,850 . 90	5, 850 . 9 0	1 00.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	125.00	875.00		-		-	7	875 .00	875 .00	100 .0 %	
6" LIMEROCK (2575 TN)	7780	SY	11.22	87,291.60		.		-	7,780	87,291. 60	87,291. 60	100.0%	
PRIME	7780	SY	0.62	4,823.60		-		-	7,780	4,823 .60	4,823.60	100.0%	
1.5" SP-9.S ASPHALT PAVING	7780	SY	10.41	80,989.80		-		-	7 , 780	80 , 989 . 8 0	80 , 98 9 . 80	100 .0 %	
·A ·-	!A I l.,UKt:;:,	15	EA	125.00	1,875.00		-		-	15	1,875 .00	1,875 .00	100.0%	
I U I A L KUAUW T L;UN::5 I KUL; I IU N				1,249,525.28		-		179 ,016 .56		1 ,24 9 ,525 . 28	1 ,249,525 .28	1 00 . 0 %	
								Less P revious Draws ...............	1,070,508.72		
								Amount due this Draw .. .. .. .. .. .. .	179,016.56		

Page 4 of 13

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
													
I U K M U KA I N A l:i t: -> T <> I t:M													
I::;URVt: 1 & LA TV U T ::;	4128	LF	1.65	6,811.20		-		-	4,128	6,811.20	6,811.20	100.0%	
STOR M TV & INSPECTION	4128	LF	2.85	11,764.80		-		-	4,128	11,764.80	11,764.80	100.0%	
COMPACTION & DENSITIES	570	EA	28.70	16,359.00		-		-	570	16 ,359 .00	16,359.00	100 0%	
DEWATER (6' OR DEEPER)	2984	LF	12.75	38,046.00		-		-	2,984	38,046.00	38,046.00	100,0%	
18" RCP (4-6)	256	LF	34.87	8,926.72		-		-	256	8,92 6.72	8,926 .72	100.0%	
18" RCP (6-8)	352	LF	36.87	12,978.24		-		-	352	1 2,978.24	12,978.24	100.0%	
24" RCP (0-4) (TRIPLE BARREL / 104' X
3)	
312	
LF	
56.78	
17,715.36		-		-	
312	
17 , 715 .36	
17 , 715 .36	
1 00.0%	
24" RCP (4-6)	176	LF	47.78	8,409.28		-		-	176	8,409 .28	8,409.28	100.0%	
24" RCP (6-8)	944	LF	49.78	46,992.32		-		-	944	46,992.32	46,992.32	100.0%	
24" RCP (8-10)	216	LF	52.78	11,400.48		-		-	216	11,400.48	11,400.48	100.0%	
30" RCP (6-8)	216	LF	65.14	14,070.24		-		-	216	14,070.24	14,070.24	100.0%	
36" RCP (4-6)	400	LF	83.07	33,228.00		-		-	400	33,228 .00	33 ,228 .00	100.0%	
36" RCP (6-8)	680	LF	85.07	57,847.60		-		-	680	57 ,847 .60	57 ,847.60	100 ,0%	
36" RCP (8-10)	152	LF	88.07	13 ,386.64		-		-	152	13,386 .64	13,386.64	100.0%	
42" RCP (8-10)	424	LF	105.67	44,804.08		-		-	424	44 ,8 04.08	44 ,804.08	100 .0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
49	
EA	
17.83	
873.67		.		
-	
49	
873 .67	
873 .67	
100.0%	
PIPE DIAPERS	12	RLS	189.17	2,270.04		-		-	12	2,270 .04	2 ,270.04	100.0%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
3,233.13	
29,098.17		
-		
-	
9	
29 ,098.17	
29,098.17	
100.0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61, 62, 102, 132, 113)	
10	
EA	
3,911.07	
39,110.70		-		-	
10	
39,110 .70	
39,110.70	
100.0%	
SINGLE CURB INLET (8-10) (122, 123,
142)	
3	
EA	
5,673.40	
17 ,020 .2 0		
-		-	
3	
17,020 .20	
17,020.20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98	4,604.98		-		-	1	4,6 04.98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (91, 133)	2	EA	6,159.39	12,318.78		-		-	2	12,318.78	12,318.78	1000%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848.16	6,848.16		-		-	1	6,848.16	6,848.16	100.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4,180.68	
4,180.68		-		.	
1	
4 ,1 80. 68	
4, 180.68	
100 .0 %	
MODIFIED "H" INLET CTRL. STR. (4-6)
(201)	
1	
EA	
6,655.0 2	
6,655.02		-		-	
1	
6,655.02	
6,655.02	
100.0%	
MODIF IED "H" INLET CTRL. STR. (8-10)
(121)	
1	
EA	
7,664. 7 9	
7 ,664. 7 9		-		
-	
1	
7,664 .79	
7,664. 79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4 ,476.06	4,476.06		-		.	1	4,476 .06	4,476.06	100.0%	
TRIPLE 24" MES	6	EA	1,828.92	10,973.52		-		-	6	10,973 .52	10,973 .52	100.0%	
INVERTS	30	EA	491.83	14,754.90		-		-	30	14,754 .90	14,754.90	100.0%	
18" PRECAST MES (44, 53)	2	EA	766.18	1,532.36		-		-	2	1, 532 .36	1,532 .36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
1,028.92	
7,202.44		
-		
-	
7	
7,202.44	
7,202.44	
100.0%	
30" PRECAST MES (114)	1	EA	1,589 .29	1,589 .29		-		.	1	1,589 .29	1,5 89.2 9	100 0%	
36" PRECAST MES (134)	1	EA	1,835.39	1,835 .39		-		-	1	1,835.39	1,835.39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05	2,279 .05		-		-	1	2,279.05	2,279.05	100.0%	
42" MES GIP CONCRETE APRON	1	EA	2,260.00	2,260.00		-		-	1	2 ,260.00	2,260.00	100 .0%	
57 STONE	100	TNS	57.67	c£,;-;:'p7,r;J,ljl	-		-	100	5,767.00	5,767 .00	100.0%	

BID   DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1,188.89	1,188 .89		-		-	1.0	1,188.89	1,188.89	100.0%	
UNDERDR AIN STUBS	1040	LF	16.79	17,461.60		-		-	1,040	17,461.60	17,461.60	100.0%	
57 STONE	300	TNS	47.67	14,301.00		-		-	300	14,301.00	14,301.00	100.0%	
FABRIC	3	RL	386.39	1,159.17		-		-	3	1 ,159.17	1,159 .17	100 .0%	
6" END CAPS	52	EA	9.51	494.52		-		-	52	494.52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	1.65	2,574.00		-		-	1 , 560	2,574.00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	2.85	4,446 .00		-		-	1,560	4,446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	28.70	6,486.20		-		-	226	6,486 .20	6,486.20	100.0%	
DEWATER	1128	LF	12.75	14,382.00		-		-	1 ,128	14,382.00	14,382.00	100.0',(,	
15 • RCP (6-8)	32	LF	28.81	921.92		-		-	32	921.92	921.92	100,0%	
18" RCP (0-4)	304	LF	32.87	9,992. 48		-		-	304	9,992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	34.87	4,463.36		-		-	12 8	4,463.36	4,463.36	100.0%	
18" RCP (6-8)	216	LF	36.87	7,963.92		-		-	216	7,963.92	7,963.92	100.0%	
24" RCP (6-8}	32	LF	49.78	1,592.96		-		-	32	1,592.96	1,592.96	100.0%	
30" RCP (8-10)	288	LF	68.14	19,624.32		-		-	288	19 ,624.32	19,62 4.32	100.0%	
36" RCP (6-8}	328	LF	86.07	28,230. 96		-		-	328	28 , 230 . 96	28,230 . 96	100 . 0 %	
36" RCP (8-10)	232	LF	88.07	20,432.24		-		-	232	20,432.24	20,432.24	100.0%	

PIPE LUBE (,0117 PLS PER 1' OF PIPE}	
19	
EA	
17.83	
338.77		
-		
-	
19	
338.77	
338.77	
100.0 %	
PIPE DIAPERS	5	RLS	189.17	945.85		-		-	5	945.85	945.85	1000%	

SINGLE CURB INLET (0-4) (S-11}	
1	
EA	
2,933 .27	
2, 933 .27		-		-	
1	
2 , 9 33.27	
2 , 933 . 2 7	
1 00 0 %	
SINGLE CURB INLET (4-6} (S-21, S-22, S
31, S-32)	
4	
EA	
3,233.13	
12 ,932 .52		
-		-	
4	
12,932.52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
3 ,911 .07	
19 ,555. 35		-		
.	
5	
19,5 55.35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673 .40	5,673.40		-		.	1	5,6 73.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3}	1	EA	4,604.98	4,604.98		-		.	1	4,604.98	4,604.98	100.0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,159.39	6,159.39		-		.	1	6,159 .39	6.159 .39	100 .0%	
STORM MANHOLE (8-10) (S-6}	1	EA	4,476.06	4,476.06		-		.	1	4,4 76.06	4,476.06	100.0%	
INVERTS	14	EA	491.83	6,885.62		-		-	1 4	6 , 885 . 62	6 ,885 . 62	100.0%	
18" PRECAST MES	3	EA	766,18	2,298.54		-		.	3	2,298.54	2,298.54	100.0%	
36" PRECAST MES	1	EA	1,835.39	1,835.39		-		-	1	1,835 .39	1,835 .39	100 0%	
57 STONE	50	TNS	57.56	2,878.00		-		-	50	2 ,878 . 00	2,878 .00	100 0%	
MIS CELLANEOUS MATERIA L	1	LS	1,188.89	1,188 .89		.		.	1	1,188.89	1,188 .89	100 0%	
UNDERDRAI N STUBS	520	LF	16.79	8,730.80		.		.	520	8,730.80	8,730.80	100.0%	
57 STONE	150	TNS	47.56	7,134 .00		-		.	150	7,134.00	7,134 .00	100 0%	
FABRIC	2	RL	386.39	772.78		-		.	2	772.78	772.78	100.0%	
10 t:NU !.;At-';:,	26	EA	9.51	247.26		-		-	26	247.26	247.26	100.0%	
IV I AL;::, I U"m U INAl.:J ;::, 1 o l i::111				771,361.57		-		.		771, 361.57	771,361.57	100.0%	
								Less Previous Draws ...... ..... ....	771,361.57		
								Amount due this Draw... .. ... .....	-		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY  T O
DATE	

STORED
VALUE TO DATE	
INSTALL EDQTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
													
PAVING AND DRAINAGE AS-BUILTS													
PAVING AS-BUILTS	1	LS	17,000.00	17,000.00		-	0.5	8,500.00	1.0	17 ,000 .00	17,000 .00	100 .0%	
PAVING AS-BUil TS	1	LS	7,200.00	7,200.00		-		-	1.0	7,200 .00	7,200.00	100.0%	
ORAiNAGE AS-BUILTS	4128	LF	1.25	5,160.00		-		.	4,128	5.160.00	5,160.00	100.0%	
...: v ,.,., '- A::i-tlUIL I::;	1560	LF	1.25	1,950.00		-		-	1,560	1,950.00	1,950.00	100.0%	
TOTAL t'AVIN\.:i AND UKAINAGI:: AS·
BUILTS				
31,310.00		-		
8,500.00		
31,310.00	
31,310.00		
								Less Previous Draws ...........,...	22,810.00		
								Amount due this Draw... ......... .	8,500.00		

IJCA ¥YATER u 1;;, I Kll:!U I IUN :iJ;:, I CM													
SURVEY & LAYOU I::;	7140	LF	1.65	11,781.00		-		-	7,14 0	11 ,781.00	11,781 .00	100.0%	
FLUSH, BT & TEST	7140	LF	0.50	3,570.00		.		-	7,140	3,570.00	3,570.00	100.0%	
COMPACTION & DENSITIES	45	EA	28.70	1,291.50		-		-	45	1,291.50	1,291.50	100.0%	
12" DR18 PVC	340	LF	31.26	10,628.40		-		-	340	10,628.40	10.628.40	100.0%	
10" DR18 PVC	2560	LF	24.23	62,028 .80		.		-	2,560	62,028 .80	62,028.80	100.0%	
8" DR18 PVC	3280	LF	18.16	59,564.80		-		-	3,280	59,564.80	59,564.80	1000%	
6" DR18 PVC	520	LF	12.71	6,609.20		.		-	520	6,609 .20	6,609.20	100.0%	
2" POLY PIPE	440	LF	7.61	3,348.40		.		-	440	3,348.40	3,348.40	100.0%	
LOCATE WIRE	15	RL	133.22	1,998.30		-		-	15	1,998 .30	1,998.3 0	100 .0%	
LOCATE WIRE BOXES	16	EA	248.61	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	0.20	1,428.00		.		-	7 ,140	1,428 .00	1,428.00	100.0%	
12" BELL RESTRAINTS	6	EA	270.01	1,620.06		.		-	6	1,620.06	1,620.06	1000%	
1O" BELL RESTRAINTS	58	EA	234.56	13,604.48		-		-	58	13,604.48	13 ,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	1 49 .17	11,187.75		-		-	75	1 1,1 8 7 . 7 5	11 ,187 .7 5	100.0%	
6" BELL RESTRAINTS	45	EA	93.50	4,207.50		-		-	45	4,207 .50	4,207 .50	100 .0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924.43	
1,924.43		
-		.	
1	
1 ,924.43	
1,92 4.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427 .06	2, 42 7. 06		-		.	1	2,427 .06	2,427.06	100.0%	
10" MJ GATE VALVE	8	EA	2,064.44	16,515.52		-		-	8	16,515.52	16,515 .52	10 0.0%	
8" MJ GATE VALVE	13	EA	1,361.64	17,701.32		-		-	13	17,7 01.32	17 ,701.3 2	100 .0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		-		-	2	2 ,024 .22	2,024.22	1000%	
2" FLUSHING HYDRANT	2	EA	1,552.17	3,104.34		.		-	2	3,104. 34	3,104 .34	1000%	
2" SAMPLE POINT	2	EA	292.67	585.34		-		-	2	585 .34	585.34	100.0%	
FIRE HYDRANT ASSY 0/'J/ 6" X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90
BE ND, 6" DR-18 PIPE, RODS , BO LTS , NUTS & WASHERS)	

2	

EA	

4,059.25	

8,118.50		

-		

-	

2	

8,118.50	

8,118.50	

100.0%	
FIRE HYDRANT ASSY 0/'JI 8"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90
BEND, 6" DR-18 PIPE, RODS, BOLTS. NUTS & WASHE RS)	

10	

EA	

4,219.88	

42,198 .80		

-		

-	

10	

42,198. 80	

42 ,19 8.80	

100.0 %	

PROJECT: AMELIA WALK PH 4A & 4B	PERIOD FROM:	11/12/19 PERIOD TO:	12/12/19	APPLICATION NO:	Sixteen (16)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (W/ 10"X6" MJ TEE, 6" MJ GATE VAL VE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & W ASHE RS)	

4	

EA	

4,460.17	

17,840.68		

-		

-	

4	

17 ,840 .68	

17,840.68	

100.0%	
FIRE HYDRANT ASSY 0/1/f 12"X6" MJ TEE, 6" MJ GATE VALVE, 5• MJ 90
BEND, 6" DR-18 PIPE, RODS, BOLTS , NUTS & WASHERS)	

1	

EA	

4,616.05	

4,616.05		

-		

-	

1	

4,616.05	

4,616.05	

100.0%	
10 " MJ 90 BEND	1	EA	582.79	582.79		-		-	1	582.79	582.79	100.0%	
1 0" MJ 22.5 BEND	1	EA	538.80	538.80		-		-	1	538 .80	538.80	100.0%	
10" MJ 11 . 25 BEND	14	EA	538.80	7,543.20		-		-	14	7 , 543.20	7 , 543.20	100.0%	
8 " MJ 11.25 BEND	27	EA	380.19	10,265.13		-		-	27	10,265.13	10,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339.77	339.77		-		-	1	339 .77	33 9.77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99	1.110.99		-		-	1	1,110.99	1,110.99	100.0%	
10"X10" MJ TEE	3	EA	1,009.93	3,029.79		-		-	3	3 , 029 .79	3 , 029 .79	100.0'Mi	
10"X8" MJ TEE	1	EA	931.47	931.47		-		-	1	931.47	931.47	100.0%	
12"X10" MJ RDUCER	1	EA	589.99	589.99		-		-	1	589 .99	589.99	1000%	
1D"X8" MJ RE DUCER	3	EA	452 .01	1,356 .03		-		-	3	1,356.03	1,356.03	100.0%	
8"X6" MJ REDUCER	2	EA	346.90	693.80		-		-	2	693.80	693.80	100.0'Mi	
10" MJ PLUG	2	EA	273.54	547.08		-		-	2	547 .08	547.08	100.0%	
6"X2" TAP CAP	2	EA	324.63	649.26		"		-	2	649.26	649.26	100.0%	
SINGLE SHORT SERVICES	50	EA	527 .88	26 ,394 .00		-		-	50	26 ,394.00	26,394.00	100.0%	
SINGLE LONG SERVICES	9	EA	567.83	5,110.47		"		-	9	5,110.47	5,110.47	100.0%	
DOUBLE LONG SERVICES	25	EA	1,180.12	29,503.00		-		"	25	29,503.00	29,503.00	100.0%	
SU RVEY & LAYOUTS	2960	LF	1.65	4,884.00		-		-	2,960	4,884 .00	4,884.00	100.0%	
FLUSH, BT & TEST	2960	LF	0,50	1,480.00		-		-	2,960	1,480.00	1,480.00	,000%	
COMPACTION & DENSITIES	19	EA	28.70	545.30		-		
"	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	24.23	47,975.40		-		-	1,980	47,975.40	47,975.40	100.0%	
8" DR18 PVC	420	LF	18.16	7,627.20		-		-	420	7,627.20	7,627.20	100.0%	
6" DR18 PVC	360	LF	12.71	4,575.60		-		-	360	4,575.60	4,575.60	100.0%	
2" POLY PIPE	200	LF	7.61	1,522.00		-		-	200	1 ,522.00	1,522.00	100 0%	
LOCATE WIRE	6	LF	133.22	799.32		-		-	6	799 .32	799.32	100 0%	
LOCATE WIRE BOXES	7	EA	248.61	1,740.27		"		-	7	1,740.27	1,740 .27	100.0%	
LOCATE WIRE TESTING	2960	LF	0.50	1,480.00		-		-	2, 960	1,480.00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	234.56	10,555.20		-		.	45	10,555 .20	10,555.20	100.0%	
8" BELL RESTRAINTS	7	EA	149.17	1,044.19		-		-	7	1 , 044 .1 9	1 , 044 .19	100.0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		
"	6	561.00	561.00	100.0%	
CONNECT TO 1O" STUB-OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300.00	
1,300.00		
-		-	
1	
1, 300.00	
1 , 300.00	
100.0%	
10" MJ GATE VALVE	5	EA	2,064.44	10,322.20		.		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	1,361.64	2,723.28		-		-	2	2,723.28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	1,012.11	2,024.22		.		-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17	1,552.17		-		-	1	1,552 .17	1,552.17	100.0%	
SAMPLE POINTS	2	EA	292.67	585.34		-		-	2	585 . 34	585.34	100 0%	

PROJECT:  AMELIA WALK PH 4A & 48	PERIOD FROM:	11/12/19 PERIOD TO:	12/12/19	APPLICATION NO:	Sixteen (16)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (YV/ 6 "X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,059.25	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
FIRE HYDRANT ASSY (YV/ 8"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND. 6" DR-18 PIPE, RODS, BOLTS, NUTS AND WASHERS)	

1	

EA	

4,219.88	

4,219.88		

-		

-	

1	

4,219.88	

4.219.88	

100 0%	
FIRE HYDRANT ASSY (YV/ 1 0"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

4,460.17	

22,300.85		

-		

-	

5	

22,300.85	

22,300.85	

1000%	
10" MJ 11.25 BEND	13	EA	538.80	7,004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380.19	380.19		-		-	1	380.19	380.19	100.0%	
6 " MJ 11.25 BEND	3	EA	324.31	972.93		-		-	3	972.93	972.93	100.0%	
10''X8" MJ TEE	2	EA	931.47	1,862.94		-		-	2	1,862.94	1,862.94	100.0%	
10" MJ PLUG	1	EA	273.54	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200.53	200.53		.		-	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90	346.90		-		-	1	346.90	346.90	100.0%	
6"X2'' TAP CAP	1	EA	240.96	240.96		-		-	1	240.96	240.96	100.0%	
SINGLE SHORT SERVICES	41	EA	537.19	22,024.79		-		-	41	22,024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	561.35	4,490.80		-		-	8	4,490.80	4,490.80	1000%	
121111c1  L-   LONG  ·-   . vP"T!..:ES	8	EA	1,181.53	9,452.24		-		-	8	9,452.24	9,452.24	100.0%	
I U  I AL  Jt:A  VVAI t:K UISIKlt:lU I ION
SYSTEM				
584,214.67		-		.		
584.214.67	
584,214.67	
100.0%	
								Less Previou s Draws	,	584,214.67		
								Amount due this Draw..... .. .... ..	.		

