Boggy Branch Community Development District
3501 Quadrangle Boulevard, Suite 270 | Orlando, FL 32817 - 407-723-5900- FAX 407-723-5901
boggybranchcdd.net

The Special meeting of the Board of Supervisors of Boggy Branch Community Development District will be held on Thursday, March 9, 2023, at 11:00 a.m. 14785 Old St. Augustine Road, Suite 3, Jacksonville, Fl, 32258. The following is the proposed agenda for this meeting.

Call in number: 1-844-621-3956 Passcode: 790 562 990 #
https://pfmgroup.webex.com/meet/carvalhov

BOARD OF SUPERVISORS’ MEETING AGENDA

Organizational Matters
Call to Order
Roll Call
Public Comment Period [for any members of the public desiring to speak on any proposition before the Board]

General Business Matters

Consideration of Minutes of the January 19, 2023, Board of Supervisors Meeting
Review and Consideration of the Proposals for Southeast Quadrant Residential Phase 1C
Ratification of Requisitions Nos. 174 - 182
Ratification of Funding Request Nos. 64
Ratification of Payment Authorizations Nos. 68-73
Review of District Financial Statements

Other Business
Staff Reports
District Counsel
District Engineer
District Manager
Audience Comments
Supervisors Requests

Adjournment

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Consideration of Minutes of the January 19, 2023, Board of Supervisors Meeting

MINUTES OF MEETING

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT BOARD OF SUPERVISORS’ MEETING MINUTES
Thursday, January 19, 2023 at 11:00 a.m. 14775 Old St. Augustine Road, Suite 3 Jacksonville, FL 32258

Board Members present at roll call in person or via speaker phone:

Kelly White
Andy Hagan	Chairperson
Vice Chairperson		
James Stowers
Len Jaffee	Assistant Secretary
Assistant Secretary	
(via phone)	

Also, present in person or via phone:

Vivian Carvalho Venessa Ripoll
phone)	District Manager-PFM Group Consulting LLC District Manager- PFM Group Consulting LLC	
(via	
Don Hasenbank	Assistant DM- PFM Group Consulting LLC	(via phone)	
Amy Champagne
Katie Buchanan	District Accountant- PFM Group Consulting LLC
District Counsel-Kutak Rock LLP	(via phone)	
Paul Hutchson
Mike Veazey Keith Donnely	District Engineer- England-Thims & Miller ICI Homes
David Weekley Homes		

FIRST ORDER OF BUSINESS	Organizational Matters

Call to Order and Roll

The meeting was called to order at 11:21 a.m. Ms. Carvalho proceeded with roll call and confirmed quorum to proceed with the meeting. Those in attendance are outlined above.

Public Comment Period

There were no members of the public present or via speakerphone.

Administration of Oath of Office to Newly Elected Board Members

Ms. Carvalho gave the Oath of Office to Mr. Hagan and Mr. Stowers prior to the start of the meeting. Both had waived compensation.

SECOND ORDER OF BUSINESS	General Business Matters

Consideration of Minutes of the July 21, 2022, Board of Supervisors Meeting

The Board reviewed the Minutes of the July 21, 2022 Board of Supervisors’ Meeting.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board approved the Minutes of the July 21, 2022 of Supervisor’s Meeting.

Consideration of Minutes of the November 1, 2022, Landowners Election Meeting

The Board reviewed the Minutes of the November 1, 2022, Landowners Election Meeting.

ON MOTION by Ms. White, seconded by Mr. Hagan, with all in favor, the Board approved the Minutes of the November 1, 2022, Landowners Election Meeting.

Consideration of Resolution 2023- 01, Canvassing and Certifying the Results of Landowners Election

Mr. Stowers and Mr. Jaffee will serve a 4-year term and Mr. Hagan will serve a 2-year term.

ON MOTION by Ms. White, seconded by Mr. Hagan, with all in favor, the Board approved Resolution 2023-01, Canvassing and Certifying the Results of Landowners Election.

Consideration of Resolution 2023- 02, Election of Officers

ON MOTION by Mr. Hagan, seconded by Ms. White, with all in favor, the Board approved Resolution 2023-02, Election of Officers with Ms. White as Chair, Mr. Stowers as Vice Chair, Mr. Hagan, Mr. Jaffee, and Ms. Ripoll as Assistant Secretaries, Ms. Carvalho as Secretary, Ms. Lane as Assistant Treasurer, and Ms. Glasgow as Treasurer.

Consideration of Resolution 2023- 03, Adopting Revised Budget FY 2022

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board approved Resolution 2023-03, Adopting Revised Budget FY 2022.

Consideration of Resolution 2023- 04, Record Retention Policy

Ms. Buchanan provided an overview of the policy.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board Board approved Resolution 2023-04, Record Retention Policy.

Ratification of Change Order Nos. 8 – 9

ON MOTION by Mr. Hagan, seconded by Mr. Stowers, with all in favor, the Board ratified Change Order Nos. 8 – 9.

Ratification of Audit Engagement Letter for FY 2022 Audit

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board Board ratified the Berger, Toombs, Elam, Gaines, & Frank Engagement Letter for FY 2022 Audit.

Ratification of Service Agreement with Waste Pro regarding trash collection on rear-loading
homes

Mr. Veazey provided an overview of the agreement.

ON MOTION by Mr. Hagan, seconded by Mr. Stowers, with all in favor, the Board Board ratified the Service Agreement with Waste Pro regarding trash collection on rear-loading homes.

Consideration of Authorization of Request for Proposals for Southeast Quadrant Residential Phase 1C

The Board decided to publish the request for proposals for a due date for submittal for either Feb 26 and or 27, 2023. In addition, they will remove from the RFP the provision of an mandatory bid meeting attendance. The bids once open will be reviewed by the District Engineer and a reconmedation will be made at the next meeting scheduled. The Board will discuss holding a special meeting in the second week of March 2023 to review and consider the proposals for Phase 1C project.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board Board authorized the Request for Proposals for Southeast Quadrant Residential Phase 1C project.

Ratification of Requisitions Nos. 137 – 173

ON MOTION by Mr. Hagan, seconded by Mr. Jaffee, with all in favor, the Board ratified Requisitions Nos. 137 – 173.

Ratification of Funding Request Nos. 54-63

ON MOTION by Mr. Hagan, seconded by Mr. Stowers, with all in favor, the Board ratified Funding Request Nos. 54-63.

Ratification	of	Payment Authorizations Nos. 64-67

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board ratified Funding Request Nos. 64-67.

Consideration	of	Work Authorization Nos. 11-12

Mr. Hutchson provided an overview concerning the two work authorizations.

ON MOTION by Mr. Stowers, seconded by Ms. White, with all in favor, the Board approved Work Authorization Nos. 11-12.

Review	of	District	Financial Statements

The Board reviewed the District Financial Statements as of December 31, 2022. Ms. White had a comment regarding the funding agreement.

THIRD ORDER OF BUSINESS	Other Business Staff Reports
District Counsel – No report

District Engineer – No report

District Manager- Ms. Carvalho stated the next scheduled meeting is March 9, 2023 at 11:00 a.m. at this location.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board approved the next meeting date, time, and location.

Audience comments and Supervisors Requests

Mr. Veazey asked for Board approval for the quarterly cleaning of the cascade fountains.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board approved the ongoing expenses for the Cascade Fountains quarterly cleaning.

Mr. Veazey stated that they received 2 landscape proposals and asked the Board to move forward with Landscape Design Group.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the Board approved moving forward with Landscape Design Group proposal.

FOURTH ORDER OF BUSINESS	Adjournment

There were no additional items to discuss. Ms. Carvalho requested a motion to adjourn.

ON MOTION by Ms. White, seconded by Mr. Stowers, with all in favor, the January 19, 2023 Board of Supervisors’ Meeting of the Boggy Branch Community Development District was adjourned at 11:44 a.m.

Secretary/Assistant Secretary	Chairperson/Vice Chairperson

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Review and Consideration of the Proposals for Southeast Quadrant Residential Phase 1C

Southeast Quadrant Residential Phase 1C	
Proposers	

ETM Project No.: 19-115-03-07	
Petticoat-Schmitt	
Vallencourt	
Besch and Smith	
W. Gardner	
Average	

A. Mobilization & Site Preparation	
$	631,776.30	
$	188,434.75	
$	306,735.95	
$	98,027.92	
$	306,243.73	

B. Clearing & Grubbing	
$	351,000.00	
$	254,170.80	
$	290,299.52	
$	183,081.54	
$	269,637.97	

C. Seeding & Mulching & Sod	
$	55,909.70	
$	75,380.71	
$	69,496.09	
$	148,477.54	
$	87,316.01	

D. Erosion and Sediment Control	
$	146,094.00	
$	33,201.15	
$	90,206.28	
$	81,621.56	
$	87,780.75	

E. Stormwater Pollution Prevention Plan	
$	600.00	
$	44,048.45	
$	59,628.44	
$	26,881.01	
$	32,789.48	

F. Stormwater Management Facility (SMF) Construction	
$	642,852.00	
$	386,320.75	
$	1,151,428.49	
$	610,287.86	
$	697,722.28	

G. Roadway and Alley Earthwork	
$	74,953.00	
$	37,579.50	
$	339,618.88	
$	478,141.87	
$	232,573.31	

H. Lot Fill, Compaction, Seeding and Testing	
$	738,922.25	
$	611,212.96	
$	793,228.57	
$	416,677.81	
$	640,010.40	

I. Roadway Construction	
$	2,104,907.50	
$	1,591,999.78	
$	1,754,632.91	
$	1,786,027.34	
$	1,809,391.88	

J. Alley Construction	
$	355,557.25	
$	252,223.75	
$	306,648.95	
$	227,100.06	
$	285,382.50	

K. Storm Drainage System	
$	2,053,765.00	
$	1,780,888.72	
$	2,240,953.70	
$	2,121,070.01	
$	2,049,169.36	

L. Roadway Underdrain	
$	69,600.00	
$	53,460.00	
$	66,600.00	
$	78,900.00	
$	67,140.00	

M. Paving and Drainage As-Builts	
$	5,000.00	
$	11,903.13	
$	72,201.48	
$	24,958.27	
$	28,515.72	

N. JEA Water Distribution System	
$	864,096.00	
$	973,727.92	
$	1,049,939.81	
$	1,182,882.99	
$	1,017,661.68	

O. JEA Gravity Sanitary Sewer System	
$	1,067,720.00	
$	824,475.03	
$	1,030,368.94	
$	1,055,447.55	
$	994,502.88	

P. JEA Reclaimed Water Distribution System	
$	681,247.00	
$	744,354.73	
$	813,132.70	
$	849,762.99	
$	772,124.36	

Q. Water, Sewer, and Reclaim Systems As-Builts	
$	5,000.00	
$	17,725.39	
$	66,538.77	
$	42,928.93	
$	33,048.27	

R. Irrigation Sleeves and Electrical/Telephone/CATV Conduit	
$	282,000.00	
$	260,640.00	
$	299,390.00	
$	261,430.00	
$	275,865.00	

S. JEA Electrical Infrastructure	
$	125,000.00	
$	125,000.00	
$	125,000.00	
$	125,000.00	
$	125,000.00	

T. Testing	
$	70,000.00	
$	74,158.91	
$	169,255.77	
$	60,373.60	
$	93,447.07	

U. Unsuitable Material Removal/Replacement	
$	25,000.00	
$	-	
$	2,541,600.00	
$	-	
$	641,650.00	

V. Landscaping	
$	450,000.00	
$	232,393.83	
$	1,040,987.63	
$	522,025.78	
$	561,351.81	

W. Bonding/Warranty	
$	89,000.00	
$	81,041.66	
$	296,957.72	
$	157,011.99	
$	156,002.84	

TOTAL LUMP SUM BID PRICE (ITEMS A - W)	
$	10,890,000.00	
$	8,654,341.92	
$	14,974,850.60	
$	10,538,116.62	
$	11,264,327.29	

Bid Alternate:						

Y. Unsuitable Material Removal/Replacement (Offsite disposal of unsuitable material)	
$	-	
$	-	
$	3,076,800.00	
$	220,111.62	
$	824,227.91	

\\fileserver.corp.publicfmllc.com\OrlandoEast-Data\OrlandoEast_CDD\104- Boggy Branch CDD\1- Agenda Packages\26. March 9, 2023- Special Meeting\Proposal Tab SEQ Res Ph 1C

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Vallencourt Construction Company, Inc.

PROPOSAL
(Official Cost Summary Form) FOR
Southeast Quadrant Residential Phase 1 C

FOR

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT C/O ENGLAND-THIMS & MILLER, INC.
14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32258

on or before February 27, 2023@ 3:00 P.M.
TO:	Boggy Branch Community Development District

FROM:

Vallencourt Construction Company, Inc.

(Contractor)
In accordance with the Request for Proposals for Southeast Quadrant Residential Phase 1 C, the undersigned proposes to construct all work necessary to install a complete project, including but not limited to clearing, earthwork, paving, signing, pavement marking, drainage, potable water, sewer and reuse systems, and landscape as shown on the plans released for bid on January 26, 2023, prepared by England­ Thims & Miller, Inc. Work shall also be in accordance with ECS Florida, LLC Geotechnical Reports and with City of Jacksonville, JEA, Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Army Corps of Engineers (ACOE) and Florida Department of Transportation (FOOT) Standard Specifications and Permits.

All proposals shall be for complete work in accordance with the construction plans. (No partial bids accepted.)

T:12019I19-115I1S-115-03\1S-115-03-0071Project Management\Bid Documents\14 - Official Bid Form.docx
Page 1 of 12

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

TO:
From:

Boggy Branch Community Development District
Vallencourt Construction Company, Inc.

In response to your Request for Proposal, the undersigned hereby submits our Proposal for the Southeast Quadrant Residential Phase 1C project within the Boggy Branch Community Development District ("District"). This Proposal has been prepared and submitted subject to the conditions and requirements set forth in the Project Manual, including all Addenda. All of the documents included in the Project Manual and Addenda thereto, so far as they relate to this Proposal, are made a part hereof. The undersigned (Contractor) herewith proposes to perform the work stipulated for the unit and/or lump sum prices given by the Summary of Costs and schedule of values that is part hereof.
The undersigned has carefully checked the Summary of Costs and schedule of values against the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents and all Addenda before proposing this Proposal and accepts them as correctly listing the complete work to be done in accordance with the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents.
The undersigned Proposer examined the entire Project Manual, including but not limited to the Request for Proposal, plans and specifications, General and Special Conditions, and other contract documents and all addenda and is acquainted with and fully understands the extent and character of the work covered by this Proposal and the specified requirements for the work to be performed for the Project. Further, the Proposer has examined the work site and is fully informed as to conditions at this site. The Proposer understands that all work provided for in the Project Manual, including but not limited to all contract-related documents, as may be amended, shall be warranted to the benefit of the City of Jacksonville provided until at least 12 months after as-built approval by the City. All other work shall be warranted in accordance with the Contract Documents. However, none of the above is intended to shorten the statutory or common law construction warranties to which the District is otherwise entitled.
The undersigned Proposer certifies that no officer or agent of the Boggy Branch Community Development District is directly or indirectly interested in this Proposal.
The undersigned Proposer states that this Proposal is made in conformity with the Project Manual and agrees that in case of any discrepancy or differences between any condition of his or her Proposal and those of the Project Manual, the provisions of the latter shall prevail.
The undersigned Proposer certifies that he or she has carefully examined the project site, made his/her own measurements and calculations and prepared and checked the foregoing Proposal after the same was completed and has verified every item placed thereon; and agrees to indemnify, defend and hold harmless the Boggy Branch Community Development District, CND-ICI SEQ, LLC and England-Thims and Miller, Inc. against any cost, damage or expense which may be incurred or caused by error in his or her preparation of the same.
The undersigned acknowledges, by execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information ninety (90) days from that date of the Proposal opening, and if awarded a contract on the basis of this Proposal, or a portion thereof, to enter into and execute the EJCDC standard form of agreement in substantially the form included in the Project Manual. Further the Contractor warrants the pricing provided in the Proposal shall remain valid and binding for the term of the agreement and not subject to escalation, including for gasoline, labor or material price increases.

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Proposer understands that inclusion of false, deceptive, or fraudulent statements on the Proposal constitutes fraud; and that the District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the Boggy Branch Community Development District.

Vallencourt Construction Comapny, Inc.	 Name of Organization

By	AIJto

This 27th day of February, 2023	By: Stan Bates ) Vit£ 'R,,cs,00-tr
Name and Title of Person Signing (Apply Corporate Seal if filing as a Corporation)

Southeast Quadrant Residential Phase 1C

MOBILIZATION AND SITE PREPARATION

CLEARING AND GRUBBING

SEEDING, MULCHING AND SOD

EROSION AND SEDIMENT CONTROL

STORMWATER POLLUTION PREVENTION PLAN

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

ROADWAY AND ALLEY EARTHWORK

LOT FILL, COMPACTION, SEEDING AND TESTING

ROADWAY CONSTRUCTION

ALLEY CONSTRUCTION

STORM DRAINAGE SYSTEM

ROADWAY UNDERDRAIN

PAVING AND DRAINAGE AS-BUILTS

JEA WATER DISTRIBUTION SYSTEM

0. JEA GRAVITY SANITARY SEWER SYSTEM

JEA RECLAIMED WATER DISTRIBUTION SYSTEM

WATER, SEWER, AND RECLAIM SYSTEMS AS-BUILTS

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

JEA ELECTRICAL INFRASTRUCTURE

TESTING

UNSUITABLE MATERIAL REMOVAUREPLACEMENT (Onsite disposal of
unsuitable material)

LANDSCAPING

BONDING/ WARRANTY

$188,434.75
$	254,170.80
$	75,380.71
$	33,201.15
$	44,048.45
$	386,320.75
$	37,579.50
$	611,212.96
$	1,591,999.78
$	252,223.75
$	1,780,888.72
$	53,460.00
$	11,903.13
$	973,727.92
$	824,475.03
$	744,354.73
$	17,725.39
$	260,640.00

$ 125 000.00	
$	74,158.91

$	0.00

$	232,393.83
$	81,041.66

TOTAL LUMP SUM COST PROPOSAL

(ITEMS A-W)

$ 8,654,341.92

BID ALTERNATE:

UNSUITABLE MATERIAL REMOVAUREPLACEMENT (Offsite disposal
of unsuitable material)

Unsuitable Allowance For Unsuitables Not Shown On Geo Report

$	15.56/CY

$ 220,600.00

Southeast Quadrant Residential Phase 1C

MOBILIZATION AND SITE PREPARATION

Includes all preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices (Contractor's, as necessary), safety equipment and first aid supplies, and sanitary and other facilities. Includes the costs of any required insurance, site preparation and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. All pre-construction and construction survey costs are included in the mobilization. Also includes all demolition costs. This item will be paid for on a percentage completion of construction basis.

TOTAL LUMP SUM PRICE ITEM A:
$	188,434.75

(Numerals)

	 ntten

One Hundred Eighty Eight Thousand Four Hundred Thirty Four Dollars and Seventy Five Cents (W .	)

CLEARING AND GRUBBING

Includes complete clearing and grubbing and burning (if allowed) and/or removal off-site of all trees, brush, roots, and all other debris in accordance with project specifications, City of Jacksonville, the Report of Geotechnical Exploration and FOOT Standards and Specifications, whichever is more stringent. This clearing and grubbing will be done within the roadways and alleys rights-of-way, lots, stormwater management facilities, fill slopes, permanent easements, temporary construction easements, construction staging area, public easement areas, and all other areas as necessary to complete the construction of this project. Special care shall be taken to ensure preservation of all natural vegetative buffers, upland preservation and wetland areas indicated on the plans, including tree fencing as necessary.

TOTAL LUMP SUM PRICE ITEM B:
$	254,170.80

(Numerals)

Two Hundred Fifty Four Thousand One Hundred Seventy Dollars and Eighty Cents (Written)

SEEDING AND MULCHING AND SOD

This item includes the complete grassing and mulching of all disturbed areas within the project limits, excluding the residential lots. Also includes the complete sod strip along the curb of all proposed rights-of-way (including alleys), grassing of all rights-of-way and roadway embankment, and where applicable as shown on the plans. Also includes sodding the stormwater management facility pond bank including berms, backslopes to existing grade, top of bank and inside pond bank to normal water level elevation as shown in plan detail.

TOTAL LUMP SUM PRICE ITEM C:
$	75,380.71

(Numerals)

Seventy Five Thousand Three Hundred Eighty Dollars and Seventy One Cents (Written)

Page 5 of 12

EROSION AND SEDIMENT CONTROL

Includes all measures that are required to comply with the State of Florida water quality standards. This includes, but is not limited to silt screens, hay bales, sodding, settling ponds or other such measures that shall prevent the discharge of turbid waters from the site and minimize erosion of all graded areas, as shown on the Sediment and Erosion Control Plan. This item will be paid for on a percentage of total construction complete basis.

TOTAL LUMP SUM PRICE ITEM D:
$  33,201.15

(Numerals)

Thirty Three Thousand Two Hundred One Dollars and Fifteen Cents (Written)

STORM WATER POLLUTION PREVENTION PLAN

The contractor shall submit the NPDES Permit and adhere to all Federal rules and regulations regarding the National Pollutant Discharge Elimination System (NPDES) for construction and ground water discharge including all monitoring record keeping and submittals. The Storm Water Pollution Prevention Plan (SWPPP) included in these plans shall establish the minimum requirements allowed. The contractor shall implement additional measures, as required, to ensure compliance with the NPDES requirements. This item does not include erosion controls item shown on the erosion and turbidity control plans or erosion and turbidity controls required by the City of Jacksonville or the St. Johns River Water Management District.

TOTAL LUMP SUM PRICE ITEM E:
$  44,048.45

(Numerals)

Forty Four Thousand Forty Eight Dollars and Forty Five Cents (Written)

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

Includes all dewatering and excavation/construction of SMF Nos. 9 and 10 to the SMF contours shown in the plans. Also includes berm construction, grading, compaction, and testing complete, as required on the Paving and Drainage Plan and specified in the Report of Geotechnical Exploration. Suitable material from stormwater management facility excavation may be used as fill for on-site needs provided it meets the structural fill requirements as specified in the Report of Geotechnical Exploration. Unsuitable material shall be disposed of off-site or placed in the SMF bottoms or in the top of bank of the back side of SMFs on the opposite side of lots, with two (2) feet of suitable material cover. No unsuitable material shall be placed in SMF banks or in any portion of lots.

Note: Contractor shall excavate SMF Nos. 9 and 10 to the maximum depths specified on the plans.
ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF  No. g45,Q2Q	C.Y.
(BANK MEASURE)

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF No.10 61,920	C.Y.
(BANK MEASURE)

TOTAL LUMP SUM PRICE ITEM F:
$	386,320.75

(Numerals)

Three Hundred Eighty Six Thousand Three Hundred Twenty Dollars and Seventy Five Cents (Written)

ROADWAY AND ALLEY EARTHWORK
Includes all dewatering, excavation, fill, compaction, stabilization, testing and all additional work necessary to construct the roadway and alley embankments to subgrade as shown on the Paving and Drainage Plans and roadway profile sheets. Also includes all fine grading and dress-up work necessary to complete the project.

ESTIMATED QUANTITY OF ROADWAY AND ALLEY FILL REQUIRED: 15,906	C.Y.

TOTAL LUMP SUM PRICE ITEM G:

$ 37,579.50

(Numerals)

Thirty Seven Thousand Five Hundred Seventy Nine Dollars and Fifty Cents(Written)

(BANK MEASURE)

LOT FILL, COMPACTION, SEEDING AND TESTING

The lots shall be stripped and grubbed in accordance with the Report of Geotechnical Exploration. Lot fill areas (including any existing ditches) shall be filled with clean structural fill placed in 12" lifts to specified grades as shown on the Neighborhood Grading Plans and in accordance with the Report of Geotechnical Exploration. Fill under building pads shall be placed to 18" below the specified finish floor elevation. Also includes the fill slopes shown at the rear/side of lots adjacent to wetlands, buffers, etc. Elevations shown on the plan shall be minimum grades and areas offill shall be within 0.1' of the design grades. Where the finished grade of a lot is at least 12 inches higher than the original natural grade, any fill material will be compacted with appropriate compaction equipment to 95 percent of the soil's modified Proctor Maximum Density (ASTM D 1557). A minimum of (1) density test shall be performed per 5,000 s.f. per lift and/or a minimum of (1) test per lot, whichever is less. This item includes grassing and mulching of all lot areas outside of the stormwater management facilities. Swath type lot grading is to be used for lot grading (ie. no swales between building pads).

ESTIMATED QUANTITY OF LOT FILL REQUIRED: _7_3_,8_7_5  	C.Y. (BANK MEASURE

TOTAL LUMP SUM PRICE ITEM H:

$ 611 212.96

(Numerals)

Six Hundred Eleven Thousand Two Hundred Twelve Dollars and Ninety Six Cents (Written)

ROADWAY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the final lift of the asphaltic concrete surface course, curb and gutter, sidewalks to be constructed by site work contractor (but not the multi-use paths), ADA ramps, valley gutter, on-street parking, transitions to inlets, connection to the existing roadway and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub-contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications. The curb and gutter in front of lots that do not have an alley behind them shall be Miami curb and gutter. All other curb and gutter shall be City standard.
Material only price for base:	$ 360,986.94

TOTAL LUMP SUM PRICE ITEM I:
$  1,591,999.78

(Numerals)

One Million Five Hundred Ninety One Thousand Nine Hundred Ninety Nine
Dollars and Seventy Eight Cents	(Written)

Page 7 of 12

ALLEY CONSTRUCTION

Includes all stabilization,base, compaction, prime coat and paving complete; including the ribbon curb, transitions to inlets, and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub­ contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications.

TOTAL LUMP SUM PRICE ITEM J:

$ 252,223.75
Two Hundred Fifty Two Thousand Two Hundred Twenty Three

(Numerals)

--=D::.co::.,l.,_,,la:..:.crs=--=a:.:.nd=--=S:..=e:...:.v=-e:...cnty:.i.....:.F...:.iv.:..:e=-=Cc::::e.!..!nt.e:::s'	<Written)

Material only price for base:

STORM DRAINAGE

$ 51,174.70	

Includes the roadway and alley storm drainage system complete, including all dewatering, structures, pipes and swales as specified. Includes removal and replacement of any unsuitable material encountered, disposal of unsuitable material and all other work necessary to complete the installation. Also includes 2-20' underdrain stub­ outs per drainage inlet and any additional underdrain shown in the plans. All RCP storm drain pipe joints shall be wrapped with filter fabric. All work shall be done in accordance with the plans, specifications, and issued permits.

Note: Any storm drain pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream drainage structure, and shall include that upstream drainage structure.

Material only price for RCP:
Material only price for Precast Structures:

$ 590,788.85	
$_271,902.43	

TOTAL LUMP SUM PRICE ITEM K:
$	1,780,888.72
One Million Seven Hundred Eighty  Thousand Eight Hundred
_E_i_,,_g_hty_.  E_ig,.,_h_t_D_o_ll_a_rs_a_n_d_S_e_v_e_n_.ty'-T_w_o_C_e_nt_s	

(Numerals}

(Written)

ROADWAY UNDERDRAIN

Basis of Bid shall be one thousand, five hundred (1,500) linear feet of Type1 underdrain at$ 35.64	/If. This is above and beyond the 20' stubouts from each inlet and other underdrain shown on the plans.

TOTAL LUMP SUM PRICE ITEM L:

$ 53,460.00
Fifty Three Thousand Four Hundred Sixty Dollars an_d No Cents

(Numerals}

(Written)

PAVING AND DRAINAGE AS-BUILTS

Includes the preparation and submittal of all as-builts in accordance with City of Jacksonville and St. Johns River Water Management District requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM M:

$11,903.13

(Numerals)

	 (Written)

Eleven Thousand Nine Hundred Three Dollars and Thirteen Cents

Page 8 of 12

JEA WATER DISTRIBUTION SYSTEM
Includes the construction of the water distribution system complete, including all pipe, services, valves, hydrants, fittings, connection to the existing system, testing, and disinfection, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$ 226,552.38

$ 302,295.43

TOTAL LUMP SUM PRICE ITEM N:

$ 973,727.92

(Numerals)

_N_in_e_Hu_n_dr_ed_S_ev_e_nty;_T_h_re_eT_h_ou_s_an_d_S_ev_en_H_u_nd_re_d _Tw_e_nt'-ys_e_ve_n_D_oll_ars_an_d_N_ine...;ty_T_w_o_ce_n_ts	(Written}

0.	JEA GRAVITY SANITARY SEWER SYSTEM

Includes the construction of the gravity sanitary sewer system complete, including all dewatering, structures, pipe services, stub outs, temporary plug and testing as specified to meet FDEP and JEA standards and specifications. Also includes the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system.

Note: Any gravity sewer pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream sanitary sewer manhole and shall include that upstream sanitary sewer manhole.

Material only price for PVC pipe: Material only price for precast structures:

$151,764.56

$121,770.25

TOTAL LUMP SUM PRICE ITEM 0:

$ 824,475.03

(Numerals)

_E...;;.ig_hl_H_un_dr_ed_T_w_en...;ty_F_ou_r_Th_o_us_an_d_F_ou_r  _Hu_n_dr_ed_S_ev_e_nty;_F_iv_e_oo_lla_rs_a_n_dT_h_re_e_ce_n_ts	(Written)

Page 9 of 12

JEA RECLAIMED WATER DISTRIBUTION SYSTEM

Includes the construction of the reuse water distribution system complete, including all pipe, services, valves, fittings, connection to the existing system, testing, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C reclaimed water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$ 181,343.34

$200,850.16

TOTAL LUMP SUM PRICE ITEM P:

$  744,354.73

(Numerals)

_s_ev_e_nH_u_nd_re_d_F_ort..;_y_Fo_u_Tr_h_ou_sa_n_d _Th_re_e_H_un_dr_ed_F_ifty.;_..Fo_u,_0_01_1a_rs_an_d_s_ev_en_ty_T_h_ree_c_e_nt_s 	(Written)

WATER, SEWER AND REUSE AS-BUilTS

Includes the preparation and submittal of all water, sewer, lift station, forcemain and reclaim system as-builts, including all water, sewer, reuse forcemain and storm crossings, in accordance with the Florida Department of Environmental Protection, the JEA and City of Jacksonville requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM Q:

$ 17,725.39

(Numerals)

_s_ev_e_nte_e_n_Th_ou_s_an_d_S_ev_en_H_u_nd_re_d_Tw_e_nty_Fi_ve_D_ol_lars_an_d_Th_irt_y_N_ine_c_e_nt_s	

{Written)

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

Includes the provision and installation of irrigation, electrical, telephone and cable television sleeves. These unit process will be used once the Sleeving Plan is developed. Payment shall be based on the actual quantity installed.

Sub-Totals (Numerals) SCH 40 PVC:
2" Basis of Bid 3,000 L.F. $_10_.s_g 

_,per L.F.

3" Basis of Bid 3,000 L.F. $14.65	per L.F.
4" Basis of Bid 4,000 L.F. $ 11.61	per L.F.
6" Basis of Bid 4,000 L.F. $ 2a62	per L.F.

TOTAL LUMP SUM PRICE ITEM R:

$  260,640.00

(Numerals)

_T_wo_H_u_nd_re_d_S_ix_t_Ty_ho_us_a_nd_S_ix_H_un_d_re Fdo_rty_Do_lla_rs_a_nd_N_o_c_en_ts	

{Written)

Page 10 of 12

JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE

The cost for the electrical distribution infrastructure is to be included in the Contractor's Contract within this allowance. This includes materials and labor to install the manholes, conduits, concrete pads and all the appurtenances. Also includes provision of as-builts to the JEA, and coordination with the JEA to ensure timely installation of cable and electrical equipment. An allowance of $125,000.00 is provided for this item but all reimbursements for this item will be made to the Contractor based upon the actual cost.

The JEA will supply all manholes, conduit and marker balls for the conduit system, three phase transformer pads and street light bases. In addition, the JEA will supply and install all switch cabinets, transformers, cables and light poles. It will be the Contractor's responsibility to coordinate with the JEA for timely delivery of project materials to meet the project substantial and final completion dates.

TOTAL LUMP SUM PRICE ITEM S:

$ 125 000.00

One Hundred Thousand Dollars

(Numerals)

(Written)

TESTING

The costs for all testing associated with the construction of the project is to be included in the Contractor's Contract. This includes, but is not limited to, all LBR tests, compaction tests, asphalt coring, concrete strength tests, pond embankment density, and all other testing necessary to comply with COJ and JEA requirements and included in the Report of Geotechnical Exploration.

TOTAL LUMP SUM PRICE ITEM T:
$	74,158.91

(Numerals)

Seventy Four Thousand One Hundred Fifty Eight Dollars and Ninety One Cents (Written)

UNSUITABLE MATERIAL REMOVAL/ REPLACEMENT
(Onsite disposal of unsuitable material)	None Shown in Ph. 1C of Provided Geo Report

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This basis of bid assumes that all unsuitable material shall be disposed of onsite.
Basis of Bid Quantity:  0	C.Y.(Bank Measure)  $ 0.00   /C.Y. (Bank Measure)

TOTAL BASIS OF BID PRICE ITEM U:
$ 0.00

(Numerals)

	(Written)

LANDSCAPING

Includes all work necessa	to install the trees de icted on the Landsca e Code Plan.

TOTAL BASIS OF BID PRICE ITEM V:
$	232,393.83

(Numerals)

		ntten

Two Hundred Thirty Two Thousand Three Hundred Ninety Three Dollars and Eighty Three Cents  (W .	)

PAYMENT AND PERFORMANCE BOND

Includes cost of providing payment and performance bond in accordance with project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.1:
$	69,464.28

(Numerals)

Sixty Nine Thousand Four Hundred Sixty Four Dollars and Twenty Eight Cents (Written)

CONTRACTOR'S WARRANTY

Includes the cost of providing a Contractor's warranty in accordance with City of Jacksonville and JEA standard requirements and the project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.2:
$	11,577.38

(Numerals)

Eleven Thousand Five Hundred Seventy Seven Dollars and Thirty Eight Cents (Written)

TOTAL BASIS OF BID PRICE ITEM W:
$  81,041.66

(Numerals)

Eighty One Thousand Forty One Dollars and Sixty Six Cents (Written)

BID ALTERNATE:

X.	UNSUITABLE MATERIAL REMOVAUREPLACEMENT (Offsite Disposal of Unsuitable Material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This bid alternate assumes that all unsuitable material shall be disposed of offsite.
Basis of Bid Quantity: 1	C.Y. (Bank Measure)	$ 15-56	/C.Y. (Bank Measure)

TOTAL LUMP SUM PRICE ITEM X:

$

_1_5_.5_ 6	

(Numerals)

Fifteen Dollars and Fifty Six Cents

(Written)

Z. Basis of Bid for Remove/Replace Unsuitables Not Shown on Geo Reoport

Basis of Bid Quantity: 10,000 CY	$22.06/C.Y.
$ 220,600.00
Two Hundred Twenty Thousand Six Hundred Dollars and No Cents

Page 12 of 12

GENERAL NOTES

The Proposer shall submit a detailed construction schedule with the proposal that outlines time frames for major work items. This schedule shall demonstrate completion within the time frames specified in this Proposal.

The Proposer shall submit a graphical representation of the project earthwork (heat map). This shall show the color coded depths of excavation and fill that were used to evaluate the earthwork quantities.

The proposer shall submit the earthwork cuUfill sheets that were generated by the earthwork software used to calculate the earthwork quantities.

Standard Engineers Joint Contract Documents Committee (EJCDC) contract documents as modified by the DISTRICT will be used for the Contract and General Conditions.

The DISTRICT will provide the following survey stakeout work for the Contractor on a one time basis. The Contractor must provide all other necessary survey work.

Two Project Benchmarks
Centerline P.l.s

Where so indicated in this Proposal, lump sum prices shall be expressed (printed or typed) in words and numerals, and in the case of discrepancy between the two, the amount expressed in words shall govern.

The Contractor shallbe responsible for, and his Proposal includes, coordinating the work necessary with City of Jacksonville and JEA.

The Contractor shall be responsible for coordinating the work necessary to complete all final approvals and acceptances and acceptances as required by the DISTRICT, COJ, FDEP, SJRWMD and JEA.

The Contractor shall complete his work in a professional and workman-like manner typical of his industry. There shall be no sections or parts missing. Further, the work shall be complete and able to function for its intended use. The work must be continuous.

All storm drainage must be maintained during construction. If this does not occur, the Contractor will be responsible for any damage that may result.

Water, sewer and reuse as-builts must include elevation on all water/storm and water/sanitary crossings. Sanitary Sewer services crossings are not included.

The Contractor must comply with and include in his bid all costs associated with compliance with the Florida Trench Safety Act.

PROPOSER accepts all of the terms and conditions of the Request for Proposal and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening. PROPOSER will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) calendar days after the date of DISTRICT's Notice of Award.

In submitting this Proposal, PROPOSER represent, as more fully set forth in the Agreement, that:

PROPOSER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work.

PROPOSER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work.

PROPOSER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site which have been identified in the Contract Documents. PROPOSER acknowledges that DISTRICT and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. PROPOSER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by PROPOSER and safety precautions and programs incident thereto. PROPOSER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price andother terms and conditions of the Contract Documents.

PROPOSER has correlated the information known to PROPOSER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.

PROPOSER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that PROPOSER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to PROPOSER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

The following documents are attached to and made a condition of this Bid:

Required Bid Bond;

Certificate as to Corporate Principal;

Attachment A - PROPOSER'S Sworn Affidavit;

Attachment B - List of Proposed Subcontractors;

Attachment C - Certificate of Compliance with Florida Trench Safety Act;

Miscellaneous Proposal Requirements found in Instructions to Proposers, Section 21.

Communications concerning this Bid shall be addressed to:

The address of PROPOSER indicated below:
449 Center Street
Green Cove Springs, FL 32043

Telephone Number: (904 )291-9330
Terms used in this Bid which are defined in the General Conditions, Supplementary Conditions or Instructions will have the meanings indicated in the General Conditions, Supplementary Conditions or Instructions.

We, the Undersigned, hereby declare that no person, persons, firm, or corporation, other than the undersigned, are interested I this proposal as principals and that this Proposal is made without collusion with any person, firm, or corporation.

CORPORATE/COMPANY
Company Name: Vallencourt Construction Company, Inc.	(Seal)
By: Stan Bates	_dr{) A'\
(Name ty	r printed)
By: Mike Vallencourt II	/.9_;;;:a  """'
(Nam; typed or printed)

Address:	449 Center Street
Green Cove Springs, FL 32043
Telephone No.: ( 904) 291-9330

Fax No.: c.N.=/..A:_)	

State Contractor License Number: CUC1224016	
FederaI I.D. Tax Number: _5_9_2_4_6_9_0_5_2 	_

INDIVIDUAL
Name: N/A			
(Signature)	(Name typed or printed)	(Title)

Address:		

Telephone No.:(_)	_ Federal I.D. Tax Number: 		_

CERTIFICATE AS TO CORPORATE PRINCIPAL

Vice President
I, Mike Vallencourt 11	• certify that I am the Secretary of the Corporation named as Principal in the attached bond; that Stan Bates	who signed the said bond on behalf of the Principal, was then	Vice President		of said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in Behalf of said Corporation by authority of its governing body.

	-1
Vice President

STATE OF FLORIDA COUNTY OF <F-t. C.,
The foregoing instrument was acknowledged before me this 27th   day of February	, 2023,

Signature of Notary Public

\111..c Prc:.1d,:111	•

by Mike Vallencourt II		' a .	of Vallencourt Construction Company Inc' a 	corporation, for and on behalf of said company. Such person [ ] 1s personally known to me or [ ] produced personally known	as identification.

NOTARY STAMP:

[.f°'A"' ;E MY COMMISSION# HH050681
o • ·?:'  EXPIRES: December 2,2024
'-{ iff.f  --- Bonded ThruNotaryPublic Underwrtters

/<!-'-'- 'ti!:-..

SANDRAR. DAY

(Attach Power of Attorney to original Proposal Bond and Financial Statement of Surety Company)

END OF SECTION

ATTACHMENT A

PROPOSER'S SWORN AFFIDAVIT

TO: Boggy Branch Community Development District

At the time the proposal is submitted, the Proposer shall attach to his Bid a sworn statement.

This sworn statement shall be an affidavit in the following form, executed by an officer of the firm, association, or corporation submitting the proposal, and shall be sworn to before a person who is authorized by law to administer oaths.
STATE oF  FL	coUNTY oF  Clay	
Before me, the Undersigned authority, personally appeared
Vallencourt Construction Company Inc.
who being duly sworn, deposes and says he is _V_ice_Pr_es_id_en_t 	of	
(Title)	(Firm)

The Proposer submitting the attached proposal for the work covered by the Documents in Bid No: 19115 Southeast Quadrant Residential Phase IC , Duval County, Florida.

The affiant further states that no more than one proposal for the above-referenced project will be submitted from the individual, his firm or corporation under the same or different name, and that such Proposer has no financial interest in the firm of another proposer for the same work. That he, his firm, association or corporation has neither directly, nor indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this firm's Bid on the above-described project. Furthermore, neither firm nor any of its officers are barred from participating in public contract lettings in the State of Florida or any other state.

Vallencourt Construction Company Inc

.A;;MJ

(Proposer) By: Stan Bates
 Vice President	
(Title)

Sworn and subscribed to me this 27th
day of	February	, 2023.

Y2

Printed

Notary Public

(f 'J;_''·..:--, MY COMMISSION# HH 050681

.·., : ¾,-	SANORAR. OAY

•

;_f. .;;,_:  EXPIRES:December 2,2024

·· ?;•,l;,;.;u,<•?,:? Bonded Thru Notary PublicUndelWriters

My commission Expires:

NOTE: This form must be completed and attached to the Proposer's Bid Proposal

LIST OF PROPOSED SUBCONTRACTORS

SubContractor-No. 1

Name: Curb Systems
Description of Work: Concrete Work Percent of Contract Price:7%
Previous Experience Together >IO Years
SubContractor No. 2
Name: Sunstate Landscaping Description of Work: Landscaping/ Grassing/Irrigation Percent of Contract Price: <1%
Previous Experience Together: IO Years

Subcontractor No. 3

Name:Rogers
Description of Work: Striping/Signs Percent of Contract Price:< I%
Previous Experience Together: >5 Years

SubContractor No. 4

Name: ECS
Description of Work: Testing Percent of Contract Price: <I%
Previous Experience Together: IO Years

SubContractor No. 5

Name: Woodland Clearing Description of Work: Clearing Percent of Contract Price: <2%
Previous Experience Together: 5 Years

ATTACHMENT C

CERTIFICATE OF COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT

TO: Boggy Branch Community Development District

Trench excavations on this Project are expected to be in excess of five feet (5') deep. The Occupational Safety and Health Administration excavation safety standards, 29 CFR I 926.650 Subpart P, trench safety standards will be in effect during the period of construction of the Project.

Trench Safety	Unit	Units of	Unit	Extended	
Item
(Description)	Quantity	Measure
(LF, SY)	Cost	Cost	
Trench Box	1	LS	$5,000.00	$5,000.00	
Sloping	1	LS	$10,000.00	$10,000.00	

Undersigned acknowledges that included in the various items of its Proposal and in the Total Proposal Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of FL) effective October I, I 990, and hereby gives assurance that the Contractor or Subcontractor performing trench excavation work on the Project will comply with the applicable trench safety standards. The Proposer further identifies the costs as follows:

A.

B.

C.
TOTAL$ $15,000.00

COMPANY NAME: Vallencourt Construction Company, Inc.
BY: Stan Bates	.J()/!;l)
ITs: Vice President
DATE: 2-27-2023

NOTE: This form must be completed and attached to the Proposer's Bid Proposal

BID BOND

PENAL SUM FORM

Any singular reference to Proposer, Surety, Owner, or other party shall be considered plural where applicable.

PROPOSER (Name and Address):
Vallencourt Construction Co., Inc 449 Center Street
Green Cove Springs, FL 32043

SURETY (Name and Address of Principal Place of Business):
Travelers Casualty and Surety Company of America One Tower Square
Hartford CT 06183

OWNER (Name and Address):
Wrathell, Hunt and Associates, LLC 2300 Glades Road, Suite 41OW Suite 410W
Boca Raton, FL 33431

Phone Number: (561) 571-00 I0

Proposal
Proposal Due Date: February 21, 2023
Project (Brief Description Including Location): Southeast Quadrant Residential Phase IC

BOND
Bond Number:  Bid
Date (Not later than Proposal due date): February 22, 2023
Penal sum	Five Percent of Bid Amount
(Words)

5% of bid

{Figures)

Surety and Proposer, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative.

PROPOSER	SURETY

By:

..J/J

Vallencourt Construction Co., Inc	(Seal) Proposer's Name and Corporate Seal

Signature
(Attach P

. Theus Attorney in Fact

Attest:

By:	//,1z /1"4.;Sn1ef(
Signature and Title

Note: Above addresses are to be used for giving required notice.

EJCDC NO. C-430 (2002 Edition)	00430-1

Travelers Casualty and Surety Company of America	(Seal)

Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company

TRAVELERSJ

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Robert T Theus	of JACKSONVILLE	, Florida	, their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.

IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021.

State of Connecticut City of Hartford ss.

On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer.

IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026
Anna P. Nowik, Notary Public

This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows:

RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive
Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer·, the
Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in­ Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which ii is attached.

I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect.

Dated this 21st	day of February	, 2023

To verify the authenticity of'this Power of Attorney, please call us at 1-B00-421-3880.
Please refer to the above-named Attorney{s}-in-Factand the detailsof the bond to which this Power of Attorney is attached.

Construction Co. Inc.

LENCOUR

To:	Boggy Branch CDD
Address:	2300 Glades Rd, Suite 410W Boca Raton, FL 33431 USA	Contact:
Phone: Fax:	Keith Donnelly		
Project Name:	Seven Pines Ph. lC Updated 1-18-2023
Project Location:	Seven Pines Development, Jacksonville, FL	Bid Number:
Bid Date:	

11/18/2022		
Item#	Item Description	Estimated Quantity Unit	Unit Price	Tot.al Price	

A. Mobilization And Site Preparation
100	General Conditions	1.00 LS	$128,792.08
400	Surveying	1.00 LS	$34,478.04
700	Maintenance Of Traffic (Basic Signs)	1.00 LS	$8,33S.71
104.01	Construction Entrance	4.00 EACH	$4,207.23

$128,792.08
$34,478.04
$8,33S.71
$16,828.92

B.Clearing And Grubbing

Tot.al Price for above A. Mobilization And Site Preparation Items:	$188,434.75
============

900	Clearing (Burning On-Site)

39.00 ACRE	$6,517.20

$254,170.80

Tot.al Price for above B. Clearing And Grubbing Items:	$254,170.80
==========

C. Seeding, Mulching And Sod	
1202	Site Seed and Mulch	22,555.00 SY	$0.41	$9,247.55	
1203	Pond Sod	9,955.00 SY	$2.37	$23,593.35	
1205	Right Of Way Sod	2,030.00 SY	$2.37	$4,811.10	
1206	Right of Way Seed and Mulch	22,060.00 SY	$0.41	$9,044.60	
1201	Slope Sod	12,103.00 SY	$2.37	$28,684.11	
Tot.al Price for above C. Seeding, Mulching And Sod Items:	$75,380.71
==========	
D. Erosion And Sediment Control			
601.01	Silt Fence Type III (Regular) - COJ Project	11,845.00 LF	$1.85	$21,913.25	
608	Inlet Protection	65.00 EACH	$173.66	$11,287.90	
Tot.al Price for above D. Erosion And Sediment Control Items:		$33,201.15	

E. Stormwater Pollution Prevention Plan	
300	NPDES Permit Compliance	15.00 MO	$1,233.29	$18,499.35	
303	Maintain Silt Fence	11,845.00 LF	$1.16	$13,740.20	
304	NPDES Reporting	15.00 MO	$787.26	$11,808.90	
Total Price for above E. Stormwater Pollution Prevention Plan Items:	$44,048.45

Stormwater Management Facility (SMF) Construction
1000	Pond Excavation	133,675.00 CY	$2.48	$331,514.00	
1001	Dewater for Pond	133,675.00 CY	$0.41	$54,806.75	
Tot.al Price for above F. Stonnwater Management Facility (SMF} Construction Items:	$386,320.75

Roadway And Alley Earthwork
1109	Place & Compact Fill (Roadways)

21,474.00 CY

==========

$1.75	$37,579.50

Total Price for above G. Roadway And Alley Earthwork Items:	$37,579.50
================
Lot Fill, Compaction, Seeding And Testing
1104	Strip Topsoil	38,173.00	CT	$3.57	$136,277.61	
1105	Bury Strippings In Pond Slopes And Open Space	38,173.00	CT	$5.14	$196,209.22	
1108	Site Cut	8,841.00	CT	$3.37	$29,794.17	
1109	Place & Compact (Lot Fill)	99,731.00	CT	$1.26	$125,661.06	
1115	Fine Grade Building Lots	94,377.00	SY	$0.58	$54,738.66	
1118	Final Dressout	37,977.00	SY	$0.60	$22,786.20	
1119	Dress Behind Electric Contractor	1.00	LS	$8,186.30	$8,186.30	
1207	Seed and Mulch Lots	93,009.00	SY	$0.41	$38,133.69	
1117	Fine Grade lA Mass Grade Area	27,445.00	SY	$0.89	$24,426.05	
1112	Excess Material Credit	1.00	LS	($25,000.00)	($25,000.00)	
Total Price for above H. Lot Fill, Compaction, Seeding And Testing Items:	$611,212.96
===============
Roadway Construction
1300	Subsoil Stabilization-Roadway	24,930.00	SY	$10.40	$259,272.00	
1302	Subgrade for Sidewalk	4,410.00	SY	$3.92	$17,287.20	
1402	6" Limerock - Roadway	21,165.00	SY	$17.72	$375,043.80	
1700	Striping (Signs Provided By Owner)	1.00	LS	$5,706.49	$5,706.49	
1804	18" Miami Curb & Gutter	5,355.00	LF	$13.65	$73,095.75	
1805	18" City Std. Curb & Gutter	8,345.00	LF	$16.17	$134,938.65	
1809	24" Valley Gutter	3,235.00	LF	$28.52	$92,262.20	
2002	6' Sidewalk	39,680.00	SF	$5.22	$207,129.60	
2005	A.D.A. Handicap Ramps	38.00	EACH	$289.43	$10,998.34	
2006	A.D.A. Mats	480.00	SF	$43.99	$21,115.20	
1503	l" Asphalt Pavement SP 12.5 (1st Lift-Roadway)	21,165.00	SY	$9.89	$209,321.85	
1502	3/4" Asphalt Pavement SP 9.5 (2nd Lift-Roadway)	21,165.00	SY	$7.62	$161,277.30	
1517	Prime Limerock - Roadway	21,165.00	SY	$0.58	$12,275.70	
1518	Tack Coat - Roadway	21,165.00	SY	$0.58	$12,275.70	

Alley Construction

Total Price for above I. Roadway Construction Items:	$1,591,999.78
==========

1807	12" Ribbon Curb	5,365.00  LF	$18.87	$101,237.55	
1402	6" Limerock - Alley	2,980.00  SY	$19.11	$56,947.80	
1300	Subsoil Stabilization-Alley	3,575.00  SY	$10.40	$37,180.00	
1503	1" Asphalt Pavement SP 12.5 (1st Lift-Alleys)	2,980.00 SY	$10.06	$29,978.80	
1502	3/4" Asphalt Pavement SP 9.5 (2nd Lift-Alleys)	2,980.00 SY	$7.86	$23,422.80	
1517	Prime Limerock - Alley	2,980.00  SY	$0.58	$1,728.40	
1518	Tack Coat· Aley	2,980.00 SY	$0.58	$1,728.40	
Total Price for above J. Alley Construction Items:	$252,223.75
==========	
K. Storm Drainage System			
3003	Dewater Storm Drain	3,361.00	LF	$16.66	$55,994.26	
3012	Type "C" Inlet 0-6' Deep	1.00	EACH	$2,787.94	$2,787.94	
3019	Type "E" Inlet 0-6' Deep	5.00	EACH	$3,838.62	$19,193.10	
3020	Type "E" Inlet 6-8' Deep	2.00	EACH	$5,565.04	$11,130.08	
3021	Type "E" Inlet 8-10' Deep	1.00	EACH	$6,977.28	$6,977.28	
3022	Type "E" Inlet 10-12' Deep	2.00	EACH	$13,233.67	$26,467.34	
3026	Curb Inlet 0-6' Deep	15.00	EACH	$3,529.87	$52,948.05	
3027	Curb Inlet 6-8' Deep	3.00	EACH	$8,793.84	$26,381.52	
3028	Curb Inlet 8-10' Deep	5.00	EACH	$7,159.79	$35,798.95	
3029	Curb Inlet 10-12' Deep	2.00	EACH	$18,001.72	$36,003.44	
3030	Curb Inlet 12-14' Deep	2.00	EACH	$21,353.99	$42,707.98	