J	5ANI fARY .:>C:VYC:N: :SY:SI CIVI													
ISURVEY & LAYOUTS	7210	LF	1.65	11,896.50		-		-	7,210	11,896.50	11,896.50	100.0%	
SEWER TV & IN SPECTION	7210	LF	2.85	20,548.50		-		.	7,210	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	28.70	20,893.60		.		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	12.75	69,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	15.05	2,949.80		-		.	196	2,949.80	2,949.80	1000%	
8" SDR26 PVC (4-6)	113 4	LF	17.05	19,334.70		-		-	1,134	19,334.70	19,334.70	100 .0%	
8" SDR26 PVC (6-8)	1344	LF	19.05	25,603.20		.		-	1,344	25,603.20	25,603.20	100 .0%	
8" SDR26 PVC (8-10)	1274	LF	22.05	28,091.70		.		.	1,274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	24.05	45,454.50		-		-	1,890	45,454.50	45,454.50	100 .0%	
8" SDR26 PVC (12-14)	924	LF	2?.05	24,994.20		-		-	924	24,994.20	24,994.20	100 .0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	17.05	7,638.40		-		-	448	7,638.40	7,638.40	100 .0%	
"A" MANHOLE {0-4) (39, 40)	2	EA	3,171.04	6,342.08		-		-	2	6,342.08	6,342.08	100 .0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
3,292.58	
29,633.22		-		
-	
9	
29,633.22	
29,633.22	
100 0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27.}	
7	
EA	
3,906.31	
27,344.17		
-		.	
7	
27,344.17	
27,344.17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30.)	4	EA	4,623.61	1:aidi 3	-		-	4	18.494.44	18,494.44	100.0%	

PROJECT : AMELIA WALK PH 4A & 4B	PERIOD FROM:	111121(9  PERIOD TO:	12112/19	APPLICATION NO:	Sixteen (16)

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL UNIT COST
7,208.26	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY
JNST A LLE OTO DATE	

V ALUE INSTALLED
TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
		EA				-		-	1	7,208 .26	7,208.26	100.0%	
"A" M AN HOLE (10-12) (10. 11, 12 . 13, 14,
15, 34, 32)	
8	
EA	
5,572.88	
44,583.04		
-		
-	
8	
44,583 .04	
44,583.04	

100.0%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50	5,777.50		-		-	1	5 ,777.50	5,777 .50	1 00 .0%	
"B" MANHOLE (12-14) (16, 17.)	2	EA	6,462.70	12,925.40		-		-	2	12 , 925.40	12 , 925 .40	1 00. 0 %	
LINED 1ST OUT MANHOLE (12-14) (SS- 18)	
1	
EA	
13,559.71	
13,559.71		-		-	
1	
13 , 559 . 71	
1 3 , 559. 71	

1 00.0%	
57 STONE	75	TNS	57.56	4,317.00		-		-	75	4,317.00	4,317.00	100.0%	
PRECAST INVERTS (INCLUDED IN STRUCTURE PRICE)	
35	
EA	
268.89	
9,411.15		
-		
-	
35	
9,411.1 5	
9.411.15	

100.0%	
6" & 8" BOOTS	111	EA	203.43	22,580.73		-		-	111	22 ,580 .73	22 ,580.73	1 0 0. 0 %	
MANHOLE ADJUSTMENTS	35	EA	438.33	15,341.55		-		-	35	15,341 .55	15 .341.55	100 .0 %	
8" DROP BOWLS	3	EA	1,095.04	3,285.12		-		-	3	3,285 .12	3,285 .12	100 .0%	
6" SERVICES & FITTINGS	111	EA	449.53	49,897.83		-		-	111	49,897 . 83	49 , 897 . 83	100 . 0 %	
SURVEY & LAYOUTS	2744	LF	1.65	4,527.60		-		-	2,744	4,527.60	4,527.60	100.0%	
SEWER TV & INSPECT ION	2744	LF	2 . 85	7 , 820 . 40		-		-	2 ,744	7,820.40	7 ,820.40	100.0%	
COMPACTION & DENSITIES	222	EA	28.70	6,371.40		-		-	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	12.75	22,848.00		-		-	1 , 79 2	22 ,848 .00	22,848.00	100.0%	
8" SDR26 PVC (4-6)	952	LF	17.05	16,231.60		-		-	952	16 , 231 . 60	16 , 231.60	100.0%	
8" SDR26 PVC (6-8)	952	LF	19.05	18,135.60		-		-	952	18 ,135 .60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	23.05	11,294.50		-		-	490	11 ,294 .50	11 ,294 .50	100.0%	
8" SDR26 PVC (10-12)	350	LF	25.05	8,767.50		-		-	350	8,767 . 50	8 , 767 . 50	1 00 . 0 %	
"A" MANHOLE (0-4) (19)	1	EA	3,171.04	3,171.04		-		-	1	3 , 171 . 0 4	3,171.04	100.0%	

"A" MANHO LE (4-6) (1, 2. 3, 4, 20, 21, 22)	
7	
EA	
3,292.58	
23,048.06		-		
-	
7	
23,048. 06	
23,0 48. 06	
100 .0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	3,906.31	19,531.55		-		-	5	19,531 .55	19 ,531. 55	100 0%	
"A" MANHOLE (8-10) (8, 9)	2	EA	4,623.61	9,247.22		.		-	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17	

2,689.17		
-		
-	

1	

2,689.17	

2,689. 17	

100.0%	
CON NECT TO EXISTING MH (10-12) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH	

1	

EA	

2,689.17	

2,689.17		
-		
-	

1	

2 ,6 8 9.17	

2,6 89. 17	

100.0%	
57 STONE	50	TNS	57.56	2,878.00		-		-	50	2,878. 00	2,878 .00	100.0%	
PRECASTINVERTS	15	EA	268.89	4,033.35		-		-	15	4,033.35	4,033.35	100.0%	
6" & 8" BOOTS	63	EA	203.43	12,816.09		-		-	63	12,816.09	12,816.09	1000%	
MANHOLE ADJUSTMENTS	15	EA	438.33	6,574.95		-		-	15	6,574.95	6,574.95	100.0%	
lb ;:,t: t-:V l\..,t: ;:, IS,. t-1 I I ING::;	63	EA	447.78	28,210.14		-		-	63	28 ,210.14	28 ,210.14	100 .0%	
I U l	ANI IAKY ::;t:VVt:t-:
SYSTEM				
758,249.64		-		-		
758,249 .64	
758 ,2 49.6 4	
10 0.0%	
								Less Previous Draws ..... .... ......	758 ,249 .64		
								Amount due this Draw ... ... .......	-		

Page 10 of 13

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE
INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
JC.A SANI fARY-SEWERl:fF I IA I ,v,,.
SYSTEM													
SURVEY & LAYOUTS	1	LS	2,700.00	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	28.70	2,583.00		-		-	90	2,583 .00	2,583.00	100 .0%	
DEWATER	210	LF	46.33	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	57.56	1,151.20		-		-	20	1,151 .20	1,151 .20	1000%	
WET WELL - LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83	
46,298.83		-		
-	
1	
46,298.83	
46,298.83	

100.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS	
305,800.00	
305,800.00		
-		-	
1 .00	
305,800.00	
305,800.00	

100.0%	
CRANE/OPERATOR	10	HRS	682.00	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	903.89	1,807.78		-		-	2	1 , 80 7.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238 .18	1,238. 18		-		-	1	1,238.18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	1.65	2,673.00		-		-	1,620	2,673 .00	2,673.00	100.0%	
FLUSH	1620	LF	0.75	1,215.00		-		-	1,620	1,215 .00	1,215.00	100.0 %	
COMPACTIO N & DE NSIT I ES	11	EA	28.70	315.70		-		-	11	315 . 70	3 1 5 . 70	1 00.0 %	
6" DR18 PVC	1600	LF	12.71	20,336.00		-		-	1,600	20,336.00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	133.22	532.88		-		-	4	532 .88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	248.61	994.44		-		-	4	994 . 44	994.44	100,0 %	
LOC ATE WIRE TESTING	1620	LF	0.80	1,296.00		-		-	1,620	1,296 .00	1,296 .00	100 .0%	
6" BELL RESTRAINTS	6	EA	93.50	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51	602.51		-		-	1	602 .51	602 .51	1000%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03	4,873.03		-		-	1	4,873.03	4,873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17	3,550.17		-		-	1	3,550.17	3,550.17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37	1,565.37		-		-	1	1,565.37	1,565.37	100.0%	
6" CASE (B) CROSSING	1	EA	3,199.32	3,199.32		-		-	1	3 , 199.32	3 , 199.32	1 00.0%	
6" MJ 90 BEND	2	EA	969.11	1,938.22		-		-	2	1 ,938 . 22	1 , 938 . 22	100 .0%	
6" MJ 45 BEND	6	EA	465.79	2,794.74		-		-	6	2 , 794. 74	2,794.74	100.0%	
6 " MJ 11. 25 BEND	2	EA	954.84	1,909.68		-		-	2	1,909.6 8	1 , 909 . 68	100 .0 %	
IGONNECl TO EXIS·1 1NG 8" SI U l:l-UU I
W ITH A 8"X6 " MJ REDUCER	
1	
EA	
1,661 .42	
1,661.42		
-		
-	
1	
1,66 1.42	
1,661 .42	
100.0%	
I U I AL Jl::.A ;:,,ANI I AKY ;:,,t:VVt:I'( Lit- I
STATION SYSTEM				
428,146.77		-		-		
428, 1 46.77	
428 ,146. 77	
100 .0 %	
								Less Previous Draws ... ........ ....	428,146.77		
								Amount due this Draw.............	-		
													
WATER AND SEWER AS-BUILTS													
WATER AS-BUil TS	7140	LF	1.25	8,925.00		-		-	7,140	8,925.00	8,925.00	100 .0%	
WATER AS-BUilTS	2960	LF	1.25	3,700.00		-		-	2 , 960	3,700.00	3,700.00	100.0%	
SEWER AS-BUil TS	7210	LF	1.25	9,012.50		-		-	7 ,21 0	9,012 .50	9,012.50	100.0%	
SEWER AS-BUILTS	2744	LF	1.25	3,430 .00		-		-	2 ,744	3,430 .00	3,430 .00	1 00.0%	
LIF T STATION AS-BUilTS	1	LS	3,600.00	3,600.00		-	1	1, 800.00	1. 0	3,6 00 .00	3,600.00	100.0%	
UKCI::. MAjN A;:,,- BUIL    l S	1620	LF	1.25	2,025.00		-		-	1 , 620	2 ,025 .00	2, 025 .00	1 00.0%	
BUICI				30,692.50		-		1,800.00		30,692.50	30,692.50		
								Less Previous Draws .. ........ .....	28,892.50		
								Amount due this Draw.............	1,800.00		
				Page 11 of 3								

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
UNIT COST	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO DATE	
INSTALL EOQTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY lNSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
ll'\l'\IU I IUI\I ;:ILt:t:vt:;:I nu
ELEC/TELEPHONE													
2.5" SLEEVES	250	LF	8.00	2,000.00		-		-	-	-	-	0.0%	
3" SLEEVES	250	LF	9.00	2,250 .00		-		-	-	-	-	0.0%	
4" SLEEVES	500	LF	10.00	5,000.00		-		-	250	2,500 .00	2,500 .00	50.0%	
ti"· ::iLt:t:vc:.:,	500	EA	13.00	6,500.00		-		-	-	-	-	0.0%	
I U I 1-\L IKKIUI-\ 1 IUN ;:.Lt:t:vt:;:, /-\NU
ELEC/TELEPHONE				
15,750.00		-		-		
2,500 .00	
2,500.00	
15 .9%	
								Less Previous Draws ...............	2,500.00		
								Amount due this Draw ,............	-		
													
LOT GRADING													
CLEAR AND GRUB LOTS 4A	37.6	AC	4,000.00	150,400.00		-		-	37 . 6	150 , 400.00	150 ,400.00	1 00.0%	
CLEAR AND GRUB LOTS 48	13.26	AC	4,000.00	53.040.00		-		-	13.26	53,040 .00	53,040.00	100.0%	
OVER-EX CAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRT TO PADS48	

11718	

CY	

2.40	

28,123.20		
-		
-	

11,718	

28,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOTS 48	
8963	
CY	
2.40	
21,511.20		
-		
-	
8,963	
21,511.20	
21,511 .20	
1000%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOT PADS 48	
3892	
CY	
2.40	
9,340.80		-		
-	
3,892	
9,340.80	
9,340.80	
100.0%	
SPREAD & COMPACT DIRT FROM POND EXCAVATIONS MOVED TO LOTS
& LO T PADS 4A	

192958	

CY	

0.60	

115,775.00		
-			

192 ,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRIP PINGS TO LOTS & PADS 48	

11718	

CY	

0.60	

7.030.80		
-		
-	

11,718	

7,030 .80	

7,030. 80	

100.0%	
1;:,r-t<t:AU & vUMrt-\v I UIK I t"K U M
PHASE 4A GOING TO LOTS & PADS 48	
12885	
CY	
0.60	
7,731.00		-		-	
12,885	
7,731.00	
7,731.00	
100.0%	
IvIALLU1 l:iKAUll\ll:i				392,952.00		-		-		392 ,952 .00	392,952 .00	100.0%	
								Less Previ ous Draw s ...............	392,952.00		
								Amount due this Draw .. ......... ..	-		

PAYMENT AND PERFORMANCE BOND													
tiUNU	1	LS	53,122.00	53,122.0	0	-		-	1	53,122.00	53,122.00	100.0%	
I U I AL,-- r 1v1c:1 I ANU   r--c:r-.r	,n	I-
BOND				
53,122.00		-		-		
53,122 .00	
53,122 .00		
								Less Previous Draws .... ... ........	53,122.00		
								Amount due this Draw.............	-		

CQ#'1 11'11.:> I ALL	;:ILt:t:v c:.::,													
CLCI., I "''-'"'L													
INSTALL CONDUIT	1	LS	83,300.00	83,300.00		-		-	1.0	83 , 300 . 00	83 , 3 00.00	100.0%	
MARKUP	1	LS	8,330.00	8,330.00		-		-	1 . 0	8 , 330 . 00	8 ,330 . 00	100.0%	
SURVEY/LAYOUT	1	LS	8,100.00	8,100.00		-		-	1	8,100.00	8,100.00	100.0%	
MAKK Ur'	1	LS	810.00	t-'a &.Ul'J IJ	-		-	1	810 .00	810 .00	100.0%	

BID DATE: 1015/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL UNIT
COST	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
IUIAL				100,540.00		-		-		1 00,540.00	100,540.00	100.0%	
IR R IG A TI O N SLEEV't:.S													
111''-> I ALL ::;Lt:t:vc:.::,	250	LF	10.00	2,500.00		-		-	250	2,500.00	2,500.00	100.0%	
TOT AL IRRIGATIONSc::EEvc:;:,				2,500.00		-		-		2 ,500.00	2,500.00		
I U 1-;io::- L;Ul'l'l				1U .) 0 U4 U.UU		-		-		10 3,040.00	103,040.00		
								Less Previous Draws ...............	103,040.00		
								Amount due this Draw.. ...... .....	-		
C0#2 DIRT & RCP CHANGES													
IRAISED ,3P1H	- RIVER t:llHGH
COURT	
12032		
3.00	
36,096.00		-		-	
12,032	
36,096.00	
36,096.00	
100.0%	
iREPI:ACE 1-<(.;I-' WI I H HI-' 1-'lr-c:	1		(27,001.40)	(27,001.40)		-		-	1	(27,001.40)	(27,001.40)	100.0%	
24" FIRE HYDRANT EXTENSIONS	2		1,151.64	2,303.28		-		-	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		19.05	(8,724.90)		-		-	(458)	(8,724.90)	(8,724.90)	100 .0%	
8" SANITARY SEWER 4-6'	128		17.05	2,182.40		-		-	128	2,182.40	2,182.40	100.0%	
"A" MANHOLE 6-8'	-2		3,906.31	(7,812.62'		-		-	(2)	(7,812.62)	(7,812.62)	100 .0%	
1zt- f  :? "'"     ,      .::,t:L;TION {S-JU/	1		435.49	435.49		-		-	1	435.49	435.49	100.0%	
1 U f AL L;UlfZ				(2,521.75)		-		-		(2,521.75)	(2,521.75)		
								Less Previous Draws ...............	(2,521.75)		
								Amount due this Draw .............	-		
IG0#3 SIL I t-t:NL;t:													
IST[l t-t:NCI:::	11:'>U	Lr	1.97	2,265.50			1150	2,265.50	1,150	2,265.50	2,265.50	100 .0%	
								Less Previous Draws ...............			
								Amount due this Draw.. ......... ..	2,265.50		

TOTAL				5,698,424.60				Total
Less 10% retainage
Amount Earned less Retalnage Less Previous Draws
Amount due	5,685,174.59	
									284,258.73	
									5,400,915.86	
									5,214,774.88	
		186,140.98	

Page 13 of 13

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 48

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	$	186,140.98 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	$	186,140.98 , 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	12TH	day of	DECEMBER, 2019.

Company: EARTHWORKS OF FLORIDA, LLC.
.	Name	iJci F	EYT.C 7/ _J

Signat-ure-:

-------- -

,g-_---------

Date Executed:	12/12/19

State of Florida County of Baker

Subscribed and sworn before me this
 	&:	,-,,e ,,	
Notary Public
My Commission Expires:
County of Residence:	Bradford

- 12TH -day of	DECEMBER ,   2019.

"	.

. !	ROBINLYNNSMTTH

"'

•:•.·••.,	eomm'is$1ont   GG149986
"$	Expi,es January 25, 2022
@H\	8o!,ded Tl¥IIl!lldg!tllOlmY $elYk:eS

2.

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: 40

Name of Payee: Earthworks of Florida

Amount Payable: $ 84,140.44

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;

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 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:  	
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 February 9, 2020

$284,258.73 - Total
$200,117.80 - 4A
$  84,140.44 - 4B
2-9-20

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: SEVENTEEN {17)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	12/13/19
PERIOD TO	01/15/20	

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

5%	RETAINAGE TO DATE

5%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
59,478.10	-		
59,478.10	
100%	
-	-	
2,973.91	
CLEARING AND GRUBBING	199,733 .00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
229,877.57	-		
229,877.57	
100%	-	-	
11,493.88	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
47,234.45	
-		
47,234.45	
100%	-	-	
2,361.72	
STORMWATER POLLlJTION
PREVENTION PLAN	
13,188.88	
13,188.88	-		
13,188.88	
100%	
-	
-	
659.44	
STORMWATER MANAGEMENT
FAOUTY CONSTRUCTION	
730,8 04.42	
730,804.42	
-		
730,804.42	
100%	
-	-	
36,540.22	
ROADWAY CONSTRUCTION	1,249,525.28	1,249,525.28	-		1,249,525.28	100%	-	-	62,476.26	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	-	-	38,568.08	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	31,310.00	-		31, 310.00	100%	-	-	1, 565.50	

JEA WATER DISTRIBUTION SYSTEM	
584,214.67	
584,214.67	-		
584,214.67	
100%	-	-	
29,210.73	
JEA SANITARY SEWER SYSTEM	758,249.64	758,249.64	-		758,249.64	100%	-	-	37,912.48	
JEA SANITARY SEWER LIFf
STATION SYSTEM	
428, 146.77	
428,146.77	-		
428,146.77	
100%	
-	-	
21 , 407. 34	
WATER AND SEWER AS-BUILTS	30,692.50	30,692.50	-		30,692.50	100%	-	-	1,534.63	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750 .00	
2,500.00	
13,250.00		
15,750.00	
100%	
-	
662.50	
787.50	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	-	-	19, 647.60	
PAYMENT AND PERFORMANCE
BOND	
5 3, 122.00	
53,1 22.00	
-		
53,1 22.00	
100%	
-	
-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AMT	5,595,640.85	5,582,390.85	13,250.00	-	5,595,640.85	100.00%	-	662.50	279,782.04	
								-		
C0#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103,040.00	100%	-	-	5,1 52.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)	(2,521.75)	-		(2,521.75)	100%	-	-	(1 26. 09)	
C0#3 SILT FENCE	2,265.50	2,265.50	-		2,265.50	100%	-	-	113.28	
C0#4 SLEEVES	(13,250.00)		(13,250.00)		(13,250.00)	100%	-	{662.50)	(662.50)	
										
TOTAL CONTRACT	5,685, 174.60	5,685,174,60	-	-	5,685,174.60	100.00%	-	-	284,2 58,73	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
-·															

PREPARATION												
MOBLIZATION	1	LS	10,000.00		-	-	-	1	1 0,000.00	10,000.00	100.0 %	
SURVEY & LAYOUTS 4A	1	LS	15,299.50		-		-	1	15,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 4B	1	LS	11,200.00		-		-	1	11 , 200.00	11,200.00	100.0%	
ASBUILTS4A	1	LS	8,900.00		-		-	1.0	8,900.00	8,900.00	100.0%	
ASBUILTS4B	1	LS	5,000.00		-		-	1.0	5,000.00	5,000.00	100.0%	
DENSITY TESTING 4A & 4B	278	EA	7,978.60		-		-	278	7,978.60	7,978.60	100.0%	
11-'ROCTOR	4	EA	1,100.00		-		-	4	1,100.00	1,100 .00	100.0%	
IUIALA"'	,flUN ANU::>I It;,
PREPARATION			
59,478.10		-		-		
59,478.10	
59,478.10	
100.0%	
							Less Previous Draws ...............	59,478.10		
							Amount due this Draw.............	-		
												
CLEARING AND GRUBBING												
CLEAR AND GRUB 4A	25.4	AC	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	20,280.00		-		-	5.07	20,280.00	20,280.00	100.0%	
STRlP4A	40184	CY	60,276.00		-		-	40, 184	60,276.00	60,276.00	100.0%	
l:S I HTP 41::l	11718	CY	17,577.00		-		-	11,718	17.577.00	17,577.00	100.0%	
IUIAL -,	A	... 11.;i AND-	,:.,			199,733.00		-		"		1 99,733.00	199,733.00	100.0%	
							Less Previous Draws ...............	199,733.00		
							Amount due this Draw ........ ... ..			

::;t;,t;,Ufl'I\.> ANU MULt;hlNu ANU::;uu												
SOD BEHIND CURB 1.67'	2524	SY	7 ,344.84		-		-	2,524	7,344.84	7,344.84	100.0%	
SOD POND SLOPES 14 & 15	16944	SY	49,307.04		-		-	16 ,944	49 , 307 . 04	49 , 307.04	100.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	11,836.16		-		-	21 ,1 36	11,836.16	11,836.16	100.0%	
SEED & MULCH ROW	20420	SY	11,435.20		-		-	20,420	11,435.20	11,435.20	100.0%	
SEED & MULCH LOTS	181813	SY	101,815.28		-		-	1 81,813	101,815.28	101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	3,104.97		-		-	1 ,067	3,1 04.97	3,104.97	100.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	4,514.16		-		-	8 ,061	4 ,514.16	4,514.16	100.0%	
SEED & MULCH ROW	8183	SY	4,582.48		-		-	8,183	4,582.48	4,582.48	100.0%	
1.::,c:c:U & MULGH LUI::;	64174	SY	35,937.44		-		-	64 ,174	35,937.44	35,937.44	100.0%	
TOIAC -..:=.:....,,.(.; ANU • :.;:.. ,,, ,!.:' 1-\l U
SOD			
229,877.57		-		-		
229,877.57	
229,877.57	
100.0%	
							Less Previous Draws ...............	229,877.57		
							Amount due this Draw.. ......... ..	-		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION  EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
SILT FENCING 4A	9300	LF	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 48	6800	LF	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE 4A	
1	
EA	
2,951.11		-		-	
1.0	
2,951.11	
2,951.11	
100.0%	
IMAIN 1 - , •• .. st- Ur vUN;:, I KUL, I IUN
ENTRANCE48	
1	
EA	
2,951.11		-		-	
1	
2,951.11	
2,951.11	
100.0%	
I U   I  AL   C  r<V   .:>IU N   ANU	I
CONTROL			
47,234.45				-		
47,234.45	
47,234.45	
100.0%	
							Less Previous Draws .,.,	,..	47,234.45		
							Amount due this Draw.............	-		

STORMWATER POLLUTION
PREVENTIONPLAN												
NPDES PERMIT 4A	1	LS	6,594.44		-		-	1	6 ,59 4.44	6,594.44	100.0%	
11 r-'Uc:.;:, ,t:r<IVII I 4tl	1	LS	6,594.44		-		-	1	6 , 594.44	6,594.44	100.0%	
IV I AL .:, I VKMVVA t ER PULLU I IVl'I
PREVENTION PLAN			
13,188.88		-		-		
13,188.88	
13,188.88	
100.0%	
							Less Previous Draws ...............	13,188.88		
							Amount due this Draw. .... ........	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION												
OVER-EXCAVAT E & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 48	

14935	

CY	

35,844.00		
-		
-	

14,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPING$
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
60,597.60		-		
-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
6,727.20		
-		
-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
1,144.80		
-		-	
477	
1,144.80	
1,144,80	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
24,535.20		-		-	
10, 223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
212,899.20		
-		
-	
88,708	
212,899.20	
212,899.20	
100 .0%	
POND 15 CUT TO POND FILL 4A	227	CY	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
150,444.00		-		
-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
9,393.60		-		
-	
3,914	
9,393.60	
9,393.60	
100.0%	

BID DATE : 1015/2018	SCHEDULE OF VALU ES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
CO MP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
99,758.40		
-		-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL OUT EXCESS D1RT 4A	
2332	
CY	
5,596.80		-		-	
2,332	
5,596.80	
5,596.80	

100.0%	
EXCAVATE FROM POND 14 48 MOVE DIRT TO NON STRUCTURAL AREAS 48	
2080	
CY	
4,992.00		-		-	
2,080	
4,992.00	
4,992.00	
100.0%	
STATION BALANCE 4B	7732	CY	18,556.80		-		-	7 ,7 32	18,556.80	18,556.80	100.0%	
DEWATER 4A	253156	CY	64,131.50		-		-	253,156	64,131.50	64,131.50	100 .0%	
DEWATER4B	11718	CY	2,812.32		-		-	11,718	2,812.32	2,812.32	100 .0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2,596.80		
-		.	
1,082	
2,596.80	
2,596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO SIDEWALKS 48	
56	
CY	
134.40		
-		-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
271.20		-		
-	
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE 48	
7732	
CY	
4,639.20		-		-	
7, 732	
4 ,6 39.20	
4,639.20	

100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	
2050	
CY	
1,230.00		.		-	
2,050	
1,230.00	
1,230.00	

100.0%	
SPREAD & COMPACTEXCESS FROM CUT OF PAVING AREAS 4B	
1251	
CY	
750.60		-		-	
1 ,251	
750.60	
750.60	

100.0%	
MACHINE DRESS NON-STRUCTURAL
48	
8061	
SY	
2,579.52		
-		
-	
8,061	
2,579.52	
2,579.52	
100 0%	
!MACHINE DRESS LOTS 48	64174	SY	20,535.68		-		-	64,174	20,535.68	20,535.68	100.0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION			

730,804.42		
-		
.		

730,804.42	

730,804.42	

100 .0%	
							Less Previous Draws .... . .... ......	730,804.42		
							Amou nt due this Draw._...... .. . ..	0.00		
												
,1 C ONSTRUC	I IUN												
STATION BALANGE 4A	11456	CY	27,494.40		-		-	11 , 456	27.494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION
BALANCE4A	
11456	
CY	
6,873.60		
-		
-	
11,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
10,608.60		
-		
-	
17,681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	20,120.00		-		-	40,240	20,120.00	20,120.00	1QQ_Q%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	6,126.00		.		.	20,420	6,126.00	6,126.00	100 .0%	
MACHINE DRESS NON-STRUCTURAL
4A	
21136	
SY	
6,340.80		
-		-	
21,136	
6,340.80	
6,340.80	
100.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	10,166.40		-		-	16,944	10,166.40	10,166.40	100 .0%	
MACHINE DRESS LOTS 4A	181813	SY	54,543.90		-		-	181,813	54,543.90	54,543.90	100.0%	
REGRADEAFTER UGE 48	16498	SY	8,249.00		-		-	16,498	8,249.00	8,249.00	100.0%	
MACHINE DRESS RIGHT OF WAY 48	8183	SY	2,454.90		-		-	8,183	2,454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22,500.00		-		-	1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594.44		-		-	1	1 , 594.44	1,594.44	100.0%	
DENSITIES	96	EA	2,755.20	Pace 3 of 13 •		.	96	2,755.20	2,755.20	100.0%	

BID DATE: 10/572018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
PROCTOR	2	EA	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	8,032 .50		-		-	27	8,032.50	8,032.50	100.0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	91,658.80		-		-	21 ,316	91 ,658 .80	91 ,658 . 80	100.0%	
GRADE CURB PAD	13600	LF	8,840.00		-		-	13 ,600	8 ,840 . 00	8 ,840 . 00	100 . 0 %	
MIAMI CURB & GUTTER	13600	LF	127,160.00		-		-	13 ,600	127,160.00	127,160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	23,963.83		-		-	18,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	42,550.20		-		-	1 , 228	4 2,550.20	42,550 . 20	100 . 0 %	
H/C RAMPS	18	SF	6,210.00		-		-	18	6,210.00	6,210.00	100,0%	
ADA MATS	270	SF	9,574.20		-		-	270	9,574.20	9,574.20	100.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	1,875 .00		-		-	15	1,875 .00	1 ,875.0 0	100 .0%	
6" LIMEROCK (6050 TN)	18293	SY	201,771.79		-		-	18 ,293	201,771.79	201,771.79	100.0%	
PRIME	18293	SY	11,34 1.66		-		-	18 ,293	11,341.66	11,341.66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	185,491.02		-		-	18 , 293	185,491.02	185,491.02	100.0%	
ASPHALT CORES	35	EA	4,375 .00		-		-	35	4,375.00	4,375.00	100.0%	
SIGNAGE & STRIPING	1	LS	6,417.00		-		-	1.0	6,4 17.00	6,417.00	100.0%	
SURVEY & LAYOUT	1	LS	9,500.00		-		-	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1 ,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	1,033.20		-		-	36	1 , 033.20	1,033 .2 0	1 00.0%	
PROCTOR	2	EA	550 .00		-		-	2	550.00	550.00	100.0%	
LBR TEST	10	EA	2,975.00		-		-	10	2,975.00	2,975.00	100 .0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	51,613.50		-		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	3,737.50		-		-	5 ,750	3,737 .50	3 ,737 .50	100 .0%	
MIAMI CURB & GUTTER	5750	LF	53,762.50		-		-	5 , 750	53 , 762.50	5 3,762 .5 0	1 00 . 0 %	
FINE GRADE BETWEEN CURBS	7780	SY	11,047.60		-		-	7,780	11,047.60	11,047.60	100.0%	
SIDEWALK	536	SY	18,572.40		-		-	536	18,572 .4 0	18, 5 72.40	10 0 ,0 %	
H/C RAMPS	11	EA	3,795.00		-		-	11	3,795 .00	3,795.00	100.0%	
ADA MATS	165	SF	5,850.90		-		-	165	5,850.90	5,850.90	100.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	875 . 00		-		-	7	875 .00	875.00	100.0%	
6" LIMEROCK (2575 TN)	7780	SY	87,291.60		-		-	7 , 780	87,291.60	87,291.60	100.0%	
PRIME	7780	SY	4,823.60		-		-	7 ,780	4 ,823.60	4,823.60	100.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	80,989.80		-		-	7,780	80,989.80	80,989 .80	100.0%	
..., ,n ...l CORES	15	EA	1,875.00		-		-	15	1 , 875.00	1 ,875.00	1 00.0%	
IOTA(""ITfi	,1 'C;ONSl KUt;I IUN			1,249,525.28		-		-		1 , 249 , 525. 28	1 , 249 , 525.28	1 00.0%	
							Less Previous Draws .... ...... .....	1,249 ,525 .2 8		
							Amount due this Draw.. ... ... ... ..	-		

Page 4 of 13

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
--slUt<M IJRAJNAGE :,;y;:,TE:.M												
SURVEY& LAYOUTS	4128	LF	6 ,811.20		-		-	4,128	6 ,811 .20	6 ,811 .20	100.0%	
STORM TV & INSPECTION	4128	LF	11 ,764.80		-		-	4 , 128	11 , 764 . 80	11 , 764 . 80	100.0%	
COMPACT ION & DENSITIES	570	EA	16,359.00		-		-	570	16 ,359.00	16,359.00	100,0%	
DEWATER (6' OR DEEPER)	2984	LF	38,046.00		-		-	2,984	38,046 .00	38,046 .00	100.0%	
18" RCP (4-6 )	256	LF	8,926.72		-		-	256	8,926 .72	8,926 .72	100.0%	
1 8" RCP (6 -8)	352	LF	12 ,978.24		-		-	352	12 ,978 .24	12 ,978 .24	100,0%	
24 " RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
17,715.36		-		
-	
312	
17, 715.36	
17,715.36	
100.0%	
24" RCP (4-6)	176	LF	8,409.28		.		-	176	8,409.28	8,409.28	100.0%	
24 " RCP (6-8)	944	LF	46,992.32		-		-	944	46,992.32	46,992.32	100.0%	
24" RCP (8-10)	216	LF	11,400.48		.		-	216	1 1,400.48	11,400.48	100.0%	
30 " RCP (6-8)	216	LF	14,070 .24		-		-	216	14,070.24	14,070.24	100.0%	
36 " RCP ( 4 - 6 )	400	LF	33,228.00		-		-	400	33,228 .00	33,228 .00	100.0%	
36 " RCP (6-8)	680	LF	57,847.60		.		-	680	57,847.60	57,847 .60	100.0%	
36" RCP (8-10)	152	LF	13,386.64		-		.	152	13 ,386.64	13,386.64	100.0%	
42 " RCP (8-10)	424	LF	44,804.08		.		-	424	44 ,804 .08	44,804.08	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
49	
EA	
873,67		
-		
-	
49	
873.67	
873.67	
100 0%	
PIPE DIAPERS	12	RLS	2,270.04		-		-	12	2,270.04	2,270.04	100.0%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
29,098.17		-		
-	
9	
29,098. 17	
29,098 .17	
100.0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61,62, 102,132,113)	
10	
EA	
39,110.70		-		-	
10	
39 ,110.70	
39,110.70	
100.0%	
SINGL E CURB INLET (8-10) (122, 123,
142)	
3	
EA	
17,020 .20		-		-	
3	
17 , 020.20	
17 , 020 . 20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98		-		-	1	4 ,604 .98	4 ,604 .98	100.0%	
DO UBLE CURB INLET (6-8) (91, 133)	2	EA	12,318 .78		-		-	2	12 , 3 1 8 .7 8	1 2 , 318.78	100.0%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848 .16		-		-	1	6 , 8 48.16	6,848.16	100.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4 ,180.68		-		-	
1	
4,180.68	
4,180.68	
100 0%	
MODIF IED "H " INLET C TRL. STR. (4-6)
(201)	
1	
EA	
6,655.02		-		-	
1	
6, 655 .02	
6 ,655 .02	
100.0%	
MODIF IED "H " I N LET CTRL. STR. (8-10)
(121)	
1	
EA	
7,664 .79		-		
-	
1	
7 ,664 .79	
7 ,664 .79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4,476.06		-		-	1	4 ,476 .06	4,476.06	100.0%	
TR IPLE 24 " MES	6	EA	10,973.52		-		-	6	10 , 9 73 . 52	10 , 973 . 52	100.0%	
INVERTS	30	EA	14,754.90		-		-	30	14 , 754 . 90	1 4 , 754 . 90	100.0%	
18 " PRECAST MES (44, 53)	2	EA	1,532 .36		-		-	2	1 ,532 . 36	1 , 532 . 36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
7 ,202 .44		.		-	
7	
7,202.44	
7,202.44	
100.0%	
30" PRECAS T MES ( 114 )	1	EA	1,589 .29		-		-	1	1,589.29	1,589 .29	100.0%	
36" PRECAST MES (134)	1	EA	1,835.39		.		-	1	1,835 .39	1 ,835 .39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05		-		-	1	2,27 9.05	2,279 .05	100.0%	
42" MES CIP CONCRETE APRON	1	EA	2,260.00		-		-	1	2,260 .00	2,260 .00	1000. %	
57 S T ONE	100	TNS	5 ,767 .00	De	,; nf 1"l -		-	100	5,767.00	5,767.00	100.0%	

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1.188.89		-		-	1.0	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	1040	LF	17,461.60		-		-	1,040	17,461.60	17,461.60	100.0%	
57 STONE	300	TNS	14,301.00		-		-	300	14,301.00	14,301.00	1000%	
FABRIC	3	RL	1,159.17		-		-	3	1,159.17	1,159.17	100.0%	
6" END CAPS	52	EA	494.52		-		-	52	494.52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	2,574.00		-		-	1,560	2,574.00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	4,446.00		-		-	1 , 5 60	4,446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	6,486.20		-		-	226	6,486.20	6,486.20	100.0%	
DEWATER	1128	LF	14,382.00		-		-	1,128	14,382.00	14,382.00	100.0%	
15" RCP (6-8)	32	LF	921.92		-		-	32	921.92	921.92	100.0%	
18" RCP (0-4)	304	LF	9,992.48		-		-	304	9,992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	4,463.36		-		-	128	4,463.36	4,463.36	100.0%	
18" RCP (6-8)	216	LF	7,963.92		-		-	216	7,963.92	7,963.92	100.0%	
24" RCP (6-8)	32	LF	1,592.96		-		-	32	1,592.96	1,592.96	1000%	
30" RCP (8-10)	288	LF	19,624.32		-		-	288	19,624.32	19,624.32	100 0%	
36" RCP (6-8)	328	LF	28,230.96		-		-	328	28,230.96	28,230.96	100.0%	
36" RCP (8-10)	232	LF	20,432.24		-		-	232	20,432.24	20,432.24	100 .0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
19	
EA	
338.77		-		
-	
19	
338.77	
338.77	

100.0%	
PIPE DIAPERS	5	RLS	945.85		-		-	5	945.85	945.85	100.0%	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27		-		-	
1	
2,933.27	
2,933.27	
100.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
12,932.52		
-		-	
4	
12,932.52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
19,555.35		
-		
-	
5	
19,555.35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40		-		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98		-		-	1	4,604.98	4,604.98	100 .0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,159.39		.		.	1	6,159.39	6,159.39	100 .0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06		-		.	1	4,476.06	4,476.06	100 .0%	
INVERTS	14	EA	6,885.62		-		.	14	6,885.62	6,885.62	100.0%	
18" PRECAST MES	3	EA	2,298.54		-		-	3	2,298.54	2,298.54	100.0 %	
36" PRECAST MES	1	EA	1,835.39		-		-	1	1,835.39	1,835.39	100.0%	
57 STONE	50	TNS	2,878.00		-		-	50	2,878.00	2,878.00	100.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89		.		-	1	1 ,188.89	1 ,1 88.89	100.0%	
UNDERDRAIN STUBS	520	LF	8,730.80		-		-	520	8,730.80	8,730.80	100.0%	
57 STONE	150	TN$	7,134.00		-		-	150	7,134.00	7,134.00	100.0%	
FABRIC	2	RL	772.78		-		-	2	772.78	772.78	100.0%	
10 t:.NDCAPS	26	EA	247.26		-		-	26	247.26	247.26	100.0%	
I UTAL STORM .;	;:,r;:,lcm			771,361.57		-		-		771,361.57	771,361.57	100.0%	
							Less Previous Draws ...............	771,361.57		
							Amount due this Draw.... ....... ..	.		

BID  DATE: 10/5/ 20 18	SCHEDUL E OF VALUE S		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
PAVING AND DRAINAGE AS-BUil TS												
PAVING AS-BUILTS	1	LS	17,000.00		-		-	1.0	17,000.00	17,000.00	100 0%	
PAVING AS-BUilTS	1	LS	7,200.00		-		-	1.0	7,200.00	7,200.00	100.0%	
DRAINAGE AS-BUilTS	4128	LF	5,160.00		-		-	4,128	5,160.00	5,160.00	100.0%	
• n•n•-•.;:,c J-\o-t:IUIL I :S	1560	LF	1,950.00		-		-	1 ,560	1,950.00	1,950.00	100.0%	
I U  IAL   t'J-\VINI.;,  /-\NU  _,  , nI !.	AS-
BUILTS			
31,310.00		-		-		
31,310.00	
31,310.00		
							Less Previous Draws ........ ..... ..	31,310.00		
							Amount due this Draw........... ..	-		

IJEA YYA I Ct( u 1;:, 1 t(IDU 1 1v r1 "', ;:, 1 t:.M												
SURVEY & LAYOUTS	7140	LF	11,781.00		.		.	7,140	11,781.00	11,781.00	100.0%	
FLUSH, BT & T EST	7140	LF	3,570.00		-		-	7,140	3,570.00	3,570.00	100.0%	
COMPACTION & DENSfTIES	45	EA	1,291.50		-		-	45	1 ,291.50	1,291.50	100.0%	
12" DR18 PVC	340	LF	10,628.40		-		-	340	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	62,028.80		-		-	2,560	62,028.80	62,028.80	100.0%	
8" DR18 PVC	3280	LF	59,564.80		.		.	3,280	59,564.80	59,564 .80	100.0%	
6" DR18 PVC	520	LF	6,609.20		-		-	520	6,609.20	6,609.20	100.0%	
2" POLY PIPE	440	LF	3,348.40		-		-	440	3,348.40	3,348.40	100.0%	
LOCATE WIRE	15	RL	1,998.30		-		-	15	1,998.30	1,998.30	100.0%	
LOCATE WIRE BOXES	16	EA	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	1,428.00		-		-	7,140	1,428.00	1,428.00	100.0%	
12" BELL RESTRAINTS	6	EA	1,620.06		-		-	6	1,620.06	1,620.06	100.0%	
1O" BELL RESTRANI  TS	58	EA	13,604.48		-		-	58	13,604.48	13,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	11,187.75		-		-	75	11,187.75	11,187.75	100.0%	
6" BELL RESTRAIN TS	45	EA	4,207.50		-		-	45	4,207.50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924.43		
-		-	
1	
1, 924.43	
1,924.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427.06		.		-	1	2,427.06	2,427.06	100 0%	
10" MJ GATE VALVE	8	EA	16,515.52		-		.	8	16,515.52	16,515.52	100 .0%	
8" MJ GATE VALVE	13	EA	17,701.32		-		-	13	17,701.32	17,701.32	100.0%	
6" MJ GATE VALVE	2	EA	2,024.22		-		-	2	2,024.22	2,024 .22	100.0%	
2" FLUSHING HYDRANT	2	EA	3,104.34		-		-	2	3,104.34	3,104.34	100.0%	
2" SAMPLE POINT	2	EA	585.34		-		-	2	585.34	585.34	100.0%	
FIRE HYDRANT ASSY 0/'J/ 6"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90 BENO, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & W ASHERS)	

2	

EA	

8,118 .50		
-		

-	

2	

8,118.50	

8,118.50	

100.0%	
FIRE HYDRANT ASSY 0/'lf 8" X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

10	

EA	

42,198.80		

-		

-	

10	

42,198.80	

42,198.80	

100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY r,NI 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

4	

EA	

17,840.68		

-		

-	

4	

17, 840 .68	

17 , 840. 68	

1 00.0%	
FIRE HYDRANT ASSY r,NI 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE , RODS , BOLTS ,
NUTS & WASHER S)	

1	

EA	

4,616.05		

-		

-	

1	

4,616.05	

4,616.05	

100.0%	
10" MJ 90 BEND	1	EA	582.79		-		-	1	582 .79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80		-		-	1	538 .80	538.80	100.0%	
10" MJ 11.25 BEND	14	EA	7,543.20		-		-	14	7,543.20	7,543.20	100.0%	
8" MJ 11.25 BEND	27	EA	10,265.13		-		-	27	10,265.13	10,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339.77		-		-	1	339.77	339.77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99		-		-	1	1,110.99	1,110.99	100.0%	
10"X1O" MJ TEE	3	EA	3, 029 .79		-		-	3	3 , 029.79	3 , 029.79	1 00.0%	
10"X8" MJ TEE	1	EA	931.47		-		-	1	931 .47	931 .47	100 .0%	
12"X10" MJ RDUCER	1	EA	589.99		-		-	1	589.99	589.99	100.0%	
10"X8" MJ REDUCER	3	EA	1,356.03		-		-	3	1 , 356 . 03	1 , 356 . 03	1 00.0%	
8"X6" MJ REDUCER	2	EA	693.80		-		-	2	693.80	693.80	100.0%	
10" MJ PLUG	2	EA	547.08		-		-	2	547.08	547.08	100.0%	
6"X2" TAP CAP	2	EA	649.26		-		-	2	649 .26	649 .26	100.0%	
SINGLE SHORT SERVICES	50	EA	26,394.00		-		-	50	26 ,394 .00	26,394 .00	100 .0%	
SINGLE LONG SERVICES	9	EA	-	5,110.47		-		-	9	5,110.47	5,110.47	100.0%	
DOUBLE LONG SERVICES	25	EA	29,503.00		-		-	25	29,503 .00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	4,884.00		-		-	2,960	4,884.00	4,884.00	100.0%	
FLUSH , BT & TEST	2960	LF	1,480.00		-		-	2,960	1,480. 00	1,480.00	100.0%	
COMPACTI ON & DENSITIES	19	EA	545.30		-		-	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	47,975.40		-		-	1,980	47,975 .40	47,975.40	100.0%	
8" DR18 PVC	420	LF	7,627.20		-		-	420	7 ,627.20	7 ,627.20	100.0%	
6" DR18 PVC	360	LF	4,575.60		-		-	360	4,575.60	4,575.60	100.0%	
2" POLY PIPE	200	LF	1,522.00		-		-	200	1,522 .00	1,522.00	100.0%	
LOCATE WIRE	6	LF	799.32		-		-	6	799 .32	799.32	100.0%	
LOCATE WIRE BOXES	7	EA	1,740.27		-		-	7	1,740.27	1,740.27	100.0%	
LOCATE WIRE TESTING	2960	LF	1,480.00		-		-	2,960	1,480.00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	10 ,555.20		-		-	45	10 ,555.20	10 ,555.20	100 .0 %	
8" BELL RESTRAINTS	7	EA	1,044.19		-		-	7	1,044.19	1,044.19	100.0%	
6" BELL RESTRAINTS	6	EA	561.00		-		-	6	561.00	561.00	100.0%	
CONNECT TO 10" STUB-OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300 .00		-		-	
1	
1,300.00	
1,300.00	
100.0%	
10" MJ GATE VALVE	5	EA	10,322.20		-		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	2, 723.28		-		-	2	2 ,723 . 28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	2,024.22		-		-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17		-		-	1	1,552.17	1,552.17	100.0%	
SAMPLE POINTS	2	EA	585.34		-		-	2	585.34	585.34	100.0%	

BID  DAi E: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUETO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (YV/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS. BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
FIRE HYDRANT ASSY (:NI B"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,219.88		

-		

-	

1	

4,219.88	

,4 219.88	

100.0%	
FIRE HYDRANT ASSY (YV/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

22,300.85		

-		
-	

5	

22,300.85	

22,300.85	

100 .0%	
10" MJ 11.25 BEND	13	EA	7.004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380.19		-		-	1	380.19	380.19	100.0%	
6" MJ 11.25 BEND	3	EA	972.93		-		-	3	972.93	972.93	100 .0%	
1O"X8" MJ TEE	2	EA	1,862.94		-		-	2	1,862.94	1,862.94	100 .0%	
10" MJ PLUG	1	EA	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200.53		-		-	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90		-		-	1	346.90	346.90	100.0%	
6"X2" TAP CAP	1	EA	240.96		-		-	1	240.96	240.96	100.0%	
SINGLE SHORT SERVICES	41	EA	22,024.79		-		-	41	22.024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	4,490.80		-		-	8	4,490.80	4,490.80	100.0%	
!DOUBLE LONG	'l t::::,	8	EA	9,452.24		-		-	8	9,452.24	9,452.24	100.0%	
I U I AL JcA VV/-\ I t: r-< Ul::i I Kll::!U I IUN
SYSTEM			
584,214.67		-		-		
584,214.67	
584,214.67	
100.0%	
							Less Previous Draws ...............	584,214.67		
							Amount due this Draw.. ...... .. ...	-		