!Item#
3040	
Item Description
Dbl. Curb Inlet 0-6' Deep	
Estimated Quantity
3.00	
Unit
EACH	
Unit Price	
$6,528.61	Total Price !
$19,585.83	
3042	Dbl. Curb Inlet 8-10' Deep	1.00	EACH	$11,249.14	$11,249.14	
3043	Dbl. Curb Inlet 10-12' Deep	1.00	EACH	$13,848.46	$13,848.46	
3061	Storm Manhole 0-6' Deep	2.00	EACH	$5,222.52	$10,445.04	
3062	Storm Manhole 6-8' Deep	3.00	EACH	$4,233.14	$12,699.42	
3063	Storm Manhole 8-10' Deep	1.00	EACH	$5,070.72	$5,070.72	
3064	Storm Manhole 10-12' Deep	1.00	EACH	$10,262.46	$10,262.46	
3065	Storm Manhole 12-14' Deep	1.00	EACH	$20,741.79	$20,741.79	
3064	Storm Manhole 10-12' Deep With C Riser	1.00	EACH	$19,226.83	$19,226.83	
3065	Storm Manhole 12-14' Deep With E Riser	1.00	EACH	$20,741.79	$20,741.79	
3075	Storm Top Adjustments	47.00	EACH	$556.00	$26,132.00	
3076	Storm Inverts	58.00	EACH	$877.90	$50,918.20	
3077	Underdrain Stubs from Inlets	1,320.00	LF	$39.85	$52,602.00	
3085	15" Mitered End Section	1.00	EACH	$1,427.31	$1,427.31	
3086	24" Mitered End Section	1.00	EACH	$1,854.87	$1,854.87	
3087	30" Mitered End Section	1.00	EACH	$2,330.86	$2,330.86	
3088	36" Mitered End Section	2.00	EACH	$2,783.12	$5,566.24	
3091.1	54" Index 272 Mitered End Section	1.00	EACH	$14,882.56	$14,882.56	
3118	15" HP 0-6' Deep	161.00	LF	$69.51	$11,191.11	
3122	18" HP 0-6' Deep	140.00	LF	$84.06	$11,768.40	
3134	36" HP 0-6' Deep	78.00	LF	$148.82	$11,607.96	
3184	15" RCP 0-6' Deep	663.00	LF	$94.47	$62,633.61	
3186	15" RCP 8-10' Deep	97.00	LF	$82.80	$8,031.60	
3191	18" RCP 0-6' Deep	510.00	LF	$105.77	$53,942.70	
3192	18" RCP 6-8' Deep	327.00	LF	$107.95	$35,299.65	
3193	18" RCP 8-10' Deep	26.00	LF	$140.64	$3,656.64	
3198	24" RCP 0-6' Deep	44.00	LF	$131.84	$5,800.96	
3199	24" RCP 6-8' Deep	640.00	LF	$137.15	$87,776.00	
3201	24" RCP 10-12' Deep	233.00	LF	$138.90	$32,363.70	
3207	30" RCP 8-10' Deep	43.00	LF	$207.58	$8,925.94	
3208	30" RCP 10-12' Deep	56.00	LF	$220.78	$12,363.68	
3214	36" RCP 8-10' Deep	215.00	LF	$241.18	$51,853.70	
3215	36" RCP 10-12' Deep	75.00	LF	$243.55	$18,266.25	
3220	42" RCP 6-8' Deep	211.00	LF	$301.72	$63,662.92	
3222	42" RCP 10-12' Deep	454.00	LF	$335.48	$152,307.92	
3236	54" RCP 10-12' Deep	144.00	LF	$447.33	$64,415.52	
3237	54" RCP 12-14' Deep	434.00	LF	$452.12	$196,220.08	
3239	60" RCP 10-12' Deep	406.00	LF	$575.65	$233,713.90	
3260	24" RCP Plug	1.00	EACH	$1,179.49	$1,179.49	
3261	60" RCP Plug	1.00	EACH	$2,885.54	$2,885.54	
3279	Punch Out Storm Drain	4,957.00	LF	$2.44	$12,095.08	
3280	1V Storm Drain	4,957.00	LF	$4.63	$22,950.91	

Roadway Underdrain

Total Price for above K, Storm Drainage System Items:	$1,780,888.72
==========

3263	Roadway Underdrain (Basis Of Bid)	1,500.00 LF
Total Price for above L. Roadway Underdrain Items:

$35.64	$53,460.00
$53,460.00

Paving And Drainage As-Builts

==========

500	As Builts-Paving And Drainage

1.00 LS	$11,903.13

$11,903.13

Total Price for above M. Paving And Drainage As·Builts Items:	$11,903.13
==========
JEA Water Distribution System

l1tem#	Item Description	Estimated Quantity	Unit	Unit Price	Total Price I	
7012	12" DR18 PVC Water Main	1,870.00	LF	$84.90	$158,763.00	
7014	8" DI Water Main	20.00	LF	$80.90	$1,618.00	
7014	8" DR18 PVC Water Main	4,275.00	LF	$46.52	$198,873.00	
7015	6" DR18 PVC Water Main	120.00	LF	$40.92	$4,910.40	
7016	4" DR18 PVC Water Main	1,155.00	LF	$18.29	$21,124.95	
7017	2" Water Main	400.00	LF	$10.95	$4,380.00	
7021	12"Joint Restraints	46.00	EACH	$405.54	$18,654.84	
7023	8" Joint Restraints	104.00	EACH	$241.31	$25,096.24	
7025	4" Joint Restraints	10.00	EACH	$149.62	$1,496.20	
7089	12" Sleeve	2.00	EACH	$2,918.32	$5,836.64	
7091	8" Sleeve	5.00	EACH	$1,528.64	$7,643.20	
7095	12" Gate Valve	4.00	EACH	$5,181.42	$20,725.68	
7097	8" Gate Valve	25.00	EACH	$2,642.42	$66,060.50	
7098	6" Gate Valve	10.00	EACH	$1,703.27	$17,032.70	
7099	4" Gate Valve	2.00	EACH	$1,336.01	$2,672.02	
7101	Sample Point	12.00	EACH	$354.95	$4,259.40	
7102	Locate Wire Box	16.00	EACH	$475.58	$7,609.28	
7104	Valve Box Installation	41.00	EACH	$461.93	$18,939.13	
7105	Flushing Hydrant	13.00	EACH	$2,279.02	$29,627.26	
7106	Fire Hydrant	10.00	EACH	$4,873.65	$48,736.50	
7116	12 x 12" Tee	1.00	EACH	$1,940.00	$1,940.00	
7118	12 x 8" Tee	3.00	EACH	$1,529.93	$4,589.79	
7119	12 x 6"Tee	2.00	EACH	$1,312.84	$2,625.68	
7120	12 x 4" Tee	2.00	EACH	$1,269.19	$2,538.38	
7132	8 x 8"Tee	10.00	EACH	$1,009.05	$10,090.50	
7133	8 X 6"Tee	8.00	EACH	$814.71	$6,517.68	
7154	6" 90 Bend	6.00	EACH	$502.45	$3,014.70	
7155	4" 90 Bend	1.00	EACH	$393.18	$393.18	
7157	12" 45 Bend	10.00	EACH	$1,160.49	$11,604.90	
7159	8" 45 Bend	15.00	EACH	$633.46	$9,501.90	
7161	4" 45 Bend	2.00	EACH	$377.29	$754.58	
7163	12" 22.5 Bend	1.00	EACH	$1,110.65	$1,110.65	
7165	8" 22.5 Bend	5.00	EACH	$629.12	$3,145.60	
7167	4" 22.5 Bend	2.00	EACH	$372.96	$745.92	
7169	12" 11.25 Bend	15.00	EACH	$1,088.99	$16,334.85	
7171	8" 11.25 Bend	2.00	EACH	$612.51	$1,225.02	
7173	4" 11.25 Bend	1.00	EACH	$370.07	$370.07	
7181	12x8" Reducer	1.00	EACH	$855.07	$855.07	
7188	8x4" Reducer	4.00	EACH	$465.12	$1,860.48	
7192	12" Cap	2.00	EACH	$635.48	$1,270.96	
7194	8"Cap	7.00	EACH	$387.50	$2,712.50	
7196	4" Cap	4.00	EACH	$233.96	$935.84	
7218	8" Conflict	1.00	EACH	$6,819.90	$6,819.90	
7220	4" Conflict	1.00	EACH	$3,350.99	$3,350.99	
7238	1" Single Water Service	76.00	EACH	$997.52	$75,811.52	
7239	2" Double Water Service	38.00	EACH	$2,193.04	$83,335.52	
7246	Punch Out for Water Main	7,840.00	LF	$2.71	$21,246.40	
7248	Flushing & BT's for Water Main	7,840.00	LF	$1.22	$9,564.80	
7249	Locate Wire Test For Water Main	7,840.00	LF	$0.53	$4,155.20	
7250	Pressure Test for Water Main	7,840.00	LF	$2.71	$21,246.40	
Total Price for above N. JEA Water Distribution System Items:	$973,727.92

JEA Gravity Sanitary Sewer System
4003	Dewater Gravity Sewer	3,665.00 LF	$16.64	$60,985.60

l1tem #	
Item Description	
Estimated Quantity  Unit	
Unit Price	Total Price I	
4004	Drop Bowl Assmbly	4.00 EACH	$2,014.27	$8,057.08	
4014	Type A Manhole 0-6' Deep	19.00 EACH	$4,320.68	$82,092.92	
4015	Type A Manhole 6-8' deep	10.00 EACH	$5,199.23	$51,992.30	
4016	Type A Manhole 8-10' deep	2.00 EACH	$6,070.11	$12,140.22	
4017	Type A Manhole 10-12' deep	2.00 EACH	$7,370.56	$14,741.12	
4018	Type A Manhole 12-14' deep	3.00 EACH	$8,442.23	$25,326.69	
4026	Type B Manhole 8-10' deep	2.00 EACH	$6,331.40	$12,662.80	
4028	Type B Manhole 12-14' deep	2.00 EACH	$8,288.49	$16,576.98	
4068	Manhole Top Out	40.00 EACH	$389.36	$15,574.40	
4069	Pour Inverts	40.00 EACH	$358.86	$14,354.40	
4111	8" 5DR 26 Sewer Main 0-6' Deep	2,375.00 LF	$41.60	$98,800.00	
4112	8" SDR 26 Sewer Main 6-8' Deep	1,930.00 LF	$46.31	$89,378.30	
4113	8" SDR 26 Sewer Main 8-10' Deep	901.00 LF	$50.92	$45,878.92	
4114	8" SDR 26 Sewer Main 10-12' Deep	382.00 LF	$60.65	$23,168.30	
4115	8" 5DR 26 Sewer Main 12-14' Deep	452.00 LF	$68.43	$30,930.36	
4143.1	6" & 8" Boots for Manholes Maintained by JEA (316 S.S. BANDS)	96.00 EACH	$109.99	$10,559.04	
4144	Punch Out Sewer	6,040.00 LF	$2.44	$14,737.60	
4145	Sewer Services	130.00 EACH	$1,296.56	$168,552.80	
4146	TV Test Sewer Main	6,040.00 LF	$4.63	$27,965.20	
Total Price for above 0. JEA Gravity Sanitary Sewer System Items:	$824,475.03

JEA Reclaimed Water Distribution System
9012	12" DR18 PVC Reuse Main	1,500.00	LF	$84.90	$127,350.00	
9014	8" DI Reuse Main	20.00	LF	$111.33	$2,226.60	
9014	8" DR18 PVC Reuse Main	3,110.00	LF	$42.97	$133,636.70	
9016	4" DR18 PVC Reuse Main	1,430.00	LF	$18.29	$26,154.70	
9017	2" SCH 40 PVC Reuse Main	520.00	LF	$11.57	$6,016.40	
9021	12" Joint Restraints	55.00	EACH	$405.54	$22,304.70	
9023	8" Joint Restraints	88.00	EACH	$241.31	$21,235.28	
9025	4" Joint Restraints	12.00	EACH	$135.42	$1,625.04	
9089	12" Sleeve	1.00	EACH	$2,918.32	$2,918.32	
9091	8" Sleeve	2.00	EACH	$1,528.64	$3,057.28	
9093	4" Sleeve	2.00	EACH	$1,298.08	$2,596.16	
9095	12" Gate Valve	4.00	EACH	$5,181.42	$20,725.68	
9097	8" Gate Valve	15.00	EACH	$2,642.42	$39,636.30	
9099	4" Gate Valve	2.00	EACH	$1,336.01	$2,672.02	
9100.1	Flushing Hydrant	9.00	EACH	$2,319.76	$20,877.84	
9101	Locate Wire Box	13.00	EACH	$326.51	$4,244.63	
9103	Valve Box Installation	21.00	EACH	$461.93	$9,700.53	
9112	12 x 12" Tee	1.00	EACH	$1,940.00	$1,940.00	
9114	12 x 8" Tee	2.00	EACH	$1,529.93	$3,059.86	
9128	8 x 8"Tee	4.00	EACH	$1,009.05	$4,036.20	
9130	8 x 4"Tee	3.00	EACH	$765.62	$2,296.86	
9151	4" 90 Bend	1.00	EACH	$393.18	$393.18	
9153	12" 45 Bend	6.00	EACH	$1,160.49	$6,962.94	
9155	8" 45 Bend	12.00	EACH	$633.46	$7,601.52	
9157	4" 45 Bend	1.00	EACH	$377.29	$377.29	
9161	8" 22.5 Bend	2.00	EACH	$629.12	$1,258.24	
9163	4" 22.5 Bend	2.00	EACH	$372.96	$745.92	
9165	12" 11.25 Bend	14.00	EACH	$1,088.99	$15,245.86	
9167	8" 11.25 Bend	2.00	EACH	$612.51	$1,225.02	
9169	4" 11.25 Bend	4.00	EACH	$370.07	$1,480.28	
9177	12x8" Reducer	1.00	EACH	$855.07	$855.07	

!Item#
9184	Item Description
8x4" Reducer	Estimated Quantity Unit
3.00 EACH	Unit Price	
$465.12	Total Price !
$1,395.36	
9188	12" Cap	1.00 EACH	$635.48	$635.48	
9190	8" Cap	3.00 EACH	$387.50	$1,162.50	
9192	4" Cap	5.00 EACH	$233.96	$1,169.80	
9212	12" Conflict	1.00 EACH	$9,850.13	$9,850.13	
9214	8" Conflict	8.00 EACH	$6,819.90	$54,559.20	
9234	l" Single Water Service	97.00 EACH	$992.04	$96,227.88	
9235	2" Double Water Service	18.00 EACH	$2,194.22	$39,495.96	
9239	Punch Out for Reuse Main	6,580.00 LF	$2.44	$16,055.20	
9240	Flushing for Reuse Main	6,580.00 LF	$1.22	$8,027.60	
9241	Locate Wire Test For Reuse Main	6,580.00 LF	$0.53	$3,487.40	
9242	Pressure Test for Reuse Main	6,580.00 LF	$2.71	$17,831.80	
Total Price for above P. JEA Redaimed Water Distribution System Items:	$744,354.73
==========

Q,Water, Sewer, And Reclaim Systems As-Builts
500	As Builts-Utilities	1.00 LS	$17,725.39
Total Price for above Q, Water, Sewer, And Reclaim Systems As-Builts Items:

$17,725.39
$17,725.39

Irrigation Sleeves And Electrical/Telephone/CATVConduit

==========

11001.02	Irrigation Sleeves, 2"	3,000.00 LF	$10.59	$31,770.00	
11001.03	Irrigation Sleeves, 3"	3,000.00 LF	$14.65	$43,950.00	
11001.04	Irrigation Sleeves, 4"	4,000.00 LF	$17.61	$70,440.00	
11001.06	Irrigation Sleeves, 6"	4,000.00 LF	$28.62	$114,480.00	

Total Price for above R. Irrigation Sleeves And Electrical/Telephone/CATV Conduit Items:

JEA Electrical Infrastructure

$260,640.00
==========

10000	Electrictrical Allowance	1.00 LS	$125,000.00
Total Price for above s. JEA Electrical Infrastructure Items:

$125,000.00
$125,000.00

Testing
1110	Earthwork Density Testing	1.00 LS	$74,158.91
Total Price for above T. Testing Items:

$74,158.91
$74,158.91

Unsuitable Material Removal/Replacement

==========

1113	Remove Unsuitables (None Shown In Bid Geotech Reports)	0.00 CT	$0.00	$0.00	
1114	Replace Unsuitables (None Shown In Bid Geotech Reports)	0.00 CT	$0.00	$0.00	
Total Price for above U. Unsuitable Material Removal/Replacement Items:	$0.00
==========	
V. Landscaping			
13000	Landscaping (Allowance-Common Area Tree Install Only	1.00 LS	$144,361.19	$144,361.19	
	No Irrigation)				
13000	Landscaping (Allowance-Lot Area Tree Install Only No Irrigation)	1.00 LS	$88,032.64	$88,032.64	
Total Price for above V. Landscaping Items:	$232,393.83

W. Bonding/Warranty
202	Warranty Bond
201	Payment & Performance Bonds

1.00 LS
1.00 LS

$11,577.38
$69,464.28

$11,577.38
$69,464.28

Total Price for above W. Bonding/Warranty Items:	$81,041.66
==========

Total Bid Price:	$8,654,341.92
Offsite Disposal Of Unsuitable Material

1113	Offsite Disposal Of Unsuitable Material	1.00 CY
Total Price for above Items:

$15.56	$15.56
$15.56

Total Price for above 01. Offsite Disposal Of Unsuitable Material Items:

Unsuitable Allowance For Unsuitables Not Shown On Geo Report

$15.56
===========

1113	Remove Unsuitables	10,000.00 CY	$14.96	$149,600.00	
1114	Replace Unsuitables	10,000.00 CY	$7.10	$71,000.00	
Total Price for above Items:	$220,600.00

Total Price for above 02. Unsuitable Allowance For Unsuitables Not Shown On Geo Report Items:	$220,600.00
===========

Notes:
The above price excludes Landscaping & Irrigation
The above price excludes Sunday Work
The above price is based on the owner providing horizontal and vertical site control
The above price excludes any proposed fence
The above price is based on geotechnical report showing unsuitables via test pits, report dated 7/26/2019
The above price is based on the plans titled Southeast Quadrant Residential Phases 1C plotted January 24, 2023 at 12:41PM by Kevin Jeter
The above price for landscaping excludes any landscaping in front of or adjacent to any lots.
The above price includes pricing for Ductile Iron Pipe which has a lead time of 6-8 months.
Payment Terms:
Payment due within 30 days of date of invoice, regardless of when payment is made by Owner.

Authorized Signature:
Estimator:	Harley Moreland
(904) 291-9330 harteym@vallencourt.com

CONFIRMED:
Vallencourt Construction Company, Inc.

ACCEPTED:
The above prices, specifications and conditions are satisfactory and hereby accepted.
Buyer: Signature:
Date of Acceptance:

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
ORGANIZATION INFORMATION OF PROPOSER
SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C
DATE SUBMITTED:	February 27th	, 2023

Proposer Vallencourt Construction Company, Inc
(Company Name)

/_/ A Individual
/_/ A Partnership
/_/ A Limited Liability Company
I'!} A Corporation
/_/ A Subsidiary Corporation

Proposer's Parent Company Name (if applicable) _N_/_A		_

Proposer's Parent Company Address (if applicable)
Street Address _N_/_A	
P.O. Box (if any) 	

City 	 State 	Zip Code 		_

Telephone 	Fax No. 	

1s1Contact Name 	 Title 	

2nd Contact Name 	Title 	

Proposer Company Address (if different) Street Address 449 Center Street
P.O. Box (if any) 	

city Green Cove Springs

State _F_L	

Zip Code 32043

Telephone (904)291-9330	Fax No. _N_/A	
1sC1ontact Name -St-an-B-ate-s------- Title Vice President
2ndContact Name Marcus Mclnarnay	Title President

List the location of Proposer's office that would perform Boggy Branch Community Development District work.
Street Address 449 Center Street

P.O. Box (if any) 	 _

City Green Cove Springs

State _F_L	

Zip Code 32043

Telephone (904)291-9330	Fax No. _N_/_A	
1sC1ontact Name-St-an-B-ate-s-------Title Vice President
2ndContact Name Marcus Mclnarnay	Title President

Is the Proposer incorporated in the State of Florida? Yes W No U
If yes, provide the following:

Is the Company in good standing with the Florida Department of State, Division of Corporations? YesW NoLJ
If no, please explain 	

Date Incorporated _1_0_-_8_-1_9_9_4		Charter No. 59-2469052

If no, provide the following:
The state in which the Proposer company is incorporated 	_ Isthe company in good standing with the state? Yes U No U
If no, please explain 	

Date incorporated 	 Charter No. 	

Is the Proposer company a registered or licensed contractor with the State of Florida? Yes W No U
If yes, provide the following:

Type of registration (i.e. certified general contractor, certified electrical contractor, etc.)
General Contractor/Underground Utility

License No. CGC1521232/CUC1224016

Expiration Date 8-31-2024

Qualifying Individual _S_t_a_n_B_a_t_e_s	Title Vice President

Lr.st

company("res)

currenti y qua1,-f,·ed

und er thr·s 1t.cense Vallencourt Construction Company I_nc.

Is the Proposer company a registered or licensed Contractor with Duval County? Yes QL) No U
Has the Proposer company performed work for a community development district previously? Yes
U NoU
If yes, descn.be: Vallencourt Construction has completed several projects for multiple commu_nity
development districts throughout North East Florida.

Name of Proposer,s 8ond"mgC ompany Travelers Casualty and Surety Company of Americ_a
Address 1 Tower Sq. 2MS, Hartford, CT, 06183-0001

Ron Desantis, Governor

Melanise .Griffin, Secredta	O r

STATE OF FLORIDA

'

I

I	j

I
!
I

- .-...  -.,;..J..J;;... -
EXPIRATION DATE: AUGUST 31, 2024

Always verify licenses online at MyFloridalicense.com

Do not alter this document in any form.

This is your license. It is unlawful for anyone other than the licensee to use this document.

Approved Bonding Capacities:	Aggregate Limit	$ 300,000,000.00	
	Single Project Limit	$ 100,000,000.00	
	Total Current Contracts Bonded	$ 38,000,000.00	

Name of Proposer's Bonding Agency _c_ea_·,_w_. P_o_we_ll_an_d_C_om_p_an_y	

Address 219 Newnan St. jacksonville, FL 32203

Contact Name _An_n_e_ue_E_va_ns		Telephone _(9_04_)2_56_-o_o_s2	_

List the Proper's total annual dollar value of work completed for each of the last three (3) years starting with the latest year and ending with the most current year (12) 2021-s1s1,102,315
(13) 2020-S117,750,289	, (14) 2019-S118,788,087

What are the Proposers' company's current insurance limits? General Liability	$ _1_.o_oo_.0_00_.o_o
Automobile Liability	 $ _1_.0_00_,o_oo_.o_o		 Workers Compensation	$ _1_.0_00_,o_oo_.o_o		 Expiration Date	 _1_212_9_12_02_a	

Has the Proposer company been cited by OSHA for any job site or company office/ shop safety violations in the past two years? Yes U No
If yes, please describe each violation fine, and resolution 	

What is the Proposer's current worker compensation rating? _.G_s	

Has the Proposer experienced any worker injuries resulting in a worker losing more than ten (10) working days as a result of the injury in the past two (2) years? Yes U No (20
If yes, please describe the incident: 	

Please state whether or not your company or any of its affiliates are presently barred or suspended from bidding or contracting on any state, local, or federal-aid contracts in any state(s)? Yes U No W
If so, state the name(s) of the company(ies) 	

The state(s) where barred or suspended 	

State the period(s) of debarment or suspension 	

INDIVIDUAL'S NAME	PRESENT POSITION OROFACE	MAGNITUDE AND TYPE OF WORK	YEARS OF CONSTRUCTION
EXPERIENCE	YEARS WITH ARM	IN WHAT CAPACITY?	
Stan Bates	Vice President	Project Manager	20+	10+	
Project ManagemenWP	
Jason Gambrell	General Superintendent	Field Management	20+	15+	
Field Management	
Jon Carlin	Project Superintendent	Field Management	20+	15+	
Field Management	

What is the construction experience of the proposed superintendent and project manager?

Have you ever failed to complete any work awarded to you? Yes U No (x)

VALLCON-01	7'1LLEN

	DATE (MMIOD/YYYY)
12/29/2022	
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.	
IMPORTANT:  If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsementlsl.	
PRODUCER
Cecil W. Powell & Company 219 N. Newnan Street Jacksonville, FL 32202	SQt!! CT Maggie Keaton, AIC, ARM, CIC	
	rt8,NJo, Ext): (904) 353-3181	Irtt Nol:{904) 353-5722
ll _:;-	
	mkeaton@cwpowellins.com	
	INSURER'S' AFFORDING COVERAGE	NAJC#	
	INSURER A ,Zurich American Ins Co	16535	
INSURED
Vallencourt Construction Co. Inc. 449 Center Street
Green Cove Springs, FL 32043	INSURER B: Harlevsville Mut Ins Co		
	INSURER c: Endurance Am Soeclaltv Ins Co		
	INSURER D:		
	INSURER E:		
	INSURER F:		

ACORD'	CERTIFICATE OF LIABILITY INSURANCE	I

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BYPAID CLAIMS.	
11Hjf	TYPE OF INSURANCE	, .\>.P.!-	H.	POLICY NUMBER	POLICYFF,
1	,!:2\- 9.U .	LIMITS	
A

R	X	COMMERCIAL GENERAL LIABILITY						EACH OCCURRENCE	s	1,000,000	
		0 CLAIMS-MADE 00OCCUR			GL02927078	1/1/2023	7/1/2023			
								!:/ :: U9r  ---·	$	1,000,000	
								MEO EXP1Anv one nersonl	10,000	
								PERSONAL & ADV INJURY	1,000,000	
	GEN'L AGGREGATE LIMIT APPLIES PER:						GENERAL AGGREGATE	s	2,000,000	
							PRODUCTS• COMP/OP AGG	2,000,000	
	POLICY [Kl f& []] LOC								
							EBL Aggregate	$	1,000,000	
	OTHER:								
A	AUTOMOBILE LIABILITY			
BAP2927079	
1/1/2023	
7/1/2023	-OMBl\l- 1)- INGLELIMIT
BODILYINJURY•Per nersonl	s		2,000,000
s	
	·-
- X
-
-	ANYAUTO								
		OWNED AUTOS ONLY
lf-fcl'sONLY	·-	SCHEDULEO								
			-
-	AUTOS
BrS§1ii1						BODILYINJURY 1Peraccident\  S	
										Ffc9 i i.1RAMAGE	s	
											s	
B	x	UMBRELLA LIAB	OCCUR EXCESS LIAB		CLAIMS-MADE			
EMR0000017700	
1/1/2023	
7/1/2023	EACH OCCURRENCE	s	2,000,000	
								AGGREGATE	s	2,000,000	
		OED I	I RETENTION s								
A	WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY	Y/N
!AlN.YfPfROPiRIElTOR/PARTNER/EXECUTIVE []]
EXCLUDED?
ff yes, describe under
DESCRIPTION OFOPERATIONS below						xlm\,m" I I 2 H-		
		
NIA		IWC2927077	1/1/2023	7/1/2023	E.L EACH ACCIDENT	1,000,000	
							E.L DISEASE -EAEMPLOYE'	1,000,000	
							E.L. DISEASE · POLICY LIMIT	$	1,000,000	
C	Pollution Liability			PNV10015113802	1/1/2023	7/1/2024	Each Claim/Aggregate	2,000,000	
C	Professional Liabili			PNV10015113802	1/1/2023	7/1/2024	Each Claim/Aggregate	2,000,000	
DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES (ACORD 101, Addltlon•I Rem•Jis• Schtdult, may be atblchedIf more$paceIsrequired) Project: Work performed by VallencDurt Construction Co.,Inc.	

COVERAGES	CERTIFICATE NUMBER·	REVISION NUMBER·

CERTIFICATE HOLDER	CANCELLATION	

For Information or Bid Purposes Only

I	SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.	
	AUTHORIZED REPRESENTATIVE
7	
ACORD 25 (2016/03)	© 1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD

If so, where and why? 	

Has any officer or partner of your organization ever been an officer, partner, or owner of some other organization that has failed to complete a construction contract? Yes U No
If so, state name of individual, other organization and reason therefore 	

List any and all litigation to which the organization has been a party in the last five (5) years.
N/A

Has organization or any of its affiliates ever been either disqualified or denied prequalification status by a governmental entity? Yes U No (29
If so, discuss the circumstances surrounding such denial or disqualification as well as the date thereof.

Within the past five (5) years, has organization failed to complete a project within the scheduled contract time? Yes U No W
If so, discuss the circumstances surrounding such failure to complete a project on time as well as the date thereof.

List all projects currently under contract, with a remaining contract amount of over $100,000.00 (excluding retainage) and with an expected remaining contract duration in excess of 120 days (to substantial completion).
See Exhibit D

Identify all subcontractors Contractor intends on utilizing for the project and describe the portion and percentage of work to be performed by each subcontractor.
See list of proposed Subcontractors.

[Remainder of Page Left Intentionally Blank]

LIST OF PROPOSED SUBCONTRACTORS

Subcontractor -No. 1

Name: Curb Systems
Description of Work:Concrete Work Percent of Contract Price:7%
Previous Experience Together >IO Years
SubContractor No. 2
Name: Sunstate Landscaping Description of Work: Landscaping/ Grassing/Irrigation Percent of Contract Price: <1%
Previous Experience Together: IO Years

SubContractor No. 3

Name:Rogers
Description of Work: Striping/Signs Percent of Contract Price:< I%
Previous Experience Together: >5 Years

Subcontractor No. 4

Name: ECS
Description of Work: Testing Percent of Contract Price: <I%
Previous Experience Together: IO Years

Subcontractor No. 5

Name: Woodland Clearing Description of Work: Clearing Percent of Contract Price: <2%
Previous Experience Together: 5 Years

Work In Progress - rev. 7/12/22	

Job No	

Job Description	

Contract Amount	
%
Complete	
201853	Reynolds Park Access Rd.	4,630,053.59	100%	
201935	Carter Landing Phase la+lb	3,340,555.23	97%	
201937	Three Rivers 1 2 & 4	16,860,902.10	100%	
201960	Three Rivers County Parks	1,743,142.17	100%	
202003	RiverTown Watersong AC	1,031,349.97	100%	
202015	Wheelhouse 2 Utility & Roads	943,779.96	100%	
202047	Monterey Pines 3B	4,949,888.28	100%	
202050	SW Quadrant	3,002,603.12	94%	
202051	E Peyton Pkwy & Durbin Loop Rd	34,973,075.22	64%	
202052	Rolling Hills Phase 1	4,601,404.38	68%	
202055	Wells Creek Phase 3 Mass Grade	6,032,195.98	100%	
202060	E Town Commercial North	3,131,722.04	96%	
202061	Durbin Creek Crossing - Ascend	3,979,136.17	83%	
202062	Carter Landing Phase 2	1,315,955.49	100%	
202063	TC West Town Homes	2,179,497.97	94%	
202064	TC West Duplex	1,833,081.55	100%	
202071	River Landing at 20 Mile	10,668,521.06	93%	
202072	Imeson E - Tl Amazon Fndtn	1,247,041.79	100%	
202102	Stillwood Pines Blvd	11,278,820.96	75%	
202104	Seven Pines lA	9,686,343.37	92%	
202105	E-Town Parcel E7c Phase l	2,494,830.99	88%	
202107	Palm Crest	1,232,380.49	93%	
202108	Coral Ridge Ph l	7,426,384.04	46%	
202109	Sea Brook	12,305,554.08	67%	
202110	Conservation Trail Ph 2	3,267,379.42	76%	
202111	Deep Creek Phase 3 Clearing	3,196,873.86	96%	
202112	Greenway Trail	1,144,783.28	78%	
202115	Armstrong Ph 4A	1,036,637.30	99%	
202117	JEA Greenland WRF Phase lA	5,197,423.82	98%	
202118	Grand Oaks Ph 1D	1,216,369.66	98%	
202119	Trailmark Ph 9A	7,474,446.98	84%	
202120	Silverleaf 29B-1	5,938,603.58	100%	
202122	Encompass Jax - Clearing & MG	1,813,713.60	100%	
202124	Grand Oaks 2A-l	3,222,839.90	54%	
202125	Bradley Creek	5,465,828.79	74%	
202126	Tributary Unit 6	6,453,906.74	97%	
202128	Nocatee Town Center Building D	477,695.49	100%	
202129	Shearwater Phase 3B & 3C	5,915,637.16	88%	
202130	Bannon Lakes Road & Utility	5,495,800.97	99%	
202131	E Town Westland Ph 1	5,468,414.64	72%	

Exhibit D

202132 Wells Creek 2B 202134 Wells Creek Phase 4
202136 Palmetto Cove
202139 Cordova Palms Ph 1
202140 Westlake Phase 1
202141 Crosswater Vil Phl Fin Paving 202142 St. Vincent's St. Johns County 202143 Perimeter West Lot 2
202145 Wheelhouse 2 Phase 2 202146 SW Quadrant Clearing & MG 202151 Discovery at Oakleaf
202156 ETown Grocer Earthwork 202157 ETown Grocer Site Work 202160 Trailmark 4B
202161 Trailmark Ph8 (South) Repairs 202164 Palm Crest Infrastructure 202165 DCC (7-Eleven Roadway) 202167 San Pablo Phase 3
202168 Bannon Lakes Commercial 202169 Pattillo Imeson Bldg 2
202170 Eagle Landing Ph 6 Overlay
202172 Rivertown Watersong Phase 3 202173 E-Town Phase E-10 (Granville) 202174 Armstrong Ph 2
202175 Armstrong Commercial Ph 3
202176 Armstrong Ph 48
202177 loctek BTS
202178 Deep Creek Ph 3 Infrastructure 202179 Shearwater 3E-3F (Trout Creek) 202180 Pattillo Imeson Building 3 202204 Grand Oaks 2B
202206 Seven Pines lB 202207 Tributary Unit 5 202208 Bannon Lakes 2D 202209 Grand Oaks 2C 1
202210 E-Town Parcel E-7C Ph 2
202211 Azalea Hills Phase 2
202212 Bartram Commons
202213 Rivertown Parcel 10 Overlay 202214 JCP WGV Storm Repair 202215 Robinson Ranch Phase 1 202216 Imeson Park South
202217 Flagler Hospital Durbin Park
202218 Buckfield Circle
202219 E Town Parcel E2 Marconi 202220 Al Burr Drainage
202221 Trailmark Ph 6 Additional

366,617.39
4,093,900.71
4,723,438.64
8,189,920.87
20,875,491.56
651,348.14
1,705,025.81
1,935,539.32
182,708.78
1,303,451.85
1,681,439.39
714,882.63
3,629,193.68
515,671.33
29,740.00
3,651,277.47
147,592.52
469,658.22
1,707,462.58
3,982,593.49
132,571.14
7,389,440.08
3,004,292.37
216,599.04
938,583.41
717,488.82
2,704,085.13
7,739,262.39
7,156,764.30
3,274,294.05
4,033,844.33
8,198,182.36
3,889,644.90
4,809,885.30
301,949.08
2,453,223.12
2,036,804.73
5,680,815.97
122,486.33
69,376.33
8,445,064.44
15,841,957.09
5,254,053.13
6,880,052.46
272,934.40
28,519.64
314,811.89

100%
46%
71%
75%
38%
100%
100%
61%
79%
99%
78%
84%
63%
100%
100%
55%
90%
100%
98%
49%
100%
39%
52%
53%
26%
39%
33%
58%
35%
24%
56%
22%
21%
27%
25%
58%
36%
36%
54%
100%
33%
31%
18%
14%
85%
100%
85%

202222	Imeson South 200k	1,868,903.48	24%	
202223	K-9 For Warriors	99,559.00	100%	
202224	Crosswater Village Ph 7 Clear	2,649,792.77	39%	
202225	Coral Ridge Phase 2	3,957,499.94	10%	
202226	Twenty Mile Ph SA	561,596.29	87%	
202229	Shearwater POD 4 & 5 Overlay	113,436.06	84%	
202230	Seabrook 2 & 3 Clearing & MG	4,848,883.20	2%	
202231	Alluvium Clearing & MG	791,906.50	19%	
202232	Cordova Palms Phase 2	6,760,797.13	3%	
202233	Imeson Park South Bldg E	6,146,963.04	0%	
202235	Carters Landing Sewer Repair	15,000.00	9%	
202236	Rivertown Garden Dist Overlay	173,853.20	69%	
202237	Parcel E9 Overlay	63,096.00	70%	
202238	Nocatee Storage	10,000.00	10%	
202239	E-5 Nobel - Curb & Sidewalk	302,924.96	9%	
202240	Imeson Groves 2	5,034,084.70	1%	
202241	Franklin Square -Convert Inlet	42,728.12	6%	
202242	Lane Ave Bldg 2	907,870.81	6%	
202244	Sabal Estates	8,806,107.94	0%	
202245	Olea@ETown	2,639,429.82	20%	
202246	Nocatee Booster Station North	181,556.41	1%	
202247	Nocatee Booster Station South	169,813.01	7%	
202248	Armstrong Mcdonalds @ Oakleaf	63,883.35	46%	
202250	Seven Pines GMP (Parcel 10)	4,551,690.46	0%	
202251	Tributarty Unit 8 (Early NTP)	7,643,440.42	1%	
202254	Imeson Park South Bldg C	4,240,000.00	0%	
202259	Eagle Landing Ph SB Overlay	177,451.35	0%	

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the Boggy Branch Community Development District or their authorized agents, deemed necessary to verify the statements made in this application or attachments hereto, or necessary to determine whether the Boggy Branch Community Development District should qualify the Proposer for providing a Proposal for its construction projects, including such matters as the Proposer's ability, standing integrity, quality of performance, efficiency and general reputation.

Vallencourt Construction Company, Inc	By:_....A/;) i/4J--
Stan BatesNice President

(Type Name and Title of Person Signing)

This 27th day of February '2023.

Sworn to before me th.is 27th

day of February ,2023.

(Corporate Seal)

(Seal)	Notary Public/ Expiration Date

CORPORATE OFFICERS
Company Name VallencourtConslruction Company Inc.	Date 2-21-2023

NAME OF PROPOSER	
POSITION OR TITLE	CORPORATE RESPONSIBILITIES	INDIVIDUAL'S
RESIDENCE CITY, STATE	
See Exhibit A				

				

				

				
FOR PARENT COMPANY (if applicable)	

				

Prov1"de the foIIowtnQ. inf ormaf10n for Off1i cers ofth e Proposer and paren company, if any.

LENCOUR
	Construction Co. Inc.

Exhibit A
Company Information 2022

Company Information
Company Name: Vallencourt Construction Company, Inc. Company Type:S Corporation
Date of Incorporation: 10/8/1984 State of Incorporation: Florida Compan1•Tx ID#: 59·2469052

Physical Address: 449 Center Street, Green Cove Springs, FL 32043 Mailing Address: l'.O. Box 1889, Green Cove Springs, FL 32043

Company Officers:	Mike Vallencourt · Chairman
Kathy Vallencourt•Secretary/ Treasurer

Accounting Contacts: Kyle Gammon · Chief Financial Officer
Maria Valdes · Accounts Payable Amanda Frantz·Accounts Pa1•abk Ariel Jackson -Accounts Payable

Ucenses
Underground Utilil)' (State) License #'s:

Mike Vallencourt · CUC0569 I I Mike Vallencourt 11 - CUCOJ 225018 Marcus l\lclnarnay • CUC57292

Duval County Occupational License#: 919160000

Credit References

Office Phone: (904) 291-9330 Website: www.vallencourt.com

Marcus Mclnarnay • President Mike Vallencourt 11• Vice President Daniel Vallencourt · Vice President Stan Bates· Vice President

l;y)eG "'"allmrourt .cnm Ap;.iya]l!'llCOUrt.com
Ap l,•allcncourt.<:nm Ap" \'allcnrnurt.com

General Contractor's License#: Stan Bates -CGC152l 232

Bank Reference: Rick Sargeant

Dunn & Bradstreet#: 15·383-7216	Phone: (904) 641-6735	
Trade Credit References:	Gary Alligood, Curb Systems of NE FL	(904) 829-3455	
Shamell Merkling, HD Suppl)', Inc.	(904) 262-9787	
Debi Coats, Standard Prccast, Inc.	(904) 268-0466	
Mark Fowler, Ring Power Corporation	(904) 737-7730	

Surety + Insurance
Tom S. Labrano JV, Construction Underwriters, Inc.

(904) 296·3331

SUPERVISORY PERSONNEL
Company Name Vallencourt Construction Company Inc	Date 2-27-2023
What is the experience of the key management and supervisory personnel of the Proposer company for both administration as well as operations? (Attach
resumes of kev personnel here)

INDIVIDUAL'S NAME	
PRESENT TITLE	
DESCRIPTION OF DIRECT JOB RESPONSIBILITIES	YEARS OF EXPERIENCE IN PRESENT
POSITION	TOTAL YEARS OF RELATED EXPERIENCE	
See Exhibit B					

					

					

					

					

LENCOUR
Construction Co. Inc.

E.xhlbit B

Key Supervisory Personnel

INDIVIDUAL'S NAME	PRESENT TITLE	DESCRIPTION OF DIRECT JOB RESPONSJBIUTIES

YEARS OF EXPERIENCE IN PRESENT POSmON

TOTAL YEARS OFREJ.ATED EXPERIENCE

2 Kathryn J. Vallencourt	Secrccary/freasurcr	Complete operation of the company	25	40	
3 Marcus Mclnarnay	President	Complete operation of the company	19	22	

Michael A. Vallencourt	Chairman	Complete operation of the company	35	40
4 Michael A. VaUencourt n	Vice President	Complete operation of !he company Order	12	12
5 Dan Vallencourt	Vice ?resident/ Project Manager	materials & assist project managers	6	15	
6 Stan Bates	Vice President/ Project Manager	Complete project management	9	16	
7 Kyle Gammon	Chief Financial Manager	Book keeping and office management	2	11	
8 Hunter Pruitt	Project Manager	Complete project management	7	11	
9 CMstian Taylor	Project Manager	Complete project management	6	16	
IO Doug Belllch	Senior Estimator/ Project Manager	Order materials & assist pro.feet managers	15	27	
11 Tommy Loveland	Estimator	Assist project manager	2	17	
I 2 Harley Moreland	E. timator	Assist project manager	4	4	
13 Spence Nagy	Estimator	Assist project manager	5		
14 Ryan Bass	Operations Manager	Supervise daily activities		18	
IS l\lark Willi	E.xcavatlon & Grndlng	Supervise dally activities	12	24	
16 Jason Gambrell	Superintendent General	Supervise dally activities	1!)	19	
17 Edwin Griffin	Superintendent	Supervise dally activities	19	19	
18 David Shannahan	Superintendent	Supervise dally activities	7	37	
19 Clyde Crews	Superintendent	Supervise dally activities	7	27	
20 Ken Taratus	Superintendent	Supervise dally activities	2	12	

•
449 Center Street Green Coves  rin  s FL 32043	904  291-9330	VALLENCOURT.COM	_

COMPANY OWNED MAJOR EQUIPMENT
(Attach additional sheets if necessary)
Company Name Vallencourt Construction Company Inc	Date 2-21-2023

QUANTITY	
DESCRIPTION	
CAPACITY	No. LOCATED IN	
			FLORIDA	OTHER	
	See Exhibit C				

					

					

					

					

					

Equipment Listing

Exhibit C

Filters: Equipment rate class • Foundation Equipment Rates; Category · Heavy

 Descri tion	ID		Houri	O eratin	Cost	
1966Fo  Lift	828			$0.63	
AM General Water Truck	1620	Water Truck/Wagon			
Bobe.at E26 Mini Exe	1180	Excavator Micro Mini		$8.18	
Bobcat E26 Mini Excavator	R3044	Excavator Mini			
Bobcat E32 Mini Excavator	R1353	Excavator Mini			
Bobcat E35 Mini Excavator	1059	Excavator Micro Mini		$9.42	
Bobcat TS95 Skld Steer	1058	Skid Steer		$11.58	
Bobcat TS95 Skid Steer	R1216
Bomag BW120AD-5 Vib Roller 953	Skid Steer
Small Double Drum		
$8.20	
Bomag BW135AD·S DD Roller 1484	Small Double Drum		$9.33	
Bomag BW211D-SO Vib Roller 1214	Single Drum Roller		$11.39	
Bomag MPH122-2 110" Mixer 1132	Mixer		$26.04	
Broce BW260 Broom	1633
Broce BW260 Broom	R2811	Broom Broom			
Carlson Paver CP85	982	Paver		$115.54	
CAT 120-14 Grader	1094	Grader		$68.56	
CAT 120M Grader	522	Grader		$47.25	
CAT 120M2 Grader	1276	Grader		$37.89	
CAT 120M2 Grader	772	Grader		$61.78	
CAT 12M3 Grader	1561	Grader		$40.19	
CAT 140M2 Grader AWD VHP 1596
CAT 140M3 Grader	1275	Grader
Grader		
$42.81	
CAT 249D Skid Steer	1605	Skid Steer			
CAT 249D3 Skid Steer	1571	Skid Steer		$21.69	
CAT 259D Skid Steer	1107	Skid Steer		$8.19	
CAT 259D3 Skid Steer	1284	Skid Steer		$18.74	
CAT 259D3 Skld Steer	1285	Skid Steer		$18.74	
CAT 259D3 Skid Steer	1410	Skid Steer		$22.24	
CAT 26203 Skid Steer	1409	Skid Steer		$19.54	
CAT 279C HF Skid Steer	508	Mulcher Skid Steer		$15.74	
CAT 279D Skid Steer HF	1164	Skid Steer		$22.33	
CAT 279D3 Skid Steer	1403	Skid Steer		$27.60	
CAT 279D3 Skid Steer	1404	Skid Steer		$27.60	
CAT 279D3 Skid Steer	1405	Skid Steer		$27.60	
CAT 279D3 Skid Steer	1443	Skid Steer		$27.92	
CAT 279D3 Skid Steer	1444	Skid Steer		$27.92	
CAT 279D3 Skid Steer	1569	Skid Steer		$27.70	
CAT 279D3 Skid Steer	1570	Skid Steer		$27.70	
CAT 279D3 Skid Steer	1579	Skid Steer		$27.70	
CAT 289DSkid Steer	1604	Skid Steer			
CAT 299D3 Skid Steer	1382	Skid Steer		$33.48	
CAT 299D3 Skid Steer	1567	Skid Steer		$32.67	
CAT 299D3 Skid Steer	1568	Skid Steer		$32.67	
CAT 299D3 Skid Steer HF	1286	Mulcher Skid Steer		$26.84	
CAT 299D3 Skid Steer HF	1359	Skid Steer		$28.31	
CAT 300.9 EXC	653	Excavator Micro Mini		$5.99	
CAT 300.90 Mini Excavator	957	Excavator Micro Mini		$3.44	
CAT 301.7 DCR Mini Exe	849	Excavator Micro Mini		$3.84	
CAT 301.7 Mini Excavator	1558	Excavator Micro Mini		$11.57	
CAT 301.7 Mini Excavator	1559	Excavator Micro Mini		$11.57	
CAT 301.7 Mini Excavator	1560	Excavator Micro Mini		$11.57	
CAT 301.7 Mini Excavator	1564	Excavator Micro Mini		$11.44	
CAT 303ECR Excavator	1406	Excavator Micro Mini		$14.75	
CAT 303ECR Excavator	1407	Excavator Micro Mini		$14.75	
CAT 304 Mini Exe JH, WB	1116	Excavator Micro Mini		$10.51	
CAT 305E2 CR Excavator	1615	Excavator Large			
CAT 307 Exe WB/SB	1044	Excavator Mini		$21.18	
CAT 308 Mini Exe	916	Excavator Mini		$20.74	
CAT 308 Mini Exe Dig Bucket 844	Excavator Mini		$20.67	
CAT 308 Mini Exe Hyd Thumb 1280	Excavator Mini		$19.14	

2/6/2023 7:42 AM
Produced by 82WSoftware, Inc.