J l:;A A N I 1 At( T ;":> t: VV C I'( ;-:, , ;::, I c m												
ISURVtl & lAYUU I:::,	7210	LF	11,896.50		-		-	7, 210	11.896.50	11,896.50	100 .0%	
SEWER TV & INSPECTION	7210	LF	20,548.50		-		-	7 , 210	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	20,893.60		-		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	69,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	2,949.80		-		-	196	2,949.80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	19,334.70		-		-	1, 1 34	19,334.70	19,334.70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	25,603.20		-		-	1,344	25,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	28,091.70		-		-	1,274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	45,454.50		-		-	1, 890	45,454.50	45,454.50	100.0%	
8" SDR26 PVC (12-14)	924	LF	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	6,342.08		.		-	2	6,342.08	6,342.08	100.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
29,633.22		
-		.	
9	
29,633.22	
29,633.22	
100.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27.)	
7	
EA	
27,344.17		.		
-	
7	
27,344.17	
27,344. 17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30,)	4	EA	18,494.44	Pa Je 9 of 13 •		-	4	18,494.44	18,494.44	1000%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DOTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
		EA			-		-	1	7 ,208.26	7,208 .26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14.
15, 34, 32)	
8	
EA	
44 ,583 . 04		
-		
-	
8	
44,583.04	
44,583.04	

1000%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50		-		-	1	5,777.50	5,777. 50	100 .0%	
"B" MANHOLE (12-14) (16, 17.)	2	EA	12,925.40		-		-	2	12,925.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18)	
1	
EA	
13,559.71		
-		.	
1	
13,559.7 1	
13,559.71	
100.0%	
57 STONE	75	TNS	4,317.00		-		-	75	4 , 317 . 00	4 , 317 . 00	1 00.0%	
PRE CAST INVERTS (INCLUDED IN
STRUCTURE PRICE)	
35	
EA	
9,411.15		
-		
-	
35	
9,411.15	
9,411.15	

100.0%	
6" &8" BOOTS	111	EA	22 ,580 .73		-		-	111	22 , 580.73	22,580.73	100.0%	
MANHOL E ADJUSTMENTS	35	EA	15,341.55		-		-	35	15 , 341.5 5	15,341 .55	100.0%	
8" DROP BOWLS	3	EA	3,285.12		-		-	3	3,285 .12	3,285 . 12	1 00 . 0 %	
6" SERVICES & FITTINGS	111	EA	49,897.83		-		-	111	49 ,897.83	49 ,897 .83	100.0%	
SURVEY & LAYOUTS	2744	LF	4,527.60		-		-	2,744	4,527.60	4,527.60	100.0%	
SEWER TV & INSPECTION	2744	LF	7,820.40		-		-	2,744	7,820.40	7,820.40	100.0%	
COMPACT ION & DENSITIES	222	EA	6 ,371.40		-		-	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	22,848.00		-		-	1 , 792	2 2,848 . 00	22,848.00	100.0%	
8" SDR26 PVC (4-6)	952	LF	16,231.60		-		-	952	16,231 .60	16 ,231 .60	100 .0%	
8" SDR26 PVC (6-8)	952	LF	18,135.60		-		.	952	18 ,135 .60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	11,294.50		-		-	490	11 ,294.50	11,294 .50	100.0%	
8" SDR26 PVC (10-12)	350	LF	8,767.50		-		-	350	8,767.50	8,767.50	100.0%	
"A" MANHOLE (0-4) (19)	1	EA	3,171.04		-		.	1	3, 17 1. 04	3,171 .0 4	1 00.0%	

"A" MANHOLE (4-6) (1, 2, 3, 4, 20, 21, 22)	
7	
EA	
23,048.06		-		.	
7	
23 , 0 48.06	
23,048.06	
100.0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	19,531.55		.		-	5	19 ,531.55	19 ,531.55	100.0%	
"A" MANH OLE (8-10) (8, 9)	2	EA	9 ,247 .22		-		-	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17		
-		
-	

1	

2,689. 17	

2,689. 17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

2,689.17		
-		
-	

1	

,2 689. 17	

2,689.17	

100.0%	
57 STONE	50	TNS	2,878.00		-		-	50	2 , 878 . 00	2 ,878 .00	10 0 . 0%	
PRECAST INVERTS	15	EA	4,033.35		-		-	15	4,033.35	4,033.35	100.0%	
6" & 8" BOOTS	63	EA	12,816.09		-		-	63	12,816 .09	12,816.09	100.0%	
MANHOLE ADJUSTMENTS	15	EA	6,574.95		-		-
.	15	6,574.95	6,574.95	100.0%	
b '	t-llllNG::i	63	EA	28,210.14		-			63	28 ,210.14	28,210 . 14	100.0 %	
I	ll-'\ Y ;:,cvVt:K
SYSTEM			758 , 249 .64		-		-		758 ,249.64	758,249.64	100.0%	
							Less Previous Draws ... ..... .......	758,249.64		
							Amount due this Draw........ .....	-		

Page 10 of 13

BID DATE: 10/5/2018	SCHEDULEOF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
Jl:.A :SANI 1"'1'l _,,c:n't:.K Lit" I :SIAI tUN
SYSTEM												
SURVEY & LAYOUTS	1	LS	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	2,583.00		-		-	90	2,583.00	2,583.00	100.0%	
DEWATER	210	LF	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	1,151.20		-		-	20	1,151.20	1,151.20	100.0%	
WET WELL- LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83		
-		-	
1	
46,298.83	
46,298.83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS	
305,800.00		
-		-	
1 .00	
305,800.00	
305,800.00	

100.0%	
CRANE/OPERA TOR	10	HRS	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	1,807.78		-		-	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238.18		-		-	1	1 , 238.18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	2,673.00		-		-	1,620	2,673.00	2,673.00	100.0%	
FLUSH	1620	LF	1,215.00		-		-	1,62 0	1,215.00	1,215.00	100.0%	
COMPACTION & DENSITIES	11	EA	315.70		-		-	11	315.70	315.70	100,0 %	
6" DR18 PVC	1600	LF	20,336.00		-		-	1,600	20,336.00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	532,88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	1,296.00		-		-	1,620	1,296.00	1,296.00	100.0%	
6" BELL RESTRAINTS	6	EA	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03		-		-	1	4,873.03	4,873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17		-		-	1	3, 550.17	3,550.17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37		-		-	1	1,565.37	1,565.37	100.0%	
6" CASE (B) CROSSING	1	EA	3,199.32		-		-	1	3,199.32	3,199.32	1000%	
6" MJ 90 BEND	2	EA	1,938.22		-		-	2	1,938.22	1,938.22	100 ,0%	
6 " MJ 45 BEND	6	EA	2,794.74		-		-	6	2,794.74	2,794.74	100.0%	
6" MJ 11.25 BEND	2	EA	1,909.68		-		-	2	1, 909.68	1,909.68	100.0%	
11.,;UNNt:1.,;l TO l:..l(ISTING 8" SI Ul::l-UU I
WITH A 8-X.6" MJ REDUCER	
1	
EA	
1,661.42		-		.	
1	
1,661. 42	
1,661.42	
100.0%	
I OlAL Jt:A ::.ANll ARY St:VV K lit- I
STATION SYSTEM			
428,146.77		-		-		
428,146.77	
428,146.77	
100.0%	
							Less Previous Draws ........ .......	428,146.77		
							Amount due this Draw .. ...... .. ...	-		
												
WATER AND SEWER AS-BUILTS												
WATER AS-BUILTS	7140	LF	8,925.00		-		-	7,140	8,925.00	8,925.00	100.0%	
WATER AS-BUil TS	2960	LF	3,700.00		-		-	2,960	3,700.00	3,700.00	100.0%	
SEWER AS-BUilTS	7210	LF	9,012.50		-		-	7,210	9,012.50	9,012.50	100.0%	
SEWER AS-BUilTS	2744	LF	3,430.00		-		
"	2 , 7 44	3.430.00	3,430.00	100.0%	
LIFT STATION AS-BUilTS	1	LS	3,600.00		"		-	1.0	3,600.00	3,600.00	100.0%	
J-Ut-<t;I::: MAIN A;:,-BUILTS	1620	LF	2,025.00		-		-	1,620	2,025.00	2,025.00	100,0%	
l::lUILIS			30,692.50		-		.		30,692.50	30,692.50		
							Less Previous Draws ......... ......	30,692.50		
							Amount due this Draw.............	.		
				Pa!	e 11 of 13							

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
'""'"'"' ,v,. ;:,LC.C.wc.;:, NU
ELECFTELEPHONE												
2.5" SLEEVES	250	LF	2,000.00		-	250	2,000.00	250	2,000.00	2,000.00	100.0%	
3" SLEEVES	250	LF	2,250.00		-	250	2,250.00	250	2,250.00	2,250.00	100 .0%	
4" SLEEVES	500	LF	5,000.00		-	250	2,500.00	500	5,000.00	5,000.00	100.0%	
o :SLt::t::Vt:::S	500	EA	6,500.00		-	500	6,500.00	500	6,500.00	6,500.00	100.0 %	
I U  I AL   '""IUI"\ II  N;:,Lt:.t:. vr::: ANU
ELECFTELEPHONE	
SEE C0#4 FOR CREDIT	
15,750.00		-		
13,250.00		
15,750.00	
15,750.00	
100.0%	
							Less Previous Draws ...............	2,500.00		
							Amount due this Draw.... .........	13,250.00		
												
LOT GRADING												
CLEAR AND GRUB LOTS 4A	37.6	AC	150,400.00		-		-	37.6	150,400.00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	53,040.00		-		-	1 3.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRTTO PADS 48	

11718	

CY	

28,123.20		
-		
-	

11,718	

28,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOTS 4B	
8963	
CY	
21,511.20		
-		
-	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 48	
3892	
CY	
9,340.80		
-		-	
3 ,89 2	
9,340.80	
9,340.80	
100 .0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS MOVED TO LOTS & LOT PADS4A	

192958	

CY	

115,775.00		
-			

192,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRlPPINGS TO LOTS & PADS 48
,-·	"	&  , :	"	I    UIKI t-KUM	

11718	

CY	

7,030.80		
-		
-	

11,718	

7,030,80	

7,030.80	

100.0%	
PHASE 4A GOING TO LOTS & PADS 48	
12885	
CY	
7,731.00		-		-	
12,885	
7,731.00	
7,731.00	
100.0%	
IUIAL LOI \3RADING			392,952.00		-		-		392,952.00	392,952.00	100.0%	
							Less Previous Draws ...............	392,952.00		
							Amount due this Draw.............	-		

PAYMENT AND PERFORMANCE BOND					.							
11::lUNU
I u I AL r/"\ TIVIC:::I ' /"\NUr - · a-u>-< .. C t-	1	LS	53,122.00				-	1	53,122.00	53,122.00	100.0%	
BOND			
53,122.00		-		-		
53,122.00	
53,122.00		
							Less Previous Draws ...............	53,122.00		
							Amount due this Draw ......... ....	-		

1.,u1fl 1r4;:, I ALL :SLt:t:vc.;:,												
t:Lt:\., I KI\..AL												
IN::; I ALL 1.,uNUUIT	1	LS	83,300.00		-		-	1.0	83,300.00	83,300.00	100.0%	
MARK UP	1	LS	8,330.00		.		-	1.0	8,330.00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8.100.00		-		-	1	8,100.00	8,100.00	100.0%	
IMAKt<.. Ut'	1	LS	810.00	t'8!	e l L OT l ,j _		-	1	810.00	810.00	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
MATERIAL &
LABOR COST	
STORE D OTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
IUIAL			100,540.00		-		-		100 , 540.00	100 , 540.00	1 00 . 0 %	
11'<1'<1\:JA I IUN SLEEV C.;:>												
IIN::i I ALL -scEEVt:::i	250	LF	2,500.00		-		-	250	2,500.00	2,500.00	100.0%	
TOTAL 11'<1'<.luA I IUN SLEEvc.;:>			2,500.00		-		-		2 , 500 . 00	2 , 500.00		
I U 1.U:: C U ll'l			, u ., ,u .. u . UU		-		-		103 ,040 .00	103 ,040.00		
							Less Prev.io  us Draws ........  .. ... ..	103 ,040.00		
							Amount due this Draw........... ..	-		
C0#2 DIRT & RCP CHANGES												
IRAlSEU	- - RNER 1:jlK t..;H
COURT	
12032		
36,096.00		-		-	
12, 03 2	
36 ,096. 00	
36 ,096 .0 0	
100 .0 %	
IRt:1-'LA(;E RCP VV I TH HI-' t-'lt"'t:	1		(27,001.40)		-		-	1	(27 ,001.40)	(27 ,001.40)	10 0 0%	
24" FIRE HYDRANT EXTENSIONS	2		2,303.28		-		-	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		(8,724.90)		-		-	(458)	(8,724.90'	(8,724.90)	100.0%	
8" SANITARY SEWER 4-6'	128		2,182.40		-		-	128	2,182.40	2,182 .40	100 .0%	
"A" MANHOLE 6-8'	-2		(7,812.62)		-		-	(2)	(7,812.62)	(7,812.62)	100.0%	
ILP-1 :_:' ,{P.!::.- ::;t:t..;T ION (S·-'UJ	1		435.49		-		-	1	435.49	435.49	100.0%	
1un,.cc;o#2			(2,521.75	)	-		-		(2,5 21 .75)	(2,521 .75)		
							Less Previous Draws ......... ......	(2 ,521 .75)		
							Amount due this Draw............ .	-		
IC0#3 SILl FENCE												
l:::ilLl t-t:Nl,;t:	11t>U	Lt-	2,265.50				-	1,1 50	2 ,2 65 .50	2 ,265 . 50	100 .0 %	
							Less Previous Draws ... ..... .......	2,265.50		
							Amount due this Draw...... . ......	-		
												
\,;UM Ut:UUI,; I IKKl A I IUN::;Lt:t:vc.;:>
AND ELEC/TELEPHONE												
12.5" SLEEVES	-250	LF	(2,000.00)		-	(250)	(2,000.00)	(250)	(2,000.00)	(2,000.00)	100 0%	
3" SLEEVES	-250	LF	(2,250.00)		-	(250)	(2,250.00)	(250)	(2,250.00)	(2,250.00)	100.0%	
4" SLEEVES	-250	LF	(2,500.00)		-	(250)	(2,500.00)	(250)	(2,500.00)	(2,500.00)	100 0%	
10 SL EE VES	-500	EA	(6,500.00)		-	(500)	(6,500.00)	(500)	(6,500 .00)	(6,500.00)	100,0 %	
I U I AL 11"11'<1\.:>A I ION :::iLl:::l:::vc:;::, ANU
ELECfTELEPHONE			
(13,250.00)		-		
(13 , 250 . 00)		
(13,250	. 00)	
(13,2 50 .00)	
100 . 0 %	
							Less Previous Draws ... ........ ....			
							Amount due this Draw.. ... .... ....	(13 ,250.00)		
												
TOTAL			5,685,174 .60				Total
Less 10% retainage
Amount Earned less Retalnage Less Previous Draws
Amount due	5,685,174 .60	
									
								5,685,174 .60	
								5,400 ,915 .87	
		284 ,258 .73	

Page 13 of 13

CONDITIONAL FINAL 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	$	284,258.73 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	$	284,258.73 , 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 final release in the
County of Baker,	State of Florida,	this	15TH	day of	JANUARY , 2020.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI Signature:  2if	

Date Executed:	01/15/20

,	 	

State of Florida County of Baker

Subscribed and sworn before me this

- 15TH

-day of	JANUARY   ,   2020.

Notary PU .blIC	.

o"'-?,'.'. "<1,	ROBIN lYNNSMllJf
.,. .	*	Commission#GGH9986

My Commission Expires:	,.. Exwes.1anuaty25,2022
County of Residence:	Bradfo}et f\.0	n.vlllldget,._,.s.me,

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: 41

Name of Payee: Hopping Green & Sams

Amount Payable: $ 299.00

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;

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 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:  	
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 February 9, 2020

Attorneys and Counselors

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

=================================	STATEMENT =================================

December 31, 2019
Amelia Walk Community Development District	Bill Number 111971

c/o GMS, LLC
475 West Town Place, Suite 114 St. Augustine, FL 32092

Billed through 11/30/2019

Phase 4B & 5 Construction AWCDD	00117	JMW
FOR PROFESSIONAL SERVICES RENDERED
11/26/19	JMW	Review draft FPL lighting agreement; confer with Kern regarding same.	0.60 hrs	
11/27/19	JMW	Review and revise draft easement agreement; confer with staff regarding same.	0.70 hrs	

Total fees for this matter	$299.00

MATTER SUMMARY

Walters, Jason M.	1.30 hrs

230

/hr

$299.00

TOTAL FEES	$299.00
----------------
TOTAL CHARGES FOR THIS MATTER	$299.00

BILLING SUMMARY

Walters, Jason M.	1.30 hrs	230

/hr

$299.00

TOTAL FEES	$299.00
----------------
TOTAL CHARGES FOR THIS BILL	$299.00

Please include the bill number on your 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: 42

Name of Payee: Onsight Industries

Amount Payable: $ 10,507.05

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, 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;

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 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:  	
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 February 9, 2020

900 CENTRAL PARK DR. SANFORD, FL 32771-6634

INVOICE
002-20-267791D
DUE UPON RECEIPT

DATE

1/13/2020

GREGG KERN AMELIA WALK CDD
475 WEST TOWN PLACE SUITE 114
ST AUGUSTINE FL 32092

AMOUNT ENCLOSED

$

MAKE CHECKS PAYABLE TO:
ONSIGHT INDUSTRIES, LLC. 900 CENTRAL PARK DR. SANFORD, FL 32771-6634

Invoice Questions? Please call 407.830.8861 or email aaron@thinkonsight.com
PLEASE RETURN THIS PORTION WITH YOUR PAYMENT
   INVOICE: 002-20-267791D	PROJECT DETAIL - PAGE 1	

CHARGES	PRICE EACH	QTY	TOTAL

LOCATION AMELIA WALK
PROJECT NAME HAMPTON LAKES AT AMELIA WALK PHASE 4A/4B CBUS
CLIENT PO	ORDERED BY GREGG KERN

900 CENTRAL PARK DR., SANFORD, FL 32771-6634 P: 407.830.8861 • F: 407.830.5569

    1 MAILBOX, CBU, 16 DOOR, STANDARD, SEQ NUMBERING, DARK BRONZE SIDED,
16 DOOR CBU - DARK BRONZE

$1,528.10	11

$16,809.10

    2 MAILBOX, CONCRETE POUR, 4” DEPTH - STANDARD, 4”, CUSTOM / 393" X 48" (131
CONCRETE POUR FOR STANDARD CBUS

$3,275.00	1

$3,275.00

    3 LABOR / INSTALLATION, INSTALL - JACKSONVILLE, LOCAL 45+
INSTALLATION

$930.00	1

$930.00

SUB-TOTAL: $21,014.10 ESTIMATED TAX: $0.00 TOTAL: $21,014.10

DEPOSIT DUE: $10,507.05

Thank you for your business!
Visit us online at www.onsightindustries.com
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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: 63

Name of Payee: Earthworks of Florida

Amount Payable: $ 200,117.80

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;

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 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:  	
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

February 9, 2020

$284,258.73 - Total
$200,117.80 - 4A
$  84,140.44 - 4B
2-9-20

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: SEVENTEEN {17)	Project:	Amelia Walk, Phase 4A and 4B PERIOD FROM:	12/13/19
PERIOD TO	01/15/20	

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

5%	RETAINAGE TO DATE

5%	
		PREVIOUS APPLICATIONS	THIS PERIOD							
										
MOBILIZATION AND SITE PREPARATION	
59,478.10	
59,478.10	-		
59,478.10	
100%	
-	-	
2,973.91	
CLEARING AND GRUBBING	199,733 .00	199,733.00	-		199,733.00	100%	-	-	9,986.65	

SEEDING AND MULCHING AND SOD	
229,877.57	
229,877.57	-		
229,877.57	
100%	-	-	
11,493.88	
EROSION AND SEDIMENT
CONTROL	
47,234.45	
47,234.45	
-		
47,234.45	
100%	-	-	
2,361.72	
STORMWATER POLLlJTION
PREVENTION PLAN	
13,188.88	
13,188.88	-		
13,188.88	
100%	
-	
-	
659.44	
STORMWATER MANAGEMENT
FAOUTY CONSTRUCTION	
730,8 04.42	
730,804.42	
-		
730,804.42	
100%	
-	-	
36,540.22	
ROADWAY CONSTRUCTION	1,249,525.28	1,249,525.28	-		1,249,525.28	100%	-	-	62,476.26	
STORM DRAINAGE SYSTEM	771,361.57	771,361.57	-		771,361.57	100%	-	-	38,568.08	
PAVING AND DRAINAGE AS-BUILTS	31,310.00	31,310.00	-		31, 310.00	100%	-	-	1, 565.50	

JEA WATER DISTRIBUTION SYSTEM	
584,214.67	
584,214.67	-		
584,214.67	
100%	-	-	
29,210.73	
JEA SANITARY SEWER SYSTEM	758,249.64	758,249.64	-		758,249.64	100%	-	-	37,912.48	
JEA SANITARY SEWER LIFf
STATION SYSTEM	
428, 146.77	
428,146.77	-		
428,146.77	
100%	
-	-	
21 , 407. 34	
WATER AND SEWER AS-BUILTS	30,692.50	30,692.50	-		30,692.50	100%	-	-	1,534.63	
IRRIGATION SLEEVES AND
ELEC/TELEPHONE	
15,750 .00	
2,500.00	
13,250.00		
15,750.00	
100%	
-	
662.50	
787.50	
LOT GRADING	392,952.00	392,952.00	-		392,952.00	100%	-	-	19, 647.60	
PAYMENT AND PERFORMANCE
BOND	
5 3, 122.00	
53,1 22.00	
-		
53,1 22.00	
100%	
-	
-	
2,656.10	
								-	-	
								-	-	
								-		
ORIGINAL CONTRACT AMT	5,595,640.85	5,582,390.85	13,250.00	-	5,595,640.85	100.00%	-	662.50	279,782.04	
								-		
C0#1 INSTALL SLEEVES	103,040.00	103,040.00	-		103,040.00	100%	-	-	5,1 52.00	
CO#2 DIRT & RCP CHANGES	(2,521.75)	(2,521.75)	-		(2,521.75)	100%	-	-	(1 26. 09)	
C0#3 SILT FENCE	2,265.50	2,265.50	-		2,265.50	100%	-	-	113.28	
C0#4 SLEEVES	(13,250.00)		(13,250.00)		(13,250.00)	100%	-	{662.50)	(662.50)	
										
TOTAL CONTRACT	5,685, 174.60	5,685,174,60	-	-	5,685,174.60	100.00%	-	-	284,2 58,73	

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
-·															

PREPARATION												
MOBLIZATION	1	LS	10,000.00		-	-	-	1	1 0,000.00	10,000.00	100.0 %	
SURVEY & LAYOUTS 4A	1	LS	15,299.50		-		-	1	15,299.50	15,299.50	100.0%	
SURVEY & LAYOUTS 4B	1	LS	11,200.00		-		-	1	11 , 200.00	11,200.00	100.0%	
ASBUILTS4A	1	LS	8,900.00		-		-	1.0	8,900.00	8,900.00	100.0%	
ASBUILTS4B	1	LS	5,000.00		-		-	1.0	5,000.00	5,000.00	100.0%	
DENSITY TESTING 4A & 4B	278	EA	7,978.60		-		-	278	7,978.60	7,978.60	100.0%	
11-'ROCTOR	4	EA	1,100.00		-		-	4	1,100.00	1,100 .00	100.0%	
IUIALA"'	,flUN ANU::>I It;,
PREPARATION			
59,478.10		-		-		
59,478.10	
59,478.10	
100.0%	
							Less Previous Draws ...............	59,478.10		
							Amount due this Draw.............	-		
												
CLEARING AND GRUBBING												
CLEAR AND GRUB 4A	25.4	AC	101,600.00		-		-	25.4	101,600.00	101,600.00	100.0%	
CLEAR AND GRUB 4B	5.07	AC	20,280.00		-		-	5.07	20,280.00	20,280.00	100.0%	
STRlP4A	40184	CY	60,276.00		-		-	40, 184	60,276.00	60,276.00	100.0%	
l:S I HTP 41::l	11718	CY	17,577.00		-		-	11,718	17.577.00	17,577.00	100.0%	
IUIAL -,	A	... 11.;i AND-	,:.,			199,733.00		-		"		1 99,733.00	199,733.00	100.0%	
							Less Previous Draws ...............	199,733.00		
							Amount due this Draw ........ ... ..			

::;t;,t;,Ufl'I\.> ANU MULt;hlNu ANU::;uu												
SOD BEHIND CURB 1.67'	2524	SY	7 ,344.84		-		-	2,524	7,344.84	7,344.84	100.0%	
SOD POND SLOPES 14 & 15	16944	SY	49,307.04		-		-	16 ,944	49 , 307 . 04	49 , 307.04	100.0%	
SEED & MULCH NON-STRUCTURAL	21136	SY	11,836.16		-		-	21 ,1 36	11,836.16	11,836.16	100.0%	
SEED & MULCH ROW	20420	SY	11,435.20		-		-	20,420	11,435.20	11,435.20	100.0%	
SEED & MULCH LOTS	181813	SY	101,815.28		-		-	1 81,813	101,815.28	101,815.28	100.0%	
SOD BEHIND CURB 1.67'	1067	SY	3,104.97		-		-	1 ,067	3,1 04.97	3,104.97	100.0%	
SEED & MULCH NON STRUCTURAL	8061	SY	4,514.16		-		-	8 ,061	4 ,514.16	4,514.16	100.0%	
SEED & MULCH ROW	8183	SY	4,582.48		-		-	8,183	4,582.48	4,582.48	100.0%	
1.::,c:c:U & MULGH LUI::;	64174	SY	35,937.44		-		-	64 ,174	35,937.44	35,937.44	100.0%	
TOIAC -..:=.:....,,.(.; ANU • :.;:.. ,,, ,!.:' 1-\l U
SOD			
229,877.57		-		-		
229,877.57	
229,877.57	
100.0%	
							Less Previous Draws ...............	229,877.57		
							Amount due this Draw.. ......... ..	-		

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION  EROSION AND SEDIMENT CONTROL	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
SILT FENCING 4A	9300	LF	18,321.00		-		-	9,300	18,321.00	18,321.00	100.0%	
SILT FENCING 48	6800	LF	13,396.00		-		-	6,800	13,396.00	13,396.00	100.0%	
INLET PROTECTION 4A	30	EA	6,708.30		-		-	30	6,708.30	6,708.30	100.0%	
INLET PROTECTION 48	13	EA	2,906.93		-		-	13	2,906.93	2,906.93	100.0%	
MAINTENANCE OF CONSTRUCTION
ENTRANCE 4A	
1	
EA	
2,951.11		-		-	
1.0	
2,951.11	
2,951.11	
100.0%	
IMAIN 1 - , •• .. st- Ur vUN;:, I KUL, I IUN
ENTRANCE48	
1	
EA	
2,951.11		-		-	
1	
2,951.11	
2,951.11	
100.0%	
I U   I  AL   C  r<V   .:>IU N   ANU	I
CONTROL			
47,234.45				-		
47,234.45	
47,234.45	
100.0%	
							Less Previous Draws .,.,	,..	47,234.45		
							Amount due this Draw.............	-		

STORMWATER POLLUTION
PREVENTIONPLAN												
NPDES PERMIT 4A	1	LS	6,594.44		-		-	1	6 ,59 4.44	6,594.44	100.0%	
11 r-'Uc:.;:, ,t:r<IVII I 4tl	1	LS	6,594.44		-		-	1	6 , 594.44	6,594.44	100.0%	
IV I AL .:, I VKMVVA t ER PULLU I IVl'I
PREVENTION PLAN			
13,188.88		-		-		
13,188.88	
13,188.88	
100.0%	
							Less Previous Draws ...............	13,188.88		
							Amount due this Draw. .... ........	-		

STORMWATER MANAGEMENT
FACILITY CONSTRUCTION												
OVER-EXCAVAT E & BURY STRIPPINGS FROM 4A MOVE GENERATED GOOD
DIRT TO PHASE 48	

14935	

CY	

35,844.00		
-		
-	

14,935	

35,844.00	

35,844.00	

100.0%	
OVER-EXCAVATE & BURY STRIPPING$
/ LOAD & HAUL OUT EXCESS DIRT 4A	
25249	
CY	
60,597.60		-		
-	
25,249	
60,597.60	
60,597.60	
100.0%	
POND 14 CUT TO POND FILL 4A	37	CY	88.80		-		-	37	88.80	88.80	100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
PAVED AREAS 4A	
2803	
CY	
6,727.20		
-		
-	
2,803	
6,727.20	
6,727.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
SIDEWALK/ DRIVEWAY AREAS 4A	
477	
CY	
1,144.80		
-		-	
477	
1,144.80	
1,144,80	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
RIGHT OF WAY 4A	
10223	
CY	
24,535.20		-		-	
10, 223	
24,535.20	
24,535.20	
100.0%	
EXCAVATE POND #14 / MOVE DIRT TO
LOTS 4A	
88708	
CY	
212,899.20		
-		
-	
88,708	
212,899.20	
212,899.20	
100 .0%	
POND 15 CUT TO POND FILL 4A	227	CY	544.80		-		-	227	544.80	544.80	100.0%	
EXCAVATE POND #15 / MOVE DIRT TO
LOTS4A	
62685	
CY	
150,444.00		-		
-	
62,685	
150,444.00	
150,444.00	
100.0%	
EXCAVATE POND #15 / MOVE EXCESS
DIRT TO NON-STRUCTURAL AREAS 4A	
3914	
CY	
9,393.60		-		
-	
3,914	
9,393.60	
9,393.60	
100.0%	

BID DATE : 1015/2018	SCHEDULE OF VALU ES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
CO MP	
EXCAVATE POND# 15 MOVE DIRT TO
PADS 4A	
41566	
CY	
99,758.40		
-		-	
41,566	
99,758.40	
99,758.40	
100.0%	
EXCAVATE POND #15 / LOAD & HAUL OUT EXCESS D1RT 4A	
2332	
CY	
5,596.80		-		-	
2,332	
5,596.80	
5,596.80	

100.0%	
EXCAVATE FROM POND 14 48 MOVE DIRT TO NON STRUCTURAL AREAS 48	
2080	
CY	
4,992.00		-		-	
2,080	
4,992.00	
4,992.00	
100.0%	
STATION BALANCE 4B	7732	CY	18,556.80		-		-	7 ,7 32	18,556.80	18,556.80	100.0%	
DEWATER 4A	253156	CY	64,131.50		-		-	253,156	64,131.50	64,131.50	100 .0%	
DEWATER4B	11718	CY	2,812.32		-		-	11,718	2,812.32	2,812.32	100 .0%	
PAVING AREA CUT/ MOVE EXCESS DIRT TO RIGHT OF WAY 4B	
1082	
CY	
2,596.80		
-		.	
1,082	
2,596.80	
2,596.80	
100.0%	
PAVING AREA EXCESS MOVE DIRT TO SIDEWALKS 48	
56	
CY	
134.40		
-		-	
56	
134.40	
134.40	
100.0%	
PAVING AREA EXCESS MOVE EXCESS
DIRT TO LOTS AREAS 4B	
113	
CY	
271.20		-		
-	
113	
271.20	
271.20	
100.0%	
SPREAD & COMPACT STATION
BALANCE 48	
7732	
CY	
4,639.20		-		-	
7, 732	
4 ,6 39.20	
4,639.20	

100.0%	
SPREAD & COMPACT DIRT FROM
PHASE 4A IN 48	
2050	
CY	
1,230.00		.		-	
2,050	
1,230.00	
1,230.00	

100.0%	
SPREAD & COMPACTEXCESS FROM CUT OF PAVING AREAS 4B	
1251	
CY	
750.60		-		-	
1 ,251	
750.60	
750.60	

100.0%	
MACHINE DRESS NON-STRUCTURAL
48	
8061	
SY	
2,579.52		
-		
-	
8,061	
2,579.52	
2,579.52	
100 0%	
!MACHINE DRESS LOTS 48	64174	SY	20,535.68		-		-	64,174	20,535.68	20,535.68	100.0%	

TOTAL STORMWATER MANAGEMENT FACILITY CONSTRUCTION			

730,804.42		
-		
.		

730,804.42	

730,804.42	

100 .0%	
							Less Previous Draws .... . .... ......	730,804.42		
							Amou nt due this Draw._...... .. . ..	0.00		
												
,1 C ONSTRUC	I IUN												
STATION BALANGE 4A	11456	CY	27,494.40		-		-	11 , 456	27.494.40	27,494.40	100.0%	
SPREAD & COMPACT STATION
BALANCE4A	
11456	
CY	
6,873.60		
-		
-	
11,456	
6,873.60	
6,873.60	
100.0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS 4A	
17681	
CY	
10,608.60		
-		
-	
17,681	
10,608.60	
10,608.60	
100.0%	
REGRADE AFTER UGE 4A	40240	SY	20,120.00		-		-	40,240	20,120.00	20,120.00	1QQ_Q%	
MACHINE DRESS RIGHT OF WAY 4A	20420	SY	6,126.00		.		.	20,420	6,126.00	6,126.00	100 .0%	
MACHINE DRESS NON-STRUCTURAL
4A	
21136	
SY	
6,340.80		
-		-	
21,136	
6,340.80	
6,340.80	
100.0%	
MACHINE DRESS POND SLOPES 4A	16944	SY	10,166.40		-		-	16,944	10,166.40	10,166.40	100 .0%	
MACHINE DRESS LOTS 4A	181813	SY	54,543.90		-		-	181,813	54,543.90	54,543.90	100.0%	
REGRADEAFTER UGE 48	16498	SY	8,249.00		-		-	16,498	8,249.00	8,249.00	100.0%	
MACHINE DRESS RIGHT OF WAY 48	8183	SY	2,454.90		-		-	8,183	2,454.90	2,454.90	100.0%	
SURVEY & LAYOUT	1	LS	22,500.00		-		-	1.0	22,500.00	22,500.00	100.0%	
MOT	1	LS	1,594.44		-		-	1	1 , 594.44	1,594.44	100.0%	
DENSITIES	96	EA	2,755.20	Pace 3 of 13 •		.	96	2,755.20	2,755.20	100.0%	

BID DATE: 10/572018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DOTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL
INSTALLED & STORED VALUE	

%
COMP	
PROCTOR	2	EA	550.00		-		-	2	550.00	550.00	100.0%	
LBR TEST	27	EA	8,032 .50		-		-	27	8,032.50	8,032.50	100.0%	
12" STABLIZATION LBR 40 (2350 TN)	21316	SY	91,658.80		-		-	21 ,316	91 ,658 .80	91 ,658 . 80	100.0%	
GRADE CURB PAD	13600	LF	8,840.00		-		-	13 ,600	8 ,840 . 00	8 ,840 . 00	100 . 0 %	
MIAMI CURB & GUTTER	13600	LF	127,160.00		-		-	13 ,600	127,160.00	127,160.00	100.0%	
FINE GRADE BETWEEN CURBS	18293	SY	23,963.83		-		-	18,293	23,963.83	23,963.83	100.0%	
SIDEWALK	1228	SY	42,550.20		-		-	1 , 228	4 2,550.20	42,550 . 20	100 . 0 %	
H/C RAMPS	18	SF	6,210.00		-		-	18	6,210.00	6,210.00	100,0%	
ADA MATS	270	SF	9,574.20		-		-	270	9,574.20	9,574.20	100.0%	
CONCRETE CYLINDER (EA 4 SET)	15	EA	1,875 .00		-		-	15	1,875 .00	1 ,875.0 0	100 .0%	
6" LIMEROCK (6050 TN)	18293	SY	201,771.79		-		-	18 ,293	201,771.79	201,771.79	100.0%	
PRIME	18293	SY	11,34 1.66		-		-	18 ,293	11,341.66	11,341.66	100.0%	
1.5" SP-9.5 ASPHALT PAVING	18293	SY	185,491.02		-		-	18 , 293	185,491.02	185,491.02	100.0%	
ASPHALT CORES	35	EA	4,375 .00		-		-	35	4,375.00	4,375.00	100.0%	
SIGNAGE & STRIPING	1	LS	6,417.00		-		-	1.0	6,4 17.00	6,417.00	100.0%	
SURVEY & LAYOUT	1	LS	9,500.00		-		-	1	9,500.00	9,500.00	100.0%	
MOT	1	LS	1 ,594.44		-		-	1	1,594.44	1,594.44	100.0%	
DENSITIES	36	EA	1,033.20		-		-	36	1 , 033.20	1,033 .2 0	1 00.0%	
PROCTOR	2	EA	550 .00		-		-	2	550.00	550.00	100.0%	
LBR TEST	10	EA	2,975.00		-		-	10	2,975.00	2,975.00	100 .0%	
12" STABLIZATION LBR 40 (1,500 TN)	9055	SY	51,613.50		-		-	9,055	51,613.50	51,613.50	100.0%	
GRADE CURB PAD	5750	LF	3,737.50		-		-	5 ,750	3,737 .50	3 ,737 .50	100 .0%	
MIAMI CURB & GUTTER	5750	LF	53,762.50		-		-	5 , 750	53 , 762.50	5 3,762 .5 0	1 00 . 0 %	
FINE GRADE BETWEEN CURBS	7780	SY	11,047.60		-		-	7,780	11,047.60	11,047.60	100.0%	
SIDEWALK	536	SY	18,572.40		-		-	536	18,572 .4 0	18, 5 72.40	10 0 ,0 %	
H/C RAMPS	11	EA	3,795.00		-		-	11	3,795 .00	3,795.00	100.0%	
ADA MATS	165	SF	5,850.90		-		-	165	5,850.90	5,850.90	100.0%	
CONCRETE CYLINDER (EA 4 SET)	7	EA	875 . 00		-		-	7	875 .00	875.00	100.0%	
6" LIMEROCK (2575 TN)	7780	SY	87,291.60		-		-	7 , 780	87,291.60	87,291.60	100.0%	
PRIME	7780	SY	4,823.60		-		-	7 ,780	4 ,823.60	4,823.60	100.0%	
1.5" SP-9.5 ASPHALT PAVING	7780	SY	80,989.80		-		-	7,780	80,989.80	80,989 .80	100.0%	
..., ,n ...l CORES	15	EA	1,875.00		-		-	15	1 , 875.00	1 ,875.00	1 00.0%	
IOTA(""ITfi	,1 'C;ONSl KUt;I IUN			1,249,525.28		-		-		1 , 249 , 525. 28	1 , 249 , 525.28	1 00.0%	
							Less Previous Draws .... ...... .....	1,249 ,525 .2 8		
							Amount due this Draw.. ... ... ... ..	-		

Page 4 of 13

BID  DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DOTY TO
DATE	

STORED
VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
--slUt<M IJRAJNAGE :,;y;:,TE:.M												
SURVEY& LAYOUTS	4128	LF	6 ,811.20		-		-	4,128	6 ,811 .20	6 ,811 .20	100.0%	
STORM TV & INSPECTION	4128	LF	11 ,764.80		-		-	4 , 128	11 , 764 . 80	11 , 764 . 80	100.0%	
COMPACT ION & DENSITIES	570	EA	16,359.00		-		-	570	16 ,359.00	16,359.00	100,0%	
DEWATER (6' OR DEEPER)	2984	LF	38,046.00		-		-	2,984	38,046 .00	38,046 .00	100.0%	
18" RCP (4-6 )	256	LF	8,926.72		-		-	256	8,926 .72	8,926 .72	100.0%	
1 8" RCP (6 -8)	352	LF	12 ,978.24		-		-	352	12 ,978 .24	12 ,978 .24	100,0%	
24 " RCP (0-4) (TRIPLE BARREL/ 104' X
3)	
312	
LF	
17,715.36		-		
-	
312	
17, 715.36	
17,715.36	
100.0%	
24" RCP (4-6)	176	LF	8,409.28		.		-	176	8,409.28	8,409.28	100.0%	
24 " RCP (6-8)	944	LF	46,992.32		-		-	944	46,992.32	46,992.32	100.0%	
24" RCP (8-10)	216	LF	11,400.48		.		-	216	1 1,400.48	11,400.48	100.0%	
30 " RCP (6-8)	216	LF	14,070 .24		-		-	216	14,070.24	14,070.24	100.0%	
36 " RCP ( 4 - 6 )	400	LF	33,228.00		-		-	400	33,228 .00	33,228 .00	100.0%	
36 " RCP (6-8)	680	LF	57,847.60		.		-	680	57,847.60	57,847 .60	100.0%	
36" RCP (8-10)	152	LF	13,386.64		-		.	152	13 ,386.64	13,386.64	100.0%	
42 " RCP (8-10)	424	LF	44,804.08		.		-	424	44 ,804 .08	44,804.08	100.0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
49	
EA	
873,67		
-		
-	
49	
873.67	
873.67	
100 0%	
PIPE DIAPERS	12	RLS	2,270.04		-		-	12	2,270.04	2,270.04	100.0%	
SINGLE CURB INLET (4-6) (41, 42, 43,
51, 52, 111, 112, 131, 151.)	
9	
EA	
29,098.17		-		
-	
9	
29,098. 17	
29,098 .17	
100.0%	
SINGLE CURB INLET (6-8) (71, 72, 92,
81, 82, 61,62, 102,132,113)	
10	
EA	
39,110.70		-		-	
10	
39 ,110.70	
39,110.70	
100.0%	
SINGL E CURB INLET (8-10) (122, 123,
142)	
3	
EA	
17,020 .20		-		-	
3	
17 , 020.20	
17 , 020 . 20	
100.0%	
DOUBLE CURB INLET (0-4) (101)	1	EA	4,604.98		-		-	1	4 ,604 .98	4 ,604 .98	100.0%	
DO UBLE CURB INLET (6-8) (91, 133)	2	EA	12,318 .78		-		-	2	12 , 3 1 8 .7 8	1 2 , 318.78	100.0%	
DOUBLE CURB INLET (8-10) (141)	1	EA	6,848 .16		-		-	1	6 , 8 48.16	6,848.16	100.0%	
MODIFIED "E" INLET CTRL. STR. (4-6)
(203)	
1	
EA	
4 ,180.68		-		-	
1	
4,180.68	
4,180.68	
100 0%	
MODIF IED "H " INLET C TRL. STR. (4-6)
(201)	
1	
EA	
6,655.02		-		-	
1	
6, 655 .02	
6 ,655 .02	
100.0%	
MODIF IED "H " I N LET CTRL. STR. (8-10)
(121)	
1	
EA	
7,664 .79		-		
-	
1	
7 ,664 .79	
7 ,664 .79	
100.0%	
STORM MANHOLE (8-10) (202)	1	EA	4,476.06		-		-	1	4 ,476 .06	4,476.06	100.0%	
TR IPLE 24 " MES	6	EA	10,973.52		-		-	6	10 , 9 73 . 52	10 , 973 . 52	100.0%	
INVERTS	30	EA	14,754.90		-		-	30	14 , 754 . 90	1 4 , 754 . 90	100.0%	
18 " PRECAST MES (44, 53)	2	EA	1,532 .36		-		-	2	1 ,532 . 36	1 , 532 . 36	100.0%	
24" PRECAST MES (73, 93, 83, 143, 152,
63, 103)	
7	
EA	
7 ,202 .44		.		-	
7	
7,202.44	
7,202.44	
100.0%	
30" PRECAS T MES ( 114 )	1	EA	1,589 .29		-		-	1	1,589.29	1,589 .29	100.0%	
36" PRECAST MES (134)	1	EA	1,835.39		.		-	1	1,835 .39	1 ,835 .39	100.0%	
42" PIPE MITERED (124)	1	EA	2,279.05		-		-	1	2,27 9.05	2,279 .05	100.0%	
42" MES CIP CONCRETE APRON	1	EA	2,260.00		-		-	1	2,260 .00	2,260 .00	1000. %	
57 S T ONE	100	TNS	5 ,767 .00	De	,; nf 1"l -		-	100	5,767.00	5,767.00	100.0%	

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
MISCELLANEOUS MATERIAL	1	LS	1.188.89		-		-	1.0	1,188.89	1,188.89	100.0%	
UNDERDRAIN STUBS	1040	LF	17,461.60		-		-	1,040	17,461.60	17,461.60	100.0%	
57 STONE	300	TNS	14,301.00		-		-	300	14,301.00	14,301.00	1000%	
FABRIC	3	RL	1,159.17		-		-	3	1,159.17	1,159.17	100.0%	
6" END CAPS	52	EA	494.52		-		-	52	494.52	494.52	100.0%	
SURVEY & LAYOUTS	1560	LF	2,574.00		-		-	1,560	2,574.00	2,574.00	100.0%	
STORM TV & INSPECTION	1560	LF	4,446.00		-		-	1 , 5 60	4,446.00	4,446.00	100.0%	
COMPACTION & DENSITIES	226	EA	6,486.20		-		-	226	6,486.20	6,486.20	100.0%	
DEWATER	1128	LF	14,382.00		-		-	1,128	14,382.00	14,382.00	100.0%	
15" RCP (6-8)	32	LF	921.92		-		-	32	921.92	921.92	100.0%	
18" RCP (0-4)	304	LF	9,992.48		-		-	304	9,992.48	9,992.48	100.0%	
18" RCP (4-6)	128	LF	4,463.36		-		-	128	4,463.36	4,463.36	100.0%	
18" RCP (6-8)	216	LF	7,963.92		-		-	216	7,963.92	7,963.92	100.0%	
24" RCP (6-8)	32	LF	1,592.96		-		-	32	1,592.96	1,592.96	1000%	
30" RCP (8-10)	288	LF	19,624.32		-		-	288	19,624.32	19,624.32	100 0%	
36" RCP (6-8)	328	LF	28,230.96		-		-	328	28,230.96	28,230.96	100.0%	
36" RCP (8-10)	232	LF	20,432.24		-		-	232	20,432.24	20,432.24	100 .0%	

PIPE LUBE (.0117 PLS. PER 1' OF PIPE)	
19	
EA	
338.77		-		
-	
19	
338.77	
338.77	

100.0%	
PIPE DIAPERS	5	RLS	945.85		-		-	5	945.85	945.85	100.0%	

SINGLE CURB INLET (0-4) (S-11)	
1	
EA	
2,933.27		-		-	
1	
2,933.27	
2,933.27	
100.0%	
SINGLE CURB INLET (4-6) (S-21, S-22, S
31, S-32)	
4	
EA	
12,932.52		
-		-	
4	
12,932.52	
12,932.52	
100.0%	
SINGLE CURB INLET (6-8) (S-2, S-4, S-7,
S-8, S-12)	
5	
EA	
19,555.35		
-		
-	
5	
19,555.35	
19,555.35	
100.0%	
SINGLE CURB INLET (8-10) (S-5)	1	EA	5,673.40		-		-	1	5,673.40	5,673.40	100.0%	
DOUBLE CURB INLET (0-4) (S-3)	1	EA	4,604.98		-		-	1	4,604.98	4,604.98	100 .0%	
DOUBLE CURB INLET (6-8) (S-1)	1	EA	6,159.39		.		.	1	6,159.39	6,159.39	100 .0%	
STORM MANHOLE (8-10) (S-6)	1	EA	4,476.06		-		.	1	4,476.06	4,476.06	100 .0%	
INVERTS	14	EA	6,885.62		-		.	14	6,885.62	6,885.62	100.0%	
18" PRECAST MES	3	EA	2,298.54		-		-	3	2,298.54	2,298.54	100.0 %	
36" PRECAST MES	1	EA	1,835.39		-		-	1	1,835.39	1,835.39	100.0%	
57 STONE	50	TNS	2,878.00		-		-	50	2,878.00	2,878.00	100.0%	
MISCELLANEOUS MATERIAL	1	LS	1,188.89		.		-	1	1 ,188.89	1 ,1 88.89	100.0%	
UNDERDRAIN STUBS	520	LF	8,730.80		-		-	520	8,730.80	8,730.80	100.0%	
57 STONE	150	TN$	7,134.00		-		-	150	7,134.00	7,134.00	100.0%	
FABRIC	2	RL	772.78		-		-	2	772.78	772.78	100.0%	
10 t:.NDCAPS	26	EA	247.26		-		-	26	247.26	247.26	100.0%	
I UTAL STORM .;	;:,r;:,lcm			771,361.57		-		-		771,361.57	771,361.57	100.0%	
							Less Previous Draws ...............	771,361.57		
							Amount due this Draw.... ....... ..	.		