Page l of8

CAT 308 Mini Exe w/ Hyd TB	1115	Excavator Mini	$21.95	
CAT 308E2 Mini Exe DB	955	Excavator Mini	$19.15	
CAT 308E2 Mini Exe WB	1037	Excavator Mini	$25.58	
CAT 311FLRR Excavator	1279	Excavator Medium	$27.93	
CAT 313F Exe GPS	1113	Excavator Medium	$28.57	
CAT 313F Exe GPS	1114	Excavator Medium	$31.74	
CAT 313FGPS Exe SB	1188	Excavator Medium	$26.86	
CAT 313FL Excavator Thumb	1189	Excavator Medium	$26.22	
CAT 315 Exe GPS	1041	Excavator Medium	$60.45	
CAT 320-07GC GPS Exe	1245	Excavator Large	$46.01	
CAT 320-07GC GPS Excavator	1242	Excavator Large	$46.01	
CAT 320GC Excavator RPO	1590	Excavator Medium		
CAT 326F Exe GPS	786	Excavator Large	$53.33	
CAT 330 FL GPS Exe	773	Excavator Large	$73.02	
CAT 330 GPS Excavator-GPS	1253	Excavator Large	$65.14	
CAT 330·07GC Excavator·GPS	1248	Excavator Large	$64.14	
CAT 330·07GC Excavator·GPS	1252	Excavator Large	$65.14	
CAT 330F Excavator GPS	1460	Excavator Large	$45.05	
CAT 330F Excavator GPS	1461	Excavator Large	$42.51	
CAT 336 Excavator GPS	1310	Excavator Large	$75.10	
CAT 336· Excavator GPS	1421	Excavator Large	$79.32	
CAT 336 Excavator NG	1542	Excavator Large	$91.97	
CAT 336 Excavator NG	1543	Excavator Large	$91.97	
CAT 336 Excavator NG·GPS	1540	Excavator Large	$91.97	
CAT 336 Excavator NG·GPS	1541	Excavator Large	$91.97	
CAT 336 Excavator NG-GPS	1544	Excavator Large	$91.97	
CAT 336 Excavator-GPS	1308	Excavator Large	$70.41	
CAT 336 Excavator·GPS	1309	Excavator Large	$70.05	
CAT 336 GC Excavator	1089	Excavator Large	$75.81	
CAT 336-07 GPS Excavator	1424	Excavator Large	$79.32	
CAT 336-07GC Exe GPS	1425	Excavator Large	$79.32	
CAT 336·07GC Excavator·GPS	1247	Excavator Large	$78.94	
CAT 336F Excavator	770	Excavator Large	$63.95	
CAT 336FL Exe	771	Excavator Large	$73.02	
CAT 336FL Exe W/ Hyd	1298	Excavator Large	$52.70	
CAT 336FL Excavator GPS	1374	Excavator Large	$57.39	
CAT 336FL Excavator GPS	1375	Excavator Large	$63.39	
CAT 336FL Excavator GPS	1376	Excavator Large	$63.39	
CAT 336FL Excavator GPS	1378	Excavator Large	$63.39	
CAT 336FL GPS Excavator	1377	Excavator Large	$63.39	
CAT 420 Backhoe/Loader	1419	Excavator Large	$42.97	
CAT 420F2 Backhoe	1607	Excavator Large		
CAT 613C Water Wagon	1462	Water Truck/Wagon	$8.70	
CAT 613C WATER WAGON	611	Water Truck/Wagon	$21.58	
CAT 725 Off Road	1343	Off-Road Dump Truck	$79.05	
CAT 725 Off Road Truck	1545	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1546	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1547	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1548	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1549	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1550	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1551	Off-Road Dump Truck	$95.52	
CAT 725 Off Road Truck	1552	Off-Road Dump Truck		
CAT 725 Off Road Truck	1553	Off-Road Dump Truck		
CAT 725 Off Road Truck	1554	Off-Road Dump Truck		
CAT 725 Off-Road Dump	810	Off-Road Dump Truck	$85.02	
CAT 725 Offroad Truck·TG	1311	Off-Road Dump Truck	$74.92	
CAT 725 Offroad Truck-TG	1312	Off-Road Dump Truck	$74.91	
CAT 725-04 Offroad Truck	1249	Off-Road Dump Truck	$87.67	
CAT 725-04 Offroad Truck	1271	Off-Road Dump Truck	$92.70	
CAT 725-04 Offroad Truck	1272	Off-Road Dump Truck	$92.63	
CAT 725C Off-Road Dump	1160	Off-Road Dump Truck	$74.80	
CAT 725C Off-Road Dump	1161	Off-Road Dump Truck	$76.07	
CAT 725C Off-Road Dump	1163	Off-Road Dump Truck	$76.22	
CAT 725C Off-Road Dump	837	Off-Road Dump Truck	$75.56	
CAT 725C2 Off-Road Dump	933	Off-Road Dump Truck	$87.70	

CAT 725C2 Off-Road Dump	934	Off-Road Dump Truck	$87.70	
CAT 725TG Off Road	1344	Off-Road Dump Truck	$78.93	
CAT 725TG Off Road Truck	1342	Off-Road DumpTruck	$79.05	
CAT 725TG Off Road Truck	1420	Off-Road Dump Truck	$94.43	
CAT 725TG Off-Road Truck	1339	Off-Road Dump Truck	$76.63	
CAT 725TG Off-Road Truck	1340	Off-Road Dump Truck	$76.59	
CAT 725TG Off-Road Truck	1341	Off-Road Dump Truck	$76.57	
CAT 730 Off Road Dump	1162	Off-Road Dump Truck	$93.64	
CAT 730C Off-Road Dump	842	Off-Road Dump Truck	$70.59	
CAT 906H2 Loader	1459	Loader	$10.14	
CAT 906M Loader	1277	Loader	$17.50	
CAT 906M Loader	1457	Loader	$24.46	
CAT 906M Loader	1458	Loader	$24.46	
CAT 926M Lopder	1246	Loader	$44.64	
CAT 926M Loader	1250	Loader	$42.67	
CAT 926M Loader	1251	Loader	$42.67	
CAT 926M Loader	1338	Loader	$37.49	
CAT 930M Loader	1243	Loader	$48.23	
CAT 930M Loader	1244	Loader	$48.23	
CAT 930M Loader	1254	Loader	$48.23	
CAT 938M Loader	1099	Loader	$54.14	
CAT 938M Loader BK/FK	1038	Loader	$51.07	
CAT 950GC Loader	779	Loader	$57,81	
CAT 950M Loader	915	Loader	$47.63	
CAT Broom Skid Attachment	502	Broom	$9.14	
CAT CB14B Vib Roller	753	Small Double Drum	$6.23	
CAT CB224E Vlb Roller	258	Small Double Drum	$3.60	
CAT C636B DD Roller	1608	Single Drum Roller		
CAT CSllGC Roller	1430	Single Drum Roller	$32.24	
CAT CSllGC Roller	1431	Single Drum Roller	$32.24	
CAT CSllGC Roller	1432	Single Drum Roller	$46.55	
CAT CSllGC Roller	1433	Single Drum Roller	$46.58	
CAT CSllGC Roller	1434	Single Drum Roller	$46.58	
CAT CSllGC Roller	1437	Single Drum Roller	$46.58	
CAT CSllGC Roller RPO	1591	Single Drum Roller	$50.00	
CAT CSllGC Roller RPO	1592	Single Drum Roller		
CAT CS323C Vlb Roller	514	Single Drum Roller	$13.19	
CAT CS44 Vib Roller	517	Single Drum Roller	$20.38	
CAT CS54 Roller	906	Single Drum Roller	$28.13	
CAT CSS4 Roller	907	Single Drum Roller	$30.90	
CAT CS54B Roller	1336	Single Drum Roller	$31.33	
CAT CS54B Roller	1337	Single Orum Roller	$31.31	
CAT CS54B Roller	1572	Single Drum Roller	$26.60	
CAT CS546 Roller	1573	Single Drum Roller	$28.12	
CAT CS54B Vibratory Roller	1014	Single Drum Roller	$30.27	
CAT CSS46 Vibratory Roller	1015	Single Orum Roller	$30.15	
CAT CS546 Vibratory Roller	1016	Single Orum Roller	$30.12	
CAT CS54B Vibratory Roller	1042	Single Drum Roller	$29.04	
CAT CS66 Roller	905	Single Drum Roller	$32.24	
CAT CS66 Roller	908	Single Drum Roller	$17.77	
CAT CS66 Roller	909	Single Orum Roller	$17.52	
CAT CS74B Vlb Roller	1187	Single Drum Roller	$18.29	
CAT Dl Dozer NG	1492	Dozer 18K	$28.76	
CAT Dl Dozer NG	1493	Dozer 18K	$28.76	
CAT 01 Dozer NG	1494	Dozer 18K	$28.76	
CAT 0250E Water Truck	1609	Water Truck/Wagon		
CAT 03K Dozer Mulcher	751	Mulcher Dozers	$45.56	
CAT 03K2 LGP Mulcher	1183	Mulcher Dozers	$48.78	
CAT D3LGP Dozer NG GPS-	1576	DozerZOK	$45.00	
CAT 03LGP Dozer NG GPS-	1575	Dozer 20K	$45.00	
CAT D3LGP Dozer NG- RPO	1577	Dozer 20K	$'15.00	
CAT D3LGP Dozer NG·RPO	1578	Dozer 20K	$45.00	
CAT D4 Dozer GPS-New Gen	1418	Dozer30K	$73.08	
CAT D4 LGP Dozer NG-RPO	1619	Dozer 30K	$75.00	
CAT OS Dozer	1039	Dozer 20K	$40.30	
CAT D5 Dozer	1043	Dozer 20K	$38.90	

CAT OSK DOZER	607	Dozer 20K	$35.97	
CAT OSK Dozer	686	Dozer 20K	$45.83	
CAT OSK Dozer	809	Dozer 20K	$61.73	
CAT OSK Dozer	912	Dozer 20K	$52.87	
CAT OSK Dozer GPS	910	Dozer 20K	$51.89	
CAT OSK Dozer GPS	911	Dozer 20K	$54.47	
CAT OSK GPS Dozer	776	Dozer 20K	$47.02	
CAT D5K GPS Dozer	843	Dozer 20K	$57.80	
CAT OSK GPS Dozer	913	Dozer 20K	$49.36	
CAT OSK GPS Dozer	914	Dozer 20K	$54.17	
CAT DSK2 Dozer	797	Dozer 20K	$49.87	
CAT D5K2 Dozer	927	Dozer 20K	$54.17	
CAT D5K2 Dozer GPS	929	Dozer 20K	$54.17	
CAT D5K2 GPS Dozer	1045	Dozer 20K	$52.81	
CAT D5K2 GPS Dozer	798	Dozer 20K	$49.87	
CAT D5K2 GPS Dozer	924	Dozer 20K	$54.17	
CAT D5K2 GPS Dozer	925	Dozer 20K	$54.17	
CAT D5K2 GPS Dozer	926	Dozer 20K	$54.17	
CAT D5K2 GPS Dozer	928	Dozer 20K	$54.17	
CAT D5K2 LGP Dozer GPS	1040	Dozer 20K	$53.80	
CAT D5K2 LGP Dozer GPS	1091	Dozer 20K	$40.97	
CAT D5K2LGP Dozer	1090	Dozer 20K	$40.97	
CAT D6N Dozer	848	Dozer40K	$71.99	
CAT D6N Dozer GPS	1092	Dozer 40K	$76.39	
CAT D6N Dozer GPS	1093	Dozer40K	$76.39	
CAT D6N Dozer GPS	930	Dozer 40K	$86.85	
CAT D6N GPS Dozer	931	Dozer 40K	$86.85	
CAT D6N GPS Dozer	932	Dozer 40K	$86.85	
CAT D6T Dozer 2015	1231	Dozer 40K	$27,03	
CAT PS150C Roller	754	Single Drum Roller	$14.39	
Olallenger MT465B Tractor	1055	Tractor	$9.37	
Concrete Mixer CM9·GH8	1495	Mixer		
Doosan DX50lCZ·7·US30 Mini	R1070	Excavator Mini		
Doosan G25E5 Forl<llft 2013	948	For1<1ift	$8.51	
Frelghtliner M2 Water Truck	1111	Water Truck/Wagon	$22.00	
Hamm HlOi	961	Single Drum Roller	$31.72	
Hamm HlOi Cab Vib Roller	1071	Single Drum Roller	$31.02	
Hamm H10i Cab Vib Roller	1072	Single Drum Roller	$31.03	
HAMM HlOi Roller Cab	939	Single Drum Roller	$28.77	
HAMM HU ROLLER	636	Single Drum Roller	$21.58	
Hamm HUI Vib Roller	1129	Single Drum Roller	$21.95	
Hamm Hlli Vib Roller NC	1172	Single Drum Roller	$20.38	
Hamm H13i Railer	806	Single Drum Roller	$28.77	
Hamm H7 Vib Roller	1234	Single Drum Roller	$15.15	
Hamm H7i VIO Roller	974	Single Drum Roller	$24.50	
Hamm HD12W Tan Vib	1235	Small Double Drum	$9.37	
Hamm HD12W Tanderm Vib	1108	Small Double Drum	$9.24	
Hamm HD12W Tanderm Vib	1109	Small Double Drum	$8.70	
Hamm HD12W Tanderm Vlb	1110	Small Double Drum	$8.46	
Hamm Vib Roller Hlli2020	1233	Single Drum Railer	$19.51	
Hitachi ZX35U-5 Mini Exe	R8448	Excavator Mini		
Honda Concrete Mixer	1184	Mixer		
HYDRO SEEDER • TURF	475	Hydroseeder	$3.43	
International 4300 Water	1112	Water Truck/Wagon	$25.00	
International 4300 Water	1174	Water Truck/Wagon	$6.95	
International 4300 Water	1175	Water Truck/Wagon	$6.95	
Intl 4000Gal Tandem Water	1282	Water Truck/Wagon	$7.97	
Intnl 4300 Water Truck 2011	774	Water Truck/Wagon	$7.43	
JCS 407 Wheel Loader w/FK	1186	Loader	$8.26	
John Deere 26G Mini Exe	1331	Excavator Micro Mini	$8.44	
John Deere 310E Off-Road	1167	Off-Road Dump Truck	$81.27	
John Deere 310SK Backhoe	1030	Backhoe	$28.02	
John Deere 317G Skid Steer	826	Skid Steer	$15.39	
John Deere 323E Skid Steer	1106	Skid Steer	$10.41	
Jahn Deere 350G Exe	761	Excavator Large	$63.39	
Jahn Deere 350G GPS Exe	814	Excavator Large	$63.34	

John Deere 350G GPS Exe	815	Excavator Large	$63.34	
John Deere 350GLC Exe	1166	Excavator Large	$47.20	
John Deere 35G Mini	R8106	Excavator Mini		
John Deere 444L Loader	1268	Loader	$35.96	
John Deere 444L Loader	1269	Loader	$35.96	
John Deere 444L Loader	1270	Loader	$35.96	
John Deere 450J LGP Dozer	730	Dozer 18K	$22.78	
John Deere 450JLGP Dozer	731	Dozer 18K	$22.78	
John Deere 450JLGP Dozer	732	Dozer 18K	$22.78	
John Deere 450K Dozer	1023	Dozer 18K	$24.58	
John Deere 450K Dozer	1098	Dozer 18K	$22.68	
John Deere 450K Dozer	822	Dozer 18K	$23.54	
John Deere 450K Dozer	823	Dozer 18K	$23.54	
John Deere 450K Dozer	884	Dozer 18K	$23.24	
John Deere 450K Dozer	885	Dozer 18K	$19.75	
John Deere 450K Dozer MP	1024	Dozer 18K	$24.58	
John Deere 450K Dozer MP	1025	Dozer 18K	$22.66	
John Deere 470G Exe	1027	Excavator Oversized	$99.11	
John Deere 485E Forklift	1606	Forklift		
John Deere 5090E Utility	1369	Tractor	$18.57	
John Deere 5100E Tractor	1614	Tractor		
John Deere 524K·JI Loader	1019	Loader	$38.60	
John Deere 524K·II Loader	1020	Loader	$38.60	
John Deere 524L Loader	1078	Loader	$39.05	
John Deere 524L Loader	1079	Loader	$39.05	
John Deere 524L Loader	1096	Loader	$33.73	
John Deere 524L	1077	Loader	$39.05	
John Deere 524P Loader	1412	Loader	$40.73	
John Deere 524P Loader	1413	Loader	$40.73	
John Deere 52'1P Loader	1427	Loader	$59.45	
John Deere 524P Loader	1428	Loader	$59.45	
John Deere 524P Loader	1429	Loader	$59.45	
John Deere 524P Loader	1445	Loader	$42.07	
John Deere 524P Loader	1555	Loader	$44.31	
John Deere 524P Loader	1556	Loader	$44.31	
John Deere 524P Loader	1557	Loader	$44.31	
JOHN DEERE 544K LOADER	725	Loader	$35.97	
JOHN DEERE 544K LOADER	821	Loader	$40.65	
John Deere 544K Loader	882	Loader	$37.54	
John Deere 544K Loader	883	Loader	$35.63	
JOHN DEERE 544K LOADER	820	Loader	$40.65	
John Deere 544K-II Loader	1017	Loader	$40.62	
John Deere 544k·II Loader	1018	Loader	$43.04	
John Deere 544L Loader	1267	Loader	$43.09	
John Deere 544P Loader	1446	Loader	$44.54	
John Deere 544P Loader	1595	Loader	$50.00	
John Deere 644K Wheel	1411	Loader	$42.68	
John Deere 650K Dozer	1060	Dozer 30K	$38.53	
John Deere 85G Mini Exe GB	1414	Excavator Mini	$30.50	
John Deere 85G Mini Exe GB	1415	Excavator Mini	$30.50	
John Deere 85G Mini	1416	Excavator Mini	$30.50	
JOHN DEERE HH20 BREAKER	576	Skid Steer		
Kenworth WT5000 Water	1165	Water Truck/Wagon	$25.17	
Kornastu D51PXl-2'1 Dozer	1067	Dozer 30K	$63.05	
Komastu D51PXI-24 Dozer	1255	Dozer 30K	$61.36	
Komastu D51PXI-24 Dozer	1256	Dozer 30K	$61.36	
Komastu D51PXI·24 Dozer	1257	Dozer30K	$61.36	
Kornastu D51PXl-24 Dozer	1258	Dozer 30K	$61.36	
Komastu D51PXI-24 Dozer	1259	Dozer 30K	$61.36	
Komastu PC290 GPS Exe	1260	Excavator Large	$62.17	
Komastu WA200-8 Loader	1076	Loader	$38.48	
Komatstu PC210 GPS Exe	1455	Excavator Large	$46.47	
Komatsu 039 GPS Dozer	977	Dozer20K	$50.89	
Komatsu D39 PXI Dozer	973	Dozer 20K	$52.97	
Komatsu D39PX-24 Dozer	1528	Dozer 20K	$70.83	
Komatsu 039PX·24 Dozer	1529	Dozer 20K	$72.61	

Komatsu D39PXI Dozer	1232	Dozer20K	$19.41	
Komatsu D39PXi GPS Dozer	1062	Dozer 20K	$52.57	
Komatsu D39PXi-24 Dozer	1063	Dozer20K	$52.57	
Komatsu D39PXI-24 Dozer	1530	Dozer 20K	$72.61	
Komatsu D39PXI-24 Dozer	1531	Dozer20K	$75.00	
Komatsu D39PXI-24 Dozer	1532	Dozer 20K	$75.00	
Komatsu D39PXI-24 Dozer	1533	Dozer 20K	$75.00	
Komatsu D39PXI-24 Dozer	1534	Dozer 20K	$75.00	
Komatsu D51PXi- 24 Dozer	1065	Dozer 30K	$63.05	
Komatsu D51PXI-24	1401	Dozer 30K	$57.71	
Komatsu D51PXi-24 Dozer	1046	Dozer30K	$49.12	
Komatsu D51PXi-24 Dozer	1047	Dozer 30K	$49.12	
Komatsu D51PXl-24 Dozer	1064	Dozer 30K	$63.05	
Komatsu D51PXi-24 Dozer	1066	Dozer 30K	$63.05	
Komatsu D51PXi-24 Dozer	1068	Dozer 30K	$63.04	
Komatsu D51Pxi-24 Dozer	1069	Dozer 30K	$63.04	
Komatsu D51PXI-24 Dozer	1366	Dozer 30K	$83.42	
Komatsu D51Pxi-24 Dozer	975	Dozer 30K	$58.47	
Komatsu D51PXi-24 Dozer	976	Dozer30K	$61.24	
Komatsu D51PXI-24 Dozer	1363	Dozer 30K	$83.42	
Komatsu D51PXI-24 Dozer	1364	Dozer 30K	$83.42	
Komatsu D51PXI-24 Dozer	1365	Dozer 30K	$83.42	
Komatsu DGlPXi-24 Dozer	1050	Dozer40K	$84.49	
Komatsu D61PXi-24 Dozer	1051	Dozer 30K	$84.49	
Komatsu D61PXI-24 Dozer	1535	Dozer40K	$110.71	
Komatsu FG30liT Forklift	1190	Fotl<llft		
Komatsu HM300-5 Off-Road	1158	Off-Road Dump Truck	$78.98	
Komatsu Loader WA200-8	942	Loader	$39.60	
Komatsu PC138 Exe GPS	963	Excavator Medium	$39.59	
Komatsu PC210 GPS Exe	1402	Excavator Large	$47.62	
Komatsu PC210LC GPS Exe	1456	Excavator Large	$46.47	
Komatsu PC290 Exe	985	Excavator Large	$64.25	
Komatsu PC290 Exe GPS (48"	785	Excavator Large	$57.46	
Komatsu PC290 GPS Exe	994	Excavator Large	$60.73	
Komatsu PC290LC-11	1536	Excavator Large	$66.18	
Komatsu PC360 Exe	936	Excavator Large	$76.94	
Komatsu PC360 GPS Exe	1439	Excavator Large	$69.52	
Komatsu POGO GPS Exe (54"	782	Excavator Large	$69.09	
Komatsu PC360 GPS Exe LC-	1261	Excavator Large	$74.93	
Komatsu POGO GPS	1357	Excavator Large	$55.84	
Komatsu PC360LC-11	1355	Excavator Large	$48.88	
Komatsu PC360LC-ll Exe	1319	Excavator Large	$45.56	
Komatsu PC360LC-11 Exe	1320	Excavator Large	$58.60	
Komatsu PC360LC-11 Exe	1328	Excavator Large	$54.76	
Komatsu PC360LC-11	1358	Excavator Large	$55.96	
Komatsu PC360LC-11	1523	Excavator Large	$83.19	
Komatsu PC360LC-11	1525	Excavator Large	$83.19	
Komatsu PC360LC-ll	1527	Excavator Large	$83.19	
Komatsu PC360LC-11	1524	Excavator Large	$83.19	
Komatsu PC360LC-11	1526	Excavator Large	$54.76	
Komatsu PC360LC-11 GPS	1356	Excavator Large	$44.21	
Komatsu PC360LC-11 GPS	14'10	Excavator Large	$69.52	
Komatsu PC360LC-11 GPS	1441	Excavator Large	$69.52	
Komatsu PC360LC-ll GPS	1442	Excavator Large	$69.52	
Komatsu PC490 60" SB	1070	Excavator oversized	$100.15	
Komatsu PC490 Excavator-	1237	Excavator oversized	$4.64	
Komatsu PC490 GPS LC-11	1522	Excavator oversized	$110.08	
Komatsu PC'l90 QC Exe GPS	1436	Excavator oversized	$93.94	
Komatsu PC490LC-11	1631	Excavator oversized		
Komatsu PC'l90LC-11	1632	Excavator oversized		
Komatsu PC490LC-ll-GPS	1236	Excavator oversized	$48.26	
Komatsu PC88 GPS Exe	1395	Excavator Mini	$38.80	
Komatsu PCBBMR-10 Exe	1610	Excavator Large		
KOMATSU WA200-7 LOADER	662	Loader	$34.77	
Komatsu WA200-8 Loader	1073	Loader	$38.48	
Komatsu WA200-8 Loader	1074	Loader	$38.48	

Komatsu WA200-8 Loader	1075	Loader	$38.48	
Komatsu WA200·8 Loader	1262	Loader	$36.49	
Komatsu WA200·8 Loader	1360	Loader	$52.65	
Komatsu WA200·8 Loader	1361	Loader	$52.65	
Komatsu WA200·8 Loader	943	Loader	$39.60	
Komatsu WA200-8 Loader	960	Loader	$39.59	
Komatsu WA200·8 Loader	964	Loader	$39.60	
Komatsu WA270-8 Loader	1263	Loader	$40.63	
Komatsu WA270-8 Loader	1362	Loader	$58.89	
Komatsu WA270-8 Loader	1655	Loader		
Komatsu WA270-8 Loader	1656	Loader		
Komatsu WA270-8 Loader	1594	Loader		
Komatsu WA270-8 Loader	1593	Loader		
Komatsu WA270A Loader	803	Loader	$36.56	
Komatsu WA380-8	1264	Loader	$56.67	
Komatsu WA80-7 Loader	992	Loader	$20.21	
Kubota L47010 4WD Tractor	1054	Tractor	$9.02	
Kubota M7060HDC Tractor	952	Tractor	$7.64	
Lay-Mor 8HC Broom	1602	Broom		
Lay-Mor 8HC Broom	1603	Broom		
Lay-Mor SM 300 Broom	1300	Broom	$5.79	
Lay-Mor SM300	1565	Broom	$5.95	
Laymor SM300 Broom	500	Broom	$9.22	
Laymor 5M300 BROOM	655	Broom	$9.22	
Lay-Mor SM300 Broom	1034	Broom	$6.49	
Lay-Mor SM300 Broom	1278	Broom	$6.13	
Lay-Mor SM300 Broom	1299	Broom	$5.79	
Lay-Mor SM300 Broom	1301	Broom	$5.79	
Lay-Mor SM300 Broom	1566	Broom	$5.95	
Lay-Mor SM300 Broom	1613	Broom		
Lay-Mor SM300 Broom	1648	Broom		
Lay-Mor SM300 Broom	1652	Broom		
Lay-Mor SM300 Broom	898	Broom	$9.85	
Lay-Mor SM300 Broom	950	Broom	$12.22	
lay-Mor SM300 Broom	951	Broom	$10.86	
Lay-Mor SM300 Broom	R1912	Broom		
Lay-Mor SM300 Broom	R2059	Broom		
Lay-Mor SM300 Broom	R7639	Broom		
LayMor SM300 Broom 2014	1053	Broom	$6.22	
Lay-Mor SM300 Broom 2014	1004	Broom	$10.19	
Lay-Mor SM300 Broom 214	1006	Broom	$9.85	
Lay-Mor 5M300 Broom w/o-	R8628	Broom		
Mack RD690S Water Truck	1537	Water Truck/Wagon	$18.13	
Mack Water Truck 2002	709	Water Truck/Wagon	$10.79	
MIXER (SOIL STABUZER)	391	Mixer	$62.96	
MTS 3630 Quad Track Tractor	1273	Pan Tractor	$251.49	
MTS 3630T Quad Track	1224	Pan Tractor	$166.03	
Pressure Washer Skid	923	Skid Steer		
REDN MTS 3630T Quad	1241	Pan Tractor	$186.78	
ROLLER - INGRAM	247	Single Drum Roller	$2.40	
Rosco Challenger III Broom	1002	Broom	$5.57	
SERVICE DEPT.~ VOLVO	642	Loader	$35.97	
SPREADER OOMOR R600C	422	Spreader		
Takeeuchl n8R2·RSkid Steer	R4980	Skid Steer		
Takeuchi TB260 Mini	R2050	Excavator Mini		
Takeuchi TLIOV-2 Skid Steer	1485	Skid Steer	$21.89	
Volvo A25G Off-Road Dump	1029	Off-Road Dump Truck	$74.54	
Volvo A25G Off-Road Dump	1080	Off-Road Dump Truck	$85.18	
Volvo A25G Off-Road Dump	1081	Off-Road Dump Truck	$85.18	
Volvo A25G Off-Road Dump	1082	Off-Road Dump Truck	$85.18	
Volvo A25G Off-Road Dump	1083	Off-Road Dump Truck	$85.18	
Volvo A25G Off-Road Dump	108'1	Off-Road Dump Truck	$85.18	
Volvo A25G Off-Road Dump	940	Off-Road Dump Truck	$82.61	
Volvo A25G Off-Road Dump	941	Off-Road Dump Truck	$82.61	
Volvo A25G Offroad Truck	1518	Off-Road Dump Truck	$105.67	
Volvo A25G Offroad Truck	1519	Off·Road Dump Truck	$105.67	

Volvo A30G Off-Road Dump	1104	Off-Road Dump Truck		
Volvo EC35D Exe	775	Excavator Micro Mini	$7.91	
Volvo L60H Loader	937	Loader	$38.11	
Volvo LG0H Loader	938	Loader	$38.74	
Volvo Loader LG0H	1394	.Loader	$31.49	
WATER TOWER	386	Water Tower		
WATER TOWER	387	Water Tower		
WATER TRUCK - Ford F750	519	Water Truck/Wagon	$22.84	
Water Truck 8x8 Army Truck	1207	Water Truck/Wagon	$11.99	
Water Truck International	1008	Water Truck/Wagon	$7.30	
Weiler P385B Paver	1283	Paver	$110.73	
Wirtgen Dumper/Spreader	1637	Spreader		
Wirtgen Soll Stabilizer	1636	Stabilizer		
Yale forklift	1088	forklift	!14.04	

STATUS OF CONTRACTS ON HAND
(Attach additional sheets if necessary)
company Name Vallencourt Construction Company Inc	Date 2-27-2023
Furnish requested information about all of Proposer's active contracts, whether as prime or subcontracts; whether in progress or awarded but not yet started; and regardless of with whom contracted. All amounts to be shown to nearest $1,000. Contractor may consolidate and list as a single item all contracts which individually do not exceed 3%o of totaI a.ctive contracts an.d in totaI do not exceed 20%o of the a.ctive totaI contracts.
	PROPOSER'S UNCOMPLETED AMOUNT AS OF THIS DATE	
COMPLETION DATE	

OWNER, LOCATION
AND DESCRIPTION OF PROJECT	CURRENT CONTRACT AMOUNT AS
PRIME	CURRENT CONTRACT AMOUNT AS
SUBCONTRACTOR	CURRENT AMOUNT SUBJECT TO
OTHERS	
AS PRIME CONTRACTOR	
AS SUBCONTRACTOR	
ORIGINAL CONTRACT
DATE	
APPROVED REVISED
DATE	
CURRENT ESTIMATE
DATE	
See Exhibit D	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	$	$	$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				

Subtotal Uncompleted Work	
$	
$		
Total Uncompleted Work on Hand	1$	I	

PROJECTS PROPOSER COMPLETED IN THE LAST TWO YEARS

Company Name v.,,.""'"""""'""'';onCompoeylac.	Date _,._21._202_3	
List all projects completed in the last two years for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the year the pr.oject was startedi ncIude i.n ht er1st pr.ojects that were started earr1er than two years but were compIedte w1..th1n the Iast two years.

PROJECT NAME/ LOCATION	FINAL CONTRACT AMOUNT	PRIME OR SUB1	CLASSIFICATION OF WORK PERFORMED	YEAR STARTED/ COMPLETED	OWNER NAME/ LOCATION2	NAME & PHONE NUMBER OF OWNER'S REPRESENTATIVE ON THIS PROJECT 3	
See Exhibit E							

							

							

							

							

'Prime or Sub' should indicate whether Proposer performed the work as a prime contractor or as a subcontractor.
'Owner Name/ Location' should indicate the Owner of the project if the Proposer performed the work as a prime contractor or the general contractor if the Proposer performed the work as a subcontractor.
'Name & Phone Number of Owner's Representative on this Project' should list a reference from the business entity listed in the previous column familiar with Proposer's contract performance.

Exhibit E

mENCOUR

Construction Co. Inc.

Completed Contracts in the last 5 Years
Typical Work Description Includes:Clearing and earthmoving, storm drain and utility construction, grading, base, and paving.

-,.
2K	P,olertN.-mr
fbnnonhkc Ml'.[\Y
lmckln Bldr,.SSO	ONtTlpUon
SUbdtvrikm
W1rchcaac	Value,
403.487.SO
9,$93,782.00	Owntt orGtneul Contnctor
Eas!IAnd O tlopm,n1
The Conbn Comp11nv	Conbct
John Ood'-01'1
Rv.tn Trlesrnbtre,	Phont
c,io,,.7R(l.7Jno
90<1-JOHCOO	DateComplete
Dtumbtr-19
Occcmbcr•l1	TY••
$.uhdtvlslon
W,,rchouu•	PtoJtct MllnltN
St h B tr.s
Sun a.-1c	
	RG 51i.lnn"r rt,:au:1 fc '}	Ro:adw:av	15,)97,n:4.00	lh4!' PAI( Group	Mlh:yWhUt-	904-992-97S0	Nov,-mhl'r-19	R dw.ay	M>rcu\ Mtln1un11v	
;1  SheAr.valcr Ph111c 2C	l27 Lot SubdMtion	1,974,741.'10	frl"ehold	MikeMC.Collum	904·20H813	1,m,.. 19  SubdMslon	St.1n 8:t!CS
(,7 Wlndw.1rd R,1neh 20l7	573lol Subdhlltton s  13,9S5.206.7l	lennu	CuolWur,rt	904,JI\0-094R	/ur,e-J!>  Rutdtntl.11	Mike V;lll<'ncourt If
:,:i CVpreu 8iuff	SUbdMslon s	3,SOl.328.18	011vld Wetlrlv Homn	Xellh Oonnellv	904-201·6'00	J11nu1ry•J!I  SubrfMslon	s1:11, 8.,tcs
5!1  Tynes 8Wd. Extcn1lon	Roadw;\v	3,2S8,178.l2	fut t..,nd Prol)C'rt s	John Oodl011	904-280-7100	hnu.1,v-19	Ro.Jdw-1.y	Mlle v.anencourt 11
i:i	Ottf!,>(rPrk	Subdtvl1lon	l 2,91J0,806.)2	Thr Pnc Grcup	Mike, 0.1Gbtrtl	904.992-9750	December-18	Rcsldentli1I	M;,.rcta MdN11n11y
11  Sctvulud P.,rct'l 17 MG	!>ubdMslon	6,069,695.75	DWHutson	D;,,vld Huh.on	904•2Ml•7932	Dcumbcr-111  Sobdlvhlon	Sbn B.1tcs
J:i  rbnnon Oun-n Ottvt- • W11ridy't	P11"fn,:lot	G,SlG,081.IS	Eul nd Oevr:lopn,"'nl	JohnOodson	904-280•7100	Dr:cembtr-18  Ccm rcl.11	SU1n s:ues
a  Twenty Mlle Ph:ne SC	Subdlvblon	3,112.538.56	Tht PtttGtoup	Mike Oal:bcrtl	904-992-9750	October-18   Reildent11I	Marcv) MclMtni'tV
ll T ntv Mil«! Ph.,1c SB		Subdl¥1tlon	11.401.32865		The P:ittGroup	Mike OaltH::rtl	 901-992-9750	 Jutv-111 Ru!dtntlal	 Marcvs MdMthi'l'f ril TowncrnlNOnr	?385r,act P ltln,:lot	 3,2&7,0411.81	Dnd!eld & Gorrlc, llC		 WIU Moo,	 904-2S6-6'100	 M1w-ll\ Comme,cl.11		G111b,: Po,utf3 b(i Twin Ctr- h b:nnu			Roodw;tf	 4,290,281.62			ltnnu		BobOoihl	904-180·0948	M.\V•lS	Ro w.,v	Mlk V>ll<'i,court: II
10  Cronw.1trr Vllll,:e Ph:isc 18	SUbdMilon	6,421,S.]],99	lhc Puc Group	M!hO.,l rti	904.992-9750	MU(h,13   Resldcrttl:tl	MuonM(l rl'ay
r;:;  l\bt-rdccn Ph.aie l	Subdivision	2,612.67l.OO	D.R. Hot1on	S nelUccl	904•2!19-5968	februuy0UJ   Rrsldenll.-1	Mll::eVaftt"ll(Ollftll
77  fln,bc-rbl'ld R<1:id & Sitt!	Ro dwav s	6.90 .™ or;	Thr P.tr<. GtOUP	MlkeDalrbt:rtl	90-1-91)2-9750	Dectimbt!or-17	Ro.ldw.1v	M111c,n Mclnarn:a-v
71  CA 210/1 lJn(' lmprQYl!ments	Roodw v s  l9.-4B.14S.00	Falcone Grouo	Bobfu1lo,ie	q011.sos.1mi,	Novt>mbet-17	Ao.idw:iv	St:in 8.1,t-s
;x Nortti,idr.eblr.c, Unit S	'J6 lot bcUvl\\on	2,721,G O.oo	D.R.Hor1on	stunc Ricci	'°'1•ffl·S963	Octobtr,]7   flesldtnll:il	Mike Vallr Jtt II
rn CrM\W.Jler P.-,icw.1ov U'tl!nSlo'I	A dw:1v	lJ.&97,699.00	TM ParcCr01Jp	Ml\:tyWhl\e	9'0,i.992.9150	J\u il-11	R0o1dw y	Munn Mtln:un;i.y
RO  C,osswaler Vil ir Phne 1A	Subdlvhton	!1,77S,244.53	Thro Puc r,,oup	Mike O:,Jibutl	90o1.99,.9,so	July-17  RMldentl.JI	M:,rcu Mcl,u,n;,y
aJ  Rlvtrwoo:I M.11u(ir.1dr	CltArlr.t: for 257 Loi Subdlvli.Jon	2,9'S,229.00	Pulte	JuS11n0udJicv	'»1·217-000S	Ap1!1-11  Retldcntl.af	Mite v:anc-ncoutt fl
cm P:trrt'I S-15	tJtlliHe	<1,Bf.l.462 00	Hl11u	S-t.1nM:1nson	904-S9'·90l7	I\Pfll·l)  Comrnercl:11	SUn8,a1u
ti1 Twin c,,.,. ,Ko11h P.ue.-!1,	JJl lot SubdivklOn	7,1!>9.AU.&7	hlco"'t-Groop	Bobfurf0t1t	901·1106-70!2	M:it<h•l7  Reddtnll:,I	Stan tutu
£i:I Twk1C,rr\.,- Horth PM«-1 t3		1116 lot SutdMslon s 2,?l.S,9?051		 F.alcoM Grcvp			 Bobfurlons?		 9Q,t-30£0701t'		 M:u(h,17  lltslden!l.11		 Stan BAie! H 'ihc1rw,1,tcr l'h•ie: 2A			Subdlvllbn s		G,1Sl,tl .2S			 fttthold	Ml c Mt.Collom		901·203·"31"1		M:irch•17		Rr.11dr.nll.1I		SUfl lu Mt Twlftc,.,.h Patct-111			Subcllvblon		 3,41J.1&7.7S		hkonr Group			8obrurk,cv:		 90-t-&OG--703?		 M:11ch-l7  fl:csldentbl		 St.an &Jiles o rw4!fltv Mllr.PhJJe J	173 laf Suhdlvkbn 5	9,713,RZ9.J9	Th P,n:: r.rooo	 Ml\:•0•1-ibuti	904.992-9750	hbruuy-17	Aesldel'llbl	MuauMdnarn.-,, ry:1 Rlvtnown rhnr 21\		 2011 Lot Strbdlv•ian s S,ll7,l2!1.67			MJ1t<1my		IHon nlOn,     904·J8f;.8J80     J:inu:uv•H  Ar-sldcnllil        Mlli:e V:tffencourt II 7l  foWN:r.nlcr Ptomt"n.1d('                      Pukwav s  •.&71,495.07        . Hrr.h Mu1tCon"'ltlrn! •GC       Jtrf WUso"     ◄CM-3S0-795G     tar11.1•rr•l7   Ro>ctwav           SfanR.ll
'J  B.1nnon U\c-,	Ro:u:t•N>V	8,078,612.57	laU Und Prt>Pt'rt.lU	Art Unc:ntrr	90/l-130•7100	()('cembtr-16  Ae1ldtntl.tl	SUnB.11
lfU Twr-nty MIi,- rh:1,r.-it	)48 lot Subdt,,W,o,n s	R.002,666 GO	lhf!Puc.Grouo	Ml\:e O>lfbtrtl	904.992-9750	Novernl>er-16	Resldenllll	MuanMclnun:iy
101 1ihi:1rw.t1er 21\384 S 105 Twenty Mlle Phasi: -41\ Rev 9K 9-:ik-J'\CII Ph:iJt JA	136 Lot SubdlYl ton s
148 tot Subdh'tslon s
7SLot Subdlvhkln	5.8s1,42s.75
?.466.976.87
2,75,7,235,.3]	fref'hGld
Th P>rt r.rnup
lennAf	Ml\:e- MC'Collurn
Mike- O libtttl 8obOt1ohl	904·203-R"l'J
904.992-9750
'°4·3a0-0?48	NoveM r-JG
Nnvcmb.-r-16 Novcmber-16	Resldenll.tl
C{"s!Aen11.-1 Ae,-ldMILII	St.ln Bates M::in;vs Mtln.amav Mike- V.alltnc.ourt II	
10!) Rhlerwood Ptnnbnd 8.::ay [,rt	Ro:idw:1y	,.SI0.721,M	rulte	Juslln Oudk:v	904•217-0005	Strilcm f•lf•	Rt1kttnll,1'	Mike Valtr:n<:our1 II	
11:1 Or-'nJ?t-!Sr.Jr,ch lnll	Rn:idw,v	3.7S1.4 9.19	M111.-myHOl'MS	JuonS8ssbn1	904-31f6..83«0	l\ui,t t-)fii	e ldtt'lll:il	Mike V11Uc-ncotJrt ti	
I Hi Arooh UnlvcnltyOuri11U	Clc-,uln,t lor Pa, lnJt lot	2,720,5/J..SO	Gene1h Huhhdb, lhoah IIS	KcltvHoovcr	9M0l4S07391	Jllnl!•]fi	Cnmmr.-rc11r	Mucus M(lrurn,1y	
120 Twenty Mlle Ph:\sc- 2	84 lot Subdlvl,lon	8, 6,710.7.t	TheP11n:: Group	Ml1:e D•fibertl	9&1-992-9750	A.prll-16	Rr.-sldenlfAI	Mucus Mtln1rn:ay	
I I• S.h":'•l'WAtNPhUt-1	103let SUbdMdon	ll,1R3.012	Freehold	MlkeMt:Co!k.im	CJM-20)-88]2	M11rch-l6	Ht1ld nll.1I	St.n&ltc-s	

ll:l RiverwoodPc,ct 17 u1l1tty	M111n Sewer lines	7,620,681.42	Putfr	Jvstln Oudlty	904,2l7,000S	M:uc.h-16	Aesldtn!l.'1I	
12() R St'Nr :ii (ireenhft,r	85 lOtSUbdfvhlon	),279,747	Matl;imyHomcs	Chr-b Aeesr	?04-29f.-33-d3	f hnurv-16	Ruld ntfal	
12; fl),,j1nwood Pod R	112 lot Subdkilslo 5	l,18?,S68	Putt,	h11tln Dudley	901-217-000S	Fehru•rv•l6	Rt.11denU;\I	

1:111 L,,kttldr Ph:11e]	94 lot SulxlM,lon	S,G16.295	lti.P.ucGroup	0:11,11dSi:,111k$	l}0,1-272-4456	Dtcembcr-15	Re Jdentl31	SbnB.1tti	
l:J:I Fnc:1ntA pt\a\ft I	82l.01SUbdtvlslOn	B."17,0SS.21	l nn.:irHMl'II'\	BobOe.,"1	904-JS0-09<1R	Na1,1cmber-1S	R"\ 1tntl:1l	Sl-'n 8,llC-S	
142 Riverwood Pod 1-'	26lot Subdlvltlon	3,G0,130,02	Pulle	Ju,un Dudk:v	?0,1,217-000!,	Jutv-15'	At1.kfrnU I	Mlb vaHeMGurt II	
l•R lnnr.l".Jt Ph:. 1	190latSubdNblon	6,908,i71.99	lcnnH	Bob0c-ah1	!l<>I-J8<>-0?4R	M v-ts	Re,ldenthil	MfkeV-l\ltncourt II	
IH Frdb	WM,-hou,e-	6.-17l,91l.l4	tv,n, Cii,IK!r•I Conlracton	S.11Runlt I	'J12-629-0122	by-lS	Com rcl:,I	St,nl»fes	

Ml t' V.tfltncourt 11 Mite ValleM.Ourt U Mite V;illcncourt II

AFFIDAVIT FOR CORPORATION
Florida

STATE OF		
COUNTY OF	 Clay

)
)	ss
l

Stan Bates
(title)  Vice President
of the  Vallencourt Construction Company Inc.	,
(a corporation described herein) being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of the date of this affidavit; and, that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application constitutes fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.
(OfAficer Jmuslt talJso sign here)

CORPORATE SEAL

27th	February
Sworn to before me this	day of	, 2023.

 )tf.ti	

(SEAL)

_	-f;,:-,: ;:,..	SANDRA R.DAY
f}·.'Jb,''{:: MY COMMISSION# HH050681
, .•:_:. .: § EXPIRES: December 2,2024

, .  f 'o',,,,f_. BondedToruNotaly PublicUr,der.mters
.!-·....-.-.:.:-.,,··	iiiiiiioii.....

SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(N) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to - Bo 9-9-Y B_r-a nc h C om m-u n-ity_D ev e_lo-p_m-e_n t D is t ric t		_
(print name of the public entity)
by Stan BatesNice President
(print individual's name and title)
for Vallencourt Construction Company Inc
(print name of entity submitting sworn statement)

whose business address is
449 Center Street
Green Cove Springs, FL 32043

and (if applicable) its Federal Employer Identification Number (FEIN) is 592469052
(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement

I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with any agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudications of guilt, in any federal or statetrial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a please of guilty or nolo contendere.

I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:

A predecessor or successor of a person convicted of a public entity crime; or

An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters intoa joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.)

x  Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final order)

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORNENDOR EXECUTING THIS PUBLIC ENTITY CRIME AFFIDAVIT TO VERIFY THAT NONE OF THE SUBCONTRACTORS/SUPPLIERS UTILIZED FOR THIS BID/QUOTE HAVE BEEN CONVICTED OFA PUBLIC ENTITY CRIME SUBSEQUENT TO JULY 1, 1989. IN THE EVENT IT IS LATER DISCOVERED THAT A SUBCONTRACTOR/SUPPLIER HAS BEEN CONVICTED OF A PUBLIC ENTITY CRIME, THE CONTRACTORNENDOR SHALL SUBSTITUTE THE SUBCONTRACTOR/ SUPPLIER WITH ANOTHER WHO HAS NOT RECEIVED A CONVICTION. ANY COST ASSOCIATED WITH THIS SUBSTITUTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORNENDOR.

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.

(signature)

STATE COUNTY OF

Florida Clay

The foregoing instrument was signed and acknowledged before me this 27th day of February 2023 by:
Stan Bates

f .(J;/\l MY COMMISSION# HH050681
, · ·?i	EXPIRES: December 2,2024
·<f.iir:f  <;-··  Borwled Thru Notary PublicUnderwriters

_.-i?!\ °'

SANDRAR. DAY

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

who produced take an oath.

personally known	as identification, and who (did) (did not) (Type of Identification and Number)

Notary Commission	umber/Expiration

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT AFFIDAVIT OF NON-COLLUSION

STATE OF FLORIDA
COUNTY OF _c_1ay	

I,Stan Bates	, do hereby certify that I have not, either directly or indirectly, participated in collusion or proposal rigging. Affiant is a _v_;ce_P_,e_si_de_nt	 (officer or principal) in the firm of Vallencourt Construction Company, Inc.		' and authorized to make this affidavit on behalf of the same. I understand that I am swearing or affirming under oath to the truthfulness of the claims made in this affidavit and that the punishment for knowingly making a false statement includes fines and/or imprisonment.

Dated this  27th	day of _Fe_br_ua...;.ry	, 2023.

Signature by authorized representative of Proposer

STATE OF FLORIDA COUNTY OF  Clay	"
Sworn to (or affirmed) and subscribed before me this 27th	day of February	2023, by Stan Bates	' of the	Vallencourt Construction Company Inc.	who is personally known

to me or who has produced personallyknown	as identification and who did (did not) take an oath.

My Commission Expires: 'd:,. d 	at./:
(SEAL)

SWORN STATEMENT PURSUANT TO SECTION 287.135(5), FLORIDA STATUTES, REGARDING SCRUTINIZED COMPANIES WITH ACTIVITIES IN SUDAN LIST OR SCRUTINIZED COMPANIES WITH ACTIVITIES IN THE IRAN PETROLEUM ENERGY SECTOR LIST

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to: Boggy Branch Community Development District

by Stan BatesNice President
(print individual's name and title)

for Vallencourt Construction Company Inc.
(print name of entity submitting sworn statement)

whose business address is

449 Center Street Green Cove Springs, FL 32043

I understand that, subject to limited exemptions, section 287.135, Florida Statutes, declares a company that at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract is on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to section 215.473, Florida Statutes, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with a local governmental entity for goods or services of$] million or more.

Based on information and belief, at the time the entity submitting this sworn statement submits its proposal to the Boggy Branch Community Development District, neither the entity, nor any of its officers, directors, executives, partners, shareholders, members, or agents, is listed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

If awarded the Contract, the entity will immediately notify the Boggy Branch Community Development District in writing if either the entity, or any of its officers, directors, executives, partners, shareholders, members, or agents, is placed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.
Signature by authorized representative of Proposer

STATE OF FLORIDA
COUNTY OF _c_1a_y	

Sworn to (or affirmed) and subscribed before me this 27th	day of February	, 2023, by   	_
Stan Bates	of the Vallencourt Construction Company Inc	who is personally known to me or who has produced personally known		as identification and who did (did not) take an oath.

My Commission Expires:  (SEAL)

[/ iti, ;1 MY COMMISSION# HH 050681
; - -.;<.; EXPIRES: December 2, 2024
"- f.o•·••;1;;1.•?•,1··· Bonded Thru NoWkI~J PublicUnderwriteis

.	:;;:·•••..

SANORAR. DAY

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ACKNOWLEDGEMENT OF RECEIPT OF DOCUMENTS AND PROPOSAL SIGNATURE FORM

This Proposal for construction services has been submitted on this day of_F_eb_ru_ary-'-------'	2023 by VallencourtConslructionCompanylnc	[company] whose business address is------

 44Cent9er Street Green Cove S;prin;;g_s,FL 32043
telephone number is ...;..<9_04...;..J2_91_-9_33_o	,fanumxber is _N_tA	
address is Sian@vallencourt.com

,
ande-mail

The undersigned acknowledges, by the below execution of this Proposal, that all information provided herein has been provided in full andthat such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information one hundred and twenty (120) days from the date of the Proposal opening, and if awarded the contract on the basis of this Proposal, to enter into and execute the services contract in substantially the form included in the Project Manual.

Proposer understands that inclusion of false, deceptive or fraudulent statements on this Proposal constitutes fraud; and, that the Boggy Branch Community Development District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the District.

Furthermore, the undersigned acknowledges receipt of the following documents, the provisions of which have been included in this Request for Proposal.

Request for Proposal (2 pages)	SB	(Initial)
Instructions to Proposer (9 pages)	SB	(Initial)
Evaluation Criteria (1 page)	SB	(Initial)
Organization Information of Proposer (14 pages)	SB	(Initial)
Sworn Statement on Public Entity Crimes (3 pages)	SB	(Initial)
Non-Collusion Statement (1 page)	SB	(Initial)
Scrutinized Companies Form (1 page)	SB	(Initial)
Acknowledgement of Receipt of Documents (2 pages)	SB	(Initial)
Addenda Acknowledgement (1 page)	SB	(Initial)
Proposal Bid Form w/ Attachments (23 pages)	SB	(Initial)
Standard Form of Agreement Between Owner and Contractor	SB	(Initial) and Exhibit A, Amendments to Standard Form (11 pages)

Standard General Conditions of Construction Contract (42 pages)	SB	(Initial)
Supplementary Conditions (19 pages)	SB	(Initial)
Performance and Payment Bonds (4 pages)	SB	(Initial)
List of Drawings and Permits (full list attached)	SB	(Initial)

Technical Specifications (by signing, Proposer acknowledges that he/she will conform all work to the latest standards and specifications of City of Jacksonville, JEA and other utility providers as
applicable)

_S_B	

(Initial)

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the District, or their authorized agents, deemed necessary to verify the statements made in this Proposal or attachments hereto, or regarding the ability, standing and general reputation of the Proposer.

Vallencourt Construction Company Inc
Name of Organization

This 27th day of February , 2023

State of -FL------- County of _C_l_a_y	_

 dBy:  fa &.....t.....1.....
By:	Stan BatesNice President
Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)

State of Incorporation: _F_L		_

ss

The foregoing instrument was acknowledged before me this 27th day of February	2023,   by Stan Bates	,  of the Vallencourt Construction Company, Inc	who		is

personally known to me or who has produced personally known	as identification and who did (did not) take an oath.

My Commission Expires:	f,.jt QI f-;;;;,_  a..-;;).lf 
(SEAL)

f.a--•(;}A'if..·¥\:.1.	SANORAR. DAY
MY COMMISSION# HH 050681

0.7,. ; ..- EXPIRES: December 2 2024

.,...·..o..F.f.,\..o... B onded ThruNotaiy Public Un'derwriters

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ADDENDA ACKNOWLEDGEMENT FORM

Proposer acknowledges receipt of the following addenda:

Addendum No. 1	dated 2-2-2023	
Addendum No. 2		dated 2-15-2023	 Addendum No. 3		dated 2-24-2023	 Addendum No. 4		dated  2-24-2023		
Addendum No.			 dated 	 Addendum No.			 dated 	 Addendum No. 			dated 	

Proposer:	Vallencourt Construction Company, Inc	Date:	2-27-2023
Address:    449 Center Street	By:	A<Q
Green Cove Springs, FL 32043	Date:	2-27-2023

Stan BatesNice President
Type Name and Title

Florida Construction Industry Board License No.:	CUC1224016

Cl <:lL \VJ. P<)\\'ELL & Cni\-IP.\NY
,, ..., ,,,,r I  f\/J/.J\ 11;,,\ 1111, I\< 111 flt\\''' 1\1 ,,1.11, 1,,1\l•'""t\,, ,.,_,5
..._, \\ ', \'. :--.f 1(1 I I• !'I I ,,1: \',,\ I 1; :1.;•·1'\I•- ,',.\. II! I J'1 ll(IJl \,:_11 \,,,,.

A'1101!'ledgt 011d II 'isd11m '

1·11,,·-.1 ,,,,.., , .. \IJoll•I \  1)1,I \ \:. ..... \.,. .. ., IU.J""\1lh11-(1tlll

March 4 2021

RE·	Vallencourt Construction Co Inc

To Whom It May Concern:

Cecil W. Powell 6 Company is the bonding agent for Vallencourl Construction Co Inc Based on normal and standard underwriting criteria al !he time or the request. Performance and Payment bonds will be provided on for projects up to $100.000,000 single and S400.000.000 in the aggregate with the provision that we and Travelers Casually and Surety Company of America reserve the right to review final contract documents. bond forms. and obtain satisfactory evidence of funding prior to any final commitment to issue bonds, end do not assume liability to any third party. including yourselves. if we do not execute said bonds
Travelers Casualty and Surety Company of America is an AM Best Rated A◄◄XV Carrier and has a US Treasury listing

Vallencourt Construction Co Inc is an excellent contractor and we hold them in the highest regard We feel extremely confidenl in our contractor and encourage you lo offer them an opportunity to execute any upcoming projects

If you should have any queslions. please do nol hesitate to call Sincerely
/-
Presidenl Enclosure

Seven Pines 1C Reference

East Peyton Parkway
Contact: Melissa Yuhas / Vice President of Gate Land / (904)448-2917

Description: This project is a 120 Acre, six lane divided major collector road. This project is under contract for $34,973,075.22.

Stillwood Pines Ph. 1

Contact: Jason Ellins (ETM) / Project Administrator / (904)669-1188

Description: This project is a 42.5 Acre, four to six lane divided major collector road. This project is under contract for $11,278,820.96.

Seven Pines Ph. 1A/1B

Contact: Keith Donnelly (ICI and David Weekly) / Project Manager / (904)534-7390
Contact: Scott Wild (ETM-EOR) / Project Engineer / (904)265-3120

Description: This project is a 162.5 Acre project that spans full site infrastructure across 486 lots. This project is under contract for
$17,884,525.73.

Seven Pines Ph. 1C Bid Schedule (3-1-2023)

ID	Task	Task Name	Duration	Start	Finish		Qtr 3, 2022	Qtr 4, 2022	Qtr 1, 2023	Qtr 2, 2023	Qtr 3, 2023	Qtr 4, 2023	Qtr 1, 2024	Qtr 2, 2024	Qtr 3, 2024	
	Mode					Jun	Jul	Aug	Sep	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	Sep	Oct	Nov	Dec	Jan	Feb	Mar	Apr	May	Jun	Jul	Aug	
1	
	Seven Pines Ph. 1C	342.75 days	Wed 3/15/23	Wed 5/1/24																												

NTP & Fully Approved Plans
Shop Drawings
Request Shop Drawings
EOR Submittal Approval
Material Lead‐Times / Delivery
County Precon
Mobilization
Surevy and Layout
Silt Fence
Clearing
Earthwork
Sanitary Sewer
Storm Drain
Water Main
Reuse Main
Subsoil Stabilization
Curb & Gutter
Sidewalk
Road Base
Utility Punchout
As‐Builts
Pressure Test / BTs / CCTV (JEA Testing)
Asphalt Pavement
Striping and Signs
County Acceptance

1 day
60 days
20 days
10 days
30 days
5 days
10 days
15 days
15 days
35 days
180 days
65 days
55 days
40 days
35 days
40 days
25 days
25 days
40 days
15 days
25 days
20 days
15 days
10 days
20 days

Wed 3/15/23 Thu 3/16/23 Thu 3/16/23 Sat 4/8/23 Thu 4/20/23 Wed 3/22/23 Tue 3/28/23 Wed 3/29/23 Mon 4/10/23 Thu 4/27/23 Wed 5/17/23 Fri 5/12/23 Thu 7/27/23 Fri 9/29/23 Fri 9/29/23 Fri 10/13/23 Fri 11/17/23 Thu 12/21/23 Thu 12/7/23 Thu 2/1/24 Thu 2/1/24 Thu 2/15/24 Sat 3/9/24 Wed 3/27/24 Mon 4/8/24

Wed 3/15/23 Wed 5/24/23 Fri 4/7/23 Wed 4/19/23 Wed 5/24/23 Mon 3/27/23 Fri 4/7/23 Fri 4/14/23 Wed 4/26/23 Tue 6/6/23 Fri 3/22/24 Thu 7/27/23 Fri 9/29/23
Wed 11/15/23 Thu 11/9/23 Mon 12/4/23 Thu 12/21/23 Mon 1/29/24 Thu 2/1/24 Mon 2/19/24 Fri 3/1/24
Sat 3/9/24 Wed 3/27/24 Mon 4/8/24 Wed 5/1/24

NTP & Fully Approved Plans	0%
Shop Drawings
Request Shop Drawings	0% EOR Submittal Approval		0%
Material Lead-Times / Delivery	0% County Precon	0%
Mobilization	0%
Surevy and Layout	0%
Silt Fence	0%
Clearing	0%
Earthwork	0%
Sanitary Sewer	0%
Storm Drain	0%
Water Main	0%
Reuse Main	0%
Subsoil Stabilization	0%
Curb & Gutter	0%
Sidewalk	0%
Road Base	0%
Utility Punchout	0%
As-Builts	0% Pressure Test / BTs / CCTV (JEA Testing)		0%
Asphalt Pavement	0% Striping and Signs		0% County Acceptance			0%

Date: Tue 2/28/23

Task Split
Milestone Summary Project Summary

Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only

Manual Summary Rollup	External Milestone	Manual Progress
Manual Summary	Deadline
Start-only	Critical
Finish-only	Critical Split
External Tasks	Progress

Page 1

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
ORGANIZATION INFORMATION OF PROPOSER
SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C
DATE SUBMITTED:	_'-Fe=b=r..;;.ua� ;.;...ryt....=2..::...8	,2023
Proposer	W. Gardner, LLC	/_/ A Individual (Company Name)	 /_/ A Partnership
/�/ A Limited Liability Company
I_I A Corporation
/_/ A Subsidiary Corporation
Proposer's Parent Company Name (if applicable) Gardner Land Development, Inc.
Proposer's Parent Company Address (if applicable) Street Address	4929 Atlantic Blvd.
P.O. Box (if any) _	_	_	_____
City	Jacksonville	State 	,_F.e:::.L	 Zip Code	32207
Telephone 904-801-2121	Fax No. __	
1st Contact Name	William D. Gardner	Title	CEO
2nd Contact Name 	_	 Title 	_	_
Proposer Company Address (if different)

Street Address 	
P.O. Box (if any) 		_ _				 _ City 	 State 			_ Zip Code 	__ Telephone 			 Fax No. 			  1 st Contact Name 			 Title 			 2nd Contact Name 				 Title 			 
List the location of Proposer's office that would perform Boggy Branch Community Development District work.
Street Address	4929 Atlantic Blvd.
P.O. Box (if any) _	_		___				_			_ City	Jacksonville		State 	FL_ 		 Zip Code	32207 Telephone	904-801-2121					Fax No. 			_			
1 st Contact Name Thomas F. Unger	Title	Executive Vice President

	 Title

Senior Estimator

Is the Proposer incorporated in the State of Florida? Yes( ) No(_)

If yes, provide the following:

Is the Company in good standing with the Florida Department of State, Division of Corporations? Yes ( ) No (_)

If no, please explain 	

Date Incorporated _0=-3=/....,1-=6..:...:/2=0:::....1.:....:7'	Charter No. 	
If no, provide the following:

The state in which the Proposer company is incorporated 	_ Isthe company in good standing with the state? Yes(_) No(_)
If no, please explain 	 _

Date incorporated 	 Charter No. 	

Is the Proposer company a registered or licensed contractor with the State of Florida? Yes( ) No(_)

If yes, provide the following:

Type of registration (i.e. certified general contractor, certified electrical contractor, etc.)

Underground Utility & Excavation

License No. cuc122s422	Expiration Date 08-31-2024

Qualifying Individual _E_llio_t Jo_n_e_s		Title	President

List company(ies) currently qualified under this license _w_.G_a_r_dn_e....:r,_L_Lc		_

Isthe Proposer company a registered or licensed Contractor with Duval County? Yes ( ) No (_)

Has the Proposer company performed work for a community development district previously? Yes
(2$.) No(_)

If yes, describe: Grand Oaks Phase 1 & 2 and Beacon Lakes Phase 3B & 4

Name of Proposer's Bonding company	Westfield Insurance Company
Address  One Park Circle, Westfield, OH 44251

Approved Bonding Capacities:	Aggregate Limit
Single Project Limit
Total Current Contracts Bonded

$	30 Million
$	10 Million
$	5.6 Million

Name of Proposer's Bonding Agency _B_K_S_P_a_rt_ne_rs	

Address 4211 W. Boy Scout Blvd., Suite 800, Tampa, FL 33607

Contact Name _F_r_itz_A_rc_h_e_rd	Telephone  813-984-3200

List the Proper's total annual dollar value of work completed for each of the last three (3) years starting with the latest year and ending with the most current year (12) 30,938,204	,
(13)	44,137,992	, (14) 51719867
What are the Proposers' company's current insurance limits?
General Liability	$  $1,000,000   Exp. 09-12-23
Automobile Liability	 $ $1,000,000 Exp. 09-12-23 Workers Compensation	 $ $1 000 000 Exp. 04-01-23 Expiration Date		

Has the Proposer company been cited by OSHA for any job site or company office/ shop safety violations in the past two years? Yes (_) No (l)

If yes, please describe each violation fine, and resolution 	

What is the Proposer's current worker compensation rating?

EMR is 1.23	_

Has the Proposer experienced any worker injuries resulting in a worker losing more than ten (10) working days as a result of the injury in the past two (2) years? Yes(_) No( )

If yes, please describe the incident: 	

Please state whether or not your company or any of its affiliates are presently barred or suspended from bidding or contracting on any state, local, or federal-aid contracts in any state(s)? Yes(_) No(. )

If so, state the name(s) of the company(ies) 	 _

The state(s) where barred or suspended 	 _

State the period(s) of debarment or suspension 	 _

INDIVIDUAL'S NAME	PRESENT POSITION OR OFFICE	MAGNITUDE AND TYPE OF WORK	YEARS OF
CONSTRUCTION EXPERIENCE	YEARS WITH FIRM	IN WHAT CAPACITY?	
Shawn Thomas	Sr. Project Manager	10+	4		
Bryant Poston	Superintendent		10+	5		

What is the construction experience of the proposed suoerintendent and project manaqer?

Have you ever failed to complete any work awarded to you? Yes(_) No (t)

If so, where and why? 	

Has any officer or partner of your organization ever been an officer, partner, or owner of some other organization that has failed to complete a construction contract? Yes(_) No (!5,)

If so, state name of individual, other organization and reason therefore 	_

List any and all litigation to which the organization has been a party in the last five (5) years.
T. Sebregandio v W. Gardner LLC, Carolyn Vidler v W. Gardner LLC, Herman Lloyd v W. Gardner LLC, Sapphire Mack v W. Gardner LLC,
Abinet Degu v W. Gardner LLC, Sebastian Lodging LLLP v W. Gardner LLC,
J. Lippo (Sawmill Creek) v W. Gardner LLC, Curtis Bennett, Jr. v W. Gardner LLC

Has organization or any of its affiliates ever been either disqualified or denied prequalification status by a governmental entity? Yes(_) No (!5.)

If so, discuss the circumstances surrounding such denial or disqualification as well as the date thereof.

Within the past five (5) years, has organization failed to complete a project within the scheduled contract time? Yes(_) No( )

If so, discuss the circumstances surrounding such failure to complete a project on time as well as the date thereof.

List all projects currently under contract, with a remaining contract amount of over $100,000.00 (excluding retainage) and with an expected remaining contract duration in excess of 120 days (to substantial completion).

See next sheet for current/past projects

Identify all subcontractors Contractor intends on utilizing for the project and describe the portion and percentage of work to be performed by each subcontractor.

Kudzue Paving (3.5%)
		Rogers Pavement Maintenance (striping & signs) (0.41%) Liberty Landscape (4%)

[Remainder of Page Left Intentionally Blank]

,.C..I\
St Aua.ustinc

C_o_ntoMct .,..,

Number
I .9,7.3m
386-527.(,7!8
310- ..-
<)()4.l71.9446
407.All-2(93
919,8(,8.)102

En11.inccr

Gulfstream Dcsia.n Groun

En lond-Thims & Milter

·,.

--
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MathC'\\S Dcsi11.n Groun

2022  W"'1111<cl<>t24
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Tidewater Unit 4
UPS Air Rcco,Cf\' Lot

Pritcll.,.Rd
Beacon Lake. SR 210

-w••
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-23
Jun-23 Mcasow View at Twin Creek

-

Prosser

En land-Thims & Miller

2022  Sallsbu
2022
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7UIO%
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Doc-22

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2022 Bainbrid c Ponte Vodra 2023 C,orcss PlaLa Multifnmih 2023 LifePoint Rchablljtation

'""•butvRd ln1ema1ional Palima,· RJYfflido A,-o C,·orcss Plat.a Dr
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C,·orcss Plaza Dr

23 ,-0o1. ·--
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Jamesoo Chmtin

w .J,00
9()4.591-0723

Norm

Blvd

$2 1•q1,

6ll•'4 "'12

llo\,lds

Now•2JJI!

0.

$! OOI) IH,,lK
$3.600.000.00

,&Milk<
Math<.lws Desi n Groun

~ 71-4446
904,l91.0723

·Scoa
Jameson Chattin

KC\'On Comn"n\'

4
No,·•23

0.
0.00-/4

Jacksonville

.	,;,.

"''A

$3649617.74
$3.63 U 10.00

Malhcws Dcsi,;mGroun

JO
10.00'/,

Jackson,·illc

Sl.371119.,2
$2.274.876.17

AMillc<

mu.u->(Jl
90,.923.3445

v-
Sarah Brandl

Conlan

AuR.-23

'4>•-
0.00'/,

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Jackson,·illc

S4 <I7166.49
$2.636.205.00

DmmA-

386-,
904-646-8980

MibV--
Austin Blcam

,w
Aud&Whitc

oc:bonvino
J&ekson,·ilk:

Codar Point Rd
Imeson Rd

2022
2022

SIi Sil 66.01
S4.942.H8.77

31'-IO
407-488-2193

0.,M....
Aaron Lvman

a,.-
32.00'/,

1-mo
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<>=-•63
S4.928.90l.n

904.923..344,
3R().j(,G.7,t 4

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Mike Ven •

Amelia National En!crnrisc

-3
Fcb-23

100.
RS.00°/•

Port J1ek100villo
Amelia Notional

Northooint NP7
Amelia N:uional 1C3 & IE

2021
2022

$4 5l2.329.32
S6.605.20Hl
$1l.l85.9ll.l6

A	L
Brian Masscno.il

Terra Pines South

v;o,.11Twin 0oeL

-..

Jun-23

50.00'/4

I

I
St Auo.usline

Beacoo Leko. SR llO
CR 208

BeaconLako38
Tmn Pines I A. I B. 2. 3

l021
2021

S720.126.J0
Sl.174.977.03

Bill,·Scou

,,.,.,_

N

Tom Mchc11an

Boinbridoc

,J_an-,2,3

9.1.00¾

Jackson\'illc

Amlldalo Rd
A\'cnucs Walk

Vietoria Forc;t
Bainbriduc

2021
2021

Con1mc1
•14 001 S,6.69

Ormm,d Land Dc,·clonmcnl

,

·-

•

Fcb-23

9'.•■n
95.00¾

SRl6S1A-
Pnwn Street. St AuR.uS1inc

OnndOabPh2
Tribute Offsilc

2020
2020

Owncr/GC

SchcduOO to Comolctc

Percent Comolct

Pn)cct Location

Proicfl N11n

v.._11r

Conta.c,t_,,
Dan Mor:in

Number
912-6=,19
312-802-3404
!104-166-2111

Enunccr

·-

100.

Bechncll Ind.us.t.ria.l.
Balfour Bcnttv
CGola

AMihr

$1.264 688.26

Susanna Cotolnno

904- 24•1979

100.00°/4

Ba.,clcr_Constrnc,tk>n,Co.moanv

Tonv Baxter
M...._

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319.372.7235

,&Miller
EnD.lnnd-Thims & Mille,r_

m1  ·
$%8.90639
-·  2193.,
$2.ll0.822.00
S3•-·••.00

Residence Inn
MoNansCo,c 2019 ITA Aoan:mcnls 2019 Grnnd Oal.s ICI 2019 Onond Oak, IDI
2019 GrandOnk, IA& 18
2019  JEA Sun.......
2019 Cross Dock
2018 Abbot Con
201K Wcs1lakc II

100.oo♦/,

Ham ton West. LLC

, ..--

........

S1Augustine

,.

S1 Johns

·-

·-

100.00o/.

19-J7J-72t,
770-!09-1190

rin Grouo

100. -

C	•aWlcur•-

SR 16
SR 16

,--,cn,s1n

S!.907.0IO.OO
$3821  l,IH
Sl.191.291.00

St Johns

Sou1hcos1 Dc,·clonmcnl P.ar.1.nc.rs. LLC Marc Hanis

Dominion Enainccrino Groun

Jnckso1'1\'illc

Conlan

1uo,.153
SI 709 79l.OO

Adkinson EnRinccrin2

904.309.1000

Trev Gardside

Conlan

--,iDeLLC

Comolctc

100.
100.00"/4

"'°'

Jacksonville

J

977? Pritcl1nrd Rd

$6ll'IJJ62.0
S2.lRR.201.00

EnJlan·d·-T-him, & Miller

904.923.3445

IWJI

,,,.;,-•
SorM Bnmdt

Comolcto

I
100.0(W.

,..,

ON-b•- 99S0 Richard Rd Jl6St

$126.239.0(
Sl.44l.l48.00

1-0)14
Rl3-'ll7-3177

Coms,letc

100.00'/,

904-173-6004

ITa ·-•
Nick Kausch

Toll Brothen

Comnlctc

IAC
SR 16

$2 I 76.760.00
"10 m

S1cnh<:n Been

MotvMs Co"e Venture. LLC

Comnlctc

l:!600obSt
1-95 & CR214

2019
2019

Comolclc

151.	FL
,Ja_ckso,n,_·illc

6,o fL.16A
663 Hamnton Creek Rd

Minoro.nMill
Hnmolon West Phase II

2020
2020

Comolcte

faeksOn\'illc

MTA
10(,60 Validus Drfrc

JAX9 Ama1.0IIJ
Amara Vito

2020
2020

Eno.land-Thims & Miller

Tavlor & White

Comolctc

100.00%

Jncksonvillc

Dlnni1SI
J:icksonvillc Uni,·ers11\·

Dennis And h·cs
JU Bosl.ctball

2021
2020

Contract
$9..510 2.77

Comolcle

100.
100.00¾

J11ckson,·illc

Alllou,Dme
Pritchard Rd

Pn,e.:t BeUo
Wcs1lnkc 338

2021
2021

Owncr/GC

Schcduod to Comolclc

Percent Comolct

C1h

Proiccl Location

Pro'<'rt NAmc

Year

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the Boggy Branch Community Development District or their authorized agents, deemed necessary to verify the statements made in this application or attachments hereto, or necessary to determine whether the Boggy Branch Community Development District should qualify the Proposer for providing a Proposal for its construction projects, including such matters as the Proposer's ability, standing integrity, quality of performance, efficiency and general reputation.

By: -"'----------".Z-...,  ,	--	

This  28	day of	February	, 2023.

Thomas F. Unger, Executive Vice President
(Type Name and Title of Person Signing)

Sworn to before me this	28	day of February	, 2023.

(Seal)	Notary Public/ Expiration Date

MICHELLE GLASS-OBRIEN

 *	 * commission No. HH 157070

Notary Public, State Of Florida	'

'-••"My Commission Expires: 7/22/2025 '

Company Name	W. Gardner LLC

CORPORATE OFFICERS

Date	02-28-2023

NAME OF PROPOSER	
POSITION OR TITLE	
CORPORATE RESPONSIBILITIES	INDIVIDUAL'S RESIDENCE CITY, STATE	
William D. Gardner, Jr.	CEO		Green Cove Sorinas, Fl	
Elliot Jones	President		Jacksonville Beach, FL	
Thomas F. Unger	Executive Vice President		St. Marys, GA	

				

				
				
FOR PARENT COMPANY (if applicable)	

				

provide the followinQ information for Officers of the Proposer and oarent comoanv, if any.

SUPERVISORY PERSONNEL
Company Name	W. Gardner  LLC	Date	02-28-2023
What is the experience of the key management and supervisory personnel of the Proposer company for both administration as well as operations? (Attach

INDIVIDUAL'S NAME	
PRESENT TITLE	
DESCRIPTION OF DIRECT JOB RESPONSIBILITIES	YEARS OF EXPERIENCE IN PRESENT POSITION	
TOTAL YEARS OF RELATED EXPERIENCE	
Shawn Thomas	Senior PM		4	
10+	
					
Brvant Poston	Superintendent		
5	
10+	

					
William D. Gardner, Jr.	CEO		5	10+	
Elliot Jones	President		5	15+	
Thomas F. Unger	Executive Vice Pn	sident	5	20+	

					

					

resumes of key personnel here)

Company Name	W. Gardner LLC

COMPANY OWNED MAJOR EQUIPMENT
(Attach additional sheets if necessary)

Date--02--28--20-23-----

QUANTITY	
DESCRIPTION	
CAPACITY	No.LOCATED IN	
			FLORIDA	OTHER	
					
	Equipment list on following page, all equiprr	ent is located in Florida			

					

					

					

					

Gardner, LLC
0 wned Equ1pment L"IS t

Model Year	

Item description
(make and model)	

Model	
2018	AmcoDisk	2432	
2018	John Deere Mower	2653	
2015	John Deere Excavator	210G	
2018	John Deere Excavator	245G	
	JD Articulated Dump Truck	260E	
	JD Articulated Dump Truck	260E	
	JD Articulated Dump Truck	260E	
	JD Articulated Dump Truck	260E	
2015	John Deere Excavator	300G	
2018	John Deere Backhoe	310S	
	John Deere Backhoe	310SL	
2018	John Deere Skidsteer	333G	
	John Deere Skidsteer	333G	
2019	John Deere Skidsteer	333G	
2014	John Deere Excavator	350G	
2015	John Deere Excavator	350G	
2017	John Deere Excavator	3500	
2018	John Deere Excavator	350G	
2018	John Deere Excavator	350G	
	John Deere Excavator	350G	
2018	John Deere Excavator	470G	
2019	John Deere Excavator	50G	
2017	John Deere Loader	524K	
2018	John Deere Loader	524K	
2017	John Deere Loader	544K	
2014	John Deere Loader	544K	
2018	John Deere Loader	544K	
2018	John Deere Loader	544K	
2018	John Deere Loader	544K	
	John Deere Dozer	550K	
2018	John Deere Dozer	550K	
2018	John Deere Grader	622G	
2015	John Deere Loader	624K	
2017	John Deere Loader	624K	
2018	John Deere Loader	624K	
2018	John Deere Dozer	650K	
2018	John Deere Dozer	650K	
2018	John Deere Dozer	650K	
2018	John Deere Dozer	650K	
2018	John Deere Dozer	650K	
2013	John Deere Dozer	750K	
2013	John Deere Dozer	750K	
	John Deere Excavator	75G	
2019	John Deere Dozer	850l	
2017	John Deere Excavator	85G	
	BB250-B BROCE BROOM	BB250-B	
	Broce Broom w/ Kubota Engine	BB250-B	
	BB250-B Broce Broom Sweeper	BB250	
	Bomaa Roller	BW21	
	Bomag Roller	BW21	
	Bomag Roller	BW21	
	Bomag Roller	BW21	
	567 Peterbuild Truck 1885	567	
	PC150 Concrete Extruding	PC150	
	5700D Power Curber	PC5700D	
2016	Air Curtain	T300	
2017	Air Curtain	T300	
2021	John Deere Excavator	350G	
	John Deere Excavator	350G	
	Broce Broom BB250	BB250	
	John Deere Compact Exe	50G	
2019	John Deere Articulated Dump Truck	260E	
2019	John Deere 135 G Excavator	135G	

STATUS OF CONTRACTS ON HAND
(Attach additional sheets if necessary)
Company Name	W. Gardner, LLC	Date _

;;_0_2--'-2..:..8.....::-2----'0_2..:...3	_

Furnish requested information about all of Proposer's active contracts, whether as prime or subcontracts; whether in progress or awarded but not yet started; and regardless of with whom contracted. All amounts to be shown to nearest $1,000. Contractor may consolidate and list as a single item all

	PROPOSER'S UNCOMPLETED AMOUNT AS OF THIS DATE		
OWNER, LOCATION AND DESCRIPTION OF
PROJECT	CURRENT
CONTRACT AMOUNT AS PRIME	CURRENT
CONTRACT AMOUNT AS SUBCONTRACTOR	CURRENT
AMOUNT SUBJECT TO
OTHERS	

AS PRIME CONTRACTOR	

AS SUBCONTRACTOR	CO

ORIGINAL CONTRACT DATE	MPLETION DATE

APPROVED REVISED
DATE	
CURRENT ESTIMATE	
	$	$	$	
$	
$			DATE	
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	$	
$	
$	
$	
$				
	$	$	
$	
$	
$				
	$	$	
$	
$	
$				
	$	$	
$	
$	
$				
	$	$	
$	
$	
$				
Subtotal Uncompleted Work	
$	
$		
Total Uncompleted Work on Hand	1$	I	

contracts w.h1c.h 1ndiv1'duaIly do not exceed 3°/4o of total act·ive contracts and ·in total do not exceed 200,{o of the active total contracts.

See next page for Current/Past Jobs

Schcdued lo

Ycnr

Proicct N11mc

Pro"cx:1Location

Cit,,

Pcrecnt Comolct Comnlctc

2020 Grand Ool.s Ph 2
2020 Tribute Offsite
1021 Vic1oria Forest
2021 Bmnbrid e
2021 Beacon l.ako3B
2021 Tcrr11Pines IA. ID.2.3
2021 Northooint NJ>7
2022 Amelia National IC3 & IE 2022 Westlake Lot 24
2022 Beacon Lale Ph4 2022 Tidc:wator Unit 4
1022 UPS Air Rccovef\' Lot
2022 Salisburv BllSincss P"'1<
2022 Mercedes Bull.he::ad
2022 One Rh·C1'11dc
2022 Foundn. ('vnrc53 Pl;v.a Bldg I 2022 Bainbrid c PontoVodrt
202) C\'nress Pla1.n Muhifomilv
2023 LifePoint Rehabilitation

SR.16..StAu--...	l A ..---:ae
Pn:mn Street. St Amrnsllnc St Auoustinc
ArmldaloRd

-

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95.000/4

1--"•Ow-ncr-/GC•....---m

Con1ac1 Ma<Ha-no Tom Mche nn

Number
813·••7-3177
)8(,-!i27-678R

k

SR210

=

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95.0 /4

Billv Scott

100,ffl

Aaroa L,111u.

Port I<:	VI
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Pri	IV
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Rd

0.()()•/4
100.ffl
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Mike Vcnzc,,

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8'.00%

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310-9

8

904-271-9446
407-111-2193
919-86 -3102
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feb-23	I

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32.00%

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100.00%

·-·-

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DIIM-
Aaron L,·man
"'•V••-

$4,928.90).79
Sil iii"I 166.0I

407-4K8-2193

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S4.942,43R.77

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10.00-/4
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90.f-641)- 980
904.'.W9-3ll]
904-923-3441

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Sl.63r..20l.OO
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Nona	Bh"'

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In
Jameson Challin	904-497-ISOO
904-)91-0723	
Mathews Dcsiun GrouD	S3 6496R7.74
S3,63UI0.OO	
Scott
Jameson Chnuin	904-l'fl-9446
904-191-0723	&Miller
Molhe"s Dcsiun Groun	$l 000000.00
$3.600.000.00	
Krlmollo,,lcb	615·,.3-0012		S2 105 [Tl93	

Pro·cc:1Naml'

100.00%c... - .
100.00'/4 Comnlcte

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--

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,.....

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S9 10 ll2.77

Dami,St
Jackson, illc Univcni1,·
MlAPOW
10660 Validus Dri,·c

Dan Moran

Tonv B.1x1cr

R
Jacksonville

,_

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,

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-M-

Ene.1:md-Thims & Miller
one!
Ta"lot& Wllitc
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En2land4Thims & Miller
Domlnioo
AVA Ens inccrin11

$9432193,1'
$2,550,822.00
'••186l.OO
$2.176.760.00
$2017)00
S8.907,010.00
"'121 01•.oo
$1.191,295.00

923•344S

100.00%
100.00¾ Comnlctc

Iler

904-309- 000

IAdkinson En inccrin1t.

I

Sl.709.79l.OO

s1•oi"T.oo

,1-11Jinb
Trov G1mbide

l111UOO•••eLLC

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Conlm-.

ville
Jacksotwille

9779 Pri1chnrd Rd

Bl•""N•.t

1326"'

Abbot Cove
Wc 1li\J..ell

2018
2018

S619"'•.no
S2,l88.201.00

-

s·	iw •
Salllh Brandt

--~·-··lac.
Conlan

Comnlctc

I
100.00%

Jocksonl'illc

0N-b•
99.rn Richord Rd

SEA SunlYlrt
Cross Dock.

l019
2019

Sl2'
Sl,441.148.00

D_omi,ni.on.En2inocrin2 Grouo

904-191-0jl4
8D-957-3177

Mon: Hor.ris.

D..;d---

Southeast Dc,·eloomcnl Pnrtncn. LLC

LLC

-11Hoae ·-

Comnlctc

I
100.00-/,

St-•·
uSt.J.o.h_n.s.,..

SRl6
SR 16

OnndOw !DI
Grand OaJ..s IA & 18

2019
2019

&-Inc.

904.>73

IT• --
Nick Kausch

Toll Brother$

Comnlcte

100
100. /4

mtiif'Skmn«
SR 16

1TA Al'lartmeoll
Grand Oai,.s ICI

2019
2019

Dominion Ent1inccrine Groun

319-372-728l
770-809-1190

T
Stt>nhen Been

Moroans Co,·c Venture. LLC

100.00%
100.00%

360	Sl
1-91& CR2l4

ResidencoInn
Moruans Co,e

2019
2019

AMH
Hamt1ton West. lLC

IOOJ)O%
100.00'/4

6517fL.l6A
56(,3 Hamnton Creek Rd

M.inorca:i Mill
Hamnlon Wcsl Phase II

2020
2020

Amara Vita

2020

904.923.3445
3194372-728:'I

Ba. tcr Construction Comnanv

~·-

Com !etc

100.
100.00'/4

JAX9<Am•-l

2020

Sl.264.61UU6
S337 772.41
$%R.906JIJ

904-166-2111
904-H.f-1979

Susaon:i Catalano

Balrour Beath•

Com11lc1c

I
100.00-/4

Dennis And l\'cs JU B11skctball

2021
2020

912-6l0-9!19
312-802-:\404

Alnllro\\u

Jackson,·ille

a-

Adalit Drive
Pritchard Rd

Prow• Bello
Wcs1lal..e 33B

2021
1021

Number

Cont-'tt

Schcducd to Comlllcte

Percent Comnlct

Cih·

Projoct Locotion

Year

PROJECTS PROPOSER COMPLETED IN THE LAST TWO YEARS

Company Name	W. Gardner, LLC	Date _0=2=---=2=-8--=2=0=2=-3	
List all projects completed in the last two years for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the

PROJECT NAME/ LOCATION	FINAL
CONTRACT AMOUNT	PRIME OR
sus1	CLASSIFICATION OF WORK
PERFORMED	YEAR STARTED/ COMPLETED	
OWNER NAME/ LOCATION 2	
NAME & PHONE NUMBER OF OWNER'S REPRESENTATIVE ON THIS PROJECT 3	
See previous page							

							

							

							

							

vear the oroiect was started. IncIud.e 1n the r1st oroiects that were started earr,er than two vears but were comoIeted.Withm'

the Iast two years.

'Prime or Sub' should indicate whether Proposer performed the work as a prime contractor or as a subcontractor.
'Owner Name/ Location' should indicate the Owner of the project if the Proposer performed the work as a prime contractor or the general contractor if the Proposer performed the work as a subcontractor.
3	'Name & Phone Number of Owner's Representative on this Project' should list a reference from the business entity listed in the previous column familiar with Proposer's contract performance.

AFFIDAVIT FOR INDIVIDUAL

STATE OF		
ss
COUNTY OF		

	, being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of this date; and that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application
constitute fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

(Proposer must also sign here)

Sworn to before this 	 day of 	,2023.

Notary Public/ Expiration Date: (SEAL)

AFFIDAVIT FOR PARTNERSHIP

STATE OF		 COUNTY OF		

)
)	ss
}

	,  is a member of the firm of 	_
being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of the date of this affidavit; and, that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application constitutes fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

(Signature of a General Partner is Required)

Sworn to before me this 		day of 	,2023.

Notary Public / Expiration Date:

(SEAL)

AFFIDAVIT FOR CORPORATION

STATE OF COUNTY OF

Florida	)

)	ss
  Duval		1

  Thomas F. Unger
(title) Executive Vice President
of the W Gardner, LLC
(a corporation described herein) being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of the date of this affidavit; and, that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application constitutes fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

CORPORATE SEAL

Sworn to before me this	28	day of February	, 2023.

:	* Notary Public, State Of Florida

MICHELLE GLASS-OBRIEN

.,!I!'!, Commission No. HH l57070
My Commission Expires: 7122/2025

'

Notary Public / Expiration Date: (SEAL)

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

W. Gardner, LLC

SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(N) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to 	

B o.q......_qy.	.._B ra=n c h_C o_m m u_n itv D e v el=o=p m e Dn t is tr ic t 		_
(print name of the public entity)

by	Thomas E Unger, Executive Vice President
(print individual's name and title)
for  W. Gardner, LLC
(print name of entity submitting sworn statement) whose business address is
4929 Atlantic Blvd., Jacksonville FL 32207

and (if applicable) its Federal Employer Identification Number (FEIN) is 82-0930868

(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement

I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with any agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United
States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudications of guilt, in any federal or state trial court of record relating to charges brought by indictment or information
after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a please of guilty or nolo contendere.

I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:

A predecessor or successor of a person convicted of a public entity crime; or

An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person
who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.)
_x_ Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final order)

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORNENDOR EXECUTING THIS PUBLIC ENTITY CRIME AFFIDAVIT TO VERIFY THAT NONE OF THE SUBCONTRACTORS/SUPPLIERS UTILIZED FOR THIS BID/QUOTE HAVE BEEN CONVICTED OF A PUBLIC ENTITY CRIME SUBSEQUENT TO JULY 1, 1989. IN THE EVENT IT IS LATER DISCOVERED THAT A SUBCONTRACTOR/SUPPLIER HAS BEEN CONVICTED OF A PUBLIC ENTITY CRIME, THE CONTRACTORNENDOR SHALL SUBSTITUTE THE SUBCONTRACTOR/ SUPPLIER WITH ANOTHER WHO HAS NOT RECEIVED A CONVICTION. ANY COST ASSOCIATED WITH THIS SUBSTITUTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORNENDOR.

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION
287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.

(signature)

STATE COUNTY OF

 Florida	 Duval

The foregoing instrument was signed and acknowledged before me this 28 day of February	, 2023 by:
Thomas F. Unger

who produced take an oath.

as identification, and who (did) (did not)

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

(Type of Identification and Number)

Notary Public Signature

Printed Name of Notary

MICHELLE GLASS.OBRIEN ,

•*

Notary Public, State Of Florida

' ,.;.;,My Commission Expll'CS: 7122/2025

* Commission No. H 157070

'1H- I 5 7o 70 	7/z,z/,zozs	,
Notary Commission Number/Expiration

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT AFFIDAVIT OF NON-COLLUSION

STATE OF FLORIDA COUNTY OF ....:D=-UV.:..:,a=I	_

I, Thomas F. Unger	, do hereby certify that I have not, either directly or indirectly, participated in collusion or proposal rigging. Affiant is a Executive Vice President (officer or principal) in the firm of W. Gardner, LLC		, and authorized to make this affidavit on behalf of the same. I understand that I am swearing or affirming under oath to the truthfulness of
the claims made in this affidavit and that the punishment for knowingly making a false statement includes fines and/or imprisonment.

Dated this  28  day of February   , 2023.

STATE OF FLORIDA
COUNTY OF --D=u..:v:a.:l....;._;=----

Sworn to (or affirmed) and subscribed before me this 28   day of  !F e b r u a -.,,..;::;;;;;;;;: 1
Thomas E Unger	, of the W. Gardner, LLC	who to me or who has produced 		 asidentification an take an oath.

My Commission Expires: 7 /z,2.-/Zl)ZS
(SEAL)

 -o	
Signature of Notary Public taking acknowledgement

*	* Notary Public, State Of Florida
Commission No. HH 157070

MICHELLE GLASS-OBRIEN

My Commission Expires: 7/2'2/2025

a

SWORN STATEMENT PURSUANT TO SECTION 287.135(5), FLORIDA STATUTES, REGARDING SCRUTINIZED COMPANIES WITH ACTIVITIES IN SUDAN LIST OR SCRUTINIZED COMPANIES WITH ACTIVITIES IN THE IRAN PETROLEUM ENERGY SECTOR LIST

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

I.	This sworn statement is submitted to: Boggy Branch Community Development District

by  Thomas F. Unger, Executive Vice President
(print individual's name and title)

for  W. Gardner, LLC
(print name of entity submitting sworn statement)

whose business address is
 4929 Atlantic Blvd., Jacksonville, FL 32207	

I understand that, subject to limited exemptions, section 287.135, Florida Statutes, declares a company that at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract is on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to section 215.473, Florida Statutes, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with a local governmental entity for goods or services of $1 million or more.

Based on information and belief, at the time the entity submitting this sworn statement submits its proposal to the Boggy Branch Community Development District, neither the entity, nor any of its officers, directors, executives, partners, shareholders, members, or agents, is listed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

If awarded the Contract, the entity will immediately notify the Boggy Branch Community Development District in writing if either the entity, or any of its officers, directors, executives, partners, shareholders, members, or agents, is placed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

□

STATE OF FLORIDA
COUNTYOF 	-u va_l ---
Swom to (or affinned) and subscribed before me this	28	day of Februa	,2 3-Qy 	 Thomas F. Unger	, of the W Gardner, LLC		who is;;ia)ly: JU).Wlfto me or who has produced 		 asidentification and who did (did not) take an oath.

My Commission Expires: 7 /1,.zh,g2S 

MICHELLE GLASS-0B_RIEN

*	* c:7mission No. HH 157070

.,		No	Public, State Of lcmda

,.:.;,My Commission Expires: 7/22/2025

'

I

'

7 

(SEAL)	'

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ACKNOWLEDGEMENT OF RECEIPT OF DOCUMENTS AND PROPOSAL SIGNATURE FORM

This Proposal for construction services has been submitted on this day of  February

, 2023 by

W. Gardner, LLC	[company] whose business address is 	
_4 8=2=9'-'-A_,_,t"-!:la,_,_,n..,,,_ti=c..:::B:.!..:lv d,,.,,,..,,J a c ks,;..::o=<:n'-;.v ill:.;::::e..,_,!-F=3-L -=22!!::.:0 7"	--·

telephone number is 904-801-2121	, fax number is 	 address is Estimating@gardnerland.com

and	e-mail

The undersigned acknowledges, by the below execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information one hundred and twenty (120) days from the date of the Proposal opening, and if awarded the contract on the basis of this Proposal, to enter into and execute the services contract in substantially the form included in the Project Manual.

Proposer understands that inclusion of false, deceptive or fraudulent statements on this Proposal constitutes fraud; and, that the Boggy Branch Community Development District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the District.

Furthermore, the undersigned acknowledges receipt of the following documents, the provisions of which have been included in this Request for Proposal.
Request for Proposal (2 pages)	7-	(Initial)
Instructions to Proposer (9 pages)	?-	(Initial)
Evaluation Criteria (1 page)	(Initial)

Organization Information of Proposer (14 pages)	r 	(Initial)
Sworn Statement on Public Entity Crimes (3 pages)	y- 	(Initial)
Non-Collusion Statement (1 page)	.y- 	(Initial)
Scrutinized Companies Form (1 page)	7 	(Initial)

Acknowledgement of Receipt of Documents (2 pages)

Addenda Acknowledgement (1 page)

	,	 2-:	(Initial)

•2:

(Initial)

Proposal Bid Form w/ Attachments (23 pages)

Standard Form of Agreement Between Owner and Contractor and Exhibit A, Amendments to Standard Form (11 pages)

,	'2,.,,-	(Initial)
,	y 	(Initial)

Standard General Conditions of Construction Contract (42 pages)	/ 	(Initial)

Supplementary Conditions (19 pages)

Performance and Payment Bonds (4 pages)

List of Drawings and Permits (full list attached)

>2:	(Initial)
	,	2:	(Initial)
;7-	(Initial)
7 

Technical Specifications (by signing, Proposer acknowledges that he/she will conform all work to the latest standards and specifications of City of Jacksonville, JEA and other utility providers as
applicable)

------"'/'--	

(Initial)

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the District, or their authorized agents, deemed necessary to verify the statements made in this Proposal or attachments hereto, or regarding the ability, standing and general reputation of the Proposer.

  W. Gardner LLC	
Name of Organization

This 	1L day of  February	, 2023	By: Thomas F. Unger, Executive Vice President
Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)
,,,,	tit,,,,,,
,,,,,, r,-..RDN ri'',,,,

'</ ', C, -;.

State of Incorporation:	/  0. -- - -· ,-. ( ,,,,.

State of Florida
ss
County of .....:::.D...:.u...:.v...:.a:. I	

------ ,.,...,...c,...::.-,:_,,.'_'c\...'\....,e, L/4,9- - < ,,.

E	'V	.

I -	/'  \
;	SEAL . 1

,	/;,, - ,., ,_  - 0'

\, o>:·._C'o,,r" -{ _,: /
, ,,-...1/"L:--"'.... 	.. '	......
,,,,,,' OFF\.O,,,,,,

The fore oin instrument was acknowledg_ d before me this  28 day of February	, 20 ' ,''"'"''

e!:!!.....r 	,of the W. Gardner, LLC----		,	who	is or who has produced 	 as identification and who
ath.

Signature of Notary taking acknowledgement
My Commission Expires: 1.f22/'2JJ2:::S

*	* Notary Public, State Of Florida
Commission No. HH 157070

MICHELLE GLASS-OBRIEN

My Commission Expires: 7/22/2025

•

(SEAL)

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ADDENDA ACKNOWLEDGEMENT FORM

Proposer acknowledges receipt of the following addenda:

Addendum No.	1	dated	 January 30, 2023		

Addendum No.	2	
dated	February 15, 2023		

Addendum No.	3	
dated	 February 23, 2023		

Addendum No.	4	
dated	 February 23, 2023		

Addendum No.	dated 	

Addendum No.		dated 	 Addendum No. 		dated 	

Proposer:

 W. Gardner. LLC		Date:		

Address:

 4929 Atlantic Blvd.	 Jacksonville, FL 32207

By: Date:

k-?
02-28-2023

 Thomas F. Unger, Executive VP	
Type Name and Title

Florida Construction Industry Board License No.:	CUC1225422

PROPOSAL REQUIREMENTS

Revised February 9, 2023
PROPOSAL
(Official Cost Summary Form) FOR
Southeast Quadrant Residential Phase 1C

FOR

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT C/O ENGLAND-THIMS & MILLER, INC.
14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32258

on or before February 27, 2023@ 3:00 P.M.
TO:		Boggy Branch Community Development District FROM:	W. Gardner LLC
(Contractor)

In accordance with the Request for Proposals for Southeast Quadrant Residential Phase 1C, the undersigned proposes to construct all work necessary to install a complete project, including but not limited to clearing, earthwork, paving, signing, pavement marking, drainage, potable water, sewer and reuse systems, and landscape as shown on the plans released for bid on January 26, 2023, prepared by England­ Thims & Miller, Inc. Work shall also be in accordance with ECS Florida, LLC Geotechnical Reports and with City of Jacksonville, JEA, Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Army Corps of Engineers (ACOE) and Florida Department of Transportation (FOOT) Standard Specifications and Permits.

All proposals shall be for complete work in accordance with the construction plans. (No partial bids accepted.)

T:12019119-115I19-115-03119-115-03-007\Project Management\Bid Documents\14 - Official Bid Form.docx

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

TO:	Boggy Branch Community Development District From:		W. Gardner LLC
In response to your Request for Proposal, the undersigned hereby submits our Proposal for the Southeast Quadrant Residential Phase 1C project within the Boggy Branch Community Development District ("District"). This Proposal has been prepared and submitted subject to the conditions and requirements set forth in the Project Manual, including all Addenda. All of the documents included in the Project Manual and Addenda thereto, so far as they relate to this Proposal, are made a part hereof. The undersigned (Contractor) herewith proposes to perform the work stipulated for the unit and/or lump sum prices given by the Summary of Costs and schedule of values that is part hereof.

The undersigned has carefully checked the Summary of Costs and schedule of values against the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents and all Addenda before proposing this Proposal and accepts them as correctly listing the complete work to be done in accordance with the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents.
The undersigned Proposer examined the entire Project Manual, including but not limited to the Request for Proposal, plans and specifications, General and Special Conditions, and other contract documents and all addenda and is acquainted with and fully understands the extent and character of the work covered by this Proposal and the specified requirements for the work to be performed for the Project. Further, the Proposer has examined the work site and is fully informed as to conditions at this site. The Proposer understands that all work provided for in the Project Manual, including but not limited to all contract-related documents, as may be amended, shall be warranted to the benefit of the City of Jacksonville provided until at least 12 months after as-built approval by the City. All other work shall be warranted in accordance with the Contract Documents. However, none of the above is intended to shorten the statutory or common law construction warranties to which the District is otherwise entitled.

The undersigned Proposer certifies that no officer or agent of the Boggy Branch Community Development District is directly or indirectly interested in this Proposal.

The undersigned Proposer states that this Proposal is made in conformity with the Project Manual and agrees that in case of any discrepancy or differences between any condition of his or her Proposal and those of the Project Manual, the provisions of the latter shall prevail.
The undersigned Proposer certifies that he or she has carefully examined the project site, made his/her own measurements and calculations and prepared and checked the foregoing Proposal after the same was completed and has verified every item placed thereon; and agrees to indemnify, defend and hold harmless the Boggy Branch Community Development District, CND-ICI SEQ, LLC and England-Thims and Miller,
Inc. against any cost, damage or expense which may be incurred or caused by error in his or her preparation of the same.

The undersigned acknowledges, by execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information ninety (90) days from that date of the Proposal opening, and if awarded a contract on the basis of this Proposal, or a portion thereof, to enter into and execute the EJCDC standard form of agreement in substantially the form included in the Project Manual. Further the Contractor warrants the pricing provided in the Proposal shall remain valid and binding for the term of the agreement and not subject to escalation, including for gasoline, labor or material price increases.

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Proposer understands that inclusion of false, deceptive, or fraudulent statements on the Proposal constitutes fraud; and that the District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the Boggy Branch Community Development District.

W. Gardner, LLC
Name of Organization

This day of February	, 2023	By:	Thomas F. Unger, Executive Vice President
Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)

Southeast Quadrant Residential Phase 1C

MOBILIZATION AND SITE PREPARATION

CLEARING AND GRUBBING

SEEDING, MULCHING AND SOD

EROSION AND SEDIMENT CONTROL

STORMWATER POLLUTION PREVENTION PLAN

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

ROADWAY AND ALLEY EARTHWORK

LOT FILL, COMPACTION, SEEDING AND TESTING

ROADWAY CONSTRUCTION

ALLEY CONSTRUCTION

STORM DRAINAGE SYSTEM

ROADWAY UNDERDRAIN

PAVING AND DRAINAGE AS-BUilTS

JEA WATER DISTRIBUTION SYSTEM

0. JEA GRAVITY SANITARY SEWER SYSTEM

JEA RECLAIMED WATER DISTRIBUTION SYSTEM

WATER, SEWER, AND RECLAIM SYSTEMS AS-BUilTS

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

JEA ELECTRICAL INFRASTRUCTURE

TESTING

UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Onsite disposal of
unsuitable material)

LANDSCAPING

BONDING/ WARRANTY

$	981027.92

$	1831081.54

$	148,477.54
$	81,621.56
$	26,881.01
$	610,287.86
$	478,141.87
$	416,677.81
$	1,786,027.34
$	227,100.06
$	2,121,070.01
$	78,900.00
$	24,958.27
$	1,182,882.99
$	1,055,447.55
$	849,762.99
$	42,928.93
$	261,430.00
$ 125 000.00
$	60,373.60
$	None Anticipated
$	522,025.78
$	157,011.99

TOTAL LUMP SUM COST PROPOSAL

(ITEMS A-W)

$	10,538,116.62

BID ALTERNATE:

Y.  UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite disposal
of unsuitable material)	$	220,111.62

Southeast Quadrant Residential Phase 1C

A.	MOBILIZATION AND SITE PREPARATION

Includes all preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices (Contractor's, as necessary), safety equipment and first aid supplies, and sanitary and other facilities. Includes the costs of any required insurance, site preparation and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. All pre-construction and construction survey costs are included in the mobilization. Also includes all demolition costs. This item will be paid for on a percentage completion of construction basis.

TOTAL LUMP SUM PRICE ITEM A:
$ _9_8_,0_2_7_._92	
_N_i_n_e_ty_-e_i_g_h_t_th_o_u_s_a_nd_t,w_e_n_ty_-_s_e_ve_n_a_n_d_9_2_/1_0_0

(Numerals)

(Written)

CLEARING AND GRUBBING

Includes complete clearing and grubbing and burning (if allowed) and/or removal off-site of all trees, brush, roots, and all other debris in accordance with project specifications, City of Jacksonville, the Report of Geotechnical Exploration and FOOT Standards and Specifications, whichever is more stringent. This clearing and grubbing will be done within the roadways and alleys rights-of-way, lots, stormwater management facilities, fill slopes, permanent easements, temporary construction easements, construction staging area, public easement areas, and all other areas as necessary to complete the construction of this project. Special care shall be taken to ensure preservation of all natural vegetative buffers, upland preservation and wetland areas indicated on the plans, including tree fencing as necessary.

TOTAL LUMP SUM PRICE ITEM 8:
$	183,081.54

(Numerals)

One hundred eighty-three thousand, eighty-one and 54/100	(Written)

SEEDING AND MULCHING AND SOD

This item includes the complete grassing and mulching of all disturbed areas within the project limits, excluding the residential lots. Also includes the complete sod strip along the curb of all proposed rights-of-way (including alleys), grassing of all rights-of-way and roadway embankment, and where applicable as shown on the plans. Also includes sodding the stormwater management facility pond bank including berms, backslopes to existing grade, top of bank and inside pond bank to normal water level elevation as shown in plan detail.

TOTAL LUMP SUM PRICE ITEM C:
$	148,477.54

(Numerals)

One hundred forty-eight thousand, four hundred seventy-seven (Written)

and 54/100

Page 5 of 12

EROSION AND SEDIMENT CONTROL

Includes all measures that are required to comply with the State of Florida water quality standards. This includes, but is not limited to silt screens, hay bales, sodding, settling ponds or other such measures that shall prevent the discharge of turbid waters from the site and minimize erosion of all graded areas, as shown on the Sediment and Erosion Control Plan. This item will be paid for on a percentage of total construction complete basis.

TOTAL LUMP SUM PRICE ITEM D:
$	81,621.56

Eighty-one thousand, six hundred twenty-one and 56/100

(Numerals)

(Written)

STORM WATER POLLUTION PREVENTION PLAN

The contractor shall submit the NPDES Permit and adhere to all Federal rules and regulations regarding the National Pollutant Discharge Elimination System (NPDES) for construction and ground water discharge including all monitoring record keeping and submittals. The Storm Water Pollution Prevention Plan (SWPPP) included in these plans shall establish the minimum requirements allowed. The contractor shall implement additional measures, as required, to ensure compliance with the NPDES requirements. This item does not include erosion controls item shown on the erosion and turbidity control plans or erosion and turbidity controls required by the City of Jacksonville or the St. Johns River Water Management District.

TOTAL LUMP SUM PRICE ITEM E:
$ 	 2_6_,8_8_1_._0_1	(Numerals)

Twenty-six thousand, eight hundred eighty-one and 01/100	(Written)

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

Includes all dewatering and excavation/construction of SMF Nos. 9 and 10 to the SMF contours shown in the plans. Also includes berm construction, grading, compaction, and testing complete, as required on the Paving and Drainage Plan and specified in the Report of Geotechnical Exploration. Suitable material from stormwater management facility excavation may be used as fill for on-site needs provided it meets the structural fill requirements as specified in the Report of Geotechnical Exploration. Unsuitable material shall be disposed of off-site or placed in the SMF bottoms or in the top of bank of the back side of SMFs on the opposite side of lots, with two (2) feet of suitable material cover. No unsuitable material shall be placed in SMF banks or in any portion of lots.

Note: Contractor shall excavate SMF Nos. 9 and 10 to the maximum depths specified on the plans.

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF No. 9  52,369
(BANK MEASURE)

C.Y.

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF NO. 10  79.325	C.Y.
(BANK MEASURE)

TOTAL LUMP SUM PRICE ITEM F:

$ 	 6_1_0_,_28_7_._8_6		(Numerals)

Six hundred ten thousand, two hundred eighty-seven and 86/100(Written)

ROADWAY AND ALLEY EARTHWORK
Includes all dewatering, excavation, fill, compaction, stabilization, testing and all additional work necessary to construct the roadway and alley embankments to subgrade as shown on the Paving and Drainage Plans and roadway profile sheets. Also includes all fine grading and dress-up work necessary to complete the project.

ESTIMATED QUANTITY OF ROADWAY AND ALLEY FILL REQUIRED:  5,170	C.Y.
(BANK MEASURE)

TOTAL LUMP SUM PRICE ITEM G:
$	478,141.87

(Numerals)

Four hundred seventy-eight thousand, one hundred forty-one and 87/100

	(Written)

LOT FILL, COMPACTION, SEEDING AND TESTING

The lots shall be stripped and grubbed in accordance with the Report of Geotechnical Exploration. Lot fill areas (including any existing ditches) shall be filled with clean structural fill placed in 12" lifts to specified grades as shown on the Neighborhood Grading Plans and in accordance with the Report of Geotechnical Exploration. Fill under building pads shall be placed to 18" below the specified finish floor elevation. Also includes the fill slopes shown at the rear/side of lots adjacent to wetlands, buffers, etc. Elevations shown on the plan shall be minimum grades and areas of fill shall be within 0.1' of the design grades. Where the finished grade of a lot is at least 12 inches higher than the original natural grade, any fill material will be compacted with appropriate compaction equipment to 95 percent of the soil's modified Proctor Maximum Density (ASTM D 1557). A minimum of (1) density test shall be performed per 5,000 s.f. per lift and/or a minimum of (1) test per lot, whichever is less. This item includes grassing and mulching of all lot areas outside of the stormwater management facilities. Swath type lot grading is to be used for lot grading (ie. no swales between building pads).

ESTIMATED QUANTITY OF LOT FILL REQUIRED:  64,897   C.Y. (BANK MEASURE

TOTAL LUMP SUM PRICE ITEM H:
$	416,677.81

(Numerals)

Four hundred sixteen thousand, six hundred seventy-seven and 81/1OO(written)

ROADWAY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the final lift of the asphaltic concrete surface course, curb and gutter, sidewalks to be constructed by site work contractor (but not the multi-use paths), ADA ramps, valley gutter, on-street parking, transitions to inlets, connection to the existing roadway and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub-contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications. The curb and gutter in front of lots that do not have an alley behind them shall be Miami curb and gutter. All other curb and gutter shall be City standard.
Material only price for base:	$ 208,568.29

TOTAL LUMP SUM PRICE ITEM I:
$	1,786,027.34

(Numerals)

One million, seven hundred eighty-six thousand, twenty-seven and 34/100

		(Written)

Page 7 of 12

ALLEY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the ribbon curb, transitions to inlets, and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub­ contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications.

TOTAL LUMP SUM PRICE ITEM J:
$	227,100.06

(Numerals)

Two hundred twenty-seven thousand, one hundred and 06/100 (Written)

Material only price for base:

STORM DRAINAGE

$	29,934.40

Includes the roadway and alley storm drainage system complete, including all dewatering, structures, pipes and swales as specified. Includes removal and replacement of any unsuitable material encountered, disposal of unsuitable material and all other work necessary to complete the installation. Also includes 2-20' underdrain stub­ outs per drainage inlet and any additional underdrain shown in the plans. All RCP storm drain pipe joints shall be wrapped with filter fabric. All work shall be done in accordance with the plans, specifications, and issued permits.

Note: Any storm drain pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream drainage structure, and shall include that upstream drainage structure.

Material only price for RCP:
Material only price for Precast Structures:

$  752,338.32
$  322,169.71

TOTAL LUMP SUM PRICE ITEM K:
$ _2_1,_2_1_,0_7_0_._0_1		(Numerals)

Two million, one hundred twenty-one thousand, seventy and 01/100 (Written)

ROADWAY UNDERDRAIN

Basis of Bid shall be one thousand, five hundred (1,500) linear feet of Type1 underdrain at$ 52.60 /If. This is above and beyond the 20' stubouts from each inlet and other underdrain shown on the plans.

TOTAL LUMP SUM PRICE ITEM L:
$	78,900.00

_S_e_v_e_n_ty_-_e_ig_h_t_th_o_u_s_a_n_d_,  _n_in_e_h_u_n_d_r_ed_a_n_d_0_0_/_1O_O	

(Numerals)
(Written)

PAVING AND DRAINAGE AS-BUILTS
Includes the preparation and submittal of all as-builts in accordance with City of Jacksonville and St. Johns River Water Management District requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM M:
$ 	24_,_9_5_8_.2_7		(Numerals)

_T_w_e_n_a.ty_-f_o_u_r_th_o_u_s_an_d_,_n_in_e_h_u_nd_r_e_d_fi_1ft..c,_y_-e_ig;::  h_t_a_n_d_2_7_/_1O_O

(Written)

Page 8 of 12

JEA WATER DISTRIBUTION SYSTEM
Includes the construction of the water distribution system complete, including all pipe, services, valves, hydrants, fittings, connection to the existing system, testing, and disinfection, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$ 243,499.68
$ 308,632.76

TOTAL LUMP SUM PRICE ITEM N:
$	1,182,882.99

(Numerals)

One million, one hundred eighty-two thousand, eight hundred	(Written)

eighty-two and 99/100
0.	JEA GRAVITY SANITARY SEWER SYSTEM

Includes the construction of the gravity sanitary sewer system complete, including all dewatering, structures, pipe services, stub outs, temporary plug and testing as specified to meet FDEP and JEA standards and specifications. Also includes the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system.

Note: Any gravity sewer pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream sanitary sewer manhole and shall include that upstream sanitary sewer manhole.

Material only price for PVC pipe: Material only price for precast structures:

$ 168,186.31
$ 121 311.76

TOTAL LUMP SUM PRICE ITEM 0:
$	1,055,447.55

(Numerals)

One million, fifty-five thousand, four hundred forty-seven and 55/100 (Written)

Page 9 of 12

JEA RECLAIMED WATER DISTRIBUTION SYSTEM

Includes the construction of the reuse water distribution system complete, including all pipe, services, valves, fittings, connection to the existing system, testing, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C reclaimed water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$	189,483.16
$  181,286.45

TOTAL LUMP SUM PRICE ITEM P:

$	849,762.99

(Numerals)

Eight hundred forty-nine thousand, seven hundred sixty-two	(Written)

and 99/100
WATER, SEWER AND REUSE AS-BUilTS

Includes the preparation and submittal of all water, sewer, lift station, forcemain and reclaim system as-builts, including all water, sewer, reuse forcemain and storm crossings, in accordance with the Florida Department of Environmental Protection, the JEA and City of Jacksonville requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM Q:

$ _4_2_,9_2_8_._9_3	(Numerals)

Forty-two thousand, nine hundred twenty-eight and 93/100

(Written)

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

Includes the provision and installation of irrigation, electrical, telephone and cable television sleeves. These unit process will be used once the Sleeving Plan is developed. Payment shall be based on the actual quantity installed.

Sub-Totals (Numerals) SCH 40 PVC:
2" Basis of Bid 3,000 L.F. $_  _,,1,-,1r-.7,....,8. --_per L.F.
3" Basis of Bid 3,000 L.F. $	14.11	per L.F.
4" Basis of Bid 4,000 L.F. $	 18.10	per L.F. 6" Basis of Bid 4,000 L.F. $	27.84	per L.F.

TOTAL LUMP SUM PRICE ITEM R:

$ 	 2_6_1_,4_3_0_.0_0	

(Numerals)

Two hundred sixty-one thousand, four hundred thirty and 00/1OO(Written)

Page 10 of 12

JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE

The cost for the electrical distribution infrastructure is to be included in the Contractor's Contract within this allowance. This includes materials and labor to install the manholes, conduits, concrete pads and all the appurtenances. Also includes provision of as-builts to the JEA, and coordination with the JEA to ensure timely installation of cable and electrical equipment. An allowance of $125,000.00 is provided for this item but all reimbursements for this item will be made to the Contractor based upon the actual cost.

The JEA will supply all manholes, conduit and marker balls for the conduit system, three phase transformer pads and street light bases. In addition, the JEA will supply and install all switch cabinets, transformers, cables and light poles. It will be the Contractor's responsibility to coordinate with the JEA for timely delivery of project materials to meet the project substantial and final completion dates.