BID  DATE: 10/5/ 20 18	SCHEDUL E OF VALUE S		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL &
LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
												
PAVING AND DRAINAGE AS-BUil TS												
PAVING AS-BUILTS	1	LS	17,000.00		-		-	1.0	17,000.00	17,000.00	100 0%	
PAVING AS-BUilTS	1	LS	7,200.00		-		-	1.0	7,200.00	7,200.00	100.0%	
DRAINAGE AS-BUilTS	4128	LF	5,160.00		-		-	4,128	5,160.00	5,160.00	100.0%	
• n•n•-•.;:,c J-\o-t:IUIL I :S	1560	LF	1,950.00		-		-	1 ,560	1,950.00	1,950.00	100.0%	
I U  IAL   t'J-\VINI.;,  /-\NU  _,  , nI !.	AS-
BUILTS			
31,310.00		-		-		
31,310.00	
31,310.00		
							Less Previous Draws ........ ..... ..	31,310.00		
							Amount due this Draw........... ..	-		

IJEA YYA I Ct( u 1;:, 1 t(IDU 1 1v r1 "', ;:, 1 t:.M												
SURVEY & LAYOUTS	7140	LF	11,781.00		.		.	7,140	11,781.00	11,781.00	100.0%	
FLUSH, BT & T EST	7140	LF	3,570.00		-		-	7,140	3,570.00	3,570.00	100.0%	
COMPACTION & DENSfTIES	45	EA	1,291.50		-		-	45	1 ,291.50	1,291.50	100.0%	
12" DR18 PVC	340	LF	10,628.40		-		-	340	10,628.40	10,628.40	100.0%	
10" DR18 PVC	2560	LF	62,028.80		-		-	2,560	62,028.80	62,028.80	100.0%	
8" DR18 PVC	3280	LF	59,564.80		.		.	3,280	59,564.80	59,564 .80	100.0%	
6" DR18 PVC	520	LF	6,609.20		-		-	520	6,609.20	6,609.20	100.0%	
2" POLY PIPE	440	LF	3,348.40		-		-	440	3,348.40	3,348.40	100.0%	
LOCATE WIRE	15	RL	1,998.30		-		-	15	1,998.30	1,998.30	100.0%	
LOCATE WIRE BOXES	16	EA	3,977.76		-		-	16	3,977.76	3,977.76	100.0%	
LOCATE WIRE TESTING	7140	LF	1,428.00		-		-	7,140	1,428.00	1,428.00	100.0%	
12" BELL RESTRAINTS	6	EA	1,620.06		-		-	6	1,620.06	1,620.06	100.0%	
1O" BELL RESTRANI  TS	58	EA	13,604.48		-		-	58	13,604.48	13,604.48	100.0%	
8" BELL RESTRAINTS	75	EA	11,187.75		-		-	75	11,187.75	11,187.75	100.0%	
6" BELL RESTRAIN TS	45	EA	4,207.50		-		-	45	4,207.50	4,207.50	100.0%	
CONNECT TO EXISTING 12" STUB OUT
WITH A 12"X12" MJ LONG SLEEVE	
1	
EA	
1,924.43		
-		-	
1	
1, 924.43	
1,924.43	
100.0%	
12" MJ GATE VALVE	1	EA	2,427.06		.		-	1	2,427.06	2,427.06	100 0%	
10" MJ GATE VALVE	8	EA	16,515.52		-		.	8	16,515.52	16,515.52	100 .0%	
8" MJ GATE VALVE	13	EA	17,701.32		-		-	13	17,701.32	17,701.32	100.0%	
6" MJ GATE VALVE	2	EA	2,024.22		-		-	2	2,024.22	2,024 .22	100.0%	
2" FLUSHING HYDRANT	2	EA	3,104.34		-		-	2	3,104.34	3,104.34	100.0%	
2" SAMPLE POINT	2	EA	585.34		-		-	2	585.34	585.34	100.0%	
FIRE HYDRANT ASSY 0/'J/ 6"X6" MJ
TEE, 6" MJ GATE VALVE, 6" MJ 90 BENO, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & W ASHERS)	

2	

EA	

8,118 .50		
-		

-	

2	

8,118.50	

8,118.50	

100.0%	
FIRE HYDRANT ASSY 0/'lf 8" X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

10	

EA	

42,198.80		

-		

-	

10	

42,198.80	

42,198.80	

100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY r,NI 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS & WASHERS)	

4	

EA	

17,840.68		

-		

-	

4	

17, 840 .68	

17 , 840. 68	

1 00.0%	
FIRE HYDRANT ASSY r,NI 12"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE , RODS , BOLTS ,
NUTS & WASHER S)	

1	

EA	

4,616.05		

-		

-	

1	

4,616.05	

4,616.05	

100.0%	
10" MJ 90 BEND	1	EA	582.79		-		-	1	582 .79	582.79	100.0%	
10" MJ 22.5 BEND	1	EA	538.80		-		-	1	538 .80	538.80	100.0%	
10" MJ 11.25 BEND	14	EA	7,543.20		-		-	14	7,543.20	7,543.20	100.0%	
8" MJ 11.25 BEND	27	EA	10,265.13		-		-	27	10,265.13	10,265.13	100.0%	
6" MJ 11.25 BEND	1	EA	339.77		-		-	1	339.77	339.77	100.0%	
12"X10" MJ TEE	1	EA	1,110.99		-		-	1	1,110.99	1,110.99	100.0%	
10"X1O" MJ TEE	3	EA	3, 029 .79		-		-	3	3 , 029.79	3 , 029.79	1 00.0%	
10"X8" MJ TEE	1	EA	931.47		-		-	1	931 .47	931 .47	100 .0%	
12"X10" MJ RDUCER	1	EA	589.99		-		-	1	589.99	589.99	100.0%	
10"X8" MJ REDUCER	3	EA	1,356.03		-		-	3	1 , 356 . 03	1 , 356 . 03	1 00.0%	
8"X6" MJ REDUCER	2	EA	693.80		-		-	2	693.80	693.80	100.0%	
10" MJ PLUG	2	EA	547.08		-		-	2	547.08	547.08	100.0%	
6"X2" TAP CAP	2	EA	649.26		-		-	2	649 .26	649 .26	100.0%	
SINGLE SHORT SERVICES	50	EA	26,394.00		-		-	50	26 ,394 .00	26,394 .00	100 .0%	
SINGLE LONG SERVICES	9	EA	-	5,110.47		-		-	9	5,110.47	5,110.47	100.0%	
DOUBLE LONG SERVICES	25	EA	29,503.00		-		-	25	29,503 .00	29,503.00	100.0%	
SURVEY & LAYOUTS	2960	LF	4,884.00		-		-	2,960	4,884.00	4,884.00	100.0%	
FLUSH , BT & TEST	2960	LF	1,480.00		-		-	2,960	1,480. 00	1,480.00	100.0%	
COMPACTI ON & DENSITIES	19	EA	545.30		-		-	19	545.30	545.30	100.0%	
10" DR18 PVC	1980	LF	47,975.40		-		-	1,980	47,975 .40	47,975.40	100.0%	
8" DR18 PVC	420	LF	7,627.20		-		-	420	7 ,627.20	7 ,627.20	100.0%	
6" DR18 PVC	360	LF	4,575.60		-		-	360	4,575.60	4,575.60	100.0%	
2" POLY PIPE	200	LF	1,522.00		-		-	200	1,522 .00	1,522.00	100.0%	
LOCATE WIRE	6	LF	799.32		-		-	6	799 .32	799.32	100.0%	
LOCATE WIRE BOXES	7	EA	1,740.27		-		-	7	1,740.27	1,740.27	100.0%	
LOCATE WIRE TESTING	2960	LF	1,480.00		-		-	2,960	1,480.00	1,480.00	100.0%	
10" BELL RESTRAINTS	45	EA	10 ,555.20		-		-	45	10 ,555.20	10 ,555.20	100 .0 %	
8" BELL RESTRAINTS	7	EA	1,044.19		-		-	7	1,044.19	1,044.19	100.0%	
6" BELL RESTRAINTS	6	EA	561.00		-		-	6	561.00	561.00	100.0%	
CONNECT TO 10" STUB-OUT FROM
PHASE 4A W/ 10" MJ LP SLEEVE	
1	
EA	
1,300 .00		-		-	
1	
1,300.00	
1,300.00	
100.0%	
10" MJ GATE VALVE	5	EA	10,322.20		-		-	5	10,322.20	10,322.20	100.0%	
8" MJ GATE VALVE	2	EA	2, 723.28		-		-	2	2 ,723 . 28	2,723.28	100.0%	
6" MJ GATE VALVE	2	EA	2,024.22		-		-	2	2,024.22	2,024.22	100.0%	
2" FLUSHING HYDRANT	1	EA	1,552.17		-		-	1	1,552.17	1,552.17	100.0%	
SAMPLE POINTS	2	EA	585.34		-		-	2	585.34	585.34	100.0%	

BID  DAi E: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL &
LABOR COST	
STORE DOTY TO
DATE	

STORED VALUETO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS
PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED & STORED VALUE	

%
COMP	
FIRE HYDRANT ASSY (YV/ 6"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS. BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,059.25		

-		

-	

1	

4,059.25	

4,059.25	

100.0%	
FIRE HYDRANT ASSY (:NI B"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

1	

EA	

4,219.88		

-		

-	

1	

4,219.88	

,4 219.88	

100.0%	
FIRE HYDRANT ASSY (YV/ 10"X6" MJ TEE, 6" MJ GATE VALVE, 6" MJ 90 BEND, 6" DR-18 PIPE, RODS, BOLTS,
NUTS AND WASHERS)	

5	

EA	

22,300.85		

-		
-	

5	

22,300.85	

22,300.85	

100 .0%	
10" MJ 11.25 BEND	13	EA	7.004.40		-		-	13	7,004.40	7,004.40	100.0%	
8" MJ 11.25 BEND	1	EA	380.19		-		-	1	380.19	380.19	100.0%	
6" MJ 11.25 BEND	3	EA	972.93		-		-	3	972.93	972.93	100 .0%	
1O"X8" MJ TEE	2	EA	1,862.94		-		-	2	1,862.94	1,862.94	100 .0%	
10" MJ PLUG	1	EA	273.54		-		-	1	273.54	273.54	100.0%	
8" MJ PLUG	1	EA	200.53		-		-	1	200.53	200.53	100.0%	
8"X6" MJ REDUCER	1	EA	346.90		-		-	1	346.90	346.90	100.0%	
6"X2" TAP CAP	1	EA	240.96		-		-	1	240.96	240.96	100.0%	
SINGLE SHORT SERVICES	41	EA	22,024.79		-		-	41	22.024.79	22,024.79	100.0%	
SINGLE LONG SERVICES	8	EA	4,490.80		-		-	8	4,490.80	4,490.80	100.0%	
!DOUBLE LONG	'l t::::,	8	EA	9,452.24		-		-	8	9,452.24	9,452.24	100.0%	
I U I AL JcA VV/-\ I t: r-< Ul::i I Kll::!U I IUN
SYSTEM			
584,214.67		-		-		
584,214.67	
584,214.67	
100.0%	
							Less Previous Draws ...............	584,214.67		
							Amount due this Draw.. ...... .. ...	-		

J l:;A A N I 1 At( T ;":> t: VV C I'( ;-:, , ;::, I c m												
ISURVtl & lAYUU I:::,	7210	LF	11,896.50		-		-	7, 210	11.896.50	11,896.50	100 .0%	
SEWER TV & INSPECTION	7210	LF	20,548.50		-		-	7 , 210	20,548.50	20,548.50	100.0%	
COMPACTION & DENSITIES	728	EA	20,893.60		-		-	728	20,893.60	20,893.60	100.0%	
DEWATER	5432	LF	69,258.00		-		-	5,432	69,258.00	69,258.00	100.0%	
8" SDR26 PVC (0-4)	196	LF	2,949.80		-		-	196	2,949.80	2,949.80	100.0%	
8" SDR26 PVC (4-6)	1134	LF	19,334.70		-		-	1, 1 34	19,334.70	19,334.70	100.0%	
8" SDR26 PVC (6-8)	1344	LF	25,603.20		-		-	1,344	25,603.20	25,603.20	100.0%	
8" SDR26 PVC (8-10)	1274	LF	28,091.70		-		-	1,274	28,091.70	28,091.70	100.0%	
8" SDR26 PVC (10-12)	1890	LF	45,454.50		-		-	1, 890	45,454.50	45,454.50	100.0%	
8" SDR26 PVC (12-14)	924	LF	24,994.20		-		-	924	24,994.20	24,994.20	100.0%	
8" SDR26 PVC (4-6) HIGH LINE	448	LF	7,638.40		-		-	448	7,638.40	7,638.40	100.0%	
"A" MANHOLE (0-4) (39, 40)	2	EA	6,342.08		.		-	2	6,342.08	6,342.08	100.0%	
"A" MANHOLE (4-6) (35, 36, 37, 47, 48,
49, 38, 41, 42.)	
9	
EA	
29,633.22		
-		.	
9	
29,633.22	
29,633.22	
100.0%	
"A" MANHOLE (6-8) (50, 43, 45, 46, 25,
26, 27.)	
7	
EA	
27,344.17		.		
-	
7	
27,344.17	
27,344. 17	
100.0%	
"A" MANHOLE (8-10) (44, 31, 28, 29, 30,)	4	EA	18,494.44	Pa Je 9 of 13 •		-	4	18,494.44	18,494.44	1000%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION

LINED "A" MANHOLE (8-10) (29)	

QTY.
1	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST
7,208.26	
STORE DOTY TO DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS PERIOD	

INSTALLED
VALUE THIS PERIOD	
QTY INSTALLE OTO DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
		EA			-		-	1	7 ,208.26	7,208 .26	100.0%	
"A" MANHOLE (10-12) (10, 11, 12, 13, 14.
15, 34, 32)	
8	
EA	
44 ,583 . 04		
-		
-	
8	
44,583.04	
44,583.04	

1000%	
"B" MANHOLE (10-12) (33)	1	EA	5,777.50		-		-	1	5,777.50	5,777. 50	100 .0%	
"B" MANHOLE (12-14) (16, 17.)	2	EA	12,925.40		-		-	2	12,925.40	12,925.40	100.0%	
LINED 1ST OUT MANHOLE (12-14) (SS-
18)	
1	
EA	
13,559.71		
-		.	
1	
13,559.7 1	
13,559.71	
100.0%	
57 STONE	75	TNS	4,317.00		-		-	75	4 , 317 . 00	4 , 317 . 00	1 00.0%	
PRE CAST INVERTS (INCLUDED IN
STRUCTURE PRICE)	
35	
EA	
9,411.15		
-		
-	
35	
9,411.15	
9,411.15	

100.0%	
6" &8" BOOTS	111	EA	22 ,580 .73		-		-	111	22 , 580.73	22,580.73	100.0%	
MANHOL E ADJUSTMENTS	35	EA	15,341.55		-		-	35	15 , 341.5 5	15,341 .55	100.0%	
8" DROP BOWLS	3	EA	3,285.12		-		-	3	3,285 .12	3,285 . 12	1 00 . 0 %	
6" SERVICES & FITTINGS	111	EA	49,897.83		-		-	111	49 ,897.83	49 ,897 .83	100.0%	
SURVEY & LAYOUTS	2744	LF	4,527.60		-		-	2,744	4,527.60	4,527.60	100.0%	
SEWER TV & INSPECTION	2744	LF	7,820.40		-		-	2,744	7,820.40	7,820.40	100.0%	
COMPACT ION & DENSITIES	222	EA	6 ,371.40		-		-	222	6,371.40	6,371.40	100.0%	
DEWATER	1792	LF	22,848.00		-		-	1 , 792	2 2,848 . 00	22,848.00	100.0%	
8" SDR26 PVC (4-6)	952	LF	16,231.60		-		-	952	16,231 .60	16 ,231 .60	100 .0%	
8" SDR26 PVC (6-8)	952	LF	18,135.60		-		.	952	18 ,135 .60	18,135.60	100.0%	
8" SDR26 PVC (8-10)	490	LF	11,294.50		-		-	490	11 ,294.50	11,294 .50	100.0%	
8" SDR26 PVC (10-12)	350	LF	8,767.50		-		-	350	8,767.50	8,767.50	100.0%	
"A" MANHOLE (0-4) (19)	1	EA	3,171.04		-		.	1	3, 17 1. 04	3,171 .0 4	1 00.0%	

"A" MANHOLE (4-6) (1, 2, 3, 4, 20, 21, 22)	
7	
EA	
23,048.06		-		.	
7	
23 , 0 48.06	
23,048.06	
100.0%	
"A" MANHOLE (6-8) (5, 6, 7, 23, 24)	5	EA	19,531.55		.		-	5	19 ,531.55	19 ,531.55	100.0%	
"A" MANH OLE (8-10) (8, 9)	2	EA	9 ,247 .22		-		-	2	9,247.22	9,247.22	100.0%	
CONNECT TO EXISTING MH (6-8) NO
CORING NEEDED. THERE WILL BE A KNOCKOUT IN MH.	