TOTAL LUMP SUM PRICE ITEMS:

$ 125 000.00

(Numerals)

...:::O'-'-n=e;...:h..:.:u=n=d:.:..re=d twc:...e=n..:.:t'-Ly-"fiC.:..v=e...:ath o=u=s=a=n=d_.a=n=d,_0=0=/--'-1=0=0	(Written)

TESTING

The costs for all testing associated with the construction of the project is to be included in the Contractor's Contract. This includes, but is not limited to, all LBR tests, compaction tests, asphalt coring, concrete strength tests, pond embankment density, and all other testing necessary to comply with COJ and JEA requirements and included in the Report of Geotechnical Exploration.

TOTAL LUMP SUM PRICE ITEM T:

$  60,373.60
Sixty thousand, three hundred seventy-three and 60/100

(Numerals)

(Written)

UNSUITABLE MATERIAL REMOVAL/ REPLACEMENT
(Onsite disposal of unsuitable material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This basis of bid assumes that all unsuitable material shall be disposed of onsite.

Basis of Bid Quantity: 	 0	

C.Y.(Bank Measure)	$	0_.0_0 

./C.Y. (Bank Measure)

TOTAL BASIS OF BID PRICE ITEM U:
$	None Anticipated

(Numerals)

	(Written)

LANDSCAPING

Includes all work necessa	to install the trees de icted on the Landsca e Code Plan.

TOTAL BASIS OF BID PRICE ITEM V:
$ 522,025.78

(Numerals)

_F_i_v_e_h_u_n_d_re_d_tw_e_n_t_y-_tw_o_t_ho_u_s_a_n_d_,_tw_e_nt_y_-f_iv_e_a_n_d_7_8l_1_0_0

(Written)

Page 11 of 11

PAYMENT AND PERFORMANCE BOND

Includes cost of providing payment and performance bond in accordance with project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.1:
$	157,011.99
_O_n_e_h_u_n_d_re_d_fi_ft_y-_s_e_v_e_n_th_o_u_s_a_n_d_,_e_le_v_e_n_a_n_d_9_9_1_1_0_0	

(Numerals)
(Written)

CONTRACTOR'S WARRANTY

TOTAL BASIS OF BID PRICE ITEM W:
$	157,011.99

(Numerals)

_O_n_e_h_u_n_d_re_d_fi_ft"-y-_s_e_ve_n_th_o_u_s_a_n_d_,_e_le_v_e_n_a_n_d_9_9_/_1_0_0	

(Written)

TOTAL LUMP SUM PRICE ITEM X:

$

_2_2_0_,_1_1_1_.6_2	(Numerals)

(Written)

BID ALTERNATE:

X.	UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite Disposal of Unsuitable Material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This bid alternate assumes that all unsuitable material shall be disposed of offsite.

Basis of Bid Quantity:	5,000

C.Y. (Bank Measure)	$	44.03	/C.Y. (Bank Measure)

SUB-TOTAL LUMP SUM PRICE ITEM W.2:
$ _l_n_cl_u_d_e_d_i_n_p_r_o_p_os_a_l	(Numerals)

(Written)

Includes the cost of providing a Contractor's warranty in accordance with City of Jacksonville and JEA standard requirements and the project specifications.

Page 12 of 12

GENERAL NOTES

The Proposer shall submit a detailed construction schedule with the proposal that outlines time frames for major work items. This schedule shall demonstrate completion within the time frames specified in this Proposal.

The Proposer shall submit a graphical representation of the project earthwork (heat map). This shall show the color coded depths of excavation and fill that were used to evaluate the earthwork quantities.

The proposer shall submit the earthwork cuUfill sheets that were generated by the earthwork software used to calculate the earthwork quantities.

Standard Engineers Joint Contract Documents Committee (EJCDC) contract documents as modified by the DISTRICT will be used for the Contract and General Conditions.

The DISTRICT will provide the following survey stakeout work for the Contractor on a one time basis. The Contractor must provide all other necessary survey work.

Two Project Benchmarks
Centerline P.l.s

Where so indicated in this Proposal, lump sum prices shall be expressed (printed or typed) in words and numerals, and in the case of discrepancy between the two, the amount expressed in words shall govern.

The Contractor shall be responsible for, and his Proposal includes, coordinating the work necessary with City of Jacksonville and JEA.

The Contractor shall be responsible for coordinating the work necessary to complete all final approvals and acceptances and acceptances as required by the DISTRICT, COJ, FDEP, SJRWMD and JEA.

The Contractor shall complete his work in a professional and workman-like manner typical of his industry. There shall be no sections or parts missing. Further, the work shall be complete and able to function for its intended use. The work must be continuous.

All storm drainage must be maintained during construction. If this does not occur, the Contractor will be responsible for any damage that may result.

Water, sewer and reuse as-builts must include elevation on all water/storm and water/sanitary crossings. Sanitary Sewer services crossings are not included.

The Contractor must comply with and include in his bid all costs associated with compliance with the Florida Trench Safety Act.

PROPOSER accepts all of the terms and conditions of the Request for Proposal and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening. PROPOSER will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) calendar days after the date of DISTRICT's Notice of Award.

In submitting this Proposal, PROPOSER represent, as more fully set forth in the Agreement, that:

PROPOSER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work.

PROPOSER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work.

PROPOSER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site which have been identified in the Contract Documents. PROPOSER acknowledges that DISTRICT and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. PROPOSER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by PROPOSER and safety precautions and programs incident thereto. PROPOSER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for
performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents.

PROPOSER has correlated the information known to PROPOSER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.

PROPOSER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that PROPOSER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to PROPOSER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

The following documents are attached to and made a condition of this Bid:

Required Bid Bond;

Certificate as to Corporate Principal;

Attachment A - PROPOSER'S Sworn Affidavit;

Attachment B - List of Proposed Subcontractors;

Attachment C - Certificate of Compliance with Florida Trench Safety Act;

Miscellaneous Proposal Requirements found in Instructions to Proposers, Section 21.

Communications concerning this Bid shall be addressed to: The address of PROPOSER indicated below:
  4929 Atlantic Blvd.	
Jacksonville, FL 32207

Telephone Number: 	

9_0_4_-8_0_1_-_2_1_2_1	

Terms used in this Bid which are defined in the General Conditions, Supplementary Conditions or Instructions will have the meanings indicated in the General Conditions, Supplementary Conditions or Instructions.

We, the Undersigned, hereby declare that no person, persons, firm, or corporation, other than the undersigned, are interested I this proposal as principals and that this Proposal is made without collusion with any person, firm, or corporation.

CORPORATE/COMPANY

Company Name: W. Gardner LLC	(Seal)

By:		
1

By:	

Address:	4929 Atlantic Blvd.

Thomas F. Unger, Executive Vice Pr sident
(Name typed or printed)

(Name typed or printed)

Jacksonville, FL 32207

Telephone No.: (904)801-2121	Fax No.:(_)		 State Contractor License Number: _C=-U.::.....;;;Cc...1;..::2::..::2::..:5:....4.:...::2::..::2;;	_
Federal I.D. Tax Number:	82-0930868

INDIVIDUAL
Name:		 (Signature)

(Name typed or printed)	(Title)

Address:		

Telephone No.: (_),	  _ Federal I.D. Tax Number: 	_

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, 	,certify that I am the Secretary of the Corporation named as Principal in the attached bond; that 		 who signed the said bond on behalf of the Principal, was then 			ofsaid Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in Behalf of said Corporation by authority of its governing body.

Secretary	Corporate Seal

STATE OF FLORIDA COUNTY OF 	
The foregoing instrument was acknowledged before me this 	

day of 	,2023,

by 	,aSecretary, of 	,a	corporation, for and on behalf of said company. Such person [ ] is personally known to me or [ ] produced
	as identification.

NOTARY STAMP:		
Signature of Notary Public

Printed Name of Notary Public

(Attach Power of Attorney to original Proposal Bond and Financial Statement of Surety Company)

END OF SECTION

ATTACHMENT A

PROPOSER'S SWORN AFFIDAVIT
TO: Boggy Branch Community Development District

At the time the proposal is submitted, the Proposer shall attach to his Bid a sworn statement.

This sworn statement shall be an affidavit in the following form, executed by an officer of the firm, association, or corporation submitting the proposal, and shall be sworn to before a person who is authorized by law to administer oaths.
STATE OF  Florid.a...:;    COUNTY OF--D-uva-l --------
Before me, the Undersigned authority, personally appeared

who being duly sworn, deposes and says he is	Executive VP
(Title)

of	W. Gardner. LLC
(Firm)

The Proposer submitting the attached proposal for the work covered by the Documents in Bid No: 19115 Southeast Quadrant Residential Phase JC, Duval County, Florida.

The affiant further states that no more than one proposal for the above-referenced project will be submitted from the individual, his firm or corporation under the same or different name, and that such Proposer has no financial interest in the firm of another proposer for the same work. That he, his firm, association or corporation has neither directly, nor indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this firm's Bid on the above-described project. Furthermore, neither firm nor any of its officers are barred from participating in public contract lettings in the State of Florida or any other state.

 W. Gardner, LLC	

k7

(Proposer)
By:	/4..--,. ,..--c:

Sworn and subscribed to me this  28
dax of February	, 2023. Notary Public

Thomas F. Unger, Executive VP			 l);h,_:_

(Title)

_...

Signature

Printed

M,c.bL-ltL  Glass- aB,-,;e,
. .........,_ --My commission Expires:

7/	S

*	*

MICHELLE GLASS-OBRIEN :
Notary Public, Stale OfFIOfida	2-2/'Z() 2...
-	Commission No. HH 157070	...,.   --+-"--=--=-----------
 .;.;,,My Commission Expires: 7/22/2025

ATTACHMENT B

LIST OF PROPOSED SUBCONTRACTORS

List shall include the name of each Subcontractor where the amount of their work exceeds five percent (5%) of the Contract Price. Indicate percentage of Contract Price for each subcontractor listed. Attach additional information as needed.

Subcontractor No. 1

Name:
Description of Work: Percent of Contract Price:
Previous Experience Together:

None over 5%

Subcontractor No. 2

Name:
Description of Work: Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 3

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 4

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 5

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

ATTACHMENT C

CERTIFICATE OF COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT

TO: Boggy Branch Community Development District

Trench excavations on this Project are expected to be in excess of five feet (5') deep. The Occupational Safety and Health Administration excavation safety standards, 29 CFR I 926.650 Subpart P, trench safety standards will be in effect during the period of construction of the Project.

Trench Safety	Unit	Units of	Unit	Extended	
Item	Quantity	Measure	Cost	Cost	
(Description)		(LF, SY)			
PPE	1	LS	1,000.00	1,000.00	

Ladder	
1	
LS	
2,200.00	
2,200.00	

Trench Box	
1	
LS	
10,077.04	
10,077.04	

Undersigned acknowledges that included in the various items of its Proposal and in the Total Proposal Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of FL) effective October 1, 1990, and hereby gives assurance that the Contractor or Subcontractor performing trench excavation work on the Project will comply with the applicable trench safety standards. The Proposer further identifies the costs as follows:

A.

B.

C.

TOTAL$  13,277.04

k

COMPANY NAME:	W. Gardner, LLC
BY: Thomas F. Unger	2:
7
ITS:	Executive Vice President

DATE: 02-28-2023

Date:	Tuesday, February 28, 2023	
Bid Item #	
DESCRIPTION	Bid
Quantity	
UNIT	
Unit Price	
UneTotals	
1,000	Moblllzatlon and Site Preparation	
1,010	Site Preparation	1	Is	$40,426.60	$40,426.60	
1,020	Survey Cale & Setup	1	Is	$8,330.00	$8,330.00	
1,030	Mobilization	1	Is	$26,454.40	$26,454.40	
1,040	Construction Signs	1	Is	$2,564.52	$2,564.52	
1,050	Punch Out & Clean Up	1	Is	$20,252.40	$20,252.40	
1,999	Mobilization and Site Preparation Subtotal	$98,027.92	
2,000	Clearing and Grubbing	
2,010	Initial Site Dewatering	1	Is	$8,289.00	$8,289.00	
2,020	Clear, Grub and Burn Site	26	ac	$6,722.79	$174,792.54	
2,999	Clearing and Grubbing Subtotal	$183,081.54	
3,000	Seeding, Mulching and Sod	-	
3,010	Sod Pond	10,114	sy	$3.74	$37,826.36	
3,020	Sod Behind Curb 21" Strip	4,189	sy	$3.74	$15,666.86	
3,030	Sod Swale	17,061	sy	$3.74	$63,808.14	
3,040	Seed & Mulch Disturbed	49,486	sy	$0.63	$31,176.18	
3,999	Seeding, Mulching and Sod Subtotal	$148,477.54	
4,000	erosion and Sediment Control	.it--··	-  ..	
4,010	Layout Boundary	1	Is	$14,692.60	$14,692.60	
4,020	Silt fence	13,000	If	$1.75	$22,750.00	
4,030	Inlet Barriers	68	ea	$119.00	$8,092.00	
4,040	Erosion Control Devices (BMP's)	1	Is	$14,928.60	$14,928.60	
4,050	Rock Construction Entrance	4	ea	$5,289.59	$21,158.36	
4,999	Erosion and Sediment Control Subtotal	$81,621.56	
5,000	Storm Water Pollution Prevention Plan	
5,010	Notice of Intent (NOi)	1	Is	$1,057.73	$1,057.73	
5,020	Storm Water Pollution Prevention Plan (SWPPP)	1	Is	$25,823.28	$25,823.28	
5,999	Storm Water Pollution Prevention Plan Subtotal	$26,881.01	
6,000	Stormwater Management Faclllty (SMF) Construction	
6,010	Layout Pond	1	Is	$2,592.60	$2,592.60	
6,020	Dewatering	1	Is	$92,965.07	$92,965.07	
6,030	Pond Excavation	131,694	cy	$3.84	$505,704.96	
6,040	Machine Dress Pond Slopes	10,114	sy	$0.56	$5,663.84	
6,050	As-Builts Ponds	1	Is	$3,361.39	$3,361.39	
6,999	Stormwater Management Facility (SMF) Construction Subtota	$610,287.86	

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
BidItem
#	
DESCRIPTION	Bid Quantity	
UNIT	
Unit Price	
Une Totals	
7,000	Roadway and Alley Earthwork	
7,010	Layout Site Grading	1	Is	$10,849.92	$10,849.92	
7,020	Strip & Bury On-Site	21,406	cy	$5.47	$117,090.82	
7,030	Rough Grade Site	97,903	sy	$0.36	$35,245.08	
7,040	Balance Site	4,417	cy	$2.93	$12,941.81	
7,050	Silt Fence Stock Pile Area	4,000	If	$1.75	$7,000.00	
7,060	Clear, Grub and Burn Site for Stockpile Area (Adjacent to Pond 9)	5	ac	$6,722.79	$33,613.95	
7,070	Stock Pile (Adjacent to Pond 9)	64,256	cy	$1.38	$88,673.28	
7,080	Spread & Compact Site	21,274	cy	$1.44	$30,634.56	
7,090	Fine Grade Site	97,903	sy	$0.83	$81,259.49	
7,100	Machine Dress Site	70,736	sy	$0.86	$60,832.96	
7,999	Roadway and Alley Earthwork Subtotal	$478,141.87	
8,000	Lot FIii, Compaction, Seeding and Testing	
8,010	Clear, Grub and Burn Lots	13	ac	$6,722.79	$87,396.27	
8,020	Layout Lot Grading	1	Is	$7,233.28	$7,233.28	
8,030	Layout Commercial Building Pad	1	Is	$1,808.32	$1,808.32	
8,040	Strip & Bury On-Site Lots	17,882	cy	$4.49	$80,290.18	
8,050	Rough Grade Lots	91,731	sy	$0.36	$33,023.16	
8,060	Balance Building Pad	2,707	cy	$2.94	$7,958.58	
8,070	Spread & Compact Building Pad	53,288	cy	$1.38	$73,537.44	
8,080	Machine Dress Building Pad	91,731	sy	$0.52	$47,700.12	
8,090	Compaction Testing Building Pad	1	Is	$11,993.80	$11,993.80	
8,100	As-Builts Lots	1	Is	$10,029.40	$10,029.40	
8,110	As-Builts Commercial Building Pad	1	Is	$1,634.36	$1,634.36	
8,120	Seed & Mulch Lots	85,830	sy	$0.63	$54,072.90	
8,999	Lot Fill, Compaction, Seeding and Testing Subtotal	$416,677.81	

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
Bid Item
#	
DESCRIPTION	Bid Quantity	
UNIT	
Unit Price	
Line Totals	
9,000	Roadway	
9,010	Layout Roadway	1	Is	$26,672.72	$26,672.72	
9,020	12" LBR 40 Sub Grade	24,773	sy	$12.87	$318,828.51	
9,030	18" Miami Curb	5,081	If	$15.87	$80,635.47	
9,040	18" City Standard Curb	9,527	If	$20.07	$191,206.89	
9,050	24" Valley Gutter	3,218	If	$27.26	$87,722.68	
9,060	Sidewalk Regular	2,085	sy	$59.60	$124,266.00	
9,070	ADA Mats	40	ea	$605.88	$24,235.20	
9,080	4" 3000 PSI Non-Reinforced Concrete Paving
Crosswalk	366	sy	$126.00	$46,116.00	
9,090	6" Lime Rock Base	6,863	tn	$62.52	$429,074.76	
9,100	1" 12.5 (First Lift)	20,777	sy	$10.16	$211,094.32	
9,110	.75" 9.5 (Final Lift)	20,777	sy	$9.29	$193,018.33	
9,120	Pavement Markings & Street Signs	1	Is	$39,287.12	$39,287.12	
9,130	Pavement Markings Final Lift	1	Is	$13,869.34	$13,869.34	
9,999	Roadway Subtotal	$1,786,027.34	
10,000	Alley Construction	
10,010	Layout Roadway	1	Is	$4,068.72	$4,068.72	
10,020	12" LBR 40 Sub Grade	3,572	sy	$12.87	$45,971.64	
10,030	12" X 6" Ribbon / Flush Curb	5,322	If	$10.80	$57,477.60	
10,040	6" Lime Rock Base	985	tn	$62.52	$61,582.20	
10,050	1" 12.5 (First Lift)	2,982	sy	$10.16	$30,297.12	
10,060	.75" 9.5 (Final Lift)	2,982	sy	$9.29	$27,702.78	
10,999	Alley Construction Subtotal	$227,100.06	

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
Bid Item
#	
DESCRIPTION	Bid
Quantity	
UNIT	
Unit Price	
Une Totals	
11,000	Storm Drainage System	
11,010	Layout Drainage	1	Is	$11,078.59	$11,078.59	
11,020	Sod Restoration Drainage	334	sy	$3.74	$1,249.16	
11,030	Dewatering	1	Is	$77,853.78	$77,853.78	
11,040	Tie Into Existing Inlet	2	ea	$3,865.61	$7,731.22	
11,050	Connect Existing Stub	1	ea	$7,354.95	$7,354.95	
11,060	Trench Safety	1	Is	$6,322.40	$6,322.40	
11,070	60" RCP	767	If	$566.23	$434,298.41	
11,080	54" RCP	578	If	$462.93	$267,573.54	
11,090	48" RCP	55	If	$355.35	$19,544.25	
11,100	42" RCP	665	If	$291.57	$193,894.05	
11,110	36" RCP	290	If	$230.32	$66,792.80	
11,120	30" RCP	99	If	$177.94	$17,616.06	
11,130	24" RCP	733	If	$120.71	$88,480.43	
11,140	18" RCP	823	If	$82.77	$68,119.71	
11,150	15" RCP	760	If	$67.35	$51,186.00	
11,160	36"HP	78	If	$143.91	$11,224.98	
11,170	18" HP	140	If	$65.52	$9,172.80	
11,180	15" HP	161	If	$62.56	$10,072.16	
11,190	Bench Dirt Down& Put back Deep Storm Drain	4,043	cy	$6.10	$24,662.30	
11,200	Double Curb inlet	5	ea	$11,726.13	$58,630.65	
11,210	Single Curb Inlet	29	ea	$10,073.53	$292,132.37	
11,220	J-1 Manhole	7	ea	$8,315.60	$58,209.20	
11,230	E Inlet	10	ea	$8,878.87	$88,788.70	
11,240	C Inlet	4	ea	$12,176.11	$48,704.44	
11,250	60" MES PIP	1	ea	$20,967.99	$20,967.99	
11,260	54" MES PIP	1	ea	$17,396.31	$17,396.31	
11,270	48" MES PIP	1	ea	$11,085.87	$11,085.87	
11,280	36" MES Precast	2	ea	$2,807.93	$5,615.86	
11,290	30" MES Precast	1	ea	$2,276.68	$2,276.68	
11,300	24" MES Precast	1	ea	$1,716.74	$1,716.74	
11,310	15" MES Precast	1	ea	$1,149.61	$1,149.61	
11,320	Brick Up & Mud Pipe Ends (60" & 24")	2	ea	$922.60	$1,845.20	
11,330	Top Adjustments, Brick & Seal and Inverts	60	ea	$2,305.38	$138,322.80	
11,999	Storm Drainage System Subtotal	$2,121,070.01	
12,000	Roadway Underdraln	
12,010	6" Under Drain	1,500	If	$52.60	$78,900.00	
12,999	Roadway Underdrain Subtotal	$78,900.00	
13,000	Paving & Drainage As-Bullts	
13,010	As-BuiIts	1	Is	$24,958.27	$24,958.27	
13,999	Paving & Drainage As-Builts Subtotal	$24,958.27	

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
BidItem
#	
DESCRIPTION	Bid
Quantity	
UNIT	
Unit Price	
UneTotals	
14,000	Domestic Water System	
14,010	Layout Water	1	Is	$13,319.55	$13,319.55	
14,020	Connect to Existing WM	6	ea	$2,828.98	$16,973.88	
14,030	12" Gate Valve	5	ea	$9,705.72	$48,528.60	
14,040	12" PVC & Fittings	1,872	If	$132.28	$247,628.16	
14,050	12" Type B Crossing	1	ea	$7,876.55	$7,876.55	
14,060	8" Gate Valve	23	ea	$4,414.79	$101,540.17	
14,070	8" PVC & Fittings	4,056	If	$65.59	$266,033.04	
14,080	8" Type B Crossing	2	ea	$3,857.20	$7,714.40	
14,090	4" Gate Valve	2	ea	$2,507.86	$5,015.72	
14,100	4" PVC & Fittings	1,153	If	$30.45	$35,108.85	
14,110	4" Type B Crossing	1	ea	$2,038.48	$2,038.48	
14,120	2" Poly & Fittings	401	If	$64.16	$25,728.16	
14,130	Fire Hydrant	10	ea	$10,221.39	$102,213.90	
14,140	2" Flushing Hydrant	13	ea	$2,802.40	$36,431.20	
14,150	JEA Water Services Double	39	ea	$2,698.89	$105,256.71	
14,160	JEA Water Services Single	77	ea	$1,111.28	$85,568.56	
14,170	Install JEA Water Meter Box	155	ea	$241.10	$37,370.50	
14,180	Cleaning, Bac-t, Wire and Pressure Test Water	12,312	If	$3.13	$38,536.56	
14,999	Domestic Water System Subtotal	$1,182,882.99	
15,000	Gravity Sewer System	
15,010	Layout Sewer	1	Is	$14,928.65	$14,928.65	
15,020	Dewatering	1	Is	$102,446.17	$102,446.17	
15,030	Tie into existing Manhole	7	ea	$5,210.78	$36,475.46	
15,040	Trench Safety	1	Is	$6,954.64	$6,954.64	
15,050	8" Sewer Pipe	5,894	If	$56.10	$330,653.40	
15,060	B Manhole	4	ea	$8,829.02	$35,316.08	
15,070	A Manhole	35	ea	$5,288.89	$185,111.15	
15,080	Sewer Services	126	ea	$1,902.71	$239,741.46	
15,090	Manhole Top Adjustments, Boots & Inverts	46	ea	$1,266.52	$58,259.92	
15,100	Televise Sewer Main	5,894	If	$7.73	$45,560.62	
15,999	Gravity Sewer System Subtotal	$1,055,447.55	

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
Bid Item
#	
DESCRIPTION	Bid
Quantity	
UNIT	
Unit Price	
Une Totals	
16,000	Reuse Water System	
16,010	Layout Reuse	1	Is	$12,204.35	$12,204.35	
16,020	Connect to Existing RM	5	ea	$2,854.23	$14,271.15	
16,030	12" Gate Valve	5	ea	$9,400.91	$47,004.55	
16,040	12" PVC & Fittings	1,484	If	$128.26	$190,337.84	
16,050	8" Gate Valve	17	ea	$4,577.55	$77,818.35	
16,060	8" PVC & Fittings	3,111	If	$64.82	$201,655.02	
16,070	8" Type B Crossing	1	ea	$3,857.20	$3,857.20	
16,080	4" Gate Valve	2	ea	$2,507.86	$5,015.72	
16,090	4" PVC & Fittings	1,453	If	$32.18	$46,757.54	
16,100	2" Poly & Fittings	488	If	$20.96	$10,228.48	
16,110	2" Flushing Hydrant	9	ea	$2,810.39	$25,293.51	
16,120	JEA Irrigation Services Double	19	ea	$2,624.19	$49,859.61	
16,130	JEA Irrigation Services Single	100	ea	$980.74	$98,074.00	
16,140	Install JEA Irrigation Meter Box	138	ea	$241.10	$33,271.80	
16,150	Cleaning, Wire and Pressure Test Reuse	10,899	If	$3.13	$34,113.87	
16,999	Reuse Water System Subtotal	$849,762.99	
17,000	Water & Sewer As-Bullts	
17,010	As-Builts	1	Is	$42,928.93	$42,928.93	
17,999	Water & Sewer As-Builts Subtotal	$42,928.93	
18,000	lrrlgatlon/Electrlcal Sleeve	
18,010	2" Sch 40 PVC Sleeve	3,000	If	$11.78	$35,340.00	
18,020	3" Sch 40 PVC Sleeve	3,000	If	$14.11	$42,330.00	
18,030	4" Sch 40 PVC Sleeve	4,000	If	$18.10	$72,400.00	
18,040	6" Sch 40 PVC Sleeve	4,000	If	$27.84	$111,360.00	
18,999	Irrigation/Electrical Sleeve Subtotal	$261,430.00	
19,000	Jl!A Electrlcal Infrastructure	
19,010	JEA Electrical Infrastructure	1	Is	$125,000.00	$125,000.00	
19,999	JEAElectrical Infrastructure Subtotal	$125,000.00	
20,000	Roadway and Compaction Testing	
20,010	Testing Closeout Package	1	Is	$1,960.00	$1,960.00	
20,020	Roadway Testing	1	Is	$25,188.80	$25,188.80	
20,030	Compaction Testing Utilities	1	Is	$33,224.80	$33,224.80	
20,999	Roadway and Compaction Testing Subtotal	$60,373.60	
22,000	Landscaping	
22,010	Landscape	1	Is	$522,025.78	$522,025.78	
22,999	Landscaping Subtotal	$522,025.78	
23,000	Bond	
23,010	Payment & Performance Bond	1	Is	$157,011.99	$157,011.99	
23,999	Bond Subtotal	$157,011.99
----	
-	Seven Pines Bid Total	-	.		

Seven Pines Schedule of Values

Date:	Tuesday, February 28, 2023	
BidItem
#	
DESCRIPTION	Bid
Quantity	
UNIT	
Unit Price	
UneTotala	
Alternate Bid Items	
51,000	Unsuitable Material (Offsite)	
51,010	Material & Haul Unsuitables Soils (Off Site Source)	417	Id	$470.18	$196,065.06	
51,020	Excavate, Load, Spread & Compact Unsuitables
(Off Site Source)	5,000	cy	$4.32	$21,600.00	
51,030	Load Scanner	4	dy	$611.64	$2,446.56	
51,999	Unsuitable Material (Offsite) Subtotal	$220,111.62	

Seven Pines Schedule of Values

Qtr 2, 2023		Qtr 3, 2023			Qtr 4, 2023		
Mar	AP..L. . May_L	Jun	Jul	Aug	Sep	Oct	Nov	Dec	

Seven Pines	WG

ID	Task Name	Duration Start	!Finish
I
NTP to Substantial Completion	269 day Mon 4/3/23	Thu 4/11/24 7
Notice to Proceed	10 days Mon 4/3/23	Fri 4/14/23
Approved Plans & Permits	0 days Fri 4/14/23	Fn 4/14/23 (Owner)			I
Utility Shop Drawings	20days Mon 4/17/23	Fri 5/12/23

.T 4/14

Qtr 1, 2024	Qtr2, 2024	Qtr 3, 2024

---

J	Mar	Apr	May	Jun	Jul

Set Survey Controls (owner)	O days Mon4/10/23	Mon 4/10/23  I
Site Preconstruction Meeting	0days Mon4/10/23 Mon4/10/23
Mobilize	0 days Fri 4/14/23	Fri 4/14/23
Erosion Control Installation	5 days Mon 4/17/23	Fri 4/21/23
Clear, Grub & Demolition	50days Mon 4/24/23	Fri 6/30/23
Strip Topsoil	31 days Mon 5/29/23	Mon 7/10/23
11	Earthwork, Grading & Dressing	213 dayTue 6/20/23	Thu 4/11/24
Balance	75 days Tue6/20/23	Mon 10/2/23
Pond Construction	100dayTue8/8/23	Mon 12/25/23
Spread & Compact	75 days Tue 10/31/23	Mon 2/12/24
Utility Preconstructlon Meeting	O days Fri 5/19/23	Fri 5/l!J/23
Connect to Existing	1 day  Mon 7/3/23	Mon 7/3/23
Gravity Sewer System	30days Tue 7/4/23	Mon 8/14/23
Drainage System	30days Tue 8/8/23	Mon 9/18/23

'	/10
, .. 11/10 4/14
lti
T

I
	I
I

+-5119---i
-

I
Lt	I
I

I

-

I

Potable Water System	40 days Tue 9/5/23	Mon 10/30/23
Reuse Water System	35 days Tue 10/17/23	Mon 12/4/23
Electrical Roadway Sleeves	10days Tue 12/5/23	Mon 12/18/23
(Ownerl
Roadway Under Drain (Stub-Outs) 10 days Tue 12/12/23	Mon 12/25/23 I
Subgrade	25 days Tue 12/19/23	Mon 1/22/24	I
Curb	20 days Tue 1/16/24	Mon 2/12/24
Sidewalk	20days Tue 2/20/24	Mon 3/18/24
Site Electrical (Owner)	20days Tue 2/13/24	Mon3/11/24
lime Rock Base	25 days Tue 2/13/24	Mon 3/18/24
Start Vertical Costructlon (Owner) 0 days Mon 3/18/24	Mon 3/18/24

I

I

►-

I

I

I	---
I

I
T 3/18

•

29 Raise Tops, Pressure Test & TV	15days Tue 3/12/24	Mon4/1/24	
30  Paving	5 days Fri 4/5/24	Thu 4/11/24	
31  Substanclal Completion	Odays Thu 4/11/24	Thu 4/11/24	
32  Substanclal to Final Completion
3U3tility Close-Outs	22 days Fri 4/12/24
20 days Fri 3/29/24	Mon5/13/24
Thu 4/25/24	
34	Final Dress & Grassing	10 days Fri 4/12/24	Thu 4/25/24	
35	Final Inspection			
36	Punch Out	7 days Fri 4/26/24	Mon 5/6/24	
37	Clean UP & De-Mobilize	5 days Tue 5/7/24	Mon 5/13/24	
38	IFinal Completion	0days	Mon 5/13/24	Mon S/13/24	

L►-,
,. 4/11

-1

I

..

I

Tue 2/28/23

..--i
l►-	I
4/2

•I
TS/13

W. Gardner, LLC
4929 Atlantic Boulevard
Jacksonville, Florida 32207
CUC12254522 - FPC18-000004

JEA
CLOSE-OUT REQUIREMENTS
Seven Pines

Deliverable
Date	
Item	
Responsible	
			
	Clearance Package (Utility Authority)		

4/15/2024	Copy of Approved (by Utility Authority and Engineer) As-builts signed and sealedAND As Built
A1212roval Letter	Contractor	
3/25/2024	Pressure Test Certification (Water and/or FM)	Contractor	
3/18/2024	Bacteriological Test (Water)	Contractor	
	* Certificate of Construction Completion Form	Engineer	
	For partial release, Plat Map showing area for release including address	Engineer	
			
	Clearance Package (DEP)		
4/15/2024	Copy of As-builts signed and sealed (Showing Deviations)	Contractor	
3/25/2024	Pressure Test Certification (Water and/or FM)	Contractor	
3/18/2024	Bacteriological Test (Water)	Contractor	
	Certificate of Construction Completion Form (Water and/or Sewer)	Engineer	
			
	Acceptance Package - Note: cannot submit until Clearance is approved		
3/25/2024	Pressure Test Certification - Water, FM and Reclaim	Contractor	
4/25/2024	Pump Station "Start Up" Report	Contractor	
4/26/2024	Record of Final Inspection	Contractor	
4/15/2024	Approved As-built Drawing Letter	Contractor	
4/15/2024	Dedication Asset Breakdown Letter (Schedule of Values)	Contractor	
4/15/2024	Original Warranty Letter	Contractor	
	Owner's Affidavit	Owner/Developer	
	Bill of Sale for Water and/or Sewer Improvements	Owner/Developer	
	Deed of Dedication and/or Easements or Recorded Plat	Owner/Developer	
	Clearance Certificate for Water and/or Sewer	Engineer	
	Engineer's Final Certification	Engineer	
	Construct and Dedicate Application	Owner/Engineer	
	Acceptance Checklist	Engineer	

W. Gardner, LLC
4929 Atlantic Boulevard
Jacksonville, Florida 32207
CUC12254522 - FPC18-000004

JEA
CLOSE-OUT PROCEDURE
Seven Pines

	STEP	ITEM	Responsible	

Step 1	Certificate of Construction Completion Form should be complete and signed prior to As-Builts
submittal	
Engineer	

Step 2	Plat Map showing Area of Release should be complete prior to As-Built Submittal and given to
Engineer	
Engineer	
				
	Step 3	Submit As-Builts to Utility Authority for Approval Letter	Contractor	

Step 4	Obtain Bacteriological Tests and Pressure Test no sooner than 1 week before submitting As-
Builts	
Contractor	
				
	Step 5	Submit Clearance Package to Utility Authority	Engineer	

If Permitted through DEP, follow step 6 through 7, otherwise skip to step 8		
				
	Step 6	Obtain Clearance Certificates from Utility Authority	Engineer	
				
	Step 7	Submit FDEP Clearance Package	Engineer	

				
	Step8	Obtain Clearance Certificates (Utility Authority or FDEP)	Engineer	

Step 9	Prior to Submitting As-Builts for Approval (Step 3 above), the following Items should be complete and submitted to the Engineer		
		Pump Station "Start Up" Report	Contractor	
		Record of Final Inspection	Contractor	
		Dedication Asset Breakdown Letter	Contractor	
		Original Warranty Letter	Contractor	
		Owner's Affidavit	Owner/Developer	
		Bill of Sale for Water and/or Sewer Improvements	Owner/Developer	
		Deed of Dedication and/or Easements or Recorded Plat	Owner/Developer	
		Engineer's Final Certification	Engineer	
		Construct and Dedicate Application	Engineer	
				
	Step 10	Complete Acceptance Checklist	Engineer	
				
	Step 11	Submit Acceptance Package to Utility Authority	Engineer	

W. Gardner, LLC
4929 Atlantic Boulevard
Jacksonville, Florida 32207
CUC12254522 - FPC18-000004

City of Jacksonville CLOSE-OUT REQUIREMENTS
Seven Pines

Deliverable
Date	
Item	
Responsible	
			
	Engineer's Certificate of Compliance	Engineer	
	Surveyor's Certificate	Owner/Developer	
	Owner's Affidavit	Owner/Developer	
	land Development Procedures Manual Attachment 12	Owner/Developer	
	Street Sign letter &Confirmation from Traffic Engineering	Owner/Developer	
4/18/2024	Soils and Concrete Testing	Contractor	
4/18/2024	Paving & Drainage As-Builts	Contractor	
4/25/2024	Record of Final Inspection	Contractor	
4/27/2024	letter of Acceptance from Water & Sewer Utility	Contractor	
	St. Johns River Water Management District Permits	Engineer	

			

			

			

			

			

				
Stripping Total 1,696,480	1,697,221		39,288	

Plane
ectional Qb(s	Area	Slope Area	

DeQth	
Volume	
BP Sub:	53,102	53,109	0.000	0	
Lots Sub:	n2,469	TT2,949	0.000	0	
Pave Sub:	242,926	244,232		4,712	
Pond Sub:	263,000	270,944	0.000	0	
Sectional Total	1,331,497	1,341,234		4,712	

vuu. -,::n::vt:11 run:::,
Units: Ft-CY
Tue Feb 28, 202308:20:15 Page 1

Volume Report Subgrade vs §triQ d

Total	
Cut	Area
Fill	
OnGrade	Volume Cut	Fill	Comp/Ratio Cut	Fill	Compact Cut	Fill	Export Change
-lm11ort Per 0.1 ft	
PSub:	53,102	1,251	497	51,354	21	11		21	11	10	197	

Jts Sub:	
n2,410	
53,199	
702,809	
16,462	
1,866	
64,036			
1,866	
64,036	
-62,170	
2,860	
ave Sub:	242,927	85,682	99,154	58,091	2,472	7,642			2,472	7,642	-5,170	900	
ond Sub:	263,000	258,013	3,368	1,619	131,694	64			131,694	64	131,630	974	
egions Total	1,331,499	398,145	805,828	127,526	136,053	71,753			136,053	71,753	64,300	4,931	
nspecified	638,202	60,067	404,536	173,599	1,945	30,693	1.00	1.00	1,945	30,693	-28,748	2,364	
Jb Total	1,969,701	458,212	1,210,364	301,125	137.998 102.446	137.998 102.446  35,552	7,295	

lril!Qing Q!Jls	Plane Area	Slope Area	
DeQth	
Volume				
Strip Sub: 1,696,480  1,697,221	0.625	39,288	

..,vu. Vt'lI rIIlt'::t or
Units: Ft-CY
Mon Feb 27, 2023 09:06:48 Page 1

Volume Report
  Design vs Existing	

Total	
Cut	Area
Fill	OnGrade	Volume Cut	Fill	Comp/Ratio
Cut	Fill	Compact	Export Change Cut	Fill -Import Per 0.1 ft	
,b Site	527,551	89,453	221,432	216,666	820  3,547	1.00	1.00	820  3,547  -2,727	1,954	

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BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Petticoat Schmitt

.,

BID BOND

PENAL SUM FORM

Any singular reference to Proposer, Surety, Owner, or other pa1ty shall be considered plural where applicable.

PROPOSER (Name and Address):
Petticoat-Schmitt Civil Contractors Inc.
6380 Phillips Highway
Jacksonville, FL 32216

SURETY (Name and Address of Principal Place of Business): Travelers Casualty and Surety Company of America One Tower Square
Hartford CT 06183

OWNER (Name and Address):
Wrathell, Hunt and Associates, LLC 2300 Glades Road, Suite 41OW Suite 410W
Boca Raton, FL 3343l

Phone Number: (561) 571-0010

Proposal
Proposal Due Date: February 28, 2023
Project (Brief Description Including Location):  Southeast Quadrant Residential Phase IC

BOND
Bond Number: Bid
Date (Not later than Proposal due date): February 21, 2023
Penal sum	Five Percent of Bid Amount
(Words)

5% of bid

(Figures)

Surety and Proposer, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause t is Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative.

}?ROPOSER

_P_e_tt_ic_o_a_t- S..c.=. h..m..._it_t_C_iv_il_C_o_n_t_ra_c_to_r_s_ln_c_. 

(Seal)

SURETY
Travelers Casualty and Surety Company of America
Supm:n Co,pornt< So,]

(Seal)

By:	======	':11!,, JtJ	By: _--,	_

Signature	J;i e

Attst:  Signature and Title

Signature ai	Title enjamin K. Powell Attorney in Fact (Attach Po\\e		f-Mtorney)

Attest: Signatule

Note: Above addresses are to be used for giving required notice.

EJCDC NO. C-430 (2002 Edition)	00430-1

I. Proposer and Surety, jointly and severally, bind themselves, their heirs, executors, administrators, successors and assigns to pay to Owner upon default of Proposer the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Surety's liability.

Default of Proposer shall occur upon the failure of Proposer to deliver within the time required by the Proposal Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Proposal Documents and any performance and payment bonds required by the Proposal Documents.

This obligation shall be null and void if:
Owner accepts Proposer's Proposal and Proposer delivers within the time required by the Proposal Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Proposal Documents and any performance and payment bonds required by the Proposal Documents, or
All Proposals are rejected by Owner, or
Owner fails to issue a Notice of Award to Proposer within the time specified in the Proposal Documents (or any extension thereof agreed to in writing by Proposer and, if applicable, consented to by Surety when required by Paragraph 5 hereof).

Payment under this Bond will be due and payable upon default by Proposer and within 30 calendar days after receipt by Proposer and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due.

Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Proposer, provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Proposal due date without Surety's written consent.

No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is received by Proposer and Surety and in no case later than one year after Proposal due date.

PENAL SUM FORM
Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

Notices required hereunder shall be in writing and sent to Proposer and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the party concerned.

Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

This Bond is intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflicts with any applicable statute, then the provision of said statute shall govern and the remainder of this Bond that is not in conflict therewith shall continue in full force and effect.

The term "Proposal11 as used herein includes a Proposal, bid, offer, or proposal as applicable.

EJCDC NO. C•430 (200x Edition)	00430-2

Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company
St. Paul Fire and Marine Insurance Company

......

TRAVELERSJ

POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint BENJAMIN K POWELL	of JACKSONVILLE	, Florida	, their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and au bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April,

2021.

State of Connecticut

City of Hartford ss.

By:	-
Robert L. Rane ,  enior Vice President

On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer.

/?U

IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026
Anna P. Nowik, Notary Public

This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows:

RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President. any Vice President, any Second Vice President. the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any lime may remove any such appointee and revoke the power given him or her; and it is
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in­ Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached.

I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect.

Dated this 21st	day of February	. 2023

 	 /Revin E. Hughes,AsSltantSecretary
To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880.
Please refer to the above-named Attorney(s)-in-Fact and the details of the bond to which this Power of Attorney is attached.

AM Best Rating Services

Travelers Casualty Insurance Company of America
IBesH.in\ B j AMB #: 004465 NAIC #: 19046 FEIN#: 060876835

Domiciliary Address
One Tower Square
Hartford, Connecticut 06183 United States

Web: www.travelers.com
Phone: 860-277-0111
Fax: 844-816-9447

AM Best Rating Unit: AMB #: 018674 - Travelers Groun

Assigned to insurance companies that have, in our opinion, a superior ability to meet their ongoing insurance obligations.

AMBEST-:,

C

A++
SUPERIOR
 It/ s, ngth Ray,g

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for this company.

Based on AM Best's analysis, 058470 - The Travelers Comn.a.nies.,Jn.Q..is the AMB Ultimate Parent and identifies the topmost entity of the corporate structure. View a 11st of oRillill!Dg Insurance entities In this structure.

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Outlook {or Implication): Action:
Effective Date: lnltlal Rating Date:

AH (Superior)
g (Group} Stable Affirmed
July 29, 2022

June 30,1972

Rating omce: A.M. Bes! Rating Services, Inc.
Senior Financial Analyst: Elizabeth Blamble
Senio·r Director: Michael J. Lagomarsino, CFA, FRM
Nole: See the Disclosure lnformatron Form or Press Release below for
the office and analyst at the I/ma of /he rating event.

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aa+ (Superior) Stable Affirmed
July 29, 2022

April 16, 2005

View AM Best's fuiling Disclosure Form

Press Release
AM Best Affirms Credit Ratings of The Travelers Companies. Inc and Hs Main Subsidiaries
July 29, 2022

View AM Best's 8.atlog Review Form

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Flnanclal Size Category:	XV{52 BIilion or greater)

u Denoles Under Review Besl's Raling

Rating History

AM Best has provided ratings & analysis on this company since 1972.

Financial Strength Rating	Long-Term Issuer Credit Rating

Effective Date	Rating	Effective Date	Rating	
July 29, 2022	A++	July 29, 2022	aa+	
November 04, 2021	A++	November 04, 2021	aa+	
November 05, 2020	A++	November 05, 2020	aa+	
November 05, 2019	A++	November 05, 2019	a,+	
October 31, 2018	M+	October 31, 2018	aa+	
October 05, 2017	A++	October 05, 2017	aa+	

Best's Credit & Financial Reports

Best's Credit ReRQ.tl - financial data included In Best's Credit Report reflects the data used in determining the current credit raling(s) for AM Best Rating Unit: AMB #: 018674 -Travelers Group....

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Jul 29, 2022

Nov 04, 2021

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Nov 05, 2019

Oct 31, 2018

Oct 05, 2017

Jul 22, 2016

AM Best Affirms Credit Ratings of The Travelers Companies Inc and Its Main Subsidiaries

:  AM   Best Affirms Credit Ratings of The Travelers Companies Inc. and Its Main Subsidiarjes

: AM Bes! Affirms Credit Ratings of The Travelers Companies Inc and 115 Malo Subsfdlaries AM Bes! Affirms Credit Rallogs of The Travelers ComP.:anles Inc and11s Mato Subs!d!arjes
; A-M Best Affirms Credit RaUnos or The Travelers ComP.:anies Inc. and Its Main Subsidiaries

, A-M· Best Affirms Credit Ballog$ or The Travelers Companies, Inc and Its Subsidiaries A M Best Affirms Ratings of The Travelers Companies Inc. and Its .1ddiarjes

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PROPOSAL
(Official Cost Summary Form) FOR
Southeast Quadrant Residential Phase 1C

FOR

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

TO:

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT C/0 ENGLAND-THIMS & MILLER, INC.
14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32258

March 1, 2023
on or before Febrnary 27, 2023@ 3:00 P.M.

Boggy Branch Community Development District

FROM:	PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC.
(Contractor)

In accordance with the Request for Proposals for Southeast Quadrant Residential Phase 1C, the undersigned proposes to construct all work necessary to install a complete project, including but not limited to clearing, earthwork, paving, signing, pavement marking, drainage, potable water, sewer and reuse systems, and landscape as shown on the plans released for bid on January 26, 2023, prepared by England­ Thims & Miller, Inc. Work shall also be in accordance with ECS Florida, LLC Geotechnical Reports and with City of Jacksonville, JEA, Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Army Corps of Engineers (ACOE) and Florida Department of Transportation (FOOT) Standard Specifications and Permits.

All proposals shall be for complete work in accordance with the construction plans. (No partial bids accepted.)

T:\2019\19-115\19-115-03\19-115-03-007\Project Management\Bid Documents\14 · Official Bid Form.docx

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

TO:	Boggy Branch Community Development District From:		PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC.
In response to your Request for Proposal, the undersigned hereby submits our Proposal for the Southeast Quadrant Residential Phase 1C project within the Boggy Branch Community Development District ("District"). This Proposal has been prepared and submitted subject to the conditions and requirements set forth in the Project Manual, including all Addenda. All of the documents included in the Project Manual and Addenda thereto, so far as they relate to this Proposal, are made a part hereof. The undersigned (Contractor) herewith proposes to perform the work stipulated for the unit and/or lump sum prices given by the Summary of Costs and schedule of values that is part hereof.
The undersigned has carefully checked the Summary of Costs and schedule of values against the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents and all Addenda before proposing this Proposal and accepts them as correctly listing the complete work to be done in accordance with the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents.
The undersigned Proposer examined the entire Project Manual, including but not limited to the Request for Proposal, plans and specifications, General and Special Conditions, and other contract documents and all addenda and is acquainted with and fully understands the extent and character of the work covered by this Proposal and the specified requirements for the work to be performed for the Project. Further, the Proposer has examined the work site and is fully informed as to conditions at this site. The Proposer understands that all work provided for in the Project Manual, including but not limited to all contract-related documents, as may be amended, shall be warranted to the benefit of the City of Jacksonville provided until at least 12 months after as-built approval by the City. All other work shall be warranted in accordance with the Contract Documents. However, none of the above is intended to shorten the statutory or common law construction warranties to which the District is otherwise entitled.
The undersigned Proposer certifies that no officer or agent of the Boggy Branch Community Development District is directly or indirectly interested in this Proposal.
The undersigned Proposer states that this Proposal is made in conformity with the Project Manual and agrees that in case of any discrepancy or differences between any condition of his or her Proposal and those of the Project Manual, the provisions of the latter shall prevail.
The undersigned Proposer certifies that he or she has carefully examined the project site, made his/her own measurements and calculations and prepared and checked the foregoing Proposal after the same was completed and has verified every item placed thereon; and agrees to indemnify, defend and hold harmless the Boggy Branch Community Development District, CND-ICI SEQ, LLC and England-Thims and Miller, Inc. against any cost, damage or expense which may be incurred or caused by error in his or her preparation of the same.
The undersigned acknowledges, by execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information ninety (90) days from that date of the Proposal opening, and if awarded a contract on the basis of this Proposal, or a portion thereof, to enter into and execute the EJCDC standard form of agreement in substantially the form included in the Project Manual. Further the Contractor warrants the pricing provided in the Proposal shall remain valid and binding for the term of the agreement and not subject to escalation, including for gasoline, labor or material price increases.

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Proposer understands that inclusion of false, deceptive, or fraudulent statements on the Proposal constitutes fraud; and that the District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the Boggy Branch Community Development District.

PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC.
Name of Organization

This day of _M_a_r_ch 

, 2023	y: Jeff Rumer, Vice President
Name and Title of Person Signing

Southeast Quadrant Residential Phase 1C		
A. MOBILIZATION AND SITE PREPARATION	$ 631,776.30	

B. CLEARING AND GRUBBING	
$ 351,000.00		
C. SEEDING, MULCHING AND SOD	$ 55 909.70	

D. EROSION AND SEDIMENT CONTROL	
$ 146 094 00	
E. STORMWATER POLLUTION PREVENTION PLAN	 600.00	
$,	
F. STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION	$642,852.00	

G. ROADWAY AND ALLEY EARTHWORK	$ 74,953.00	

H. LOT FILL, COMPACTION, SEEDING AND TESTING	
$ 738,922.25	
I.  ROADWAY CONSTRUCTION	$ 2,104,907.50	
J. ALLEY CONSTRUCTION	$ 355,557.25		
K. STORM DRAINAGE SYSTEM	$ 2 053 765.00		
L. ROADWAY UNDERDRAIN	$ 69,600.00	

M. PAVING AND DRAINAGE AS-BUILTS	
$ 5,000.00	

N. JEA WATER DISTRIBUTION SYSTEM	

$ 864,096.00		
0. JEA GRAVITY SANITARY SEWER SYSTEM	$ 1,067,720.00		
P. JEA RECLAIMED WATER DISTRIBUTION SYSTEM	$ 681,247.00		
Q. WATER, SEWER, AND RECLAIM SYSTEMS AS-BUILTS	$ 5,000.00		
R. IRRIGATION SLEEVES AND ELECTRICALfTELEPHONE/CATV CONDUIT	$ 282,000.00	
S. JEA ELECTRICAL INFRASTRUCTURE	$ 125 000.00		
T. TESTING	$  70,000.00		
U. UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Onsite disposal of
unsuitable material)	
$ 25,000.00		

V.	LANDSCAPING
w.	BONDING / WARRANTY

$ 450,000.00

$ 89 000.00	

TOTAL LUMP SUM COST PROPOSAL	(ITEMS A-W)	$ 10,890,000.00	

BID ALTERNATE:

Y.  UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite disposal
of unsuitable material)	$   0.00	

Southeast Quadrant Residential Phase 1C

MOBILIZATION AND SITE PREPARATION

Includes all preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices (Contractor's, as necessary), safety equipment and first aid supplies, and sanitary and other facilities. Includes the costs of any required insurance, site preparation and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. All pre-construction and construction survey costs are included in the mobilization. Also includes all demolition costs. This item will be paid for on a percentage completion of construction basis.

TOTAL LUMP SUM PRICE ITEM A:

$ 631,776.30
Six hundred thirty one thousand seven hundred seventy six dollars and thirty cents

(Numerals)

(Written)

CLEARING AND GRUBBING

Includes complete clearing and grubbing and burning (if allowed) and/or removal off-site of all trees, brush, roots, and all other debris in accordance with project specifications, City of Jacksonville, the Report of Geotechnical Exploration and FOOT Standards and Specifications, whichever is more stringent. This clearing and grubbing will be done within the roadways and alleys rights-of-way, lots, stormwater management facilities, fill slopes, permanent easements, temporary construction easements, construction staging area, public easement areas, and all other areas as necessary to complete the construction of this project. Special care shall be taken to ensure preservation of all natural vegetative buffers, upland preservation and wetland areas indicated on the plans, including tree fencing as necessary.

TOTAL LUMP SUM PRICE ITEM B:

$ 351 000.00
Three hundred fifty one thousand dollars and no cents

(Numerals)

(Written)

SEEDING AND MULCHING AND SOD

This item includes the complete grassing and mulching of all disturbed areas within the project limits, excluding the residential lots. Also includes the complete sod strip along the curb of all proposed rights-of-way (including alleys), grassing of all rights-of-way and roadway embankment, and where applicable as shown on the plans. Also includes sodding the stormwater management facility pond bank including berms, backslopes to existing grade, top of bank and inside pond bank to normal water level elevation as shown in plan detail.

TOTAL LUMP SUM PRICE ITEM C:

$ 55,909.70

Fifty five thousand nine hundred nine dollars and seventy cents

(Numerals)

(Written)

Page 5 of 12

D,    EROSION AND SEDIMENT CONTROL

Includes all measures that are required to comply with the State of Florida water quality standards, This includes, but is not limited to silt screens, hay bales, sodding, settling ponds or other such measures that shall prevent the discharge of turbid waters from the site and minimize erosion of all graded areas, as shown on the Sediment and Erosion Control Plan. This item will be paid for on a percentage of total construction complete basis.

TOTAL LUMP SUM PRICE ITEM D:

$ 146,094,00

(Numerals)

One hundred forty six thousand ninety four dollars and no cents

(Written)

STORM WATER POLLUTION PREVENTION PLAN

The contractor shall submit the NPDES Permit and adhere to all Federal rules and regulations regarding the National Pollutant Discharge Elimination System (NPDES) for construction and ground water discharge including all monitoring record keeping and submittals. The Storm Water Pollution Prevention Plan (SWPPP) included in these plans shall establish the minimum requirements allowed. The contractor shall implement additional measures, as required, to ensure compliance with the NPDES requirements. This item does not include erosion controls item shown on the erosion and turbidity control plans or erosion and turbidity controls required by the City of Jacksonville or the SL Johns River Water Management District.

TOTAL LUMP SUM PRICE ITEM E:

$	600,00

(Numerals)

Six hundred dollars and no cents

(Written)

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

Includes all dewatering and excavation/construction of SMF Nos, 9 and 10 to the SMF contours shown in the plans. Also includes berm construction, grading, compaction, and testing complete, as required on the Paving and Drainage Plan and specified in the Report of Geotechnical Exploration. Suitable material from stormwater management facility excavation may be used as fill for on-site needs provided it meets the structural fill requirements as specified in the Report of Geotechnical Exploration. Unsuitable material shall be disposed of off-site or placed in the SMF bottoms or in the top of bank of the back side of SMFs on the opposite side of lots, with two (2) feet of suitable material cover. No unsuitable material shall be placed in SMF banks or in any portion of lots.

Note: Contractor shall excavate SMF Nos, 9 and 10 to the maximum depths specified on the plans,

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF No, 9 44 035
(BANK MEASURE)

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF No.10 78 983
(BANK MEASURE)

C.Y.

C.Y.

TOTAL LUMP SUM PRICE ITEM F:

$ 642,852,00

(Numerals)

Six hundred forty two thousand eight hundred fifty two dollars and no cents (Written)

ROADWAY AND ALLEY EARTHWORK
Includes all dewatering, excavation, fill, compaction, stabilization, testing and all additional work necessary to construct the roadway and alley embankments to subgrade as shown on the Paving and Drainage Plans and roadway profile sheets. Also includes all fine grading and dress-up work necessary to complete the project.

ESTIMATED QUANTITY OF ROADWAY AND ALLEY FILL REQUIRED: 20,334	C.Y.
(BANK MEASURE)

TOTAL LUMP SUM PRICE ITEM G:

$	74,953.00

(Numerals)

Seventy four thousand nine hundred fifty three dollars and no cents

(Written)

LOT FILL, COMPACTION, SEEDING AND TESTING
The lots shall be stripped and grubbed in accordance with the Report of Geotechnical Exploration. Lot fill areas (including any existing ditches) shall be filled with clean structural fill placed in 12" lifts to specified grades as shown on the Neighborhood Grading Plans and in accordance with the Report of Geotechnical Exploration. Fill under building pads shall be placed to 18" below the specified finish floor elevation. Also includes the fill slopes shown at the rear/side of lots adjacent to wetlands, buffers, etc. Elevations shown on the plan shall be minimum grades and areas of fill shall be within 0.1' of the design grades. Where the finished grade of a lot is at least 12 inches higher than the original natural grade, any fill material will be compacted with appropriate compaction equipment to 95 percent of the soil's modified Proctor Maximum Density (ASTM D 1557). A minimum of (1) density test shall be performed per 5,000 s.f. per lift and/or a minimum of (1) test per lot, whichever is less. This item includes grassing and mulching of all lot areas outside of the stormwater management facilities. Swath type lot grading is to be used for lot grading (ie. no swales between building pads).

ESTIMATED QUANTITY OF LOT FILL REQUIRED: _9 2 ,4 1 4	

C.Y. (BANK MEASURE

TOTAL LUMP SUM PRICE ITEM H:

$ 738,922.25
Seven hundred thirty eight thousand nine hundred twenty two dollars and twenty five cents

(Numerals)

(Written)

I. ROADWAY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the final lift of the asphaltic concrete surface course, curb and gutter, sidewalks to be constructed by site work contractor (but not the multi-use paths), ADA ramps, valley gutter, on-street parking, transitions to inlets, connection to the existing roadway and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub-contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications. The curb and gutter in front of lots that do not have an alley behind them shall be Miami curb and gutter. All other curb and gutter shall be City standard.

Material only price for base:	$ 87,750.00
TAX INCLUDED

TOTAL LUMP SUM PRICE ITEM I:

$ 2,104,907.50
Two million one hundred four thousand nine hundred seven dollars nd fift cents

(Numerals)

(Written)

Page 7 of 12

ALLEY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the ribbon curb, transitions to inlets, and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub­ contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications.

TOTAL LUMP SUM PRICE ITEM J:

$  355 557.25
Three hundred fifty five thousand five hundred fifty seven dollars and twenty five cents

(Numerals)

(Written)

Material only price for base:	$ 13,000.00	
TAX INCLUDED
STORM DRAINAGE

Includes the roadway and alley storm drainage system complete, including all dewatering, structures, pipes and swales as specified. Includes removal and replacement of any unsuitable material encountered, disposal of unsuitable material and all other work necessary to complete the installation. Also includes 2-20' underdrain stub­ outs per drainage inlet and any additional underdrain shown in the plans. All RCP storm drain pipe joints shall be wrapped with filter fabric. All work shall be done in accordance with the plans, specifications, and issued permits.

Note: Any storm drain pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream drainage structure, and shall include that upstream drainage structure.

Material only price for RCP:
Material only price for Precast Structures:

TOTAL LUMP SUM PRICE ITEM K:

$  2,053,765.00
Two million fifty three thousand seven hundred sixty five dollars

$ 772,000.00 	
$ 286,000.00
TAX INCLUDED

(Numerals)

(Written)

ROADWAY UNDERDRAIN

Basis of Bid shall be one thousand, five hundred (1,500) linear feet ofType1 underdrain at$ 46.40 /If. This is above and beyond the 20' stubouts from each inlet and other underdrain shown on the plans.

TOTAL LUMP SUM PRICE ITEM L:

$ 69,600.00

(Numerals)

Sixty nine thousand six hundred dollars and no cents

(Written)

PAVING AND DRAINAGE AS-BUILTS

Includes the preparation and submittal of all as-builts in accordance with City of Jacksonville and St. Johns River Water Management District requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM M:

$	5,000.00

Five thousand dollars and no cents

Page 8 of 12

(Numerals)

(Written)

JEA WATER DISTRIBUTION SYSTEM

Includes the construction of the water distribution system complete, including all pipe, services, valves, hydrants, fittings, connection to the existing system, testing, and disinfection, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$ 208,000.00	
$ 281,000.00	
TAX INCLUDED

TOTAL LUMP SUM PRICE ITEM N:

$ _8_6_4-'-,0_9_6_.o_o	(Numerals)

Eight hundred sixty four thousand ninety six dollars and no cents

(Written)

0.	JEA GRAVITY SANITARY SEWER SYSTEM

Includes the construction of the gravity sanitary sewer system complete, including all dewatering, structures, pipe services, stub outs, temporary plug and testing as specified to meet FDEP and JEA standards and specifications. Also includes the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system.

Note: Any gravity sewer pipes that extend beyond the Phase 1 C phase line into Phases 2 and 3 shall be constructed to the next upstream sanitary sewer manhole and shall include that upstream sanitary sewer manhole.

Material only price for PVC pipe: Material only price for precast structures:

$  177,000.00	
$  118,000.00	
TAX INCLUDED

TOTAL LUMP SUM PRICE ITEM O:

$  1 067 720.00

(Numerals}

One million sixty seven thousand seven hundred twenty dollars and no cents (Written)

Page 9 of 12

JEA RECLAIMED WATER DISTRIBUTION SYSTEM
Includes the construction of the reuse water distribution system complete, including all pipe, services, valves, fittings, connection to the existing system, testing, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C reclaimed water distribution system.

Material only price for PVC pipe:	TAX INCLUDED$ 189 000.00 Material only price for valves, fittings and other vendor supplied materials:	$ 181 000.00
TOTAL LUMP SUM PRICE ITEM P:

$ 681,247.00
Six hundred eighty one thousand two hundred forty seven dollars and no cents

(Numerals}

(Written)

WATER, SEWER AND REUSE AS-BUILTS

Includes the preparation and submittal of all water, sewer, lift station, forcemain and reclaim system as-builts, including all water, sewer, reuse forcemain and storm crossings, in accordance with the Florida Department of Environmental Protection, the JEA and City of Jacksonville requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM Q:

Five thousand dollars and no cents

(Written)

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

Includes the provision and installation of irrigation, electrical, telephone and cable television sleeves. These unit process will be used once the Sleeving Plan is developed. Payment shall be based on the actual quantity installed.

Sub-Totals (Numerals) SCH 40 PVC:
2" Basis of Bid 3,000 L.F. $ 1 5 .o o	

per L.F.

3" Basis of Bid 3,000 L.F. $ 15.00	 per L.F. 4" Basis of Bid 4,000 L.F. $ 18.00	per L.F. 6" Basis of Bid 4,000 L.F. $  30.00	 per L.F.

TOTAL LUMP SUM PRICE ITEM R:

$	282 000.00

(Numerals)

_T w o h=un d r-'e=d e ig h t y-'tw=o-'thcco u"'s a n d d"'o ll=a rs a n d=no c e nt s	(Written)

Page10of12

JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE

The cost for the electrical distribution infrastructure is to be included in the Contractor's Contract within this allowance. This includes materials and labor to install the manholes, conduits, concrete pads and all the appurtenances. Also includes provision of as-builts to the JEA, and coordination with the JEA to ensure timely installation of cable and electrical equipment. An allowance of $125,000.00 is provided for this item but all reimbursements for this item will be made to the Contractor based upon the actual cost.

The JEA will supply all manholes, conduit and marker balls for the conduit system, three phase transformer pads and street light bases. In addition, the JEA will supply and install all switch cabinets, transformers, cables and light poles. It will be the Contractor's responsibility to coordinate with the JEA for timely delivery of project materials to meet the project substantial and final completion dates.

TOTAL LUMP SUM PRICE ITEMS:

$ 125000.00

(Numerals) One hundred twenty five thousand dollars

One l=lundred Thousand Dollars- and no cents	(Written)

TESTING

The costs for all testing associated with the construction of the project is to be included in the Contractor's Contract. This includes, but is not limited to, all LBR tests, compaction tests, asphalt coring, concrete strength tests, pond embankment density, and all other testing necessary to comply with COJ and JEA requirements and included in the Report of Geotechnical Exploration.

TOTAL LUMP SUM PRICE ITEM T:

$	70,000.00

(Numerals)

_S_e_v_e_n--'-ty_t_ho_u_s_a_n_d_d_o_lla_r_s_a_n_d_n_o_c_e_n_ts	 (Written)

UNSUITABLE MATERIAL REMOVAL/ REPLACEMENT
(Onsite disposal of unsuitable material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This basis of bid assumes that all unsuitable material shall be disposed of onsite.

Basis of Bid Quantity: _5_0_0		C.Y.(Bank Measure)  $  50.00	/C.Y. (Bank Measure)

TOTAL BASIS OF BID PRICE ITEM U:

$	25,000.00

(Numerals)

_T_w_e_n ty f_iv_e_t_h_ou_s_a_n_d_d_o_ll_ar_s_a_n_d_n_o_c_e_n_ts	

(Written)

LANDSCAPING

Includes all work necessar  to install the trees de icted on the Landsca e Code Plan.

TOTAL BASIS OF BID PRICE ITEM V:

$	450,000.00

(Numerals)

-=F....:o::..::u:.;,.r...:..;h=u:...:..nd=r-=e=d...:.;fi:.:..:ft"--y...:.:th..:..::o=-=u=s=a:...:..nd=-=d=ol=la:.;,.rs=-=a:.   ndno=-=-c=en'-'-'t=s	

(Written)

Page 11 of 11

PAYMENT AND PERFORMANCE BOND

Includes cost of providing payment and performance bond in accordance with project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.1:
$ _7_7_,o_o_o_.o_o	
Seventy seven thousand dollars and no cents

(Numerals)

(Written)

CONTRACTOR'S WARRANTY

Includes the cost of providing a Contractor's warranty in accordance with City of Jacksonville and JEA standard requirements and the project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.2:

$  12,000.00

Twelve thousand dollars and no cents

(Numerals)

(Written)

TOTAL BASIS OF BID PRICE ITEM W:
$  89,000.00

Eight nine thousand dollars and no cents

(Numerals)

(Written)

BID ALTERNATE:

UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite Disposal of Unsuitable Material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This bid alternate assumes that all unsuitable material shall be disposed of offsite.

Basis of Bid Quantity: _5_0_0		C.Y. (Bank Measure)	$	50.00	/C.Y. (Bank Measure)

TOTAL LUMP SUM PRICE ITEM X:

$

_2 5, 0_0_0._0_0	(Numerals)

Twenty five thousand dollars and no cents

(Written)

Page 12 of 12

GENERAL NOTES

The Proposer shall submit a detailed construction schedule with the proposal that outlines time frames for major work items. This schedule shall demonstrate completion within the time frames specified in this Proposal.

The Proposer shall submit a graphical representation of the project earthwork (heat map). This shall show the color coded depths of excavation and fill that were used to evaluate the earthwork quantities.

The proposer shall submit the earthwork cut/fill sheets that were generated by the earthwork software used to calculate the earthwork quantities.

Standard Engineers Joint Contract Documents Committee (EJCDC) contract documents as modified by the DISTRICT will be used for the Contract and General Conditions.

The DISTRICT will provide the following survey stakeout work for the Contractor on a one time basis. The Contractor must provide all other necessary survey work.

Two Project Benchmarks
Centerline P.l.s

Where so indicated in this Proposal, lump sum prices shall be expressed (printed or typed) in words and numerals, and in the case of discrepancy between the two, the amount expressed in words shall govern.

The Contractor shall be responsible for, and his Proposal includes, coordinating the work necessary with City of Jacksonville and JEA.

The Contractor shall be responsible for coordinating the work necessary to complete all final approvals and acceptances and acceptances as required by the DISTRICT, COJ, FDEP, SJRWMD and JEA.

The Contractor shall complete his work in a professional and workman-like manner typical of his industry. There shall be no sections or parts missing. Further, the work shall be complete and able to function for its intended use. The work must be continuous.

All storm drainage must be maintained during construction. If this does not occur, the Contractor will be responsible for any damage that may result.

Water, sewer and reuse as-builts must include elevation on all water/storm and water/sanitary crossings. Sanitary Sewer services crossings are not included.

The Contractor must comply with and include in his bid all costs associated with compliance with the Florida Trench Safety Act.

PROPOSER accepts all of the terms and conditions of the Request for Proposal and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening. PROPOSER will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15) calendar days after the date of DISTRICT's Notice of Award.

In submitting this Proposal, PROPOSER represent, as more fully set forth in the Agreement, that:

PROPOSER has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance and furnishing of the Work.

PROPOSER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work.

PROPOSER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site which have been identified in the Contract Documents. PROPOSER acknowledges that DISTRICT and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. PROPOSER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by PROPOSER and safety precautions and programs incident thereto. PROPOSER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents.

PROPOSER has correlated the information known to PROPOSER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.

PROPOSER has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that PROPOSER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to PROPOSER, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

The following documents are attached to and made a condition of this Bid:

Required Bid Bond;

Certificate as to Corporate Principal;

Attachment A - PROPOSER'S Sworn Affidavit;

Attachment B - List of Proposed Subcontractors;

Attachment C - Certificate of Compliance with Florida Trench Safety Act;

Miscellaneous Proposal Requirements found in Instructions to Proposers, Section 21.

Communications concerning this Bid shall be addressed to: The address of PROPOSER indicated below:
 Petticoat-Schmitt Civil Contractors, Inc.	

 6380 Philips Hwy., Jacksonville, FL 32216	

Telephone Number: _(9_0_4)_7_5_1_-0_8_8_8	 _

Terms used in this Bid which are defined in the General Conditions, Supplementary Conditions or Instructions will have the meanings indicated in the General Conditions, Supplementary Conditions or Instructions.

We, the Undersigned, hereby declare that no person, persons, firm, or corporation, other than the undersigned, are interested I this proposal as principals and that this Proposal is made without collusion
with any person, firm, or corporation.

CORPORATE/COMPANY

',, .,.·_, ::

.	,.

(Name typed or printed)

By.	 _

... ..: .' ..

(Name typed or printed)

Address:	6380 Philips Hwy.

 Jacksonville FL 32216	

Telephone No.: ( 904)_7_5_1-_0_88_8		_	Fax No.: (904) 751-0988

State Contractor License Number: -CGC #056751		 Federal I.D. Tax Number: -26-1293750	
INDIVIDUAL

Name:.	
(Signature)

_				 (Name typed or printed)	(Title)

Address:		

Telephone No.:(	 )	 _

Federal I.D. Tax Number: 	 _

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, Ryan M. Schmitt	, certify that I am the Secretaiy of the Corporation named as Principal in the attached bond; that Jeff Rumer	who signed the said bond on behalf of the Principal, was then Vice President			aid Corporation; that    w  is signature,

and his signature hereto is genuine; and that said bon w. s duly ·s in Behalf of said Corporation by authority of its gove··	g bod .

ed, and	sted for and

STATE OF FLORIDA	,'  I

,	"  I  ,"

{•, ri.'.:I >j ,

'',	/(  "l

1
,:, "I//

COUNTY OF DUVAL

.  ".  ''	,	.. •f C
• ;r,." • ." • • •,, "',: • •
•  11/.,') •\·t·l '-
,,,	'·; \ \'

The foregoing instrument was acknowledged before me this 1st day of March		:·2023, by Ryan M' Schmitt	' a Secretary' o:fi:>etticoat-SchmittCivil Contractors,lnG,a 	corporation, for and on behalf of said company.  Such person   is personally known to me or [ ] produced
	 as identification.
&Sigature of Notary Public
Printed Name of Notary Public

END OF SECTION

ATTACHMENT A

PROPOSER'S SWORN AFFIDAVIT

TO: Boggy Branch Community Development District

At the time the proposal is submitted, the Proposer shall attach to his Bid a sworn statement.

This sworn statement shall be an affidavit in the following form, executed by an officer of the firm, association, or corporation submitting the proposal, and shall be sworn to before a person who is authorized by law to administer oaths.

STATE OF -FLORIDA	 COUNTY OF  DUVAL	
Before me, the Undersigned authority, personally appeared

who being duly sworn, deposes and says he is Vice President
(Title)

ofPetticoat-Schmitt Civil Contractors, Inc.
(Finn)

The Proposer submitting the attached proposal for the work covered by the Documents in Bid No: 19115 Southeast Quadrant Residential Phase IC, Duval County, Florida.

The affiant further states that no more than one proposal for the above-referenced project will be submitted from the individual, his firm or corporation under the same or different name, and that such Proposer has no financial interest in the firm of another proposer for the same work. That he, his firm, association or corporation has neither directly, nor indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this firm's Bid on the above-described project. Furthermore, neither firm nor any of its officers are barred from participating in public contract lettings in the State of Florida or any other state.

· · Contractors, Inc.	

(Title)

Sworn and subscribed to me this	1st
daY- of	March	, 2023. Notary Public
s	
Printed

My commission Expires:

ATTACHMENT B

LIST OF PROPOSED SUBCONTRACTORS

List shall include the name of each Subcontractor where the amount of their work exceeds five percent (5%) of the Conh·act Price. Indicate percentage of Conh·act Price for each subconh·actor listed. Attach additional information as needed.

Subcontractor No. 1

Name: 3D Concrete Solutions Description of Work: Concrete Flatwork Percent of Contract Price: 6.21% Previous Experience Together: Yes

Subcontractor No. 2

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 3

Name:
Description of Work:
Percent of Conh·act Price:
Previous Experience Together:

Subcontractor No. 4

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 5

Name:
Description of Work:
Percent of Contract Price:
Previous Experience Together:

ATTACHMENT C

CERTIFICATE OF COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT

TO: Boggy Branch Community Development District

Trench excavations on this Project are expected to be in excess of five feet (5') deep. The Occupational Safety and Health Administration excavation safety standards, 29 CFR 1926.650 Subpart P, h·ench safety standards will be in effect during the period of construction of the Project.

Undersigned acknowledges that included in the various items of its Proposal and in the Total Proposal Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of FL) effective October 1, 1990, and hereby gives assurance that the Contractor or Subcontractor performing h·ench excavation work on the Project will comply with the applicable h·ench safety standards. The Proposer further identifies the costs as follows:

Trench Safety Item (Description)
OSHA Compliant Shoring

Unit Quantity

Units of Measure (LF, SY)

Unit Cost

Extended Cost

System	11,044	 LF	  3.00		33,132.00

	 	    	    	    		 	

TOTAL$ 33,132.00

COMP

ti oat-Schmitt Civil Contractors, Inc.

DATE:  3/1/23

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
ORGANIZATION INFORMATION OF PROPOSER
SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C

DATE SUBMITTED:	_M_ar_c_h_1	,2023
Proposer Petticoat-Schmitt Civil Contractors, Inc.
(Company Name)

I I A Individual
/_) A Partnership
/_j A Limited Liability Company
/)I/ A Corporation
/_/ A Subsidiary Corporation

Proposer's Parent Company Name (if applicable) ---'-N"-/A'-'-----------------

Proposer's Parent Company Address (if applicable)

Street Address _N_/_A	

P.O. Box (if any) 	

City 	 State 	 Zip Code 	

Telephone 	Fax No. 		_ 1st Contact Name 	 Title 	 _ 2"C'ontact Name 	 Title 	_
Proposer Company Address (if different) Street Address 6380 Philips Hwy.
P.O. Box (if any) 	

City Jacksonville

State _F_L	

Zip Code _,,,3,s22e,..1cs6c 

Telephone (904) 751-0888	Fax No. (904) 751-0988

1stContact Name  Jeff Rumer	Title  Vice President

2"C' ontact Name -To-m -But-ler----------Title Director of Pre-Construction
List the location of Proposer's office that would perform Boggy Branch Community Development District work.
Street Address 6380 Philips Hwy.

P.O. Box (if any) 	

City	Jacksonville

State _F_L	

Zip Code -=3=2=-21.:.:6:.. 

Telephone	(904) 751-0888	Fax No. (904) 751-0988

1st Contact Name  Jeff Rumer	Title Vice President

2"C' ontact Name To=m But=ler----------Title Director of Pre-Construction

Is the Proposer incorporated in the State of Florida? Yes (_)j: No(_)

If yes, provide the following:

Is the Company in good standing with the Florida Department of State, Division of Corporations? Yes (29 No(_)
If no, please explain 	

Date Incorporated October 23 2007

If no, provide the following:

Charter No. N=/A -------

The state in which the Proposer company is incorporated 	_ Is the company in good standing with the state? Yes(_) No(_)
If no, please explain 	

Date incorporated 	 Charter No. 	_
Is the Proposer company a registered or licensed contractor with the State of Florida? Yes (29 No(_)
If yes, provide the following:

Type of registration (i.e. certified general contractor, certified electrical contractor, etc.) Certified General Contractor
License No. CGC 057651	Expiration Date 8/31/2024

Qualifying Individual _R-y a_n_M_._S_c_hm_it_t	 Title Owner

List company(ies) currently qualified under this license Petticoat-Schmitt Civil Contractors, Inc.

Is the Proposer company a registered or licensed Contractor with Duval County? Yes (2<) No(_)

Has the Proposer company performed work for a community development district previously? Yes
(29 No{_)
If yes, describe: Trailmark PH 4, Part 1 - 5,438LF 15"-36" RCP. Placement of 14,052SY of 12" LBR40 Stabilization, 14,052FY of 6" limerick, 14,052SY of SP Asphalt. Place & compact 62,000
CY for Lots. Concrete sidewalk, curb&gutter with building pads. 4.183LF 4"-12" DR18 WM. 98 Water Service. 3.535LF of 8" DR26 Sanitary sewer, 98 sewer services.
Name of Proposer"s Bonding Company Travelers Casualty & Surety Co. of America

Address One Tower Square, Hartford, CT 06183

Approved Bonding Capacities:	Aggregate Limit
Single Project Limit
Total Current Contracts Bonded

$ 100,000,000
$	25 aaa aaa
$	'535'042.63

Name of Proposer's Bonding Agency Cecil W. Powell & Company Address 219 N. Newnan St., Jacksonville, FL 32202
Contact Name Fitzhugh Powell	Telephone /904) 353-3181

List the Proper's total annual dollar value of work completed for each of the last three (3) years starting with the latest year and ending with the most current year (12) 38,613,355.00
(13) 52,640,799.00	, (14) 63,185,633.00	.

What are the Proposers' company's current insurance limits?
General Liability	$ _,_1,_,,o"'o"'"o,_,,o"'o"'"o	_
Automobile Liability	$ "'°2'=',0""0='-0'=',0""0='-0	_
Workers Compensation	$1-'--''-=-0-=-0-=-0''-'0-=-0-=-0	
Expiration Date	.,_7,_,/1-'-'/2"'0"'2""3	

Has the Proposer company been cited by OSHA for any job site or company office/ shop safety violations in the past two years? Yes L) No(
If yes, please describe each violation fine, and resolution 	

What is the Proposer's current worker compensation rating? _,_1'-'.0'-'0'	­

Has the Proposer experienced any worker injuries resulting in a worker losing more than ten (10)
working days as a result of the injury in the past two (2) years? Yes (29 No(_)
If yes, please describe the incident: We had an employee trip and fall on a bolt sticking up in the
 concrete and it punctured his buttock and fractured his pelvis.	

Please state whether or not your company or any of its affiliates are presently barred or suspended from bidding or contracting on any state, local, or federal-aid contracts in any state(s)? Yes(_) No (19
If so, state the name(s) of the company(ies) 	

The state(s) where barred or suspended 	

State the period(s) of debarment or suspension 	

INDIVIDUAL'S NAME	PRESENT POSITION
OR OFFICE	MAGNITUDE AND
TYPE OF WORK	YEARS OF CONSTRUCTION
EXPERIENCE	YEARS WITH FIRM	IN WHAT CAPACITY?	

Abraham Bah	
Proiect Manaaer	l-'nvaie1puo11c
civil site work	15+	
2 vrs.	Project Mgr.	

Randv Millner	
Superintendent	l-'nva1e1puu,1c
civil site work	30+	
15 vrs.	Superintenden	

What is the construction exoerience of the orooosed suoerintendent and oroiect manaaer?

Have you ever failed to complete any work awarded to you? Yes (_) No (29

PETTCIV.01	 $BRUNSON
A,.CO.,R,	D'	CERTIFICATE	OF LIABILITY INSURANCE	I  DATE (MMIDDNYYY)
6/27/2022	
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.	
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement{s).	
PRODUCER
Cecil W. Powell & Company 219 N. Newnan Street Jacksonville, FL 32202	- _[f cT Susan Brunson, CIC, CLCS, ACSR	
	rt2,Nil'o, E,t,, (904) 353-3181	I r.e . NoJ,(904) 353.5722	
	.1    o1fu$s:    SBRunson@cwpowellins.com	
	INSURER1S) AFFQR.Qlf.'.IG COVERAGE	NA	
	INSURER A: Zurich American Ins Co	16535	
INSURED	
Petticoat-Schmitt Civil Contractors, Inc.
6380 Philips Highway
Jacksonville, FL 32216	INSURER s: Travelers Pron Cas Co of Am	25674	
		INSURER c :St. Paul Surnlus Lines Insurance Comnanv	30481	
		INSURER.D:		
		INSURERE:		
		INSURERF:		
COVERAGES	CERTIFICATE NUMBER·	REVISION NUMBER·
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

D WVD

lrJ	TYPE OF INSURANCE	11'?PL SUBR	POLICY NUMBER	_gRLJ%'!'.ff.L .. 6%':'.!? !?-	LIMITS

-X

--

COMMERCIAL GENERAL LIABILITY
7	CLAIMS-MADE CR] OCCUR

GLO292699701

7/1/2022

711/2023

..J:J :CH OCCURRENCE 1bg,T:J9E  J r?e"Q;)
MED EXP fAn" onenersonl

$		1,000,000
$	1,000,000
$	10,000
1,000,000

-
'L	AGGREGATE LIMIT APPLIES PER

PERSONAL & ADV INJURY	$
GENERAL AGGREGATE	s

2,000,000

POLICY []]	r8-f [K] LOC OTHER:
A  ... TOMOBILE LIABILITY
X ANY AUTO

BAP292699801

7/112022

7/1/2023

EJ30DUCTS - COMP/OP AGG

OM   ,flNGLE LIMIT

BODILY INJURY 'f'.&.Lnersonl

$	2,000,000

$

'	2,000,000
'

-
-
-

- X

-
OWNED
AUTOS ONLY	-
HIRED
AUTOS ONLY	-

UMBRELLA LIAB EXCESS LIAB

SCHEDULED AUTOS
8¥oii¼t

OCCUR CLAIMS-MADE

CUP2T06768222NF

711/2022

711/2023

BODILY INJURY /Per accident\ "Fp ? i iJRAMAGE

EACH OCCURRENCE AGGREGATE

s
$

$

'		5,000,000
'	5,000,000

OED I X I RETENTION$	10,000	'

A WORKERS COMPENSATION ANDEMPLOYERS' LIABILITY
OFFICER/MEMBER EXCLUDED?

□Y/N

N/A

WC292699601

7/1/2022

71112023

 x[ l.\%urf I I 0TH,

ER

'

1,000,000
1,000,000

ANY PROPRIETOR/PARTNERJEXECUTIVE
(Mandatory In NH)

E.L EACH ACCIDENT
EL DISEASE - EA EMPLOYE"' $

	If yes, descrlbe under
DESCRIPTION OF OPERATIONS below				E.L. DISEASE - POLICY LIMIT	s	1,000,000	
C	Pollution Liability	ZCD· 16P20811	1112/2022	1/1212023	Per Claim	1,000,000	
C	Pollution Liability	ZCD· 16P20811	111212022	111212023	Aggregate	3,000,000	

DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is requlred)

For Bidding Purposes Only For Bidding Purposes Only

I	
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION  DATE THEREOF,  NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.	
	
AUTHORIZED REPRESENTATIVE	

CERTIFICATE HOLDER	CANCELLATION

ACORD 25 (2016/03)	© 1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD

If so, where and why? 	

Has any officer or partner of your organization ever been an officer, partner, or owner of some other organization that has failed to complete a construction contract? Yes(_) No (2<)

If so, state name of individual, other organization and reason therefore 	_

List any and all litigation to which the organization has been a party in the last five (5) years.

Please see attached

Has organization or any of its affiliates ever been either disqualified or denied prequalification status by a governmental entity? Yes (_) No (29
If so, discuss the circumstances surrounding such denial or disqualification as well as the date thereof.

Within the past five (5) years, has organization failed to complete a project within the scheduled contract time? Yes(_) No (29
If so, discuss the circumstances surrounding such failure to complete a project on time as well as the date thereof.

CLAIMS/LIENS/LITIGATION HISTORY

SUBMISSION PER REQUEST, HOWEVER NONE ARE APPLICABLE OR RELEVANT TO THE WORK OR CONTRACT

1.

Description of every action: Claim for negligence and Breach of Contract Amount at issue: $2.6m
Attorney: Tom Olsen
Amount recovered: Settlement through confidential mediation. Owner: FDOT, Lake City, FL

2.
Description of every action: Claim for Breach of Contract Amount at issue: $1.4m
Attorney: Tom Olsen
Amount recovered: Settlement through confidential mediation. Owner: City of Hinesville, Hinesville, GA

3.
Description of every action: Claim for Breach of Contract Amount at issue: $668,000
Attorney: Mark Bryan
Amount recovered: Settlement through confidential mediation. Owner: SEMA Construction, Orlando, FL

4.
Description of every action: Claim for Breach of Contract, Defendant Amount at issue: $90,000
Attorney: Mark Bryan Amount recovered: Pending
Subcontractor:  Florida Curb, Jacksonville, FL

List all projects currently under contract, with a remaining contract amount of over $100,000.00 (excluding retainage) and with an expected remaining contract duration in excess of 120 days (to substantial completion).
Please see attached

Identify all subcontractors Contractor intends on utilizing for the project and describe the portion and percentage of work to be performed by each subcontractor.

Keelco, Inc. - Asphalt Paving  - 3.63%	 Lovin Contracting, Inc. - Clearing & Grubbing - 1.7%
Downstream Company, Inc. - Erosion Control - .19% 3D Concrete Solutions - Concrete Flatwork - 6.21%
Maloy Grading Corp. - Base & Subgrade Prep - .63%	 Suwannee Valley Grassing, Inc. - Grassing - .92%
Liberty Landscape Supply - Landscaping - 4.0%		 Roger's Pavement Maintenance, Inc. - Striping & Signage - .33%

[Remainder of Page Left Intentionally Blank]

Project#
20143

20157

20160

21164

21167

21168

ProJecJ! Name/Owner
Key Haven Pump Station (JEA}
10800 Key Haven Boulevard, Jacksonville, FL 32218
St. Augustine Lakes (Lennar)
N. Holmes Blvd. & 4 Mile Road, St. Augustine, FL 32084
5th Street W - Transmission Force Main (JEA)
5634 w. 5th Street, Jacksonville, FL 32254
Robena Road Booster Pump Station (JEA)
Robena Road, Jacksonville, FL 32218
Tamaya Parcel F (Tamaya Loan Acquisition, LLC)
Tamayo Blvd. & Meritage Blvd., Jacksonville, FL
118th Street Pump Station (JEA)

22171

22173

22174-01

5104118th Street, Jacksonville, FL
Saratoga Springs WTP (Clay County Utility Authority)
Feed Mill Road, Green Cove Springs, FL
St. Augustine Lakes Phase 2B (Lennar)
N. Holmes Blvd. & 4 Mile Road, St. Augustine, FL 32084
Ridaught Landing WRF Upgrades (CCUA}

22174-02

22176

22178

22179

22179-02

22180

22184

22185

22186

22187

22191

Governor's Park (CCUA}
west of S. Oakridge Avenue & south of Boulevards Road, GCS, Clay County, FL
SR 16  WWTF Blower Improvements (SJCBOCC}
3000 Industry Center Road, St. Augustine, FL 32084
Monterey - Townsend Pump Station (JEA)
3254 Townsend Boulevard, Jacksonville, FL 32277
Galvanized Pipe Program - H & L (JEA}
(Area H) Nolan, Hunt & Emerson I (Area L) Dellwood, Owens & Gilore, Jax, FL
Galvanized Pipe Program - Package L (JEA}
Forbes Street, Jacksonville, FL
Jax South Philips Hwy Apartments (Aventon Construction)
14485 Philips Highway, Jacksonville, FL 32256
Dunn's Crossing Unit 4 (Dream Finders Homes)
Dunn Avenue, Jacksonville, FL 32210
Silverleaf Parcel 22 PH 1 (Lennar Homes, LLC)
Silverlake Drive (west of Silverleaf Parkway), St. Johns County, FL
Lakeshore WTP Reservoir Rehab
2113 Hamilton Street, Jacksonville, FL 32210
Artea Mutifamily (Summit Contracting Group)
Broadcast Place, Jacksonville, FL 32207
Primus Cold Storage (Primus Builders, Inc.)
250 Busch Drive E., Jacksonville, FL 32218

22192

Tallahassee Headworks

'

Tallahassee, FL {Various Locations)

I

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the Boggy Branch Community Development District or their authorized agents, deemed necessary to verify the statements made in this application or attachments hereto, or necessary to determine whether the Boggy Branch Community Development District should qualify the Proposer for providing a Proposal for its construction projects, including such matters as the Proposer's ability, standing integrity, quality of performance, efficiency and gene I reputation.
(Type Name and Title of Person Signing)

This  1st	day of  M=a=r c h	,2023.

(Corporate Seal)

Sworn to before me this	1st	day of  March	, 2023.

' .
... r \,,,- :...:
' { J,';; J.\f(; ·:.,\,·
,,. ,.,,,,, ...1'

 	 	

CORPORATE OFFICERS
Company Name  Petticoat-Schmitt Civil Contractors, Inc.	Date	3/1/23

NAME OF PROPOSER	
POSITION OR TITLE	
CORPORATE RESPONSIBILITIES	INDIVIDUAL'S RESIDENCE CITY, STATE	
	
Owner	v1s1onary responsible for all
corporate actions	
Atlantic Beach, FL	
Rvan M. Schmitt

Lauren C. Atwell	
President & COO	Responsible for all field operations nrl ner0~nnel	
Glen St. Mary, FL	

Jeff Rumer	
Vice President	Project executive for public infrastructure nroiects	Jacksonville, FL	

David Dougherty	
CFO	Maintains & monitors all financial
1 +inn° f --m-~nu	Jacksonville, FL	

Jonathan Beliott	
Vice President	Project executive for water & waste
water nroiects	Jacksonville, FL	

Kirk Blomgren	
Vice President of Safetv	Responsible for safety of all employees &
Qualitv Control □roarams	
Nocatee FL	

				
				
FOR PARENT COMPANY (if applicable)	

N/A				

				

Provide the followina information for Officers of the Proooser and oarent companv, if anv.

BACKGROUND	PROFESSIONAL AFFILIATIONS

100% Owner, Founder and President of Petticoat-Schmitt Civil Contractors, Inc. Ryan has over 32 years experience in the civil contracting industry with the last 27 in senior management. A proven leader in the civil construction industry bringing a consistent track record of corporate and association leadership, his areas of expertise include strategic planning, organizational design, process development and implementation, recruiting and staffing, motivating work force, safety design and implementation, estimating, project management, equipment acquisition and managerial accounting.

EDUCATION

Master's in business administration (M.B.A.), University of North Florida
Bachelor of Construction Technology, University of North Florida
Bachelor of Arts, Criminal Justice, University of Florida

LICENSES HELD

Florida State Certified General Contractor - #CGC057651
Florida State Class V Fire Protection Contractor -
#72180800011996

NUCA National - Past Chairman of the Board NUCA of FL - Past President
NUCA of NFL - Past President
Seamark Ranch- Past Chairman of the Board University of North Florida - Dean's Leadership Council University of North Florida - Construction Management Advisory Board Member
City of Jacksonville - Construction Disputes Review Board Member

AWARDS & RECOGNITION

2012 Recipient of the University of North Florida (UNF) Fabulous Grad "Fab Grad" award.

201O, 2012 Recipient of the NUCA Ditchdigger of the Year Award

2012 Recipient of the National Utility Contractor's Association (NUCA) William H. Feather Overall Award

2009 Recipient of the National Utility Contractor's Association (NUCA) William H. Feather Award for meritorious achievement in construction

2009 Recipient of the NUCA National Community Service Award for volunteer work at Seamark Ranch

2008 Recipient of the Underground Utility Contractors of Florida (UUCF) Mitch Ellington Award for Contractor of the Year

PETTICDAT-§CHMITT
r::lc,v1L	CONTRACTOR§., INC.

LAUREN ATWELL, PRESIDENT & COO

BACKGROUND

Lauren became President of Petticoat in October 2022. Lauren has an established career that spans over 33 years in heavy construction with a strong emphasis on water and wastewater treatment facilities. In his current position he is responsible for the day to day operations of the company and overall management of water and wastewater plant construction operations for Petticoat-Schmitt.

EDUCATION

B.S. Civil & Environmental Engineering Clarkson University

PROFESSIONAL AFFILIATIONS

NUCA
NUCA of Florida, Former President, NUCA of North Florida, Former President GUCA, Former Board of Directors AWWA
WEF
Society of American Military Engineers (SAME) University of North Florida Construction Management Advisory Board of Directors.
J. Mitchell Ellington Award Contractor of the Year - 2010

SELECTED EXPERIENCE

Fourth Creek WWTP Composite Correction Plan Senior Vice President
Knoxville, TN - $17.5 Million

KCUD Membrane WTP Senior Vice President Knoxville, TN - $14.3 Million

Sunset WTP Expansion Senior Vice President Guntersville, AL - $8.2 Million

Central Consolidated Pump Stations Senior Vice President
Baton Rouge, LA - $20.9 Million

Hood Road WTP Membrane Conversion Senior Vice President
Palm Beach Gardens, FL - $50.0 Million

Arlington East WRF BRN Upgrades District Manager
Jacksonville, FL - $25.0 Million

Ormond Beach Reverse Osmosis WTP District Manager
Ormond Beach, FL - $11.0 Million

Lake Worth Reverse Osmosis WTP District Manager
Lake Worth, FL - $17.0 Million

No Business Creek Pump Station Project Manager
Snellville, GA - $6.9 Million

Clayton County WRF Upgrade Project Manager
Clayton County, GA - $56.0 Million

 PEI llCDAT-§CHMITT
r::lcll/lL	CONTRACTOR§ INC-

BAO<GROUND	SELECTED EXPERIENCE

Jeff joined Petticoat-Schmitt as the former President of UIT (Underground Infrastructure Technologies) and Senior Vice President of Harrison Western Construction Corporation based in Colorado. Jeff has more than 20 years of experience within the civil construction and tunnel/ bore industry, with responsibilities including operation, client retention and satisfaction, quality and safety. As a Vice President of Petticoat­ Schmitt, Jeff provides leadership in the areas of public infrastructure construction.

EDUCATION

B.S. in Applied Engineering University of Michigan

Colorado School of Mines Colorado State University

FOOT T-2583 1-10
Vice President
Jacksonville, FL - $2.9 Million

SR243 New Pecan Park Rd./I-95 Interchange Vice President
Jacksonville, FL - $17.4 Million

FOOT E2U39 US1 & A1A
Vice President
St. Augustine, FL - $9.2 Million

Rogero Road Roundabout Vice President
Jacksonville, FL - $1.3Million

PROFESSIONAL AFFILIATIONS

NUCA, National Ditchdigger of the Year 2013 NUCA of Colorado, Founding President NUCA of Colorado, 2016 National Chairman 811 Legislative Task Force
NUCA Trenchless Technologies, Committee Chair Louisiana Technical University's Center for Trenchless Technologies

PETTICOAT-SCHMITT
r:fac,v1LCUNTRACTUR!!ii, INC.

PETTICDAT-§CHMITT
r"':lc,v,L	CONTRACTOR§., INC.

DAVID DOUGHERTY, CHIEF FINANCIAL OFFICER

BACKGROUND
David is the Chief Financial Officer for Petticoat­ Schmitt Civil Contractors, Inc. David has over 25 years' experience in Accounting, Finance, and Financial Reporting. The last 17 years his focus has been in the  construction  industry providing financial leadership. He has been with PSCC for the past 4 years.

EDUCATION
Business Administration in Accounting, University of North Florida

PROFESSIONAL AFFILIATIONS

Florida Institute of Certified Public Accountants

Construction Financial Management Association

AWARDS & RECOGNITION

Jacksonville Business Journal's 2018 Ultimate CFO

PROFESSIONAL CREDENTIALS

Certified Public Accountant

.	,.PETTICDAT-§CHMITT
r::lc,v1L	CONTRACTOR§,,, INC.

JONATHAN BELLOIT, VICE PRESIDENT OF WATER RESOURCES

BACKGROUND
As a Vice President of PSCC Water Resources with over thirty eight years of construction experience, Mr. Belloit has extensive knowledge in residential, commercial, utility, industrial construction, and land development. Mr. Belloit's broad range of field management skills in heavy industrial construction projects extends to underground piping, pumping stations, water treatment plants and wastewater treatment plants. His wide-ranging background in Construction Management, Design Build and alternate delivery methods includes the implementation and development of partial and final contract documents including front-end documents, legal, contractual, design, and constructibility review and analysis. Mr. Belloit directs the day-to-day operations of Water Resources, implementing plans and policies to achieve overall corporate objectives and maximizing operating results. Mr. Belloit is also actively involved in numerous industry organizations and serves on the Board of Directors for the Association of General Contractors.

EDUCATION
University of North Florida

LICENSES
State of Florida Certified Contractor (CG046120) State of Georgia Certified Utility Contractor (UC300386) State	of	Georgia	Utility	Manager	(UM000550)

GERTIFICATIONS
OSHA
Trench Safety Training Confined Space

PROFESSIONAL AFFILIATIONS

Board of Directors for the Association of General Contractors of
America
National Utilities Contractors Association (NUCA)

SELECTED EXPERIENCE
EASTERN WATER RECLAMATION FACILITY OF DELTONA
Construction Manager Deltona, FL - $24 million

JACKSONVILLE BEACH WWTP IMPROVEMENTS

Construction Manager
Jacksonville Beach, FL - $19.9 million
ATLANTIC BEACH FLORIDA WWTP TMDL

Construction Manager Atlantic Beach, FL $5 million

SARATOGA SPRINGS WTP

Executive in Charge
Green Cove Springs, FL $13 million

KIRK BLOMGREN, VICE PRESIDENT OF SAFETY

BACKGROUND

Kirk came to us from CSX as the Chief Clearance Officer/ Engineer. He has been with Petticoat-Schmitt for two years. He has an operational understanding of the risks and processes relating to maintaining a safe working environment. He is committed to the highest standard of health and safety, and is an expert in ensuring that risk is eliminated or minimized in the workplace. Kirk is responsible for all Field Safety Audits and is highly skilled in team-building, analytics, communication, problem solving and negotiations. He has over 26 years of personal development, teaching, and facilitating skills for diverse employees in the construction industry.

CERTIFICATIONS

Confined Space
Master Trainer CPR and First Aid OSHA
Competent Person Trenching & Excavation

SELECTED EXPERIENCE
Alta Lakes Phases 3 & 5 Safety Engineer Jacksonville, FL - $2.8MM

Terrabella Apartments Safety Engineer Jacksonville, FL -$2.5MM

Reserve at Eagle Harbor Safety Engineer
Fleming Island, FL - $2.2MM

Cinemark Safety Engineer
Jacksonville, FL $2.1MM

PETTICOAT-SCHMITT
r::lc,v1L	CONTRACTOR§ INC.

SUPERVISORY PERSONNEL

Company Name  Petticoat-Schmitt Civil Contractors, Inc.	Date _3/_1_/2_3	
What is the experience of the key management and supervisory personnel of the Proposer company for both administration as well as operations? (Attach resumes of kev oersonnel here)

INDIVIDUAL'S NAME	
PRESENT TITLE	
DESCRIPTION OF DIRECT JOB RESPONSIBILITIES	YEARS OF EXPERIENCE IN PRESENT POSITION	TOTAL YEARS OF RELATED EXPERIENCE	
Jeff Rumer	
Vice President	Project Executive for private/public site develonment nroiects	3 yrs.	
35 vrs.	

Abraham Bah	Project Manager	Daily project coordination and liaison with clients	2 yrs.	
25 vrs.	

Randy Millner	
Superintendent	Manages and oversees all field
operations for private/public site development	
15 yrs.	
35 yrs.	

Jodi Marson	Project Coordinator	Coordination of projects, contracts, PO's,
Change orders, working with Subcontractors	
23 vrs.	23 yrs.	

					

					

					

BAO<GROUND	SELECTED EXPERIENCE

Jeff	joined	Petticoat-Schmitt	as			the		former President	of UIT (Underground		Infrastructure Technologies)		and Senior	Vice	President	of Harrison Western Construction Corporation based in Colorado. Jeff has more than			 20 years of experience within the civil construction and tunnel/ bore		industry,		with	responsibilities	including operation, client retention and satisfaction, quality_ and safety. As a Vice President of Petticoat­ Schmitt, Jeff provides leadership in the areas of public infrastructure construction.

EDUCATION

B.S. in Applied Engineering University of Michigan

Colorado School of Mines Colorado State University

FOOT T-2583 1-10
Vice President
Jacksonville, FL - $2.9 Million

SR243 New Pecan Park Rd./I-95 Interchange Vice President
Jacksonville, FL - $17.4 Million

FOOT E2U39 US1 & A1A
Vice President
St. Augustine, FL - $9.2 Million

Rogero Road Roundabout Vice President
Jacksonville, FL - $1.3Million

PROFESSIONAL AFFILIATIONS

NUCA, National Ditchdigger of the Year 2013 NUCA of Colorado, Founding President NUCA of Colorado, 2016 National Chairman 811 Legislative Task Force
NUCA Trenchless Technologies, Committee Chair Louisiana Technical University's Center for Trenchless Technologies

.	,PETTICOAT-§CHMITT
r::lc,v1L	CONTRACTOR§., INC.

ABRAHAM BAH, PROJECT ENGINEER/ PROJECT MANAGER

BACKGROUND
As a Project Engineer / Project Manager, Abraham has an established career that spans over 20+ years in construction with most of that time spent working in Heavy Civil construction. Abraham is the Project Manager for site development projects managing and responsible for all aspect of the project execution for projects in Duval County and St. Johns County. Currently managing 3 projects with a total budget of $18 million.

EDUCATION
M.S. Civil Engineering and Construction Management, University of Florida
B.S.	Civil	and Environmental	Engineering	(Structural Emphasis), University of Pittsburgh, PA

KEY SKILLS
Drafting and Design: AutoCAD, ArchiCAD, Microsation Structural Analysis and design: STAADPRO, Adina Traffic Study/Analysis: Synchro, HCS+,SimTraffic Lighting Analysis and Design: AGi32
Roadway Drainage Study, Analysis and Design: ASAD, Hydraflow, HEC­ RAS
Others: Microsoft Project, Primavera, MathCAD, Microsoft Office, Website design

SELECTED EXPERIENCE

Silverleaf 29B-2 Project Manager
St. Johns County, FL - $5.5MM

Silverleaf Parel 22 PH 1 Project Manager
St. Johns County, FL - $12.3MM

Tamaya Parcel F Project Manager Jacksonville, FL - $8MM

New Redemption Hospital Project Project Manager
Upper Caldwell, Monrovia - $12MM

National Ref. Lab Construction, US Department of Defense Project Manager
Monrovia - $9MM

PROFESSIONAL AFFILIATIONS

Professional Engineer, FL 2012, No. 73823

PETTICDAT-§CHMITT
 CIVIL	CCINTRACTCIR§p INC_

BACKGROUND	SELECTED EXPERIENCE

Randy joined Petticoat-Schmitt in 2009 with over 20 years experience in the field of pipe installation. He is well versed at managing multiple crews concurrently while meeting challenging deadlines. His current responsibilities include subcontractor coordination, plan and direct construction activities as they relate to the installation of sewer lines, water lines, and storm drains.

CERTIFICATIONS

OSHA 10 HR
CPR/First Aid Trenching & Shoring
Competent Person Training NUCA Confined Space Training Advanced MOT/DOT Training Underground Locates Training FDEP Stormwater Inspector

REFERENCES

Maurice Rudolph Standard Pacific Homes 904.538.5740

Jason Sessions Mattamy Homes 904.928.9056

NAS Jax Reuse Project - Phase 11 Superintendent
Jacksonville, FL - $1.3 Million

San Marco Streetscape Improvements Superintendent
Jacksonville, FL - $7.6 Million

Pine Forest Drainage Improvements Superintendent
Jacksonville, FL - $5.3 Million

Ocean Street Improvements Superintendent
Jacksonville, FL - $0.2 Million

Durbin Crossing Parcel Y Superintendent
Jacksonville, FL - $1.8 Million

Publix @ Sawgrass Village Superintendent
Jacksonville, FL - $1.1 Million

Phase 2 Area 1 Improvements Superintendent
Jacksonville Beach, FL - $6.3 Million

PETTICDAT-§CHMITT
r::,CIVIL	CONTRACTOR§., INC.

PETTICOAT-§CHMITT
r::lc,vlL	CDNTRACTDR§,,, INC.

JODI MARSON, PROJECT COORDINATOR

BACKGROUND	SELECTED EXPERIENCE

Jodi joined Petticoat-Schmitt in 2016 with over 15 years of experience in the construction industry. Her current responsibilities include coordination of 23 ongoing projects. Specific coordination duties include contract administration, NTO preparation, recording bonds, prepare, finalize and track Subcontracts, Purchase Orders, Change Orders, FOOT Sublets, Subcontractor W-9's, certificates of insurance and Bonds, processing of Subcontractor and Vendor payment applications and Releases of Lien, coordination of Vendor Certified Payroll to FOOT, maintain DBE/payments for FOOT projects, update FOOT Status of Contracts on Hand.

EDUCATION

Business Administration - AA
Shepherd University, Shepherdstown, WV

CERTIFICATIONS

Notary Public State of Florida

REFERENCES

Melinda Campbell Skyline Construction 904.575.2351

Ed Campbell
Campbell Plumbing & Mechanical Contractors 904.387.9996

FOOT Push Button Projects Project Coordinator Jacksonville, FL- $1.3 Million

We Build Life Changing Infrastructure	www.petticoatschmitt.com

PLEASE SEE ATTACHED

COMPANY OWNED MAJOR EQUIPMENT
(Attach additional sheets if necessary)
Company Name  Petticoat-Schmitt Civil Contractors, Inc.	Date	3/1/23

QUANTITY	
DESCRIPTION	
CAPACITY	No. LOCATED IN	
			FLORIBA	OTHER	

					

					

					

					

					

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Yea,

Make	Model

Woight Class	Serial#

Status

Deseription

· SMT·  .SMALL TOOL..:•.·.•.•.·.·.

....,

15 .·.:JYISA

:•: .• 00371682•·• •

. ··eq ipment'; ..	3101	TRiPODIHAR·NEss··
SAF2	SAfElY EQUIPMENT, TRIPOD/HARNE

: .

04	ULTRA SAFE	U5HRA65	05280404

..•Equ;pment ·	· .3103 ·	...CONFINED·SPACE 3-WAY·SYSTEM
•:	SAF2 ·.·SAFETY ECiUiPMENT,TRIPOD/HARNE · /.01.·. ,· SAFE WAZE ·.. · .......
... - i:i.ipment ·..	3104	CoNF[NED sPAcE· WAY"SYSTEM
SAF2	SAFElY EQUIPMENT, TRIPOD/HARNE	01	SAFE WAZE

· Equipment:	3106. ·	-MANHOLERETRlEVALSYSTEM
..·. ·.· .SAF2 • SAFETYEOlJiPMEi'IT:TRIPOO/HARNE	15 :·  DBI/SAL:A.
  ifoi	MANHOLE RETRIEVAL SYSTEM

SAF-MZ050G	39049

A	ACTIVE

i;,.. ):..;;+iv / .·...