1	

EA	

2,689.17		
-		
-	

1	

2,689. 17	

2,689. 17	

100.0%	
CONNECT TO EXISTING MH (10-12) NO CORING NEEDED. THERE WILL BE A
KNOCKOUT IN MH	

1	

EA	

2,689.17		
-		
-	

1	

,2 689. 17	

2,689.17	

100.0%	
57 STONE	50	TNS	2,878.00		-		-	50	2 , 878 . 00	2 ,878 .00	10 0 . 0%	
PRECAST INVERTS	15	EA	4,033.35		-		-	15	4,033.35	4,033.35	100.0%	
6" & 8" BOOTS	63	EA	12,816.09		-		-	63	12,816 .09	12,816.09	100.0%	
MANHOLE ADJUSTMENTS	15	EA	6,574.95		-		-
.	15	6,574.95	6,574.95	100.0%	
b '	t-llllNG::i	63	EA	28,210.14		-			63	28 ,210.14	28,210 . 14	100.0 %	
I	ll-'\ Y ;:,cvVt:K
SYSTEM			758 , 249 .64		-		-		758 ,249.64	758,249.64	100.0%	
							Less Previous Draws ... ..... .......	758,249.64		
							Amount due this Draw........ .....	-		

Page 10 of 13

BID DATE: 10/5/2018	SCHEDULEOF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL  &
LABOR COST	
STORE DQTY TO DATE	

STORED VALUE TO DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED& STORED VALUE	

%
COMP	
Jl:.A :SANI 1"'1'l _,,c:n't:.K Lit" I :SIAI tUN
SYSTEM												
SURVEY & LAYOUTS	1	LS	2,700.00		-		-	1	2,700.00	2,700.00	100.0%	
COMPACTION & DENSITIES	90	EA	2,583.00		-		-	90	2,583.00	2,583.00	100.0%	
DEWATER	210	LF	9,729.30		-		-	210	9,729.30	9,729.30	100.0%	
57 STONE	20	TNS	1,151.20		-		-	20	1,151.20	1,151.20	100.0%	
WET WELL- LIFT STATION (21.4'
DEEP)	
1	
EA	
46,298.83		
-		-	
1	
46,298.83	
46,298.83	
100.0%	
MECHANICAL SUB (PBM) PONY PUMP INCLUDED	
1	
LS	
305,800.00		
-		-	
1 .00	
305,800.00	
305,800.00	

100.0%	
CRANE/OPERA TOR	10	HRS	6,820.00		-		-	10	6,820.00	6,820.00	100.0%	
TRENCH BOX	2	EA	1,807.78		-		-	2	1,807.78	1,807.78	100.0%	
LIFT STA. WATER SERVICE	1	EA	1,238.18		-		-	1	1 , 238.18	1,238.18	100.0%	
SURVEY & LAYOUTS	1620	LF	2,673.00		-		-	1,620	2,673.00	2,673.00	100.0%	
FLUSH	1620	LF	1,215.00		-		-	1,62 0	1,215.00	1,215.00	100.0%	
COMPACTION & DENSITIES	11	EA	315.70		-		-	11	315.70	315.70	100,0 %	
6" DR18 PVC	1600	LF	20,336.00		-		-	1,600	20,336.00	20,336.00	100.0%	
LOCATE WIRE	4	RLS	532,88		-		-	4	532.88	532.88	100.0%	
LOCATE WIRE BOXES	4	EA	994.44		-		-	4	994.44	994.44	100.0%	
LOCATE WIRE TESTING	1620	LF	1,296.00		-		-	1,620	1,296.00	1,296.00	100.0%	
6" BELL RESTRAINTS	6	EA	561.00		-		-	6	561.00	561.00	100.0%	
8" MJ LONG SLEEVE	1	EA	602.51		-		-	1	602.51	602.51	100.0%	
6" AIR RELEASE VALVE ASSY.	1	EA	4,873.03		-		-	1	4,873.03	4,873.03	100.0%	
AIR RELEASE VALVE MANHOLE 0-4	1	EA	3,550.17		-		-	1	3, 550.17	3,550.17	100.0%	
6" MJ GATE VALVE	1	EA	1,565.37		-		-	1	1,565.37	1,565.37	100.0%	
6" CASE (B) CROSSING	1	EA	3,199.32		-		-	1	3,199.32	3,199.32	1000%	
6" MJ 90 BEND	2	EA	1,938.22		-		-	2	1,938.22	1,938.22	100 ,0%	
6 " MJ 45 BEND	6	EA	2,794.74		-		-	6	2,794.74	2,794.74	100.0%	
6" MJ 11.25 BEND	2	EA	1,909.68		-		-	2	1, 909.68	1,909.68	100.0%	
11.,;UNNt:1.,;l TO l:..l(ISTING 8" SI Ul::l-UU I
WITH A 8-X.6" MJ REDUCER	
1	
EA	
1,661.42		-		.	
1	
1,661. 42	
1,661.42	
100.0%	
I OlAL Jt:A ::.ANll ARY St:VV K lit- I
STATION SYSTEM			
428,146.77		-		-		
428,146.77	
428,146.77	
100.0%	
							Less Previous Draws ........ .......	428,146.77		
							Amount due this Draw .. ...... .. ...	-		
												
WATER AND SEWER AS-BUILTS												
WATER AS-BUILTS	7140	LF	8,925.00		-		-	7,140	8,925.00	8,925.00	100.0%	
WATER AS-BUil TS	2960	LF	3,700.00		-		-	2,960	3,700.00	3,700.00	100.0%	
SEWER AS-BUilTS	7210	LF	9,012.50		-		-	7,210	9,012.50	9,012.50	100.0%	
SEWER AS-BUilTS	2744	LF	3,430.00		-		
"	2 , 7 44	3.430.00	3,430.00	100.0%	
LIFT STATION AS-BUilTS	1	LS	3,600.00		"		-	1.0	3,600.00	3,600.00	100.0%	
J-Ut-<t;I::: MAIN A;:,-BUILTS	1620	LF	2,025.00		-		-	1,620	2,025.00	2,025.00	100,0%	
l::lUILIS			30,692.50		-		.		30,692.50	30,692.50		
							Less Previous Draws ......... ......	30,692.50		
							Amount due this Draw.............	.		
				Pa!	e 11 of 13							

BID DATE: 10/512018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL MATERIAL & LABOR COST	
STORE DQTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE DTO
DATE	

VALUE INSTALLED TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
'""'"'"' ,v,. ;:,LC.C.wc.;:, NU
ELECFTELEPHONE												
2.5" SLEEVES	250	LF	2,000.00		-	250	2,000.00	250	2,000.00	2,000.00	100.0%	
3" SLEEVES	250	LF	2,250.00		-	250	2,250.00	250	2,250.00	2,250.00	100 .0%	
4" SLEEVES	500	LF	5,000.00		-	250	2,500.00	500	5,000.00	5,000.00	100.0%	
o :SLt::t::Vt:::S	500	EA	6,500.00		-	500	6,500.00	500	6,500.00	6,500.00	100.0 %	
I U  I AL   '""IUI"\ II  N;:,Lt:.t:. vr::: ANU
ELECFTELEPHONE	
SEE C0#4 FOR CREDIT	
15,750.00		-		
13,250.00		
15,750.00	
15,750.00	
100.0%	
							Less Previous Draws ...............	2,500.00		
							Amount due this Draw.... .........	13,250.00		
												
LOT GRADING												
CLEAR AND GRUB LOTS 4A	37.6	AC	150,400.00		-		-	37.6	150,400.00	150,400.00	100.0%	
CLEAR AND GRUB LOTS 4B	13.26	AC	53,040.00		-		-	1 3.26	53,040.00	53,040.00	100.0%	
OVER-EXCAVATE & BURY STRIPPINGS
/ MOVE GENERATED GOOD DIRTTO PADS 48	

11718	

CY	

28,123.20		
-		
-	

11,718	

28,123.20	

28,123.20	

100.0%	
EXCAVATE FROM POND 14 48 MOVE
DIRT TO LOTS 4B	
8963	
CY	
21,511.20		
-		
-	
8,963	
21,511.20	
21,511.20	
100.0%	
EXCAVATE FROM POND 14 4B MOVE
DIRT TO LOT PADS 48	
3892	
CY	
9,340.80		
-		-	
3 ,89 2	
9,340.80	
9,340.80	
100 .0%	
SPREAD & COMPACT DIRT FROM
POND EXCAVATIONS MOVED TO LOTS & LOT PADS4A	

192958	

CY	

115,775.00		
-			

192,958	

115,775.00	

115,775.00	

100.0%	
SPREAD & COMPACT GENERATED
GOOD DIRT FROM BURIAL OF STRlPPINGS TO LOTS & PADS 48
,-·	"	&  , :	"	I    UIKI t-KUM	

11718	

CY	

7,030.80		
-		
-	

11,718	

7,030,80	

7,030.80	

100.0%	
PHASE 4A GOING TO LOTS & PADS 48	
12885	
CY	
7,731.00		-		-	
12,885	
7,731.00	
7,731.00	
100.0%	
IUIAL LOI \3RADING			392,952.00		-		-		392,952.00	392,952.00	100.0%	
							Less Previous Draws ...............	392,952.00		
							Amount due this Draw.............	-		

PAYMENT AND PERFORMANCE BOND					.							
11::lUNU
I u I AL r/"\ TIVIC:::I ' /"\NUr - · a-u>-< .. C t-	1	LS	53,122.00				-	1	53,122.00	53,122.00	100.0%	
BOND			
53,122.00		-		-		
53,122.00	
53,122.00		
							Less Previous Draws ...............	53,122.00		
							Amount due this Draw ......... ....	-		

1.,u1fl 1r4;:, I ALL :SLt:t:vc.;:,												
t:Lt:\., I KI\..AL												
IN::; I ALL 1.,uNUUIT	1	LS	83,300.00		-		-	1.0	83,300.00	83,300.00	100.0%	
MARK UP	1	LS	8,330.00		.		-	1.0	8,330.00	8,330.00	100.0%	
SURVEY/LAYOUT	1	LS	8.100.00		-		-	1	8,100.00	8,100.00	100.0%	
IMAKt<.. Ut'	1	LS	810.00	t'8!	e l L OT l ,j _		-	1	810.00	810.00	100.0%	

BID DATE: 10/5/2018	SCHEDULE OF VALUES		

DESCRIPTION	

QTY.	

UNIT MEASURE	

TOTAL
MATERIAL &
LABOR COST	
STORE D OTY TO
DATE	

STORED VALUE TO
DATE	
INSTALL ED QTY THIS
PERIOD	

INSTALLED VALUE THIS PERIOD	
QTY INSTALLE OTO
DATE	

VALUE INSTALLED
TO DATE	

TOTAL INSTALLED &
STORED VALUE	

%
COMP	
IUIAL			100,540.00		-		-		100 , 540.00	100 , 540.00	1 00 . 0 %	
11'<1'<1\:JA I IUN SLEEV C.;:>												
IIN::i I ALL -scEEVt:::i	250	LF	2,500.00		-		-	250	2,500.00	2,500.00	100.0%	
TOTAL 11'<1'<.luA I IUN SLEEvc.;:>			2,500.00		-		-		2 , 500 . 00	2 , 500.00		
I U 1.U:: C U ll'l			, u ., ,u .. u . UU		-		-		103 ,040 .00	103 ,040.00		
							Less Prev.io  us Draws ........  .. ... ..	103 ,040.00		
							Amount due this Draw........... ..	-		
C0#2 DIRT & RCP CHANGES												
IRAlSEU	- - RNER 1:jlK t..;H
COURT	
12032		
36,096.00		-		-	
12, 03 2	
36 ,096. 00	
36 ,096 .0 0	
100 .0 %	
IRt:1-'LA(;E RCP VV I TH HI-' t-'lt"'t:	1		(27,001.40)		-		-	1	(27 ,001.40)	(27 ,001.40)	10 0 0%	
24" FIRE HYDRANT EXTENSIONS	2		2,303.28		-		-	2	2,303.28	2,303.28	100.0%	
8" SANITARY SEWER 6-8'	-458		(8,724.90)		-		-	(458)	(8,724.90'	(8,724.90)	100.0%	
8" SANITARY SEWER 4-6'	128		2,182.40		-		-	128	2,182.40	2,182 .40	100 .0%	
"A" MANHOLE 6-8'	-2		(7,812.62)		-		-	(2)	(7,812.62)	(7,812.62)	100.0%	
ILP-1 :_:' ,{P.!::.- ::;t:t..;T ION (S·-'UJ	1		435.49		-		-	1	435.49	435.49	100.0%	
1un,.cc;o#2			(2,521.75	)	-		-		(2,5 21 .75)	(2,521 .75)		
							Less Previous Draws ......... ......	(2 ,521 .75)		
							Amount due this Draw............ .	-		
IC0#3 SILl FENCE												
l:::ilLl t-t:Nl,;t:	11t>U	Lt-	2,265.50				-	1,1 50	2 ,2 65 .50	2 ,265 . 50	100 .0 %	
							Less Previous Draws ... ..... .......	2,265.50		
							Amount due this Draw...... . ......	-		
												
\,;UM Ut:UUI,; I IKKl A I IUN::;Lt:t:vc.;:>
AND ELEC/TELEPHONE												
12.5" SLEEVES	-250	LF	(2,000.00)		-	(250)	(2,000.00)	(250)	(2,000.00)	(2,000.00)	100 0%	
3" SLEEVES	-250	LF	(2,250.00)		-	(250)	(2,250.00)	(250)	(2,250.00)	(2,250.00)	100.0%	
4" SLEEVES	-250	LF	(2,500.00)		-	(250)	(2,500.00)	(250)	(2,500.00)	(2,500.00)	100 0%	
10 SL EE VES	-500	EA	(6,500.00)		-	(500)	(6,500.00)	(500)	(6,500 .00)	(6,500.00)	100,0 %	
I U I AL 11"11'<1\.:>A I ION :::iLl:::l:::vc:;::, ANU
ELECfTELEPHONE			
(13,250.00)		-		
(13 , 250 . 00)		
(13,250	. 00)	
(13,2 50 .00)	
100 . 0 %	
							Less Previous Draws ... ........ ....			
							Amount due this Draw.. ... .... ....	(13 ,250.00)		
												
TOTAL			5,685,174 .60				Total
Less 10% retainage
Amount Earned less Retalnage Less Previous Draws
Amount due	5,685,174 .60	
									
								5,685,174 .60	
								5,400 ,915 .87	
		284 ,258 .73	

Page 13 of 13

CONDITIONAL FINAL 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	$	284,258.73 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	$	284,258.73 , 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 final release in the
County of Baker,	State of Florida,	this	15TH	day of	JANUARY , 2020.

Company: EARTHWORKS OF FLORIDA, LLC.
Name & Title: MATTHEW MOCINI Signature:  2if	

Date Executed:	01/15/20

,	 	

State of Florida County of Baker

Subscribed and sworn before me this

- 15TH

-day of	JANUARY   ,   2020.

Notary PU .blIC	.

o"'-?,'.'. "<1,	ROBIN lYNNSMllJf
.,. .	*	Commission#GGH9986

My Commission Expires:	,.. Exwes.1anuaty25,2022
County of Residence:	Bradfo}et f\.0	n.vlllldget,._,.s.me,

3.

EARTHVVORKS

	O F	FLORIDA	LL C.	
TO:	Amelia Walk Community Development District C/O: Daniel Mccranie, PE, District Engineer
3 South 2nd, SL	DATE:	12/10/2019	
	Fernandina Beach, Fl. 32034		
FROM :	Earthworks of Florida, LLC		
	11932 North State Road 121
Macclenny, Florida 32063		
CONTRACT CHANGE ORDER NO. THREE (3) CALUMET

PROJECT:	Amelia Walk (Hampton Lakes 5)

Work under the above project shall be changed and the contract cost adjusted in the following respects:

CLASSIFICATION	REPAIR INTERSECTION

QTY	
DESCRIPTION	
UNIT	
TOTAL MATERIAL	
	CALUMET			
80	DEMO EXISTING CURB fLFl	$	19.10	$	1 528.00	
80	INSTALL CURB fLFl	$	27.50	$	2 200.00	
350	DEMO ASPHALT AND BASE (SY)	$	10.44	$	3 654.00	
350	ASPHALT PATCH /SY)	$	20.08	$	7 028.00	
350	LIMEROCK BASE (SY)	$	26.78	$	9 373.00	
350	FINE GRADE SUBGRADE (SY)	$	8.25	$	2 887.50	
3	DEMO INLET TOP fEA\	$	1 269.85	$	3 809.55	
3	REPLACE INLET TOP {EA)	$	1 250.00	$	3 750.00	
1	SURVEY /LS\	$	1 500.00	$	1 500.00	
1	MOBILIZATION /LS\	$	1 750.00	$	1 750.00	
40	ST. AUGUSTINE SOD /SY)	$	6.25	$	250.00	
			$	-	
			$	-	
			$	-	
	TOTAL CHANGE ORDERl3		$	37,730.05	

ORIGINAL CONTRACT AMOUNT:	$	5,549,119.CM

PREVIOUS CHANGE ORDERS:

CONTRACT AMOUNT BEFORE THIS CHANGE: THIS CHANGE ORDER:
REVISED CONTRACT:

$	5,571,580.22

$	5,609,310.27

ADD
$	22 ,461 .18	$

$	37,730.05

DEDUCT

CONTRACT TIME CHANGE DUE TO CHANGE ORDER CONTRACT COMPLETION DATE DUE TO CHANGE ORDER
Earthworka of Florida, LLC.

Matthew Mocinl, Constnictlon Manager

DAYS INCREASED	DAYS DECREASED

D.

EVERGREEN
LIFESTYLES MANAGEMENT

MONTHLY MANAGEMENT REPORT

COMMUNITY NAME: Amelia Walk CDD

MANAGEMENT REPORT MONTH OF: January 2020

NAME OF MANAGER: Michael Molineaux

DISTRIBUTION:
Amelia Walk CDD Board, (via Email) Daniel Laughlin, GMS (via Email)

PROJECT UPDATE AND STATUS

Maintenance Items Completed:

► Re-mulched play area with 4 inches of approved playground mulch.
► Rewired two poolside security cameras that had been severed during
renovations.
► Replaced existing cleaning company with Summit Facility Solutions.
► Replaced photocell and breaker at front entrance of community.
► Replaced defective light and timers on two fountains.
► Initiated placement 6f traffic speed capture device on Majestic Walk Blvd. in
association with Nassau County Sheriff's Department.
► Four ponds and fountains cleaned and serviced as part of routine maintenance.
► Replaced swimming pool filters.
► Replaced damaged fan switches in workout area.
► Installation of bike rack at front of amenity parking area.
► Replaced 4 broken and damaged street signs with new, and re-installed
roundabout sign and speed sign which we already had.
► Repaired two lamps on front of amenity center tower.
► Commenced repair/replacement of 11 defective landscape lights at the
main entrance of Amelia Walk.

Maintenance Items in Process/to be Completed:

► Repair broken gutter at rear of amenity center roof.
► Deck sealing to be completed during month of February 2020.

BIDS & PROPOSALS

►	Proposal  to replace inoperable  pool  lift with new.

SCHEDULED  EVENTS

GENERAL COMMENTS/CONCERNS

1 JI M()bilrty®
E xpertsin Mobility and Acces-sibility Solutions

Solwave, LLC.
DBA 101 Mobility
4949 Sunbeam Road
Unit 1
Jacksonville, FL 32257
Phone: (904) 242-6883
Fax: (904) 647-6322

(  _   _  a_u_o_t_e :_0_ 19_1_1_21_0_0_1_	) 

/

QUOTE DATE
11 /21/2019
'-- - - - - -

ATTENTION
Michael

"

Amelia Walk

[

85287 Majestic Walk Blvd Fernandina Beach, FL 32034

 	TERMS	

REF	DESCRIPTION	QUANTITY	PRICE	TOTAL	
P1	100114 - ADA Independence Low Profile Lift	1.00	$3,895.00	$3,895.00	
P2	20115 - Tan Lift Cover	1.00	$360.00	$360.00	
S1	CONCR - Concrete Labor and Materials	1.00	$500.00	$500.00	
S2	INSTALL - 0 - Other Installation
Pool Lift Installation	1.00	$700.00	$700.00	
TX	Sales Tax	1	$297.85	$297.85	

Quote Valid  for 30 Days	J

 	Quote Total 
$5,752.85
By signing this purchaseorder, I agree to the terms and conditions herein. Terms are 50% deposit al time of order and balance due upon completion of delivery and installation.Cancellation s prior to installation are subject to a restocking fee of 15% of the total before tax. No cancellationsafter
initiation of installation. Any custom applications are not cancelable and require a 50% non-refundable deposit at time of final measurements, and the remaining 50% is to be paid prior to 101 Mobility placing the order with the manufacturer. This Agreement shall be governed by the laws of the State of Florida. Any legal proceedings to enforce the Agreement will be in an appropriate Florida court, and the prevailing party shall be entitled to recover all expenses (Including, but not limited to, reasonable attorney's fees, legal expenses and reasonable costs of collection).

Signature	Date

Independently owned and operated franchise business
www .101mobi  /ity  .c om

TENTH ORDER OF BUSINESS

A.

Amelia Walk	
Community Development District	

Unaudited Financial Statements	
as of	
January 31, 2020	

Board of Supervisors Meeting	
February 18, 2020	

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
BALANCE SHEET	
January 31, 2020	

Total	
Governmental	
 	Funds		

Debt	
 	Service		

Capital	
 	Projects		

 	Major Funds	

ASSETS:	
Cash	
Assessments Receivable	
Due from Future Bond Issue	
Due from Other Funds	
Due from Developer	
Investment - Custody US Bank	
Investments:	
Series 2012	
Reserve 2012A-1	
Revenue 2012A-1	
Prepayment 2012A-1	
Series 2016	
Reserve 2016A-2	
Revenue 2016A-2	
Prepayment 2016A-2	
Construction	
Series 2018	
Reserve 2018A-3	
Revenue 2018A-3	
Prepayment 2018A-3	
Construction	
Series 2018-Area B	
Reserve 2018A	
Revenue 2018A	
Construction	
Deposits-Electric	

 	General	

---	
$4,285	
---	
---	
---	
---	

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

$39,913	
$6,826	
$0	
$0	
$0	
$295,190	

$39,913
$2,541
---
---
---
$295,190

---	
---	
---	

$60,861	
$153,449	
$9,084	

---	
---	
---	

$60,861	
$153,449	
$9,084	

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

$255,025	
$267,648	
$150,528	
---	

---	
---	
---	
$1,380	

$255,025	
$267,648	
$150,528	
$1,380	

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

$360,427	
$236,711	
$85,187	
---	

---	
---	
---	
$825	

$360,427	
$236,711	
$85,187	
$825	

---	
---	
---	
$515	

$559,650	
$147,545	
---	
---	

---	
---	
$3,274,637	
---	

$559,650	
$147,545	
$3,274,637	
$515	

TOTAL ASSETS	 	$338,159	$2,290,400	$3,276,843	$5,905,402

LIABILITIES	
Accounts Payable	
Deposits - Office Lease	
TOTAL LIABILITIES	

$12,607	
 	$200 	
 	$12,807 	

---	
 	---	
 	$0 	

---	
 	---	
 	$0 	

$12,607	
 	$200 	
 	$12,807 	

FUND BALANCES:		
Nonspendable	$515	
Restricted for:		
Debt Service	---	
Capital Projects	---	
Unassigned	 	$324,837 	
TOTAL FUND BALANCES	 	$325,352 	

---	---	$515

$2,290,400	
---	
 	---	
 	$2,290,400 	

---	
$3,276,843	
 	---	
 	$3,276,843 	

$2,290,400	
$3,276,843	
 	$324,837 	
 	$5,892,595 	

TOTAL LIABILITIES AND FUND BALANCES	 	$338,159	$2,290,400	$3,276,843	$5,905,402

ADOPTED		PRORATED BUDGET		ACTUAL			
 	BUDGET			 	THRU 01/31/20			   THRU 01/31/20 		 	VARIANCE		

$345,011	$340,809	$340,809	$0	
$331,463	$59,609	$59,609	$0	
$100	$33	$48	$15	
$500	$167	$1,256	$1,089	
$0	$0	$0	$0	
 	$677,074 	 	$400,618 	 	$401,722 	 	$1,104 	

 DESCRIPTION	

REVENUES:	
Maintenance Assessments-On Roll (Net)	
Maintenance Assessments-Off Roll	
Interest Income	
Clubhouse Rental Income	
Miscellaneous Income	

TOTAL REVENUES EXPENDITURES:

ADMINISTRATIVE:	
Supervisor Fees	
FICA Expense	
Engineering Fees	
Assessment Roll Administration	
Dissemination	
Dissemination-Amortization Schedules	
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	
$0	
$21,550	
$2,400	
$22,000	
$5,135	
$48,600	
$1,000	
$1,000	
$550	
$900	
$2,800	
$8,319	
$9,000	
$650	
$250	
$175	

 	
$3,667		$1,600	
$281		$122	
$5,000		$3,000	
$5,000		$5,000	
$1,167		$1,167	
$0		$850	
$7,183		$0	
$800		$0	
$7,333		$3,363	
$1,712		$0	
$16,200		$16,200	
$333		$333	
$333		$48	
$183		$209	
$300		$304	
$933		$795	
$8,319		$8,121	
$3,000		$1,581	
$217		$550	
$83		$88	
$175		$175	

 	
$2,067	
$158	
$2,000	
$0	
($0)	
($850)	
$7,183	
$800	
$3,970	
$1,712	
$0	
$0	
$286	
($26)	
($4)	
$139	
$198	
$1,419	
($333)	
($5)	
$0	

TOTAL ADMINISTRATIVE	 	$159,671 	$62,220 	$43,505 	$18,714 

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

$110,233	
$1,500	
$8,995	
$5,852	
$3,200	
 	$15,120 	
 	$144,900 	

$36,744	
$500	
$2,998	
$1,951	
$1,067	
 	$5,040 	
 	$48,300 	

$27,484	
$0	
$2,856	
$3,805	
$1,261	
 	$5,040 	
 	$40,446 	

$9,260	
$500	
$142	
($1,854)	
($194)	
 	$0 	
 	$7,854 	

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

$40,000	
$12,000	
 	$7,500 	
 	$59,500 	

$13,333	
$4,000	
 	$2,500 	
 	$19,833 	

$16,370	
$17,615	
 	$1,969 	
 	$35,954 	

($3,036)	
($13,615)	
 	$531 	
 	($16,120)	