SAF2	SAFElY EQUIPMENT, TRIPOD/HARNE	15	DBI/SALA
·Equ;pment  .	·3108.	• · · ·.MANHOLE RETRIEVAL sYSTEM·

sAF2. :sAFElY Eoo1PMENT,i'R1Poo/HARNE  <   15 i :□B1IsALA••·
MANHOLE RETRIEVAL SYSTEM

3400871(WIN)800000)

02671	A	ACTIVE

;.,	<"c:+ivE

SAF2	SAFElY EQUIPMENT, TRIPOD/HARNE	17	MILLER

Equipment:	.3110	··MANHOLERETRIEVALSYSTEM - : :·· SAF2 · .:sA.FETYEciliiPMENT: j"RIPOOIHARNE	i 17 C. MILLER .·
Equipment	3151	SAfE1Y EQUIPMENT, BLOWER

MILMR50GC
Mib.i 6iic:

1028583
•· ;i	c

A	ACTIVE

SAF3	SAFElY EQUIPMENT, BLOWER	04	AIR SYSTEMS INT	: .SVB-68

*"'':iooo1#f··;

Equipment	3154	· ·. MANHOLE BLOWER 12" ELECTRIC	· ·
···... sAF3	sAi=iilYEciu1pi,rem,.aLoweR ·• ·.. ··	/11	>AMERJ6c<JRP•	·	• •
Equipment:	3155	MANHOLE BLOWER ii  ELECTRIC.
SAF3	SAFElY EQUIPMENT, BLOWER	10	AMERFCCORP
Equ;pment ·········•3157 ............···• .>r.1ANHOLEBLOWER8'..ELECTRIC < ;' ..·•
.  _... .-SAF3 ....sAFElY EQUIPMENT; BLOWER· • . ·	•·15"...:-·.'ALLEGRO ··

···

68-8761
;;;_.;;s; iztf<K14t.1

MAFB115VQJJ1102
2i3'h4 > ..·

·....

;.	ACTIVE

·.	/	<ACTlvi

ACTF/E

Equipment	3158	.· MANHOLE BLOWER 8" ELECTRIC
SAF3	SAfElY EQUIPMENT, BLOWER	15	ALLEGRO
· ..• " :;  .·sR6  ;,i;rori:; t: oMTRACTOR	i iAYMC>;>·
Equipment	3573	BROOM TRACTOR. SMALL

9514-25·	233775

··.··••< 4so cit\>·····

A	ACTIVE
.<	/ictNE(

BRM1 BROOM TRACTOR, SMALL	05	LAYMOR

8HC

307480

A	ACTIVE

.Equipment:.	3574	... :,BROOMTAACTORSAMLL
BRM1 ..·llROOMTAACTOR;SMALL	.  .	16	()CE

35265

. ·E 'UiPnlerit ··..	3575	' '	' "BROOiflAYM6R\;M3ci'Ci

:-a.;C: c·,-. .:.::. ,_,,-.;-:,:-,.,:.:....,_.···.	•1	).{;;\IE••i?•

>l

BRM1 BROOM TRACTOR, SMALL	14	LAY-MOR

•.. ,Equipment ..	3576	. • .•. ; BROOM TRACTOR,:SMALL.
.	. 8RM1 BRbbM tRA¢foRiit.ii,;jj,,/ ;.• ·....	. 20	s obi
Equipment	3577	· BROOM TRA66R, SMALL

SM300

ig6 :

·......•.·:·.:: < ;;; ;{{·/•·.·.•····

.......·.·.···•·?•···•:···•·

A	ACTIVE
j._;;;;;E\/·•··•·

BRM1 BROOM TRACTOR. SMALL	21	BROCE

Printt!dbJ,•SMBtl$of0/llll23 3:23PJl

88250-8

305179	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Year

.. BRM2 .:BROOMTRACTOR;.JARGE. ,·.·	· · ••·.. ••.i:-::15 c:.	BROCE

Make	Model

Weight Class	SoriaI #
......... 409200:.•...

Status	Description

Equipment:	3592	BROOM TRACTOR, LARGE
BRM2 BROOM TRACTOR. LARGE	16	BROCE
...·Equ;,>ment	· ·3602	· COMMERCIALZEROTURNMOWER
.·:·<·.-_:·.ATV .-::Aii.T rramV id ·::.....:· · · ···	'··..:·:_. <-JG •::_\J6Ro'·>.-
...·iqUipment: :-	· ·4001·	..66 · ·.·JD t>.'-·'

KR-350	409623	A	ACTIVE

A	it+iE /

DZR1  DOZER, LESS THAN 80 HP	13	JOHN DEERE

450J

1T0450JXVDD241850

A	ACTIVE

..-Equipment: -..

4003 :	: : :DOZER.;J0450J

/.; J

.:••·>·•·••·•L;::.1;. dci&bia §·/

::·:·,...DZR1·:.·00ZER;LESSTHANS01-iP•·.·  ...	/ ; 16: ), ri ris<
   . DOZEl{Ji:>SSOK.
DZR2  DOZER, 80 HP- 90 HP	16	JOHN DEERE
... equ ;;t.•D6Ji!!o·HP'90:Ht?ZER.JDSSOK>.•.·.· 1t· '. .i6 6Eifu;

DZR2  DOZER, 80 HP- 90 HP	16	JOHN DEERE

o6z'eR:	so	JOH ii' e,ie

..Et!uipment . . : 4104...·. . ......DOZER,JD550K ...•
· DZR2	ao·iip-	HF'	·· ····	· ·· . ,s .·
Equipment	4105	DOZER. JD 550K GPS

550K·
.,••••·•··.•1 ilf'•.· 
550K

iio/i

1T0550KXLGF292425	A	ACTIVE

1T0550KXKGF292496	A	ACTiVE

DZR2  DOZER, 80 HP - 90 HP	20	JOHN DEERE	550K GPS:'.'

•/: ;;/••'''••··

1t0550kkjl<f366420

....	1 055 Ki:K F348286 .·... :: ....

A	ACTIVE

A',	ACTIVE •.

Equipment	4202	DOZER,JD650K

DZR3  DOZER, 90HP -105HP	14	JOHN DEERE
.eq"b;t OoZ:! !oHP"1osfl/ ZER.JD650K  < 1i	.<Joi-iiJoEERi:/

1T0650KXJDE242950

jT06SOKXCFF281973.•· ...

A	ACT!VE:

.. E u.iPmen. t:	4204	· ·oOZER.' JD·ssoK·GP.S:·

DZR3  DOZER, 90HP-105HP	19	JOHN DEERE

650K GPS

1T0650KKLKF360482

A	ACTIVE
... ·.

,. !Sq ;;" DOZE HPC1QSHP ?ZER,JDS50K 0 20	JoHNOi;e (

::·•·.·•···· 1550 <:i s'..J>:··· .·

..,· .··•:: ··Ci·•:1T0650KKPMF390656······· ::ii/.//. A ..  ACTIVE.

Equipment

4206

.	DOZER: JD 650K GPS

DZR3

DOZER, 90HP-105HP	21	JOHN DEERE

650KGPS

1T0650KKLMF391735

A	ACTIVE

Equ ;t ooi; JokP: ios /ozeR, JDSSOK G	21 •··	jilH ti R : >. ··......	s of< /•
·equipment:..···	4302	•'00ZER.JD70oK·-

··....·.·.'·i	1'ro ;;ki<f ;,.ois i·

oZR4  DOZER, 105HP- 120HP	14	JOHN DEERE

beiREi'

.·E;quipment:.· · ··:..4306 .·	.. -::oOZER,.JO700lGPS·:..·.·
.oZR4 o6zeR, 10SH ;i20H >	i\i,	joH

700K	1T0700KXHEE265947	A	ACTIVE

B{uipment	4307	DOZER, JD700L GPS DZR4 DOZER. 105HP-120HP

..·

':,.<Equipment ...,· >;:,4501
.,.,.....

22	JOHN DEERE	700L	1T0700LXPNF415473	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Year	Make

.DZR6. ··DOZER.140HP ·1tli HP. .	··16	JOHN DEEREi•;•....

. J50K..

Model	Weight Class	Serial#
·• .. 1T0750KXEGF2ll7166 ·

Status	Ooscription
< .. ?i>. . ACTIVE;.··

Equipmont	5033

··· ··....· 'iRuci<: iss,;,;;FRONTIER i<iNG

TKP1	TRUCK, SMALL P[CKUP	15	NISSAN
.Equ;pment	5052	·• .. TRUCK, CHEVY 2500 2WD DOUBLE
J	· TKC1 TRUCK, 3/4 TON	.	15 . iCHEVROI.ET
Equipment:	5054	·:.·.:..T ::1Soa·2wo·cRE\ i

FRONTIER. KING CAB

·· ; .·.;  SILVERADO2500HD•·•·.

1N6BD0CT0FN724959

A	ACT[VE

TKP2	TRUCK. 112 TON	16	CHEVROLET
Equipment	· 5055	TRUCK, CHEVY 1500 2WD CREW	. . .
.TKC.  T l/CK,112TdN'	15	CHEVROL.ET
  5058 .	i'fiuci(CHEVY 2500 4Wci DOUBLE

1500 S[LVERADO	3GCPCNECOGG104659

A	ACT[VE

.....<	1';	AC-n\/E ..·

TKC1	TRUCK, 3/4 TON	17	CHEVROLET

.....Equipment·	5060	·	TRUCK,CHEVY15004WDCREW·

S[LVERADO/2500WT

1GC2KUE1HZ162534

A	ACT[VE

TKC .. TkUCK,1/2toN	'riiuci<, cHew

. 17 ·• ... CHEVROLET

·=- ipment·
TKC

.5061
TRUCK, 1/2 TON

isoo,wo i:REiN
CHEVROLET

S!LVERADO.1500

1GCUKNEC7HF157495

A	ACTIVE

Equipment:	5063 .	.... TRUCK, CHEVY :'1500 4WD CREW .: .·.. .. :.
. TKC .. TRUCK.1/2TON	.	·/	17.	CHEVROLET

Equipment:	5064

TRUCK. CHEVY 1500 4WD DOUBLE

TKC	TRUCK. 112 TON	17	CHEVROLET
_Equipment:	5066	..... TRUCK,CHEVY15004WDCREW	,. ·  · ·.

S[LVERADO 1500	1GCVKNEC2HZ344985

.TKC	.TRUCK.1/2 TON .... .	17	CHE\IROLET

.·	3(;6(j E 1HG245067 ••.·•. .•.·.

Equipment:	5067	... TRUCK. CHEW15004WD CREW

3GCUKNEC4HG227016	.t.,	ACTIVE

TKC	TRUCK. 1/2 TON	18	CHEVROLET
. .Equipment	· 5070	:..--TRUCK, CHEVY 2500 4WD DOUBLE
..•.· TKC1 :. .TRLICK, 314·1-tiN·,	... ....::.. ...: 18 .......CHEVRoLET .:.....

· •·..1GCVKNEC3Jt106391. ,..·

S!LVERADO 1500	3GCUKNEC7JG140961

/.1G6ki.J &iz1 1i >·..··••

A	ACTIVE

Equipment	.  501·1	.  .-:.:.,-.:·mucK, cHEVY :2500H6·4wo "CREW

TKC1	TRUCK. 314 TON

CHEVROLET

S!LVERADO 2500HD

GC1KUEG8JF163246

A	ACT[VE

.. Equipment.	5072	.. TRUCK, CHEVY 1500 4WD CREW	·..
·. · ··· TKC	fRticK. 112 roi-i · ··	· •··• ·	is	CHEVROLET
··.- ipmeri	· 5074	· · muCicHew 2soo 4wo DOUBLE··

··· •··	1{;,,i; \so(i;&r >

•1ibok i6i1kiis2  . ..	:··. >A . /,;_b-ttVE.

TKC1	TRUCK, 3/4 TON	18	CHEVROLET	S[LVERADO 2500	1GC2KUEG2JZ126180

A	ACTIVE

., ..:·

E ";;'t	5:.7TON· ..•·· •. /TRUCK. CHEVY 2500} ; :':viioLfr.>	.	/ir Vli i,2iti6} ..	:	/;J JE .if,S!l4is ...•

·

Equipment	5077	TRUCK, CHEVY 1500 4WD DOUBLE

·.·.·· . )i	\.:civt

TKC	TRUCK, 1/2 TON
........Eqwpment ·: .... •• 5078 ..· ··	··  ·.  TRUCK,.CHEVY.1500

18	CHEVROLET	S[LVERADO 1500	1GCVKNEC4JZ267560	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Modol

Equipment Type	Yaar	Make
· · · · .TKC	TRUCK.112 TON ..··		·· ·• •··· · ·18 · ·• CHEVROLET·· Eq ipmont:		5079	TRUCK.CHm\sob4WD  DOUBLE	·.
TKC	TRUCK. 112 TON	18	CHEVROLET	SILVERADO 1500
.·• q":';;" u:;_ei141'0N·.•.·.·..·.••·TRuc1<.cHEVY1soo4 ?: VRoLET)••·•••/ ·•••	sl RA66 s66 \•·.•.•.i	•••·••
Equipmont	5081	TRUCK. CHEVY 1500 4WO CREW
TKC	TRUCK. 112 TON	18	CHEVROLET	SILVERADO 1500
·:..Equipment · ....5082	TRUCK;CHEW·1500 4WO CREW

. TKc • .'rRocK;112'r6N	··· ·• '1s  • cHEVRoLfr•  .•..•.• •  .: •:s1LVERAb61soo  /
·····cquiPment···	sos3	..: .. TRUCk··cHEVY.1s00:·4vvoCREW

Serial#
JiGTU2LEC6JG119541 ·

1GCVKNECSJZ258222
.  ··1····· •'
··· < · ··•  1cicvKNec2;ii2s1224. >

3GCUKNEC5JG330399

Status	Des ription
•· < ..<•A · ..  ACTIVE··••

A	ACTIVE
;Cl1\/E· (	>..
A	ACTIVE

TKC1 TRUCK, 314 TON	18	CHEVROLET

.. Equipment	· 5084.	· ..·TRUCK. CHEVY.1500 4WO DOUBLE TKC . TRUCK. 112 TO
Equipment	5085	TRUCK, CHEW 1500 4'/VD OOUBLE

SILVERADO 1500	3GCUKNEC3JG330790

.·.· 1GtvKNEc

A	ACTIVE

Activ >.

TKC	TRUCK, 112 TON
Equipment	5086

18 ·  CHEVROLET
. '. TRUCK, CHEVY 1500 4WD CREW

SILVERADO 1500	1GCVKNEC9JZ258692	A
.	.

ACTIVE

./. TKc	irRuc1<.112'ror:i>		< 1a	cHe\iRoi.ET> ..•.·····	' 's1LviiRAo.01soo Equipment		5087	· TRUCK. COLORADO DOUBLE

>iGclJKNEC1JG:is612s GAS CARi:} 'A< . ;,i;,!\i ·•· •.·•· ...

TKP1	TRUCK, SMALL PICKUP	21	CHEVROLET

. Equ;pmont .	5088	·	·.:TRUCK. COLORADO DOUBLE
. TKP1 • TRUCK. SMALL PICKUP · ··..	.  ..· 21	CHEVROLET •
Equipment	5089	TRu·ct(COLOAAOOOOusLE.
TKP1	TRUCK, SMALL PICKUP	21	CHEVROLET
.. Equ:tt.TRU:.9 12roii·..•..• TRUCK,CHEVYT,\H \1 C. CHEVR6lffi
Equipment	5091	TRUCK. CHEVY 2500HD 4WD CREW

. COLORADO

COLORADO

1GCHTBEN5M1111623

1GCHTBENOM1107429

A	ACTIVE

A	ACTIVE

TKC1	TRUCK. 314 TON	20	CHEVROLET	SILVERADD 2500HD

Equ 7tTRu:;, :14TON•· .••..TRUCKCI-IE;M.350or 2   t.h  /   ··•    ;5001-!b 9

1GC4YLE76LF260101	A	ACTIVE
i2nvft···• ·····

Equipment	5093	Tii.uci(cHiiw 2500HD 4WD DOUBLE
TKC1	TRUCK, 314 TON	20	CHEVROLET	SILVERADD 2500HD

E "';'t" i'R0 . 12TON	TRUCK,F150CF\EW4	oRD··.• ..··· ...·. .··..•·	},5ri:<C6 6.o. ;:t·.

1GC5YLE73LF273912
· •.,·.··. , \Vi J!iiai

A	ACTIVE

.. := :.

TKC	TRUCK, 112 TON	20	FORD
'!RIJ:9 /2 tON ...•.•.• .TRU.CK .F1so.S Pe, ½o4 FO ll·•····.:.••.

Eq ;j,merii.:

5095	TRuckFiso6k  4WD.

F150XL CREWCAB 4X4

1FTEW1ES8LFB84782

A	ACTIVE

Equipment

5097

TRUCK. F150 SUPERCAB 4WO..

TKC

TRUCK, 112 TON	20	FORD	F150XL SUPERCAB 4X4	1FTEX1E53l.KF24537	A	ACTIVE

 	 	

PrimedbySMBasof0l/11125 3:23PM	Page34

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

FORD

Equipment Type	Year
·.c.. TKC ....:TRUC!U/2JON	:20.
Equipment	5099	..... TRUCK.·F1·so..SUPERCAB 4W[).'

Make	Model	Weight Class	Serial#

Status	Doscription
:..A• ::ACTIVE.

TKC	TRUCK, 1/2 TON	20	FORD
Equipment	. 5100	··:TRUCK, CHEVY 2500HD 4.WD DOUBLE
.TKc1  TRIJcK. 3/4 ToN	21.• •• cHEVRouif'
:,,E ' l?ment" .·	5101	TRUCK"F150XLTCREWcA84wo

F150XL SUPERCAB 4X4

1FTEX1E53LKF00951

A	ACTIVE

i	,: ';.	i.611'iE  /  ...·•·

TKC	TRUCK. 1/2 TON	21

Equipn,ent ··  . 5102 ·	·•.TRUCK. F150XL4WD CREW

FORD	F1SO XLT CREWCAB 4

1 FTFW1E86MFA65970
i•.<.:•:•·••:; ; p() Ji; i·:

A	ACTIVE
  C NE

TKC·	• i:foiCK/1121'oi.	.	.· ·. < 21 ·, ioru:i'.	
Equ;pm nt:	5103	TTiuci<.F150Xl4WDCREW
TKC	TRUCK, 1/2 TON	21	FORD	F150XL CREWCAB 4WD

>'· ··	..

Equipment.: .. :,5104,  .  .  ...TRUCK,CHEVY2SOOHD4WDCREW,... . . ..	• •• •·.·.·.•.·.·.·2sooH'·o··CRL;.·4WD. ·.·.·.·.·
•·TKc1 <.TRUCK, 3/HoN:	·· . 21 · · •cHEVROLET

1 FTEW1EPOMKD06996
> i;di:4 J; 16;s71	.·. ·.

A	ACTIVE
;,	\c'r!lfe;:..>

Equipment	5105

'TRuck ii1 a)(L4wosuPeR	•

TKC	TRUCK, 1/2 TON	21	FORD
.Equipment.	5106 ·	.	TRUCK, F1504WDSUPER
... ··:... TKC . TRUCK. 1/2 TO	>.	.......:.. ' 21 :	FORD.
·e ;pme t.	s101	..·:...TRUCK. '6HEW250ciHD4WD··

, F150XLSUPERCAB 4X4	1FTFX1E56MKD30929

··.<>.·:1FTFX1E55MKD25432.

A	ACT)VE

A	k T!VE

TKC1	TRUCK, 314 TON	21	CHEVROLET
.Equipment.·	5108	,TRUCK,CHEVY2SOOHD4WDCREW
i< TKC1 , TRUCK; 3/4 TO	. .	;21  : · CHEVROLET
Equipment:	5109	·.·.·.•· u K. CH·ew·1 00·4Wo CR

,,.SILVERADO 2500 HD

:s1i:tEiiAiiiihci8•· 

1 GC2YLE7XMF136454
:·.·•:.·	>/ ci6.l EtiMF1201s,;·.·

A	ACTIVE

TKC	TRUCK, 1/2 TON	21	CHEVROLET	SILVERADO 1500	3GCPYAEH2MG207597

Equipment	5110	·TRUCK.CHEVY .1500HD 4WD DOUBLE
..·.•. TKP2 TRIJCK, 112TON·:/	>:21··.· . CHEVROLET

A	ACIT E

.  ·e ·ipment···	5111
TKC	TRUCK, 112 TON

TRUCK. CEHVY 1500 4WD CREW
CHEVROLET

SILVERADO 1500

3GCPYAEH8MG206423

A	ACTIVE

<

....  TKC . TRUCK, 1/2TONC	:,

21	CHEVRO@:•

l;quipment ·...  :, 5112 · ·.· . · ..  . ,TRUCK, CHEVY 15004WD CREW· ..·.- :,::.:.:.:·_;·_

iiL Dci j ()(j

A	AcTiV i	i··

5113

.	....muck dim	1500 4W6CREW

TKC	TRUCK, 112 TON

CHEVROLET

SILVERADO 1500	1GCUYAEFOMZ384537	A	ACTIVE

Eq•::;- 'rRutt:12+6 ...TRUCK, CHEVY15004  ci::;Ei!R6Lri  }  • \ .·.• \SiLVERAD01500 >>::.··· //	>i);6J;k;o iso>. ...> <: i A ..:.,s;vE /i:.·:: .··
..,-..E iPment'·.·..	·s1.1S.	.	"TRUCJ<:"  Ci-fE\fl1506'4WtfCRE\;,..i"

0

TKC	TRUCK, 1/2 TON	21	CHEVROLET	SJLVERADO 1500	1GCIJYAEF1MZ383977	A	ACTIVE

··(rq• ;" .TR : ::12fo ·•·•···..·:·..:··TRUC E::V:...

":EVRbtEt• ..i ..::.:•:•· ..:.,...........) ..:.:.:.•. 'sitve 6:1fui•Go.::.••·:.........:.·:...... i••·.•·	JU •i t0kL.td1ii 34i•:••:.i ii·•.• </·•:•... ...•A:.....:.\ ii:r,vE.·.•/	·..

r;

Equipment	5117
TKC	TRUCK, 1/2 TON
·::/f Llipma:nt::-/,-'-'. ·:·:·5118

TRUCK, CHEVY 1500 4WD CREW CAE

CHEVROLET	SILVERADO 1500 LTD	1GCPYFEDONZ194098	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Year	Make

Model	Weight Class	Serial#	Status	Description

TKC .: TRUCK..112TON :
··Eci 1.,me t/	s12,
TKC	TRUCK, 1/2TON

-...22· •.: :CHEVROLET"
TRUCK. FORD F-150XL SUPERCREW.
22	FORD

. : ·.:. SILVERADO·JSOO LTD	· · · ... ·. ')GCPYFEL9NZ194589 >·

F-150XL SUPERCREW 4V	1FTFW1E87NKE44467	A	ACTIVE

· Equipment	.5122·	·  .::TRUCK,FORDF·150SUPERCREW ·
. ···:·•· .: .TKc .·.. i:kucK, 112+0N	22 .·  FORD
Equipment	5123	TRUCK. FOR[) F:150XL SUPERCREW

· ···.··· ._.·,.·.·•	ii};si1Li fu; .;i /'•·•••·>•, >•·t 1 ,s- o····/:::::•••·:,••:• , '1 /ilc:TJ\/E' ..

TKC	TRUCK, 112 TON

FORD

F-150XL SUPERCREW 4V	1FTFW1E8XNKE34404

A	ACTIVE

E u 7nt mi.16: TON .. TRUCK. FORD F,150 s ERC:RD<
Eqtdpment:	5125	TRUckfoFiDF-150SUPERCAB
TKC	TRUCK, 112 TON	22	FORD

.  ' Equ ";;'"\t'Ru6: 12TON </) UCK, CHEVY 15 ?4'°:s HeJkdL.Ei'
..·eq ipment/	s121	''TRUCk.CHEW150i:i"4WD'ci:iEWCAB·····
TKC	TRUCK, 112 TON	23	CHEVROLET
.. _Equipment	5128 ·	..TRUCK, CHEW COLORADO CREW .. 0 :·: :  ••• ••• •

F150XL SUPERCAB 4WD

iiLJiitbc,1 o fREv'I ;'••:••·····

, SILVERADO 1500 CREW

1FTFW1E87NKE42315

..;	2G6G6; f>1101074·.::·.,.·.··

2GCUDAED8P1101048

A	ACTIVE

A	ACTIVE

.	: ·:.. TKC .  "JRl.iCK.112 TON i .....	.	::; :22.	CHE'ikOLET > . ..,; . i;j	ccii.'ciiiAi,pCREW 4Wb • .	

Equipment	5129
TKC	TRUCK, 112 TON

TRUCK, FORD F-150 SUPERCAB
22	FORD

,': F-150XL SUPERCAB	1FTFX1E51NKE91156

ACTIVE

:·.22 :

Etjuipment:	· 5130	. TRUCK, FORD F S_UPERCAS. : .-'. _..:-·::·,:: ..·
. · ....TKC	TRUCK, 112 to,(·.:-'	.	·	;FORD ...
E: i.iipment:	5352	TRUCK.FUEL PETERBILT
TKF	TRUCK, FLATBED	17	PETERBILT
- quiprrient		·5403	·..;.TRUCK· DUMP PETERBUILT 348 .·,:_:·:...··· ·:: :: .:....-,: TKD	TRUCK,OllMP		..  .	15	PEniRBUILT'/,
.. E i ment.	5404	.  ' ··-muc·K,:•ou:M.P:·Pfii i.i'1LT'348 ..

     • 1Fii,}1is;Nr<Es16i1.·..

348	2NP3LJOX5HM423946

.2NF'31.JOX2FM:i053.7i

A	ACTIVE	.

A	ACTIVE

TKD	TRUCK, DUMP
.Equipment:	•54-05

16	PETER BUILT
:i}RUCK,.DUMP PETERBUILT..

348	2NP3WOX1GM325463

..···•'·•·::·.   1 i.&dJ<irod5464···

A

....·,.: :··;-:! t.

ACTIVE
,;,dTwe··

. : •··•	TKD :. TRUCK, DUMP
····equfpme ti·•.	5406

..·.·.>::·15•·· ·•rnih<:ouMPPETERBlll·'·. 348 ::: ·•
TRUCK, DUMP PETERBUILT ..

TKD	TRUCK.DUMP

PETERBUILT

567

1NPCLPOX8PD810756

A	ACTIVE

/.i.•·.·....:.•·:···.•.·.· •.··.•.•.

.· quipment ·.·... •· .5407 ......• . : .· TRUCK.DUMP PETERBUILT 548 ,	>>	.·· .:...·.·..,.. ..	·S4·S>:..•·.·.··.••···
·TKD  :mucK;OUMP	... ·: :C23 .·  PETERBUILT · ...•·

....•••<(:	Go k2saa· ..

Equipment .	5702	.	TR.UCK,1.0WBOYPETiiRBurn'.ssi	.·..

TKT	TRACTOR, LOWBOY	15	PETERBUILT	S67

.·v::;{s •.

.. Equipmont	._5733.	• ...  ,TRUCK,F-350FLATBED4WD.
.·.:::.::.:· ,TKF ./  TRUCK;'.FV(me& )	..·.·.· ..>	FOR!)	•.:'

1XPCP4EX8FD281860

·•.·•.•,{ J it, 21 c,s

A	ACTIVE
t.t;-ii k 1i1.-_J

·•·

Equipment	5734

TRUCK, ROLLBACK KENWORTH

.•  · >::: ::.VEHICLE	·	.

TKF	TRUCK. FLATBED
-·'.::{ ipme

KENWORTH	T880	1NKZL49XXGJ496093	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type
.. •. :.·.• TKCi ·:TRUCK, 1 TON··

Year	Make

·.···,·:18 .c: CHEVROLET/.

Model
SILVERAD03500

Status	Description
·· ·· .· .A .< ACTIVE .:. ·	·

Equipment	5737

TRUCK, MECHANIC.

TKM	TRUCK, MECHANIC	21	CHEVROLET

Equipment ·,	5804	··::-:TRUCK.RAM 3500 CREW & SECT

SILVERADO MD	1HTKJPVM2MH666507	A	ACTIVE

._::, : Cnti .·:·.·.....·s·so{··..
TKC2  TRUCK.1TON

·· muci<ciiewssoo4woREG
CHEVROLET

SILVERADO

1GB3KYCG3GF115248

A	ACTIVE

.Equipment	.  5809 .	· ·  TRUCK. CHEVY 3500 4WD REG . . •·
·	tK02 TRI.lei<: rroN	16	ci-iEiiRbiif
·· E iprn<nt	5810	·· TRUCK, CHEV/3500 4WDRfiG
TKC2  TRUCK, 1 TON	16	CHEVROLET

Equipment.	.ss11	· ·TRUCK. CHEVY3500HD4WD REG··
.	TKC2. • TRUCK, 1 TON ••• > i .·	·:· 17 .·.·. CHEVRC>l.ET.··• · ......

< s1( od". 
SILVERADO

1GB3KYCG9GF291043

A	ACTIVE

Equipment:	5612
TKC2  TRUCK,1TON
_Equipment.	, ·. 5813.

.. •.·.·	TRUCK,CHEW3500HD 4WD REG
CHEVROLET
· TRUCK. CHEVY 3500HD 4WD CRPN

SILVERADO 3500HD

1GB3KYCG6HF206144

A	ACT1VE

· ::··....T}(C2 ...TRUCK.1 TON. ··
Equipment:	5814 TKC2 TRUCK, 1 TON

·· ·.:io	CHEVROI.ET

TRuci<. :is0oHo4x4 cREw ciiB

20	CHEVROLET	r,SILVERADO 3500HD

·•	,isiivse\i()LFs;is11  ..··

1GB4YSEY9LF335641

ACTIVE

qu: ;e TRUC 1 TC>N ·,.. · ..·.,. TRUCK. CHEVY 3500 D2 WD : VROLET •	. •	3566 6'
e<i ;pnient	5816	.. TTiuci<.c Eliv:i;oofi6:.w6ciiew·

TKC2  TRUCK, 1 TON	21	CHEVROLET

SILVER'AE)0.3500HD

1GB4YSEYOMF168314

A	Ac:;ve

rnucK.	t•	•: s1i:.veiiAD8 :JSo6fio ,

Equ;pment ..  . .5817.	·	·:: TRUCK.CHEVY 3500HD4WD CRPN .
n<c2 .	1 TON	·· · ..	21	cHEVRoi.fr	<
Equipment,	5818	fRucK, CHEW351Jci D4WDCREW.
TKC2	TRUCK,1TON	21	CHEVROLET	SILVERADO 3500HD	1GB4YSEY8MF155472	A	ACTIVE

<cHEVRom.. ·• '"	. : •.s1t'. i:iossoofio :., •

. Equlprn<nt ·  . · .5819	...• . TRUCK. CHEVY 3500HD4WD CRPN
<TKc2 .· mucK.1 ToN	···· ··	·.	ii
'·e ;ipment··	sa20	·· :.:::.'·fk·UCitC·H ·3500HD4W6\:RB-V ·

TKC2  TRUCK, 1 TON	21	CHEVROLET
. Equ;pment  ·....5821	. :. TRUCK,:CHEVY 3500HD 4WD CREW • .. ·
·• .· n<c2 >ffiucK. 1 TON	· · ··	• 21 .• criEVRot:ET :,
·'·eq iPmcnt:.. ..	ss22	' : ::·+RU'cit··35 QHO'.iW[)CREV/CAB·

SILVERADO 3500HD	1GB4YSEY5MF252922

A	ACTIVE

TKC2  TRUCK, 1 TON	21	CHEVROLET	SILVERADO 3500HD

{;j() tti JJ\' ·······:.·..:·.·...

< Equipment	·  6051 ·	·  · LOADER. TRACK JD323E
,•.•. ••.,.  i'.of\2.:•:'Lci:i..oER.C()r,;,p,,;,et.i-RAe1S,,;.7frHP .,..........: 16	s23E•·:.·.•···

1GB4YSEYOMF209752

A	ACTIVE

Etiuipment
LDR2

sa52	L()ADER,TfiAci< jossiG ·

LOADER, COMPACTTIRACK. > 70 HP	17	JOHN DEERE	333G	1T0333GMTHF306957	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equi ment Type	Year	Make
·.,•,• LDR2 ..• LOAliERiCOMPACT TRACK.> 70 HP :.'' · · .19 .>...JOHN bi:ERE .. •.'.". ·• · ·
Equipment:	6054	LOADER, TRACK JD325G
LDR2	LOADER. COMPACT TRACK, > 70 HP	20	JOHN DEERE

.. 333G ... 325G

Model

Weight Class	Serial#
·c.1T0333GMCKF350955·

1T0325GMALJ369604

Sta1us

··	· ·A	ACTIVE

< • ··•·

A	ACTIVE

E • :t i.oAI,6;!\oMPAcr : 1: K/ 333!·..•• ibHN DE FlE /

.	.	333(, .

. ····· ·· •··• .......... : ...•·..!, .'1T0333GMEMF393346 ...

·.·•.· (A	•.•·Acilii :(

··' Equipment:..	6056	LOADER:TRAci< :iomci' ·· ·
LDR2	LOADER, COMPACT TRACK,> 70 HP	21	JOHN DEERE

. Et,ulpment	6102 .. · . ..	LOADER, WHEEL KAWASAKI, 452V
·..•:··.·· LDRi  i.oADER.WHEELci:>i,1 ACT, <SOHP	'>	13	kAwAs:,,ki .....
Equipment	6201	LOADER, WHEEL J0444K
LDRS LOADER WHEEL, 100HP-120HP	13	JOHN DEERE
· Equipment	.6307	LOADER WHEcl,JD524K
L□Rs .LQAJ)ER WH1:EL:120f!i>,160HP/3.ocv'	• 14 '  ioHN oeiiF<E:
  6308	WHEEL LOADER 5241<

333G

1<si4sii-2. ...

444K
<) 1 /··

1T0333GMHMF405123
.	;>,isJS:0052.4 i
1DW444KZVDE653456

16,.;;i2-ii<tc S&1012·.....

A	ACTIVE
..·. ··	A..  ;ci'IVE:
A	ACTIVE
·..	;	ACTIVE

LDR6	LOADER WHEEL,120HP-160HP/3.0CY	15	HP-160HP/3.0CY	.· 524K ·,( •...·..	10W524KZKEE664237	A

.....	lDW52  EE6642:/9.....<•...

Equipment

6310	WHEEL LOADER JD524K

LDR6	LOADER WHEEL,120HP-160HP/3.0CY	15

.· Equipment:	, .63t1	LOADER WHEEL;: 544K

JOHN DEERE

524K

1DW524K2HFE669755

>1DW¼' FE67ai'7s .........···•

A	ACTIVE

.•..LDR6 .· LOA.DER WHE:ElirofiP-160HPi:i:ocY .. <:>	is	JOHN DEERE ..	< ...·•• ... i544K
Eoulpment	6312	WHEEL LOADER.JO524K

LOR6	LOADER WHEEL,120HP-160HP/3.0CY	15	JOHN DEERE
Equipment	· 6313	LOADER. WHEEL:JD524K

. •. 524K:·,::, :', ·
\ 4K.

1 DW524KZEFE670275

A	ACT.VE

... •.. LDR6 .LoAdeR WHEEt120HP;160HP/3;ocy	·	..,6	:.ioHN oe:E'kE	>
Equipment	6314	LOADER, WH.EEL J0524K
LOR6	LOADER WHEEL,120HP-160HP/3.0CY	15	JOHN DEERE
_Equipment	· · 6315	LOADER,-WHEEL·,·J0544K.:
/	LDRs · LOADERWHe:ei::,120iiP,160HP/3;0CY	< 16	J()H tie i\i:
Equipment:	6316	LOADER, WHEELJ0544!<:":·...
LOR6	LOADER WHEEL,120HP-160HP/3.0CY	16	JOHN DEERE

524K

/: K ....·.·

544K

1 DW524KZCFF672698

</ 16W K2i'GF674fuo•···· 1DW544KZJGF674470

A	ACTIVE

A	ACTIVE

<

. Equipment:	.. 6317	LOADER,.WHEEL.J0544K
.........  LDR6 ···LOADERWHEe:t;120ilP-160HPi:i:ocv	'16	J()H •oeiiii\i:·•·

.. ·eq ipmcnt:. . .  6318 ..	LOAoe \NHEEL".'.!6524K

..	5'1,<Ki

[)it, i<ici,Fo .ii

LDR6	LOADER WHEEL,120HP-160HP/3.0CY	16	JOHN DEERE	524K
...•Eq ;;;t·.. coJ:; eei:,12<ir1 : t.i "/Pf1:.• ....Jb hE i¥•··/·····.·.•.. •·•..·.,•.•:•.:·••••·..·•·.. ;24f.........·	>..·.·..
Equipment	6320.	·	LOADER, WHEELJD524K-ii

1DW524KZVGF675112

A	ACTIVE

LDR6  LOADER WHEEL.120HP-160HP/3.0CY
.-:,..Equipment:..'... -:;":'6321

JOHN DEERE	524K-II	1DW524KZCHF681176	A	ACTIVE

Equipment Type

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Year	Make	Model

Serial#

Status	Description

· ·.·...LDR6 <LOADER.WHEEL:120HP-160HPK0CY

·· 17 ,<:J-OH-N-DE-ER-E'-.·•.-,·, -··.i.':-:.•:'.:5241<-11 ·:·>;.·

·...· .. : 1DW524KZPHF682671:::>

····••·: ,::iik :·.,.. ACTIVE

Equ;pmont	6322	LOADER, WHEEL JD524L .·
LDR6	LOADERWHEEL,120HP-160HP/3.0CY	19	JOHN DEERE

fo iiDli

··-_Equipment·.. ·· .- 6323	··...LOADER. WHEEL J0544L-	·	·· ··· ··
··... • LDRs .i.:oADERWHeet.12oili>-160HP/3:ocY .· >	20·
Equipment:	6324	LOADER. WHEEL· jb544L

524L	1DW524L2PKF701659

A	ACTIVE

AciivE.

LDR6	LOADER WHEEL.120HP-160HP/3.0CY	20	JOHN DEERE
. Equipment,•· : . :$325 .	LOADER. WHEEL. J0524L :i. :

<> mRs  foA!ieRWrie1i:i:ioHP-1soHPl3ciicY / • i  1s /'JOHNbEERE>.····

544L

1DW544LZTLF706337

.. • ..: 'l W ;. 01778

A	ACTIVE

..Eqi.iipnlerlt: ...	6326...	l..oAoER, WHEEL. Jti524.L

LDR6	LOADER WHEEL.120HP-160HP/3.0CY	20	JOHN DEERE
··::.E ":'.:t,:·LoAbt EEL;12ClJ-l : ;:,eLJDS44 9··.::•• Jil J:>	:
.·..· iPment ::·· ··5328'	LOADeR; WHeELJ6544P ·.·.····
LDR6	LOADER WHEEL,120HP-160HP/3.0CY	21	JOHN DEERE
.Equipmeert:,:.	-6701	· .-LOADER,WHEEL,JD644K ·· .• ·	· ·.. ·· ··
>.LDR8 ::[oAOER.WHfu:.1soHP-200HP >··' •.. 15>  Jci NbEeRii
Equipmont:	6902	FORKLIFT, TClVOTASFGL/25 ..
FLT1	FORKLIFT	14	TOYOTA

< •

Equ;pment ..·· .. , 7201	ROLLER.SINGLE DRUM VIBRATORY
. ...  ROV2 RClLLER, SGL DRUM VIBRO 60"-80"	•· ,·1'1	BOMAG
Eq lprnent	 7303    ROLLER SINGE DRUM VIBRATORY 84· ROV3 ROLLER, SINGE DRUM VIBRATORY>	16	BOMAG Equipment . ··	7304	· ROLLER SINGLE DRUM VIBRATOR 84
..·· · .ROV3 . ROU.ER, SINGE DRU VIBRAT?RY . (	15. /BOMAG
·eq ipment:·······	7305	ROLLER.SINGLE DRUM VIBRATORY
ROV3 ROLLER, SINGE DRUM VIBRATORY>	17	BOMAG

:	:: •.•

< ,•.

_Equipment. , :.... 7306  . . . _..::......ROLLER.Single drum vibrator.84 ··
ROV3 ROLLER, SINGE' DRUM VIBRATORY> .:· •·.··•: . 21	. BOMAG :..:·.•

524l

BW211D-50

BW211-D5

1DW524LZJLF707692
> ilii0 iirLF704684.:.·•

.. .·....

1DW544PATMLZ11194
>1bW6'44i<zKFjiws22i

8FGU25-51787
..	1()t 9;23.1

101585401220

··•··

\o; ilss	·
101586081152

A	ACTIVE

A	At'TM; ...··

A	ACTIVE

A	ACTIVE
:.A·., ACTNE A	"-CTIVE

A	ACTIVE

.	Equipmen, t	8004	EXCAVATOR, ji:, soo;\ :iiiHUM.B	.

<1s

BHC1  EXCAVATOR, MINI <15,000#	13	JOHN DEERE

JD SOD

1FF050DXACG277397

A	ACTl)/E

· Equipment .. , ·6005	·EXCAVATOR BC E-50
·· < BHC1 .. E)(CAVAToR:MrNi<1s.000# :.·. ,:.•·	·· ..

> ()SCA,:

..·.•••:.• ·,;;; ; ;;,•.·

>\ii:TJ\/E·::•••···

Equipment	8006	··EXcAVATOR,JlisOG···	•.: ••..,.,
BHC1 EXCAVATOR, MINI <15,000#	16	JOHN DEERE

:<..

·•·::Equ;pment , · .· ..8007	· EXCAVATOR, JD 50G :..
. BHC1 <.:.EXCAVATOR; MINi<iS,000# · >'	·	< 1	1JciHNDEERf:

50G

·-:.·:·.,.·.·.-·s.bG ·.

1FF050GXCGH284836

A	ACTIVE

;2+ivi{.···

Equipment:

8008	EXCAVATOR, JDSOG

BHC1 EXCAVATOR, MINI <15.000#

JOHN DEERE	SOG	1FF050GXVLH292127

A	ACTIVE

::::::-:_Equipmon , -;-,:·.-::-:·8009	

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Year	Make		

Weight Class	Seriaf #	Status	Deseription

• ·.	BHC1 · .EXCAVATOR. MINI <15,000# •:··• ...•.	· ..  21 ··< JOHN OEERE •·•··

. ·· •: f:../ ..·•••· : ..• •..•1FF026GXCMK266567. "

r ::;t

Equ;pment	8010	EXCAVA  ot.iosoG VY/THUMB	.

···

BHC1  EXCAVATOR. MINI <15,000#	22	JOHN DEERE

50G

1 FF050GXHMH295663

A	ACTIVE

EX A : oR. 1s:ooo:':.oc:;AT R;JD

750

,:a	)ciJNt>E RE

.....·:::. •1FF0750XCCG014730

.	<:.:	,,:

Equipment	8105	·EXCAVAT0F{J0.85G
BHC2  EXCAVATOR. 15.000-30,000#	18	JOHN DEERE
8

85G

1FF085GXTGJ018439

A	ACTIVE

..

:;;. > A.cn&e·

:Equ;;;;t•ex6A : 0R/1{6oo:3 :;AT?f( : ·:•· 7·••· JiriNb J••••.\

·	SS(l·.•.>••·:..:•·/··

..  •· • ....... :,;  :.:  ·:1FF085GXEHJ019301

.-. ·eqUiPment: ·:	8107	"EXcAvAT6R'. Jossc;·-.-··.· .
BHC2  EXCAVATOR, 15,000-30,000#	19	JOHN DEERE
7

· 85G

1FF085GXLKJ020825
···:••..,.:.. ••·•	(;; ciisd-1 i6,hi>> .···

A	ACTIVE

·Eq•;;;:,l:)i{,, ; oii:1s.006-:i o :A?R,'J? G... 1	JOHND ke..(	·· <. > :is(;•.•...·

-·Eq ipm nt:-·	· ·s109·	EXCAVAT0 {.<id85({·'
BHC2  EXCAVATOR, 15,000-30,000#

21	JOHN·DEERE	85G

1 FF085GXTMJ022773

A	ACTIVE

Equipment: .·.. .-· 8110 ,_ ......-· _..-.EXCAVATOR;J075G,.	··	· ···
···••·.. •. BHC2  EXCAVAtofiji:ooocio:booii •	.. > 22	jb b fui ..

:::=:

Equ;pment	8111	EXCAVATOR, JD75G

BHC2  EXCAVATOR, 15,000-30,000#	22	JOHN DEERE

EXbA::oR'.·io:ooo-4!0 :::::i :::::i1s· ··•••·.. jbHN··o ··•·.'····
BHC3  EXCAVATOR, 30,00D-40,000#	14	JOHN DEERE

>	JbHN bee · ..·.·.··..• ·.

·Equipment-	8204·.	EXCAVATOR;JO 135G :
··:·· .• BHC3 ··EXCAVATOF{M:ooCH0,000#  >	..	.17
Equipment	8205	· EXCAvATOR:-J61'35G'·'·

75G	1FF075GXHMJ017989

·		,;;1$ 4 iof3 •·· 1FF160GXEEE055877

A	ACTIVE

A

BHC3 EXCAVATOR, 30,000-40,000#	22

JOHN DEERE	135G	1 FF135GXVMF503068

A	ACTIVE

.	Equ:::t. EXCA :OF( : ::=. :: R, JD 21 G13··.· JOHN DEERE.•...ii	f \i10G
Equipment	8303	· ··EXCAVAT6F{2·10(;'

JFF210GXVOE521559 •·	

BHC4	EXCAVATOR. 40,000-50,000#

14	JOHN DEERE

210G

1FF210GXTEE522334

A	ACTIVE

/Jof•t

..Equipment . ·	8304	EXCAVATOR. J0210G ...
sHc4 . §<c,..vATe>R:40: o;oOO#	·· ···· .·· <.1s ...	DEEfui
. ','Eq iPment:,:,:	8305	· 'EXcAVATOF(JD210({···
BHC4  EXCAVATOR, 40,00D-50,000#	20	JOHN DEERE

Equ;pmont  · . 8306	· .•EXCAVATOR,JD210G • ·
·... /.· ..• BHC4· ex6AVAT6R,4o:oOO:so:oooil •:·• •··•·•·.·•·..•·•·•::c.:21
Equipment	8401	EXCAVATOR., JD250G

/	• 1b ·{..,...··: ..: .•.··.·.·..:·

210G	1 FF210GXJKF527902

......... :,;, ..·.• 
A	ACTIVE

BHCS  EXCAVATOR. 50.000- 60,000#	15	JOHN DEERE	250G	1FF250GXTFF609697	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type

Year 	

Model

... ·: BHCS ·:EXCAVATOR. so.ooocso,otio# : .

· ··::.16··: :: ,JOHN OEERE	.·:..·::· _245G :::::.:

Serial#

Status

Description

Equipment	8403	· EXCAVATOR, JD250G

BHCS  EXCAVATOR. 50,000-60,000#	20	JOHN DEERE
.· ,.Equ;pment ........ 8502  : · · , ... EXCAVATOR.JD300G -·	·· ·· ·· ·	· ·· ···· ·
.·	BHC6. EXCAVAT01<.'so;oo0'70,000#.• ..·.: i1 •· '.ib N'oi R ;
..·'eq ipment:.	8503	EXCAVATOR, JD300G GPS

250G	1FF260GXLKF611390

A	ACTIVE

BHC6 EXCAVATOR. 60,000-70,000#	19	JOHN DEERE
.:t ";::;" ex& %aiiiso.6oil--fo'.':;AJ? _:_:	3 21-,: .._,do ik k
E uipment .	8600	EXCAVAfoR,JD350G:

300GLCGPS

•..,:i'ciritc;;

1FF300GXTKF731277

A	ACTIVE

BHC7 EXCAVATOR. 70,000-85,000#	16	JOHN DEERE

350G	1FF350GXAFF811033

A	ACTIVE

· Equipment :.·.• ·.8607 <: ::	.. EXCAVATOR, JD350G ·	· • · ·· · · :: ·. ··.

.  ........:.:_BHC7 ·_::¥XCAVAT6F{7o:'0Ci0::85;ooO# ;.-·.':..,··:...·.::· ·::·.\.1:5:; !:"- -o it;§= ,,: ···.·:	::
Equipment	8608	EXCAVATOR, Jo:isoG
BHC7 EXCAVATOR, 70,000-85,000#	15	JOHN DEERE	350G ..:,.v:.

·Equipment::......  8609  ......-	_. ,8<:CAVATOR, JO350G:·.=
,· '  BHC7  Ei<cAvAToiC;:o'.cioO::Ss,lioo#' _,·.	··· •·-: :;s .::_.;Jdf-iN DEERE
Equipment:	8610	EXCAVATOR'. jC,3sOG:'

1FF350GXLFF810997	A

BHC7 EXCAVATOR. 70,000-85,000#	21	JOHN DEERE
3

·.350GLC

1FF350GXELF814868

A	A.CTIV

.	Equ:; ;"i EXciA ;;6R,fa.ooil-- o:tl'?R:

-.-• -·:.: . .)() --[) ? ?•_.

OGX'Af' 1.i900 .··	

.	Eq ipment	8612	EXCAVATOR. ZX350LC--6
BHC7 EXCAVATOR, 70,000-85,000#	19	HITATCHI
_Equ;pment .... 8613' · . · ·..· ..· · ,EXCAVATOR."JD345G- ·.
. •· ' BHC7 .·: EXCAVA't0R,-7o;o00'85,000# / :	.:	'	2?; ,\JbHN DEERE
Equipment	EXCAVATOR: JD350G

ZX350LC-6

1FFDDR70VJF940587

-·· ..·.	,	1 rdr:ii'sc;)(El,!iio:201:i.s

.	•·

A	ACTIVE

BHC7 EXCAVATOR. 70,000-85,000#

JOHN DEERE	350G	1FF350GXEMF815049	A	ACTIVE

··HJTj c 'i-.'_._·._'_··:.. ·.,:..

· Equipmcnt ........ ,8703 ....··_··,  .:_'_EXCAVATOR,ZX-470-···	..- ...··	· ·,• ··· ··
.	BHCS: EXCAVATOR: iis.oo0:110,ooci# ;	. i
Equipment	8901	. BACKHOE LOADER
BHL1	BACKHOE/LOADER	14	JOHN DEERE	310SK
: ..Equipment.·	-8902 ·	,·,•,BACKHOE LOADER,.JO310SL-
'.  BHL1· .BACKHOE/lCADER	.  ..	At' ;i6HNDEERE';/'	>310SC ,·
Equipment.	9101	ARTICULATEDDuMi>tRuck

1T031OSKCEE270673

·••i+6diciiiliil1 :wi-·_:.:.•-·.: .....

A	ACTIVE

. E :: ;

ADT3  ARTICULATED DUMP TRUCK- 31TON	21	JOHN DEERE	310E

DIJMP.: i+!6 Jui U}

Equipment·	.9102·	·ARTJCULATEDDUMPTRUCK ·
ART1 ;;,tE6	'J&,i ofri\Ji/i :_·,>:; Ji:	/310E·':..
ADT3  ARTICULATED DUMP TRUCK- 31TON	21	JOHN DEERE	310E
,:, / qu!pmont:	

1DW310EXVMF710322	A	ACTIVE

. ?l2+i;;E. .·
1 DW31OEXEMF710892	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

Equipment Type	Year	Make

Model	Weight Class

S&rial #

Description

· .AOTS . ·ARTICULATED DUMPTRUCK-31TON:....· .. · 21  · ... ··JOHNt)EERE ·
Equipment:	9105	··· ARTICuLA.TEO oUi\1P:TRu6K ··

,  ..... :.:JDW310EXEMF710$87 ..:C:i.:·:..·• :... .... ···•A ...·.·.::.ACTIVE:

ADTS  ARTICULATED DUMP TRUCK• 31TON	22	JOHN DEERE

Ah1 1csHcik;;,i

..;Equipment .·  . 10001	· ·· · ..TRENCH BOX. 8' X 20'
TRB.  TRENcHsoxisnieLPLATE	·
eq· -ipme t:· ..	10002	.  TREN6-i' 66)(3.-)r20: ..

310E

1DW310EXJNF713350	A

ACTIVE

<.:c:11\IE<	•..

w ;.•.•.

TRB	TRENCHBOX / STEEL PLATE	PACIFIC SHORING	4MOBX20FB
E  ::n• GEt= R ...... .	.GENERATOR. 3650	Fi	PO e6Gi	!,8;J;fiikv66
Eq ipment	0949A2	GENEAATOR;3650WATT

PS21212	A	ACTIVE

GEN	GENERATOR	19	FIRMAN POWER EQUIP	PO3611 REV 00

.-_.Equipme ·.. -.c:.0949A3	··GENERATOR·3650WATT	:·

"·'\JG· +-+6 i::...::::.··

GEN	GENERATOR	.. ··........	·  ·· ·>	'··· ··	19 .· .. ·FJRMAN POWER·EOUIP	·Po:ie;1f ev·66 .
.. e : iinnent:···	0949A4	.- ;·-

4829701032

..·-183260i-482

A	ACTIVE

ACTIVE.

GEN	GENERATOR	16	WACKER	LTN6K-VS

. - ::.:.·..\ :&i, :.\./::

24308345 / 5XFLN0516GN000BB4
· . 2-isosi.is t..ii&i.l'l0s14i oob6s:i

A	ACTIVE

Equipm$nt:		0949A6	UGHTTOWER GEN	GENERATOR

..

MAGNUM POWER PRDDUC1,.MLT4060K .•·

1408824

ACTIVE

. Equipment: .. , ..0949A7

...:. ·.GENERATOR. 3650 WATT

.is326014 .........

. .	. GEN ..  GENERATOR·:c:·

.  ..

· 19	FIRMAr'i oWEREQlJIP	:,;o:is,i Riiv'oo

Equipment	0949A8
GEN	GENERATOR
Equipment  ... 0949A9
.. :. GEN	GENERATOR
Equipment	0949A1O

.	GENERATOR. 3650WATT
19	FIRMAN POWER EQUIP
GENERATOR. 3.650 WATT .... 'F·.·,·R>M•A.NC.:.:..P....O. :we•··•·•···•R:·.>E'Qi.U •l·P·.:
·.· 1s·	·
GENERATOR, isso wAfr

PO3611 REV 00
i:,; f	(.){)

•.•·

4832604912
4832 0 ·····

A	ACTIVE
··.·: :.•A••· i;cmie<··•: ·.··.··

GEN	GENERATOR
, _.,Equipment	0949A11
.  ..... GEN .. GENERATOR·
Equipment	0949A12

19	FIRMAN POWER EQUIP	PO3611 REV 00

r ·••·:

.  ·GENERATOR,3650WATT ·
/...{........ ) .. •\/	( 19i·••· FiRMAN·rowefii;ciuiP.	P6is11FiEJ66\Li·•:.
GENERATOR, 3650 WATT

4829701112

·•·•··...•i•·i ;6;1;2·· .........,.........