ADOPTED		PRORATED BUDGET		ACTUAL			
 	BUDGET			 	THRU 01/31/20			   THRU 01/31/20 		 	VARIANCE		

 DESCRIPTION	

Utilities:	
Electric	
Streetlighting	
Water & Wastewater	
Subtotal Utilities	

$18,000	
$16,000	
 	$70,000 	
 	$104,000 	

$6,000	
$5,333	
 	$23,333 	
 	$34,667 	

$5,392	
$5,961	
 	$19,475 	
 	$30,828 	

$608	
($628)	
 	$3,858 	
 	$3,838 	

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

$15,136	
$10,000	
$3,000	
$300	
$35,280	
$0	
$3,684	
$12,000	
$10,000	
$0	
$5,000	
 	$14,604 	
 	$109,004 	

$15,136	
$3,333	
$1,000	
$100	
$11,760	
$0	
$1,228	
$4,000	
$3,333	
$0	
$1,667	
 	$4,868 	
 	$46,425 	

$15,109	
$4,400	
$0	
$0	
$11,760	
$0	
$1,472	
$1,270	
$4,911	
$1,184	
$1,854	
 	$4,868 	
 	$46,828 	

$27	
($1,067)	
$1,000	
$100	
$0	
$0	
($244)	
$2,730	
($1,578)	
($1,184)	
($187)	
 	($0)	
 	($403)	

Reserves:	
Capital Reserves	
Subtotal Reserves	

 	$100,000 	
 	$100,000 	

 	$33,333 	
 	$33,333 	

 	$0 	
 	$0 	

 	$33,333 	
 	$33,333 	

Total Field Expenditures	 	$517,403 	$182,558 	$154,056 	$28,502 

TOTAL EXPENDITURES	 	$677,074 	$244,778 	$197,561 	$47,216 

Excess (deficiency) of revenues	
over (under) expenditures	

 	$0 	$155,841 	$204,161 	$48,320 

Net change in fund balance	$0	$155,841	$204,161	$48,320

FUND BALANCE - Beginning	$0	$121,191

FUND BALANCE - Ending	 	$0	$325,352

AMELIA WALK	
Community Development District	
General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2020	

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	
2019	2019	2019	2020	2020	2020	2020	2020	2020	2020	2020	2020			

$322	

$149,036	

$183,382	

$5,528	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$0	

$338,268	
$0	$0	$59,609		$0	$0	$0	$0	$0	$0	$0	$0	$0	$59,609	
$0	$0	$0		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
$0	$9	$11		$28	$0	$0	$0	$0	$0	$0	$0	$0	$48	
$328	$0	$928		$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,256	
$0	$0	$0		$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	

Total Revenues	$650	$149,045	$243,931	$5,556	$0	$0	$0	$0	$0	$0	$0	$0	$399,181	

Supervisor Fees	$400	$0	$1,200	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,600	
FICA Expense	$31	$0	$92	$0	$0	$0	$0	$0	$0	$0	$0	$0	$122	
Engineering Fees	$450	$0	$2,550	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,000	
Assessment Roll Administration	$5,000	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$5,000	
Dissemination	$292	$292	$292	$292	$0	$0	$0	$0	$0	$0	$0	$0	$1,167	
Dissemination-Amortization Schedules	$600	$0	$250	$0	$0	$0	$0	$0	$0	$0	$0	$0	$850	
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	$1,245	$301	$1,817	$0	$0	$0	$0	$0	$0	$0	$0	$0	$3,363	
Annual Audit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Management Fees	$4,050	$4,050	$4,050	$4,050	$0	$0	$0	$0	$0	$0	$0	$0	$16,200	
Computer Time	$83	$83	$83	$83	$0	$0	$0	$0	$0	$0	$0	$0	$333	
Travel & Per Diem	$48	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$48	
Telephone	$11	$92	$106	$0	$0	$0	$0	$0	$0	$0	$0	$0	$209	
Postage	$125	$38	$113	$27	$0	$0	$0	$0	$0	$0	$0	$0	$304	
Printing & Binding	$285	$181	$0	$328	$0	$0	$0	$0	$0	$0	$0	$0	$795	
Record Storage	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Meeting Room Rental	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Insurance	$8,121	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$8,121	
Legal Advertising	$0	$1,569	$0	$12	$0	$0	$0	$0	$0	$0	$0	$0	$1,581	
Other Current Charges	$354	$61	$66	$69	$0	$0	$0	$0	$0	$0	$0	$0	$550	
Office Supplies	$55	$13	$6	$15	$0	$0	$0	$0	$0	$0	$0	$0	$88	
Dues, Licenses & Subscriptions	$175	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$175	
Total Administrative	$21,324	$6,679	$10,626	$4,876	$0	$0	$0	$0	$0	$0	$0	$0	$43,505	

FIELD:														
Contract Services:														
Landscaping & Fertilization Maintenance	$6,871	$6,871	$6,871	$6,871	$0	$0	$0	$0	$0	$0	$0	$0	$27,484	
Fountain Maintenance	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Lake Maintenance	$714	$714	$714	$714	$0	$0	$0	$0	$0	$0	$0	$0	$2,856	
Security	$1,370	$950	$170	$1,313	$0	$0	$0	$0	$0	$0	$0	$0	$3,805	
Refuse	$317	$313	$313	$318	$0	$0	$0	$0	$0	$0	$0	$0	$1,261	
Management Company	$1,260	$1,260	$1,260	$1,260	$0	$0	$0	$0	$0	$0	$0	$0	$5,040	
Total Contract Services	$10,532	$10,109	$9,328	$10,477	$0	$0	$0	$0	$0	$0	$0	$0	$40,446	

AMELIA WALK	
Community Development District	
General Fund	
Statement of Revenues and Expenditures (Month by Month)	
FY 2020	

OCT	NOV	DEC	JAN	FEB	MAR	APR	MAY	JUN	JUL	AUG	SEP	TOTAL	
2019	2019	2019	2020	2020	2020	2020	2020	2020	2020	2020	2020		

Repairs & Maintenance:														
Repairs & Maintenance	$1,410	$8,026	$5,431	$1,502	$0	$0	$0	$0	$0	$0	$0	$0	$16,370	
Landscaping Extras (Flowers & Mulch)	$6,942	$1,932	$6,449	$2,292	$0	$0	$0	$0	$0	$0	$0	$0	$17,615	
Irrigation Repairs	$383	$706	$496	$383	$0	$0	$0	$0	$0	$0	$0	$0	$1,969	
Total R&M	$8,736	$10,664	$12,377	$4,177	$0	$0	$0	$0	$0	$0	$0	$0	$35,954	

Utilities:														
Electric	$1,301	$1,275	$1,697	$1,120	$0	$0	$0	$0	$0	$0	$0	$0	$5,392	
Streetlighting	$1,190	$2,447	$2,207	$117	$0	$0	$0	$0	$0	$0	$0	$0	$5,961	
Water & Wastewater	$4,825	$4,371	$5,642	$4,636	$0	$0	$0	$0	$0	$0	$0	$0	$19,475	
Total Utilities	$7,316	$8,094	$9,545	$5,873	$0	$0	$0	$0	$0	$0	$0	$0	$30,828	

Amenity Center:														
Insurance	$15,109	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$15,109	
Pool Maintenance	$1,100	$1,100	$1,100	$1,100	$0	$0	$0	$0	$0	$0	$0	$0	$4,400	
Pool Chemicals	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Pool Permit	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Amenity Attendant	$2,940	$2,940	$2,940	$2,940	$0	$0	$0	$0	$0	$0	$0	$0	$11,760	
Equipment Lease	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Cable TV/Internet	$338	$338	$338	$457	$0	$0	$0	$0	$0	$0	$0	$0	$1,472	
Janitorial Service	$0	$0	$318	$953	$0	$0	$0	$0	$0	$0	$0	$0	$1,270	
Special Events	$2,569	$429	$1,913	$0	$0	$0	$0	$0	$0	$0	$0	$0	$4,911	
Decorations-Holiday	$0	$0	$1,184	$0	$0	$0	$0	$0	$0	$0	$0	$0	$1,184	
Facility Maintenance (including Fitness Equip)	$76	$161	$1,385	$232	$0	$0	$0	$0	$0	$0	$0	$0	$1,854	
Lease	$1,217	$1,217	$1,217	$1,217	$0	$0	$0	$0	$0	$0	$0	$0	$4,868	
Total Amenity Center	$23,349	$6,186	$10,395	$6,898	$0	$0	$0	$0	$0	$0	$0	$0	$46,828	

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	$49,933	$35,052	$41,646	$27,426	$0	$0	$0	$0	$0	$0	$0	$0	$154,056	

Subtotal Operating Expenses	$71,258	$41,731	$52,271	$32,302	$0	$0	$0	$0	$0	$0	$0	$0	$197,561	

Interfund Transfers	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	$0	
Excess Revenues (Expenditures)	($70,608)	$107,314	$191,660	($26,746)	$0	$0	$0	$0	$0	$0	$0	$0	$201,620	

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Special Assessments	
Special Assessments - A Prepayments	
Interest Income	

$120,228	
$0	
$0	

$116,981	
$0	
$0	

$116,981	
$9,084	
$503	

$0	
$9,084	
$503	

TOTAL REVENUES	 	$120,228	 	$116,981	 	$126,568	 	$9,587 EXPENDITURES:

Series 2012A-1	
Interest - 11/01	
Interest - 5/01	
Principal - 5/01	
Special Call - 11/01	

 	
$36,713	
$36,713	
$45,000	
$10,000	

 	
$36,713	
$0	
$0	
$10,000	

 	
$36,713	
$0	
$0	
$10,000	

 	
$0	
$0	
$0	
$0	

 	 	 	
TOTAL EXPENDITURES	 	$128,425	 	$46,713	 	$46,713	 	$0 

Excess (deficiency) of revenues	
over (under) expenditures	

 	($8,197)	 	$70,269	 	$79,856	 	$9,587 

Net change in fund balance	($8,197)	$70,269	$79,856	$9,587

FUND BALANCE - Beginning	$83,399	$144,410

FUND BALANCE - Ending	 	$75,202	$224,266

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Special Assessments	
Special Assessments-Prepayments	
Interest Income	

$269,938	
$0	
$0	

$244,727	
$0	
$0	

$244,727	
$140,528	
$1,675	

$0	
$140,528	
$1,675	

TOTAL REVENUES	 	$269,938	 	$244,727	 	$386,931	 	$142,203 EXPENDITURES:

Series 2016A-2	
Interest - 11/01	
Interest - 5/01	
Principal - 11/01	
Special Call - 11/01	

 	
$101,019	
$99,850	
$55,000	
$100,000	

 	
$101,019	
$0	
$55,000	
$100,000	

 	
$101,019	
$0	
$55,000	
$150,000	

 	
$0	
$0	
$0	
($50,000)	

 	 	 	
TOTAL EXPENDITURES	 	$355,869	 	$256,019	 	$306,019	 	($50,000)

Excess (deficiency) of revenues	
over (under) expenditures	

 	($85,930)	 	($11,291)	 	$80,912	 	$92,203 

Net change in fund balance	($85,930)	($11,291)	$80,912	$92,203

FUND BALANCE - Beginning	$272,815	$594,114

FUND BALANCE - Ending	 	$186,885	$675,026

(1) Per the Master Trust Indenture, investment earnings on the 2006A Reserve Account are transferred to Construction. Also Included	
are the default transfers to the general fund.	

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Special Assessments-On Roll (Net)	
Special Assessments-Off Roll	
Special Assessments-Prepayments	
Interest Income	

$215,698	
$264,871	
$0	
$0	

$213,072	
$6,136	
$0	
$0	

$213,072	
$6,136	
$84,230	
$1,703	

$0	
$0	
$84,230	
$1,703	

TOTAL REVENUES	 	$480,569	 	$219,207	 	$305,141	 	$85,933 EXPENDITURES:

Series 2018A-3	
Interest - 11/01	
Interest - 5/01	
Principal Expense - 5/01	

 	
$183,034	
$180,834	
$110,000	

 	
$183,034	
$0	
$110,000	

 	
$183,034	
$0	
$110,000	

 	
($0)	
$0	
$0	

 	 	 	
TOTAL EXPENDITURES	 	$473,869	 	$293,034	 	$293,034	 	($0)

Excess (deficiency) of revenues	
over (under) expenditures	

 	$6,700	 	($73,827)	 	$12,106	 	$85,933 

Net change in fund balance	$6,700	($73,827)	$12,106	$85,933

FUND BALANCE - Beginning	$310,527	$671,807

FUND BALANCE - Ending	 	$317,227	$683,913

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Special Assessments	
Interest Income	

$559,740	
$0	

$132,300	
$0	

$132,300	
$2,217	

$0	
$2,217	

TOTAL REVENUES	 	$559,740	 	$132,300	 	$134,517	 	$2,217 EXPENDITURES:

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

 	
$215,344	
$215,344	

 	
$215,344	
$0	

 	
$215,344	
$0	

 	
$0	
$0	

 	 	 	
TOTAL EXPENDITURES	 	$430,688	 	$215,344	 	$215,344	 	$0 

Excess (deficiency) of revenues	
over (under) expenditures	

 	$129,053	 	($83,044)	 	($80,827)	 	$2,217 

Net change in fund balance	$129,053	($83,044)	($80,827)	$2,217

FUND BALANCE - Beginning	$226,519	$788,022

FUND BALANCE - Ending	 	$355,572	$707,195

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Long Term Debt Report	
FY 2020	

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

Bonds outstanding - 9/30/2019 Less:	Max Annual Debt Service
$1,335,000.00
November 1, 2019 (Prepayment)	($10,000.00)	
Current Bonds Outstanding	$1,325,000.00	

Series 2016A-2, Special Assessment Bonds	
Interest Rate;	4.25%	
Maturity Date:	11/1/2021	$165,000.00	
Interest Rate;	5.50%	
Maturity Date:	11/1/2030	$655,000.00	
Interest Rate;	6.00%	
Maturity Date:	11/1/2047	$2,650,000.00	
Reserve Fund Requirement:
Less:	Maximum Annual Debt Assessment
November 1, 2019 (Mandatory)	
($55,000.00)	
Current Bonds Outstanding		$3,265,000.00	

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
November 1, 2019 (Mandatory)	
$735,000.00

$775,000.00

$1,990,000.00

$3,635,000.00

($110,000.00)	
Current Bonds Outstanding		$7,025,000.00	

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	$19,915,000.00

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Interest Income	$0	$0	$18	$18

TOTAL REVENUES	 	$0	 	$0	 	$18	 	$18 EXPENDITURES:
Capital Outlay	$0	$0	$0	$0

TOTAL EXPENDITURES	 	$0	 	$0	 	$0	 	$0 

Excess (deficiency) of revenues	
over (under) expenditures	

 	$0	 	$0	 	$18	 	$18 

Net change in fund balance	$0	$0	$18	$18

FUND BALANCE - Beginning	$0	$1,362

FUND BALANCE - Ending	 	$0	$1,380

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Interest Income	$0	$0	$3	$3

TOTAL REVENUES	 	$0	 	$0	 	$3	 	$3 EXPENDITURES:
Capital Outlay	$0	$0	$0	$0

TOTAL EXPENDITURES	 	$0	 	$0	 	$0	 	$0 

Excess (deficiency) of revenues	
over (under) expenditures	

 	$0	 	$0	 	$3	 	$3 

Net change in fund balance	$0	$0	$3	$3

FUND BALANCE - Beginning	$0	$822

FUND BALANCE - Ending	 	$0	$825

ADOPTED	
 	BUDGET		

PRORATED	
 	THRU 01/31/20		

ACTUAL	
   THRU 01/31/20 	

 DESCRIPTION		 	VARIANCE	

REVENUES:

Interest Income	$0	$0	$17,569	$17,569

TOTAL REVENUES	 	$0	 	$0	 	$17,569	 	$17,569 EXPENDITURES:
Capital Outlay	$0	$0	$1,779,152	($1,779,152)

TOTAL EXPENDITURES	 	$0	 	$0	 	$1,779,152	 	($1,779,152)

Excess (deficiency) of revenues	
over (under) expenditures	

 	$0	 	$0	 	($1,761,583)	 	($1,761,583)

Net change in fund balance	$0	$0	($1,761,583)	($1,761,583)

FUND BALANCE - Beginning	$0	$5,036,220

FUND BALANCE - Ending	 	$0	$3,274,637

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

1. Recap of Capital Project Fund Activity Through January 31, 2020	
Opening Balance in Construction Account	

$3,052,509.87

Source of Funds:	Interest Earned	$988.91

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)	
($319,933.53)	
($72,695.00)	
($131,315.29)	
($37,459.36)	
($250,250.00)	

Adjusted Balance in Construction Account at January 31, 2020	 	$1,380.32 

2. Funds Available For Construction at January 31, 2020	
Book Balance of Construction Fund at January 31, 2020	

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)	

$1,380.32

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 January 31, 2020	 	$1,380.33 

3. Investments - US Bank

January 30, 2020	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$1,380.32	$1,380.32	

Contracts/Retainage Payable  		$0.00 	
Balance at 1/31/2020  		$1,380.32 	

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

1. Recap of Capital Project Fund Activity Through January 31, 2020	
Opening Balance in Construction Account	

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$66,303.42	
$1,273,905.26	
$0.00	

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	

($1,908,297.53)	
($652,943.17)	
($3,017,768.75)	
($361,824.79)	
($480,549.14)	
($49,547.79)	
($124,120.24)	
($74,469.09)	
($312,627.16)	
($154,644.29)	
($336,968.00)	

Adjusted Balance in Construction Account at January 31, 2020	 	$825.13 

2. Funds Available For Construction at January 31, 2020	
Book Balance of Construction Fund at January 31, 2020	

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

$825.13

B.	
Earthworks, Amelia Walk Phase 4A (29.6%)	
	Contract Amount	$1,656,309.69	
	 	($592,159.99)	
	Balance on Contract	 	$1,064,149.70 	

$0.00

($1,064,149.70)

Construction Funds available at January 31, 2020	 	($1,063,324.57)

3. Investments - US Bank

January 30, 2020	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$825.13	$825.13	

Contracts/Retainage Payable	$0.00	
Due from Developer  		$0.00 	
Balance at 1/31/2020  		$825.13 	

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

1. Recap of Capital Project Fund Activity Through January 31, 2020	
Opening Balance in Construction Account	

Interest Earned	
Developer Proceeds	
Interfund Transfer	

$112,624.08	
$0.00	
$0.00	

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	

($287,956.82)	
($12,211.14)	
($3,055,763.19)	
($17,686.62)	
($95,776.70)	
($938.75)	
($140,620.90)	
$0.00	
($38,831.35)	
($65,003.73)	
($491,481.50)	

Adjusted Balance in Construction Account at January 31, 2020	 	$3,274,637.23 

2. Funds Available For Construction at January 31, 2020	
Book Balance of Construction Fund at January 31, 2020	

A.	Earthworks, Amelia Walk Phase 4B	
	Contract Amount	$3,939,331.16	
	 	($3,483,546.15)	
	Balance on Contract	 		$455,785.01 	

$3,274,637.23

($455,785.01)

Construction Funds available at January 31, 2020	 	$2,818,852.23 

3. Investments - US Bank

January 30, 2020	
Construction Fund:	

Type	Yield	Due	Maturity	Principal	
Overnight	1.50%		$3,274,637.23	$3,274,637.23	

Contracts/Retainage Payable  		$0.00 	
Balance at 1/31/2020  		$3,274,637.23 	

B.

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	
Special Assessment Receipts	
Fiscal Year 2020	

$370,979.30	$127,336.91	$266,391.76	$231,933.69	$996,641.67	
ASSESSMENTS - TAX COLLECTOR	ON ROLL ASSESSMENTS	
37.22%	12.78%	26.73%	23.27%	76.73%	
DATE	DESCRIPTION	Collection Period	AMOUNT	DISCOUNTS/PENALTIES	COMMISSIONS	INTEREST	Net Amount	O&M Portion	2012 DSF Portio	2016 DSF Portio	2018 DSF Portio	Total	
10/28/2019	Distribution #1	9/1/19-10/23/19	$918.26	$36.73	$17.63	$0.00	$863.90	$321.57	$110.38	$230.91	$201.04	$863.90	
11/21/2019	Distribution #2	09/30/19-11/15/19	$425,582.08	$17,023.28	$8,171.18	$0.00	$400,387.62	$149,036.03	$51,155.92	$107,019.37	$93,176.30	$400,387.62	
12/6/2019	Distribution #3	11/16/16-11/30/19	$101,808.89	$4,072.36	$1,954.73	$0.00	$95,781.80	$35,652.80	$12,237.66	$25,601.46	$22,289.88	$95,781.80	
12/20/2019	Distribution #4	12/01/19-12/15/19	$417,500.36	$12,525.07	$8,099.54	$2.00	$396,877.75	$147,729.56	$50,707.48	$106,081.22	$92,359.50	$396,877.75	
1/10/2020	Distribution #5	12/16/19-12/31/19	$15,623.41	$468.70	$303.10	$0.00	$14,851.61	$5,528.21	$1,897.53	$3,969.68	$3,456.20	$14,851.61	
2/6/2020	Distribution #6	01/01/20-01/31/20	$7,107.92	$142.16	$139.31	$0.00	$6,826.45	$2,541.00	$872.19	$1,824.64	$1,588.62	$6,826.45	
	TOTAL		$968,540.92	$34,268.30	$18,685.48	$2.00	$915,589.14	$340,809.17	$116,981.16	$244,727.28	$213,071.53	$915,589.14	

								

								

Assessed on Roll:

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

O & M	$370,979.30	37.22%	$340,809.17	($338,268.16)	$2,541.01	
DEBT SERVICE-12	$127,336.91	12.78%	$116,981.16	($116,981.16)	$0.00	
DEBT SERVICE-16	$266,391.76	26.73%	$244,727.28	($244,727.28)	$0.00	
DEBT SERVICE-18	$231,933.69	23.27%	$213,071.53	($213,071.53)	$0.00	
TOTAL	$996,641.67	100.00%	$915,589.14	($913,048.13)	$2,541.01	

 	
Balance Remaining to Collect	$81,052.53	
Gross Collected	92%	

TRANSF
DATE	ERS FROM DEBT SE
CHECK #	RVICE:
AMOUNT	
10/29/2019	TXFER	$321.57	
11/21/2019	TXFER	$149,036.03	
12/6/2019	TXFER	$35,652.80	
12/20/2019	TXFER	$147,729.55	
1/10/2020	TXFER	$5,528.21	
TOTAL	$338,268.16	
Amount due:		$2,541.01	

		

C.

AMELIA WALK	
COMMUNITY DEVELOPMENT DISTRICT	

Check Run Summary

February 18, 2020

Date	Check Numbers	Amount	

12/11/2019	2784-2791	$22,889.90	

12/23/2019	2792-2800	$20,672.11	

1/10/2020	2801-2815	$33,203.87	

1/29/2020	2816-2827	$14,024.90	

2/10/2020	2828-2839	$24,462.29	

Total	 $115,253.07