...............

A	ACTIVE

GEN	GENERATOR

19	FIRMAN POWER EQUIP

PO3611 REV 00

4832600952

A	ACTIVE

Equ:;znt Gii :::;iR .·....... WELDER, UNC !J,171 ;. li c:6 b b.'.:::\•.·.·i, <21iiM<F'
····equipment:..... 0949A14.	· ..·. G"ENEAATOF('3650\VATT ·..	.· ·.• ..

3:i;&;s+i/·.:··.<...<·  <i/.ii> A\ ?'.CT!VE

:;A; .......

GEN	GENERATOR	19	FIRMAN POWER EQUIP	P03611 REV 00

19

3

.	Equ:; •t.C3E ::-;JR /  ••• GENERATO	FIRMAN.·PoWEREQUI :·....> • tia if Jd(

4829700362

4k:iiidaiJ .............·...·...,:,.... .

A	ACTIVE

Equipment
GEN

0949A16 GENERATOR

GENERATOR. 3650 WATT

FIRMAN POWER EQUIP	P03S11 REV 00	4832600242	A	ACTIVE

PETTICOAT-SCHMITT CIVIL
Summary Equipment File Listing Sorted by Equipment Code

G1iNERATOR;:sooo·w rr

Equipment Type		Year	Make		Model GEN	GENERATOR.	·•.  21  ..·NORTHSTAR•/'	· ... _165603AE-.•>•·:•
::·Eq ipmen{	0949A18

Weight Class
. .	· .07213742.

Serial#	Status	Description

GEN	GENERATOR	21	CHAMPION POWER EQUIP	201041

.. .  GEN	_GENERATOR :	'  19.

_Equ;pmont .. · 0949A19  ......·.._GENERATOR,3650 WATT  :_:_,•·F·l.:RMA,<,<N:•.PO.::WER'.:.·:.E:: ·,••U<[•pi_'_·.'.  .  . _. ,:,·;:::.....···>.

2010047200149
. 4832 ti 5 i

A	ACTIVE

.·> }	;2r\v't<: >

..5l iPment·	0949A20	ENERATbR.·3550 - A.TT

0	' :Pb3Shke,/oo

GEN	GENERATOR	19	FIRMAN	P03611 REV 00

e• ::"" G;i !:1;R....	.GENERATOR, 3650\'IA"7s • FIRMA1JP6WER.Jd6 <	6stii; kEcVoo·.
. ·.EqUiPment: .... o94SA22	...· :·WELoER \.'1NCOL"N·K4101

4832602512

•. i.	48326016/2'><.

A	ACTIVE
A >i ACTNE \ :

GEN	GENERATOR

LINCOLN ELECTRIC

K4101-1 LN,-25 PRO

A	ACTIVE

,  .. Equipment: ::·:_0 9A23  ...·· · ....GENERATOR,3S50W -::. •i,i J>•·•·
.	GEN . . GENERATOR

· -··._•_:· A	·-.· AcmE·•····· ···

.,	E ipmeint	0949A24
GEN	GENERATOR
. Equipment	, 0949A25
..:·.: :GEN ... GENERATOR :

GE EiRA'roii'.:i	wAn ·•·· .·.
19	FIRMAN
. GENERATOR,3S50WATT
: 19	:

· PO36ffREV 00

.·.	;, 11··kE'J_oci,·

4832600082
48326!r.? ;2

•..·•

A	ACTIVE

Equipment:	0949A26	GENERATOR, 7500 WATT		
GEN	GENERATOR	22	FIRMAN	H07553	5126805612	A	ACTIVE	

. .Equipment	0949A27
.	> ..GEN	GENEAATOR

. GENERATOR. 3800 WATT

22·.·.: WEN·

.·	;;;a:;o .

Equ;pment	0949A28	GENERATOR, 3800 WATT

> c

GEN	GENERATOR	22	WEN	
Equipment	RYANTRUCK2	.RYANSTRUCK2 ··
T,<?1	TRUCK. SMALL P1ci<UP ·_.·	2,	

21110408674	

..· ': .• 1GTPSE 0iMi1646e.\ ·,.· .· ..

Pn"medbyS,f.1BasoJ0JI/JIJ3 3:23PM	Pugi:43

PLEASE SEE ATTACHED

STATUS OF CONTRACTS ON HAND
(Attach additional sheets if necessary)

Company Name  Petticoat-Schmitt Civil Contractors, Inc.	Date	3/1/23

Furnish requested information about all of Proposer's active contracts, whether as prime or subcontracts; whether in progress or awarded but not yet

	PROPOSER'S UNCOMPLETED AMOUNT AS OF THIS DATE	
COMPLETION DATE	

OWNER, LOCATION AND DESCRIPTION OF	CURRENT CONTRACT AMOUNT AS
PRIME	CURRENT CONTRACT AMOUNT AS
SUBCONTRACTOR	CURRENT AMOUNT SUBJECT TO
OTHERS	

AS PRIME CONTRACTOR	

AS SUBCONTRACTOR	
ORIGINAL CONTRACT
DATE	
APPROVED REVISED DATE	
CURRENT ESTIMATE DATE	
PROJECT	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	$	$	$	$	$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	$	$	$	$	$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
'	
$	
$	
$	
$	
$				

Subtotal Uncomnleted Work	
$	
$		
Total Uncomoleted Work on Hand	1$	I	

started; and regardless of with whom contracted. All amounts to be shown to nearest $1,000. Contractor may consolidate and list as a single item all contracts wh1.c.h ,n dI.V'IduaIIIV dOnot exceed 3'¼oOft otaI acr,ve contracts an.d ,n tota I do not exceed 20'¼oOf the a.ctive totaI contracts.

STATUS OF CONTRACTS ON HAND	January 2023 Page 1
Give fullinformation aboul all of your conlracls, whelher prime or subcontracts;
whether in progress or awarded but not yel begun; and regardless of its localion andwith whom contracted.	
1	2	3	4	5	6	7	

I

CLASSES OF WORK	

DOT PROJECTS AND LOCATION OF WORK YOU ARE PERFORMING	

CONTRACT (OR SUBCONTRACT) AMOUNT	

AMOUNT SUBLET TO OTHERS	

BALANCE OF CONTRACT AMOUNT	UNCOMPLETED AMOUNT TO BE DONE BY APPLICANT	
					AS PRIME CONTRACTOR	AS SUBCONTRACTOR	
6,7,8,10	E2U39 US 1 & A1A	13,622,100	4,843,400	so	so		
4	St Johns, FL						
			DOT WORK	so			
				(Col. 5 Subtotal)	so	so	

CLASSES OF WORK	
OTHER (Non-DOT) PROJECTS, OWNER, AND LOCATION OF WORK YOU ARE PERFORMING	CONTRACT (OR
SUBCONTRACT) AMOUNT	
AMOUNT SUBLET TO OTHERS	
BALANCE OF CONTRACT
AMOUNT			
6,7,8,10	Key Haven Pump Station Rehab	1,373,100	243,400	$1,129,700	168,700		
4	JEA • Dwal, FL						
6,7,8,10	Highland Chase Phase 38, 4 & 5	6,231,800	1,226,000	$5,005,800	61,500		
4	Lennar Homes, LLC - Dwal, FL						
6,7,8,10	St. Augustine Lakes Phase 1 and Common	11,966,900	2,150,100	$9,816,800	368,000		
4	Lennar Homes, LLC • Dwal, FL						
6,7,8,10	5th Street W. New Force Main	8,872,700	1,559,200	S7,313,500	503,100		
4	JEA - Dwal, FL						
6,7,8,10	Marianna Wastewater Treatment Facility Upgrades	4,273,400	1,388,300	$2,885,100	0		
4	TheCilv of Marianna • Marianna, FL						
6,7,8,10	Aventon Ranch Road	5,053,300	1,011,300	$4,042,000		5,000	
4	Aventon Construction South, LLC - Dwal, FL						
6,7,8,10	Robena Road Booster Pump Station	3,852,300	888,400	$2,963,900	811,100		
4	JEA • Dwa/, FL						
6,7,8,10	Galvan/zed Pipe Replacement Area C & G	1,464,900	165,200	$1,299,700	0		
4	JEA - Dwal, FL						
6,7,8,10	S/lver/eaf Parcel 298-2	5,542,000	1,321,600	$4,220,400	0		
4	Hutson Companies - St. Johns County, FL						
6,7,8,10	Tamava Parcel F	7,945,800	1,612,500	$6,333,300	211,900		
4	Tamaya Loan Acquis#ions - Dwal, FL						
6,7,8,10	118th Street Pump Station	7,519,200	1,843,000	$5,676,200	2,328,400		
4	JEA - Dwal, FL						
6,7,8,10	Dunn's Crossin.'1 Unit 3	3,594,500	624,200	$2,970,300	19,000		
4	Dream Finders Homes - Dwal, FL						
6,7,8,10	Saratoga Springs Water Treatment Plant	10,479,500	4,023,900	$6,455,600	229,600		
4	CCUA - Clay County, FL						
6,7,8,10	St. Augustine Lakes Phase 28	2,081,200	293,400	$1,787,800	103,700		
4	Lennar Homes, LLC - Dwal, FL						
6,7,8,10	SR 16 WWTF Blower Improvements	1,897,300	911,100	$986,200	471.400		
4	SJCBOCC - sr. Johns Coun/v, FL						
6,7,8,10	Monterey - Townsend Pump Station	3,909,000	580,500	$3,328,500	3,077,800		
4	JEA - Dwal, FL						
6,7,8,10	Jax South Philips Highway Apartments	9,357,400	1,661,700	$7,695,700	2,950,900		
4	Aventon Construction South, LLC - Dwal, FL						
6,7,8,10	Dunn's Crossing Unit 4	7,502,200	1,083,600	$6,418,600	5,442,200		
4	Dream Finders Homos - Dwal, FL						
6,7,8,10	Silverleaf Parcel 22 PH 1	12,254,500	1,805,400	$10,449,100	10,449,100		
4	Lennar Homes, LLC - St. Augustine, FL						
6,7,8,10	Lakeshore WTP Reservoir Rehab	6,708,300	2,922,400	$3,785,900	3,305,200		
4	JEA - Dwal, FL						
6,7,8,10	Artea Multlfaml/y	3,632.800	289,100	$3,343,700	3,343,700		
4	Summ# Contracting - Jacksonville, FL						
6,7,8,10	SJ-14 Plpellne	829,600	114,500	$715,100	196,900		
4	FIND, Ponte Vedra, FL						
6,7,8,10	Primus Cold Storage	6,046,500	969,300	$5,077,200		4,700,100	
4	Primus Builders - Dwal, FL						
							
			OTHER WORK	$53,656,700			
				(Col. 5 Subtotal)	$34,042,200	$4,705,100	
PLEASE ENTER ATTACHMENT TOTALS ON THIS LINE			
TOTAL UNCOMPLETED WORK ON HAND TO BE DONE BY YOU

GRANDTOTAL
NOTE: Columns 3 and 4 to show total contract (or subcontract) amounts. Column 5 to be difference
between columns 3 and 4. Amount in columns 6 or 7 to be uncompleted portion of amount in column 5. All amounts to be shown to nearest $100.00. The Contractor may consotidato and list as a single item all	
$34,042,200	
$4,705,100	
	$38,747,300	
	Total of Columns 6 and 7 Must Be Filled In and
Must Agree with Related Attachment(s),If furnished.	
contracts which individually do not exceed 3% of the total, and which, in the aggregate, amount to less
than 20% of U,e total.	

PROJECTS PROPOSER COMPLETED IN THE LAST TWO YEARS

Company Name	Petticoat-Schmitt Civil Contractors, Inc.	Date 	  3;_;_1_1;_;_/2"-3'---------

PROJECT NAME/ LOCATION	FINAL CONTRACT
AMOUNT	PRIME OR SUB1	CLASSIFICATION OF WORK PERFORMED	YEAR STARTED/
COMPLETED	
OWNER NAME/ LOCATION2	
NAME & PHONE NUMBER OF OWNER'S REPRESENTATIVE ON THIS PROJECT 3	

Cinemark	
2 463 285.85	
SUB	
Civil Site Work	2020 I 2021	Sleiman Enterprises, Inc. Jacksonville FL	Clay1on Lietz
/904) 731-4875	

Stanmore Wells Creek	
2,968,007.00	
SUB	
Civil Site Work	2020 I 2021	Hoar Construction Houston TX	Tyler Loper
'713\ 244-2200	

Greenland WTP Expansion	
4,612,430.00	
PRIME	
Plant Work	2020 / 2021	J.EA
··'11,-,. C'I	Allan Saree
(904) 665-4468	

Lift Station 4003 Uparade	
1,985,143.89	
PRIME	
Plant Work	2020 /2021	BGCJWS
Brunswick GA	Harry Patel
(912) 261-7215	

Sorinas at Flaaler Center	
3,385,704.78	
SUB	
Civil Site Work	2020 12022	Elkins LLC
Jacksonville FL	Bruce Arnold
/904) 6774610	

Dunn's Crossing Unit 2	3,821,960.34	
SUB	
Civil Site Work	2020 12022	Dream Fin...ders Homes
I	F'I	Daniel Pieratti
/Qf1A \ N '_ 7t,7(1	

lnteara at Oakleaf	
2 624 037.38	
SUB	
Civil Site Work	2020 12022	Landsouth Construction
acksonville FL	Kenny Walker
/904i°273-6004	

Pasies Dairy Road Wideninsi	
2,209,085.84	
SUB	
Civil Site Work	2021 /2022	sec - Nassau County
Yulee FL	Brenda Linville
/904) 530-6040	

							

List all projects completed in the last two years for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the year the oroiect was started. Include in the list 1 roiects that were started earlier than two years but were com□leted within the last two vears.

'Prime or Sub' should indicate whether Proposer performed the work as a prime contractor or as a subcontractor.
2	'Owner Name/ Location' should indicate the Owner of the project if the Proposer performed the work as a prime contractor or the general contractor if the Proposer
performed the work as a subcontractor.
3	'Name & Phone Number of Owner's Representative on this Project' should list a reference from the business entity listed in the previous column familiar with Proposer's
contract performance.

AFFIDAVIT FOR CORPORATION

STATE OF COUNTY OF

-FLORIDA	
-DUVAL	

)
)	ss
)

Jeff Rumer (title)   Vice President
of the   Petticoat-Schmitt Civil Contractors, Inc.	,

CORPORATE- EAL
I

(a corporation described herein) being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of the date of this affidavit; and, that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application constitutes fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

Sworn to before me this	1st	day of March	I 2023.

'\..,

' '  )
' '. \

' '

l"' : .\

SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(N) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to --"'B"'o.,,_gg.,,_y,_,,B ra n c h  C o m=m'-"u"'n"'ity-'-"D"'e"'voe.el"'o"'p,_,_m e n t_,,D"'iscstrceic"'t	_
(print name of the public entity)

by	Jeff Rumer, Vice President
(print individual's name and title)

for	Petticoat-Schmitt Civil Contractors, Inc.
(print name of entity submitting sworn statement)

whose business address is 6380 Philips Hwy.
Jacksonville.FL 32216

and (if applicable) its Federal Employer Identification Number (FEIN) is _2_6_-_12_9_3_7_5_0	

(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement

I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with any agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudications of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a please of guilty or nolo contendere.

I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:

A predecessor or successor of a person convicted of a public entity crime; or

An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.)

X  Neither the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final order)

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORNENDOR EXECUTING THIS PUBLIC ENTITY CRIME AFFIDAVIT TO VERIFY THAT NONE OF THE SUBCONTRACTORS/SUPPLIERS UTILIZED FOR THIS BID/QUOTE HAVE BEEN CONVICTED OF A PUBLIC ENTITY CRIME SUBSEQUENT TO JULY 1, 1989. IN THE EVENT IT IS LATER DISCOVERED THAT A SUBCONTRACTOR/SUPPLIER HAS BEEN CONVICTED OF A PUBLIC ENTITY CRIME, THE CONTRACTORNENDOR SHALL SUBSTITUTE THE SUBCONTRACTOR/ SUPPLIER WITH ANOTHER WHO HAS NOT RECEIVED A CONVICTION. ANY COST ASSOCIATED WITH THIS SUBSTITUTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORNENDOR.

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHO D AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF /r.. Y HANGE IN THE INFORMATION CONTAINED IN THIS FORM.

STATE COUNTY OF

 FLORIDA	 DUVAL

The foregoing instrument was signed and acknowledged before me this  1st day of _M_a_rc_h	, 2023 by:

Jeff Rumer who produced take an oath.

DL		(J-	33 -l, ·

.&.L	$ 3	-0
as identification, and wh id not)
(Type of Identification and Number)

Printed Name of Notary

 l2>-ta 

l-lH  08 tt 
Notary Commission Number/Expira ion

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
AFFIDAVIT OF NON-COLLUSION

STATE OF FLORIDA COUNTY OF	DUVAL

I, Jeff Rumer	, do hereby certify that I have not, either directly or indirectly, participated in collusion or proposal rigging. Affiant is a Vice President
(officer or principal) in the firm of Petticoat-Schmitt Civil Contractors, Inc., and authorized to make this affidavit on behalf of the same. I understand that I am swearing or affirming under oath to the truthfulness of the claims made in this affidavit and that the punishment for knowingly making a false statement includes fines and/or imprisonment.

Dated this  1st	day of _M_a_r_ch 	, 2023.

STATE OF FLORIDA
COUNTY OF -DU-VA-L ---
Sworn to (or affirmed) and subscribed before me this 1st  day of March		, 2023, by c\ ££ \tu.u-uL	, of the \?Q..""' <'-t-':::).U\t..1,,, \\::	who is personally known to me or who has producedb L '1.\  ([.  S:t.O- Li33- (,\'- as identification and wh d not)
take an oath.	3   -0

SWORN STATEMENT PURSUANT TO SECTION 287.135(5), FLORIDA STATUTES, REGARDING SCRUTINIZED COMPANIES WITH ACTIVITIES IN SUDAN LIST OR SCRUTINIZED COMPANIES WITH ACTIVITIES IN THE IRAN PETROLEUM ENERGY SECTOR LIST

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to: Boggy Branch Community Development District

by	Jeff Rumer Vice President
(print individual's name and title)

for _P_e_t_tic_o_a_t_-s_c_h_m_i_tt_C_i_v_il_C_o_n_tr_a_c_to_r_s_,_ln_c_. 	 _
(print name of entity submitting sworn statement)

whose business address is
6380 Philips Hwy., Jacksonville, FL 32216

I understand that, subject to limited exemptions, section 287.135, Florida Statutes, declares a company that at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract is on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to section 215.473, Florida Statutes, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with a local governmental entity for goods or services of $1 million or more.

Based on information and belief, at the time the entity submitting this sworn statement submits its proposal to the Boggy Branch Conummity Development District, neither the entity, nor any of its officers, directors, executives, partners, shareholders, members, or agents, is listed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

If awarded the Contract, the entity will inunediately notify the Boggy Branch Community Development District in writing if either the entity, or any of its officers, directors, executives, partners, shareholders,

members, or agents, is placed on either the Scrutinized/ ompanies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petro emh Ener	Sector List.

STATE OF FLOR1DA

·  ffinned) and subscribed before me this  1st	day of  March

, 2023, by 		_

.a.....;,'-"-"-'--"=,..,c-'--'-..,....,.----='-'-"-M=---\,_·ft----=------who is personally known to me or
......L"'--"=c...._-= ...........,,,	,. .-'-''-"'....,. "'-"L_.-es identification and wh id not) take an oath.

COUNTY OF _D_U_V_A_L 	_

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ACKNOWLEDGEMENT OF RECEIPT OF DOCUMENTS AND PROPOSAL SIGNATURE FORM

This Proposal for construction services has been submitted on this day of _M_a_rc_h		,2023 by
Petticoat-Schmitt Civil Contractors, Inc.	[company] whose business address is 6380 Philips Hwy.
-Jacksonville,-F-L 32216 ,,	'
telephone number is (904) 751-0888	, fax number is (904) 751-0988	and	e-mail address is jwmer@petticoatschmitt com
The undersigned acknowledges, by the below execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information one hundred and twenty (120) days from the date of the Proposal opening, and if awarded the contract on the basis of this Proposal, to enter into and execute the services contract in substantially the form included in the Project Manual.

Proposer understands that inclusion of false, deceptive or fraudulent statements on this Proposal constitutes fraud; and, that the Boggy Branch Community Development District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the District.

Furthermore, the undersigned acknowledges receipt of the following documents, the provisions of which have been included in this Request for Proposal.

Request for Proposal (2 pages)

Instructions to Proposer (9 pages)

Evaluation Criteria (1 page)

Organization Information of Proposer (14 pages)

Sworn Statement on Public Entity Crimes (3 pages)

Non-Collusion Statement (1 page)

Scrutinized Companies Form (1 page)

Acknowledgement of Receipt of Documents (2 pages)

Addenda Acknowledgement (1 page)

Proposal Bid Form w/ Attachments (23 pages)

Standard Form of Agreement Between Owner and Contractor and Exhibit A, Amendments to Standard Form (11 pages)

Standard General Conditions of Construction Contract (42 pages)

Supplementary Conditions (19 pages)

Performance and Payment Bonds (4 pages)

List of Drawings and Permits (full list attached)

(Initial)

(Initial)
 -s(Initial)
(Initial)

-s....2-  ...	(Initial)

,::s:-\1,,A-'?..._	(Initial)

:S:1£		(Initial)
-:S;	(Initial) (Initial)
:s:	(Initial)
::s:i  (Initial)
-:S	(Initial)

 i,,-1..,	(Initial) (Initial)
 lk		(Initial)

Technical Specifications (by signing, Proposer acknowledges that he/she will conform all work to the latest standards and specifications of City of Jacksonville, JEA and other utility providers as
applicable)

 (Initial)

 Jeff Rumer, Vice President	

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the District, or their authorized agents, deemed necessary to verify the statements made in this Proposal or attachments hereto, or regarding the ability standing and general reputation of the Proposer.

Petticoat-Schmitt Civil Contractors, Inc.	 Name of Organization

This J..g_ day of _M_a_rc_h 	

, 2023

Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)

State of Incorporation: _FL_O_R_ID_A	

State of FLORIDA
ss
County of _D_U_V_A_L	

The foregoing instrument was acknowl ed before me this	day of	March	, 2023,

,.;:..., ..i...... ..._>-..,"""""e	 ----,-' ofthe\; "s \zB	t  4\--Y-'5UWit±		,	who	is anally known	me or who has produced 		 as identification and

a e an oath.

Signture of Notary taking acknowledgement

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ADDENDA ACKNOWLEDGEMENT FORM

Proposer acknowledges receipt of the following addenda:

Addendum No.	1	dated	1/30/23		

Addendum No.	
2	
dated	
2/15/23	

Addendum No.	
3	
dated	

2/23/23	

Addendum No.	4	
dated	
2/23/23	

Addendum No.		
dated	

	

Addendum No.		
dated	

Addendum No. 		dated

Proposer: Address:

Petticoat-Schmitt Civil Contractors, Inc.

 6380 Philips Hwy.	 Jacksonville, FL 32216

Date: By: Date:

Jeff Rumer, Vice President Type Name and Title

Florida Construction Industry Board License No.:	 CGC #057651	

PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC.	
ID	Task=Name--------------t"W023 IJuly2023	IAugust 2023 ISrptrmbc:r 20	
	NOTICE TO PROCEED	

2	
SURVEY CLEARING LIMITS	
	EROSION CONTROL	ER Sl TROL	

4	
CLEARING & GRUBBING	EARING & GRUBBING	

5	
SUBMITTAL PROCESS/APPROVAL	

6	
PRECAST APPROVAL/FABRICATION	
7	PVC PROCUREMENT/DELIVERY							

8	
EARTHWORK & GRADING		
RTHWORK & GRADING					

9	
GRAVITY SEWER		
GRAVITY SEWER					
		0						
10	STORM DRAINAGE							

11	
WATER MAIN							
				 0					
12	REUSE MAIN				REUSE MAIN			

13	
ELECTRICAL CONDUIT INSTALLATION(BY OTHERS)				
ELECTRICAL CONDUI			

14	
ROADWAY							

15	
RAISE MH'S/TESTING					
RAIS		

16	
ASPHALT PAVING							

17	
SUBSTANTIAL COMPLETION							

18	
DRESSING/GRASSING							

19	
FINAL							
							9/6	
Seven Pines
- Preliminary Construction Schedule-	

UUu . .:>t:Yt:11 Flllt::> • U\11.,.,IIIH
Units: Ft-CY
Wed Mar 1, 2023 10:35:27 Page 1

Volume Report Subgrade vs Stripped

Area	Volume	Comp/Ratio	Compact	Export Change
	Total	Cut	Fill	OnGrade	Cut	Fill	Cut	Fill	Cut	Fill	-Import	Per 0.1 ft	
tr_AlleyPaving Sub:	11,652	2,902	8,393	357	130	470			130	564	-434	52	
tr_GreenAreas	26,937	18,395	7,672	870	1,047	627	1.00	1.20	1,047	752	295	120	
tr_lsland	1,834	1,834	0	0	66	0	1.00	1.20	66	0	66	8	
tr_Lots Sub:	89,727	21,354	64,863	3,510	1,088	4,478			1,088	5,374	4,286	398	
tr_ParkingStalls Sub:	1,593	594	974	25	21	20			21	24	.3	7	
tr_RibbonCurb Sub:	2,248	361	1,872	15	3	20			3	25	-22	10	
tr_ROW	40,156	3,842	35,103	1,211	94	2,526	1.00	1.20	94	3,031	-2,937	178	
tr_Sidewalk Sub:	2,163	0	2,163	0	0	171			0	206	-206	9	
tr_Slopes Sub:	90,792	2,030	85,804	2,958	85	10,129			85	12,155	-12,070	403	
tr_StandaloneRamps Sub:	407	0	407	0	0	18			0	21	-21	2	
tr_StandardAsphalt	24,879	7,191	16,886	802	334	533	1.00	1.20	334	640	-306	111	
tr_StandardCurb Sub:	2,889	564	2,276	49	10	70			10	83	.73	13	
tr_Tabletops Sub:	130,798	25,757	102,025	3,016	1,182	6,810			1,182	8,173	-6,991	582	
tr_ValleyGutter Sub:	928	304	600	24	6	20			6	24	-18	4	
ast_AlleyPavlng Sub:	10,478	5,297	4,101	1,080	163	178			163	213	-50	47	
ast_CurbRamps Sub:	399	339	0	60	4	0			4	0	4	0	
ast_GreenAreas	9,469	0	9,296	173	3	3,229	1.00	1.20	3	3,875	-3,872	42	
ast_lslands Sub:	5,285	0	5,282	3	0	458			0	550	-550	23	
ast_Lots Sub:	297,879	23,686	260,066	14,127	416	22,765			416	27,317	-26,901	1,323	
ast_ParklngStalls Sub:	3,714	1,222	2,404	88	50	135			50	121	-71	12	
ast_RibbonCurb Sub:	2,070	817	1,169	84	8	30			8	36	-28	8	
ast_ROW Sub:	126,225	17,666	97,169	11,390	444	7,302			444	8,763	-8,319	561	
ast_Sidewalk Sub:	12,310	6,617	3,608	2,085	174	406			174	487	-313	53	
ast_StandaloneRamps Sub:	1,292	639	585	68	11	43			11	50	.39		
ast_StandardAsphalt	121,555	76,758	41,660	3,137	2,944	4,118	1.00	1.20	2,944	4,942	-1,998	540	
ast_StandardCurb Sub:	12,955	7,171	5,358	426	165	336			165	402	-237	56	
ast_SWMF9	164,154	123,601	35,836	4,717	44,035	925	1.00	1.20	44,035	1,110	42,925	730	
ast_SWMF10	158,438	147,112	9,025	2,301	78,983	122	1.00	1.20	78,983	146	78,837	704	
ast_Tabletops Sub:	334,028	6,812	315,887	11,329	66	28,964			66	34,759	-34,693	1,485	

Job: Seven Pines - Stripping Wed Mar 1, 202310:35:27 Page 2

Total	
Cut	Area
FIii	
OnGrade	Volume
Cut	
Fill	CompJRatio
Cut	Fill	Compact
Cut	
Fill	Export Change
-lm ort Per 0.1 ft	
ast_ValleyGutter Sub:	2,320	787	1,516	17	18	93			18	112	-94	11	
ibbonCurb Sub:	959	959	0	0	7	0			7	0	7	4	
fest_AlleyPaving	4,793	4,793	0	0	45	0	1.00	1.20	45	0	45	21	
fest_Lots Sub:	65,096	29	172	64,895	5	7			5	9	-4	290	
fest_Pads Sub:	53,031	0	0	53,031	0	0			0	0	0	238	
fest_ParkingStalls Sub:	5,342	5,332	8	2	48	0			48	0	48	24	
fest_ROW	48,875	2,220	2,499	44,156	47	33	1.00	1.20	47	40	7	217	
fest_Sldewalk Sub:	894	884	0	10	12	0			12	0	12	3	
fest_StandaloneRamps Sub:	698	301	0	397	3	0			3	0	3	0	
fest_StandardAsphalt	28,899	28,777	9	113	281	0	1.00	1.20	281	0	281	128	
fest_StandardCurb Sub:	3,840	3,840	0	0	28	0			28	0	28	16	
fest_ValleyGutter Sub:	2,954	2,954	0	0	26	0			26	0	26	14	
eglons Total	1,904,955	553,741	1,124,688	226,526	132,052	95,036			
132,052	114,004	18,048	8,448	

triQQlng Qt s	Plane Area	Slope Area	
DeQth	
Volume									
Ctr_Stripplng Sub:	355,089	355,405	0.333	4,383									
East_Stripping Sub:	1,329,963	1,330,437	0.417	20,548									
Nest_AsphaltSubgrade Sub:	39,036	39,046	0.646	934									
West_CurbSubgrade Sub:	7,753	7,777	0.250	68									
Stripping Total	1,731,841	1,732,665		25,933									

Ron Desantis, Governor

Melanies	Gr;ffin,Secredta

l:) r

STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

,,A-,.,

.

..,. ------------	'

CONSTRUCTIO - lJS-R ·:::	SING BOARD
THE GENERAL9}Nif 22-R..RCM s1 S3f RJl IED UNDER THE

..

PROVISIONS O,F"eR P"FER48:9.;:-:Ft6>RIDA Sf[4.TUTES
.	,

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..	..	--=--  --	-----
PETTJCQAJJ-sc Mrtt1:ivi(2f)NTRAe Rs1Nc

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.	-\.--.:.:- gJ8C}HR_ll::IP	HWY  .	:;:
.. J. ·.,	_,.	-"	FL32216'--

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a::::::	
EXPIRATION DATE: AUGUST 31, 2024

Always verify licenses online at MyFloridalicense.com

Do not alter this document in any form.

This is your license. It is unlawful for anyone other than the licensee to use this document.

Unanimous Action of the Board of Directors of Petticoat-Schmitt Civil Contractors, Inc.
Taken without a meeting by written consent

The following action is taken by the sole Director of PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC. a Florida Corporation, by written consent without a meeting, as of October 17, 2016, pursuant
to Section of the 607.134 of the General Corporation Act of the State of Florida permitting such action to be taken.

RESOLVED, that Jeffery M. Rumer be and hereby is named Vice President of the Corporat_ion, to serve until his successor shall be duly qualified and elected, and can sign legal documents on behalf of Petticoat-Schmitt Civil Contractors, Inc.

The undersigned, being the sole Director of PETTICOAT-SCHMITT CIVIL CONTRACTORS, INC. does hereby consent to the foregoing action as of the date first above written.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Besch & Smith

BID BOND

PENAL SUM FORM

Any singular reference to Proposer, Surety, Owner, or other party shall be considered plural where applicable.

PROPOSER (Name and Address):
Besch and Smith Civil Group Inc 345 Cumberland Industrial Court St Augustine FL 32095

SURETY (Name and Address of Principal Place of Business):
Merchants Bonding Company (Mutual) PO Box 14498
Des Moines IA 50362

OWNER (Name and Address):
Wrathell, Hunt and Associates, LLC 2300 Glades Road, Suite 410W Suite 410W
Boca Raton, FL 33431

Phone Number: (561) 571-0010

Proposal
Proposal Due Date:	February 21, 2023
Project (Brief Description Including Location): Southeast Quadrant Residential Phase IC

BOND
Bond Number:  Bid
Date (Not later than Proposal due date):
Penal sum	Five Percent of Bid Amount
(Words)

5% of bid

(Figures)

Surety and Proposer, intending to be legally bound hereby, subject to the terms printed on the reverse side hereof, do each cause this Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative.

PROPOSER	SURETY

B_e_s_c_h_a_n_d_S_m_it_h_C_iv_i_l G_ro_u_p_l_n_c 	 (Seal)

T. Theus Attorney in Fact

Note: Above addresses are to be used for giving required notice.

I. Proposer and Surely, jo.intly and severally, bind themselves, their heirs, executors, administrators, uccessors and assigns to pay lo Owner upon defaull of Proposer the penal sum set forth n the face of this Bond. Payment of the penal sum is the extent of Surety's liability.

Default. of Proposer shall occur upon the failure of Proposer to deliver within the time required by !he Proposal Documents (or any extension thereof agreed to in writing by Owner the executed Agreement required by the Proposal Documents and any performance and payment bonds required by the Proposal Documents.

This obligation shall be null and void if:
I. Owner accepts Proposer's Proposal and Proposer delivers within the time required by the Proposal Documents (or any extension thereof agreed to in writing by Owner) the executed Agreement required by the Proposal Documents and any perfom1ance and payment bonds required by l'he Proposal Documents, or
All Proposals are rejected by Owner, or
Owner fails t issue a Notice oJ Award to Proposer within the time specified in the Proposal Documents (or auy extension thereof agreed fo in writing by Proposer and, if applicable, consented to by Surety when required by Paragraph 5 hereo1).

Payment under this Bond will be due and payable upon default by Proposer and wilhln JO calendar days after receipt by Proposer and Surety of written notice of default from Owner, which notice will be given with reasonable promptness, iclenti.fying this Bond and lh Project and including a statement of th amount clue.

urety waives notice of any and all defenses based on or arising out of any lime extension to issue Notice of Award agreed to in writing by Owner and Proposer, provided that lbe total time for issuing Notice of Award includi11g extensions shall not in the aggregate exceed 120 days from Proposal due date without Surety's written consent.

No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above is recei ed by Proposer and Surety and in no case later than one year after ProposaJ due date.

PENAL SUM FORM
Any suit or action under this Bond shall be commenced only in a court of competent jurisdiction located in the state in which the Project is located.

Notices required hereunder shall be in writing and sent to Prop•ser and Surety at their respective addresses shown on the face of this Bond. Such notices may be sent by personal delivery, commercial courier, or by United States Registered or Certified Mail, return receipt requested, postage pre-paid and shall be deemed to be effective upon receipt by the party concerned.

Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed this Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby.

This Bond is intended Lo conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that bas been omitted f-rom this Bond shall be deemed to be included herein as if set forth at length. ff any provision of this Bond conflicts with any applicable statute, then lhe provision of said statute shallgovern and the remainder oflhis Bond that is not in conflict therewith shall continue in full force and effect.

The term "Proposal" as used herein includes a Proposal, bid, offer, or proposal as ap1 licable.

MERCHANTS	
BONDING	COMPANY,"
POWER OF ATTORNEY
Know All Persons By These Presents, thal MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONALBONDING, INC., boU1 being corporations of lhe Stale of Iowa (herein collectively called the •companies") do hereby make, conslllute and appoint, Individually,
Benjamin Powell; Fitzhugh K Powell Jr; Robert T Theus; Susan W Jordan

their true and lawful Atlorney(s}-ln-Facl, to sign ils name as surety(les) and to execute, seal end acknowledge any and all bonds, undertakings, contracts and other written Instruments In the nature thereof, on behalf of the Companies In their business of guaranteeing the fidelity
of persons, guaranteeing lhe performance or contracts and executing er guaranteeing bonds and undertakings required or permilted in any actions or proceedings allowed by law.
This Power-of-Attorney is granted and ls signed and sealed by facsimile under and by authority of the following By-Laws adopted by the Board of Directors of Merchants Bonding Company (Mutual) on April 23, 2011 and amended August 14, 2015 and adopted by the Board of Directors
al MerChanlsNatlonal Bonding, Inc., on October 16, 2015.
"The Prasldenl, Secretary, Treasurer, or any Assistant Treasurer or any Assistant Secretary or any Vice President shall have power and authority to appoint Attorneys-in-Facl, and to authorize them lo execute on behalf of the Company, and attach the seal of the Company thereto, bonds and undertakings, recognizances, conl.racts of Indemnity and other writings obligatory in the nature thereof."
"The signature of any authorized officer and the seal of the Company may be affixed by facsimlle or electronic transmission to any Power of Attorney or Certificat.ion thereof authorizing the execution and delivery of any bond. undertaklng, recogniz.ance, or other suretyshlp obligations of the Company, and such signature and seal when so used shall have I.he same force and effect as though manually fixed."
In connecllon with obligations In favor of the Florida Department of Transportation only, it is agreed that the power and aul horlty hereby given to the Altorney-ln-Fact Includes any and all consents for the release or retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. ll is fully understood that consenting to the State or Florida Department of Transporta!lon making payment of the llnal esUmate to the Contractor and/or ils assignee, shall not relieve this surety company of any of Its obligations under its bond,
In connectron with obligations in favor of the Kentucky Departn'lent or Highways only. it ls agreed that the power and authority hereby given
to [he Allorney-in-Fact cannot be modified or revoked unless prior written personal not.lee of such Intent has been given to the Commissioner­ Department of Highways of the CommonweaJth of Kentucky at least thirty (30) days priorlo the modlficallon or revocation.

day of	February	, 2020

MERCHANTS BONDING COMPANY (MUTUAL) MERCHANT NATIONAL BONDING, INC.
By	7
President
STATE OF IOWA COUNTY OF DALLAS ss.

On this	11U1 day of	February	2020	, before me appeared Larry Taylor. to me personally known, who being by me duly sworn did say thal he is President of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC.; and that the seals affixed to the foregoing instrument are the Corporate Seals of the Companies; and that the said instrument was signed and sealed in behalf of the Companies by authority of their respective Boards of Directors.

115'

POLLY MASON

0

'-.:  .

Z  00111  r.-

)>	Commission Number 750576

•
•

10\J'J,-..

My Commission Expires January 07, 2023

Notary Public
(Expiration of notary's commission does not invalidate this instrument)
I, William Warner, Jr., Secretary of MERCHANTS BONDING COMPANY (MUTUAL) and MERCHANTS NATIONAL BONDING, INC., do hereby certify that the above and foregoing is a true and correct copy of the POWER-OF-ATTORNEY executed by said Companies, which is still In full force and effect and has not been amended or revoked.
In Witness Whereof, I have hereunto set my hand and affixed the seal of the Companies on this 21st day of February	, 2022.

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POA 0018 (1/2ffi

•,, .ei,··.....,···:') •••
•••••••••a•

••..'."..':-:;.:...'.-.••

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT
ORGANIZATION INFORMATION OF PROPOSER
SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C

DATE SUBMITTED:

	M_a_rc_h_l_s_t

,2023

Proposer 	

B_es_c_h_a_n_d_S_m_it_h_C_iv_i_l  Gr_o_u_,_p,;_I_n_c.	

./ / A Individual

(Company Name)	/_/ A Partnership
lJ.f Limited Liability Company
_,,,,PY.A Corporation
I_! A Subsidiary Corporation
Proposer's Parent Company Name (if applicable) 	

Proposer's Parent Company Address (if applicable)

Street Address	'
P.O. Box (if any) 	 _

City 	State 	Zip Code 	

Telephone 	 Fax No. 		_ 1st Contact Name 		Title 	 _
2nd Contact Name 	 Title 	_

Proposer Company Address (if different)

Street Address 345 Cumberland Industrial Ct. St. Augustine, Fl 32095
P.O. Box (if any) 	

City 	S_t._A_u gu_s_ti_ne	

State 	

F l on ·d=a		

Zip Code 	 3_20_9_5	

Telephone---- (9_0_4 )2_6_0-_6_39_3	 Fax No. 	_

1st Contact Name 	

...,;N::. :..:..;:icc::.ol=-=e-=B:;,,;:ec::.sc h,	

Title 	

;;P"-'-r=es=id:c.,;;e=nt;;	

2nd Contact Name 		H_e_r_be_rt-'--B-'-la;_nt""'-o-'-n	 Title 	H_e_ad_P_r--'oJ.._·e_ct_M_an_a=ge_r	_

List the location of Proposer's office that would perform Boggy Branch Community Development District work.

Street Address 345 Cumberland Industrial Ct. St. Augustine, Fl 32095

P.O. Box (if any) 	 _

City 	St_.A_u_,g"'"u_s_tin e	

State 	

F_I_o_ri_da	

Zip Code	32095

Telephone (904)260-6393	Fax No. 	_

1st Contact Name 	N_ic_o_le_B_ _sc_h		Title 	P_re_s id_en_t	

2nd Contact Name	=H=er b ert B=lan=to=n,	 Title-- H=e=ad P r o-ie ct M=an=a-ge=r  	_

Is the Proposer incorporated in the State of Florida? Yes No(_)

If yes, provide the following:

Is the Company in good standing with the Florida Department of State, Division of Corporations? Yes No(_)

If no, please explain _N / A	 _

Date Incorporated 	9/:....2.:..../2_0_1_I 	 Charter No. PI 1000078093

If no, provide the following:

The state in which the Proposer company is incorporated _F_lo_n_·d_a	_

Is the company in good standing with the state? Yes No(_)

If no, please explain _N /A	 _

Date incorporated 		9 /-'2/_20_1_1	 Charter No.  Pl 1000078093

Is the Proposer company a registered or licensed contractor with the State of Florida? Yes ) No(_)

If yes, provide the following:

Type of registration (i.e. certified general contractor, certified electrical contractor, etc.)
Civil Site/ Under Ground Utility Contractor

License No. CUC1224085	Expiration Date 8/31/2024

Qualifying Individual _N_i_co_l_e_B_es_c_h	 Title President

List company(ies) currently qualified under this license Besch and Smith Civil Group, Inc.

Is the Proposer company a registered or licensed Contractor with Duval County? Yes No(_)

Has the Proposer company performed work for a community development district previously? Yes (	No(_)
If yes, describe: _S_ee_a_t_ta_ch_e_d	 _

Name of Proposer's Bonding CompanMy er ch anBr o n=d in=g C=o n=1p a nY 	­ 
Address  P.O. Box 14498, Des Moines, IA 50306

Do not alter this document in any form.

This is your license. It ls unlawful for anyone other than the licensee to use this document.

Always verify licenses online at MyFloridalicense.com

r

Ron Desantis, Governor

STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION

ERTIFIED UNDER THE
TES

THE UNDERGROUND UTI
PROVIS!

This Receipt is issued pursuant to County ordinance 87-36

2022/2023 ST. JOHNS COUNTY LOCAL BUSINESS TAX RECEIPT
MUST BE DISPLAYED IN A CONSPICUOUS PLACE

Account
EXPIRES

1052993
September 30, 2023

Business Type	Underground Utilities (L)
Location	345 Cumberland ltidustrial Ct
St Augustine FL 32095

Business Name

Besch And Smith Civil
Group Inc

Owner Name	Besch And Smith Civil Group Inc

......

A	Tax
NS	COUNTY	Penalty
TAX COLLECTOR	Cost

 -...N w, HOLLINGSWORTH,CFC Total

I

New Business
Transfer

18.00
0.00
0.00

18.00

Mailing
Address

345 Cumberland Industrial Ct
St Augustine, FL 32095

DENNIS W. HOLLINGSWORTH
ST. JOHNS COUNTY TAX COLLECTOR

This form becomes a receipt only when validated below

Paid by receipt(s) 2021-992011691 on 09/27/22 for $18.00

This receipt does not constitul!! • franchise, an agreement, permission or euthorlty to perform the services or operate the business described herein when a franchise, an agreement, or other county commission, state or federal permission or authority is required by county, state or federal law,

2022 · 2023 LOCAL BUSINESS TAX RECEIPT
JIM OVERTON, DUVAL COUNTY TAX COLLECTOR
231 E. For5yth Street, Suite 130, J,cksonvllls, FL 32202---3370
Phone: (904) 255-5700, option 3	Fax: (904) 255-8403
https://tax coliector,coJ,neU
Note -A penally Is imposed for failure to keep this receipt exhibited conspicuously al your place of business. This business tax receipt is furnished pursuant to Municipal Ordinance Code, Chapters 770-772, for the period October 01, 2022 through September 30, 2023 .

BESCH AND SMITH CIVIL GROUP INC 2148 WATER PLANT RD
ST AUGUSTINE, FL  32092

ACCOUNT NUMBER; BUSINESS NAME: PHYSICAL ADDRESS:

206531
BESCH AND SMITH CIVIL GROUP INC
345 CUMBERLAND INDUSTRIAL CT ST AUGUSTINE, Fl	32095

CLASSIFICATION CODE: 325014 QUALIFYING AGENT - CONTRACTORS

STATE LICENSE NO:	CUC1224084

COUNTY TAX: MUNICIPAL TAX: COUNTY LATE PENALTY:
MUNICIPAL LATE PENALTY: TOTAL TAX:

0 00
100.00
0.00
0.00
100.00

VALID UNTIL September 30, 2023

***ATTENTION***
THIS RECEIPT IS FOR BUSINESS TAX RECEIPT ONLY.
CERTAIN BUSINESSES MAY REQUIRE ADDITIONAL STATE LICENSING.

This is a business tax receipt only. It does not permit the receipt holder to violate any existing regulatory or zoning laws of the County or City. It does not exempt the receipt holder from any other license or permit required by law. This Is not a certification of the receipt holder's qualifications.

-z_«:::>..,,
JIM OVERTON, TAX COLLECTOR

THIS BECOMES A RECEIPT AFTER VALIDATION.
Paid INT-23-□0706417	0"1/26/2022  ,;, 100. 00

RENEWAL

State of Florida
Department of State

I certify from the records of this office that BESCH AND SMITH CIVIL GROUP, INC. is a c.orporation organized under the Jaws of the State of Florida, filed on September 2, 2011, effective September 2, 2011.

The document number of this corporation is Pl 1000078093.

I further certify that said corporation has paid all fees due this office through December 31, 2022, that its most recent annual report/uniform business report was fiJed on February 2, 2022, and that its status is active.

I further certify that said corporation has not filed Articles of Dissolution.

Given under my ha11d and the Great Seal of the State of Florida at Tall11h ·Nee, the Capital1 this the Second day of February, 2022

'&#µ11/fk-..
Secretary of State

Tmcking Number: 53J853533JCC

To authenticate this certificate,visit tbc following site,enter this number, a11d then follow the instructions displayed.

https://services.sunbiz.org/Fili11gs/CertlficateOfStatus/CertificateAuthentication

Jimmy Patronis CHIEF FINANCIAL OFFICER
Julius Halas
DMSION DIRECTOR

John Gatlin BUREAU CHIEF

Catherine Thrasher
SAFETY PROGRAM MANAGER

FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL
200 EAST OAJl'lES Snfi'.T •Tellaluw., Plorida 3Z3!>9-0342
Tel. 850-4 l l-3644

CERTIFICATE OF COMPETENCY
OFFICIAL COPY
THJS CERTIFIES THAT:	Nicole E Besch
345 Cumberland Industrial Court
St. Augustine FL 32095-8953 BUSINESS ORGANIZATION: Besch and Smith Civil Group Inc

Contractor V means a contractor whose business is limited to the execution of contracts requiring the ability to fabricate, insta11, inspect, alter, repair and service the underground piping for a fire protection system using water as the extinguishing agent beginning at the point of service as defined in the act and ending no more than 1 foot above the finished floor.

Issue Date:
Type:
Class:
County: License/Permit #: Expiration Date:

Chief Financial Officer

07/01/2022

09
14
St. Johns
FPCl1-000042 06/30/2024

RON DESANTIS
GOVERNOR

FOOT\)
'••
Florida Department of Transportation
605 Suwannee Street
Tallahassee, FL 32399-0450

JAREil W. PERDUE, P.E.
SECRETARY

BESCH AND SMITH CIVIL GROUP INC
345 CUMBERLAND INDUSTRIAL CT. ST, AUGUSTINE, FLORIDA 32095

Aprll 14, 2022

RE: CERTIFICATE OF QUALIFICATION

The Department of Transportation has qualified your company for the type of work indicated below,

FDOT APPROVED WORK CLASSES;
DRAINAGE, GRADING, GRASSING, SEEDING AND SODDING, UNDERGROUND UTILITIES (WATER &
SEWER)

Unless notified otherwise, this Certificate of Qualification will expire 6/30/2023.

In accordance with Section 331.14(4), Florida Statutes, changes to Ability Factor or Maximum Capacity Rating w.iJ 1 not take effect until after the expiration of the current certificate of prequalification (if applicable).

In accordance witl1 Section 337.14(1), Florida Statutes, an application for qualification must be filed within (4) months of the ending date of the applicant's audited annualf'nancial statements.

If the company's maKimwn c pacity has been revised, it may be accessed by logging into the Contractor Prequalification Applicat·on System via the following link; HTTPS://fdotwpl.dot.state.fl..us/Contra.ctorPreQualification

Once logged in, select "View" for the most .recently approved application, and then click the "Manage" and "Application Summary" tabs.

The company may apply for a Revised Certificate of Qualification at any time prior to the expiration date of this certificate according to Section 14-22.0041(3), Florida Administrative Code (E'.A.C.), by accessing the most recently approved application as shown above and choosing "Update" instead of "View." If certification in additional classes of work is desired, documentation is needed to show that the company has performed such work,

All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust rnaximwn bidding capacity to available bidding capac:i.ty. You can find the link to this report at the website shown above.

Sincerely,

Alan Autry, Manager

0

1., Contracts Administration Office

AA:cg

Improve Sqfety. Enhance Mobility, Inspire Innovation
www.fdot.gov

Approved Bonding Capacities:	Aggregate Limit	$ _ 3 0 ,0 00 ,0-'-0 0 -0 0 0  
Single Project Limit	$ _ _;1;;.;:;5;.,.;,o;;..::o..;c.o=,o.;;..oo".-.';:;..oo::.;ao;.....

Total Current Contracts Bonded	$ 		2_2 .7 2_2 .o_oo · oo o --
Name of Proposer's Bonding Agency 		C_e_c_il_W_P_o_w_el_l_&_C o		_

Address 	2_19_N_N_e_w_n_an_St...:...,_Ja_c_k_so_n_v_ill_e., F_L_32_2_0_2	

Contact Name 	R_ob_e_r_t Th_e_u_s	Telephone - (9_0 4)_3_53_-_31_8_1_

List the Proper's total annual dollar value of work completed for each of the last three (3) years starting with the latest year and ending with the most current year (20)	14.569.212
(21)	14,636,890	(22)	15,021,008

What are the Proposers' company's current insurance limits? General Liability	$ _2_M_i_l 	
Automobile Liability	$ -=-1=M=i"--1	
Workers Compensation	$ _I _M_i_l 	
Expiration Date	---'-9--'/1=5-'-'/2=0=2=2	 _

Has the Proposer company been cited by OSHA for any job site or company office/ shop safety violations in the past two years? Yes (_) No0
If yes, please describe each violation fine, and resolution -=N-'-'l-=-cA,	_

What is the Proposer's current worker compensation rating? ...:...·6=9	_

Has the Proposer experienced any worker injuries resulting in a worker losing more than ten (10) working days as a result of the injury in the past two (2) years? Yes0	No (_)
If yes, please describe the incident: -'S=ec..::e. :a=tt=ac.:..::h.:..::e..:;.d	

Please state whether or not your company or any of its affiliates are presently barred or suspended from bidding or contracting on any state, local, or federal-aid contracts in any state(s)? Yes(_) No

If so, state the name(s) of the company(ies) _N_/_A	 _

The state(s) where barred or suspended 	 N_/_A	

State the period(s) of debarment or suspension _N_/_A	 _

INDIVIDUAL'S NAME	PRESENT POSITION OR OFFICE	MAGNITUDE AND TYPE OF WORK	YEARS OF CONSTRUCTION EXPERIENCE	YEARS WITH FIRM	IN WHAT CAPACITY?	
Barry Besch	Superintendent	Civil Site	20+	15		
Herbert Blanton	Project Manager	
Civil Site	
20+	
3		

What is the construction exoerience of the proposed superintendent and project manaaer?

Have you ever failed to complete any work awarded to you? Yes (_) No0

Note: You can type Input into this form and save it.
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OSHA's Form 300 {Rev. 04/2004)
Log of Work-Related Injuries and Illnesses
Please Record:
lrtformation abo1.1t every wnrk-refo!eddeath and about Nery work-refated injUf)'Of illnel rhor involves loss of
comciousness, restricr d work oclivity or job transfer, days owcy from work. or medical treo!ment beyond finr aid.
Si9nificnnt work•reloted injuries and iffnesses ihot are diagnosed by a physician or licensed heofth core professional.

Reminders:
, Comr•lele on m1ur1ond l/lness !ndtlcnt Rcpori {OSHA Form 30! J or eq;;ivalt·nt form fer rocfr inJury r,r il!nc.H recorded on tfm form If you'r.? no! s 1rc wtict>iera cc,se i.s recordal;fe. coif your tow! OSHA office for h lp

-

fatablishment name

Year 20 22	

Attention: This form contains informalion relallrg lo emplovae health and must be used Ir e manne• thaC protecis the conlodentlahly or employees 10 the extent poss ble whlie the informallon Is being usetl for occupational safety and health ourposes.

U.S. Department of Labor
Ocevp411Jonol Sa(oty ;ind Hoaltfl Adm/n/Mrallon

fo11u :111p11t1,;1I 0 1H 110 J)IF.-Ui hi

Besch and Smith Civil Group Inc

Work-related injuries and Wnes es that meet 011y o(r/1e spccific rrrord;ng criteria /iJted fn 29 CFR Part 1?048 rhrou9h IY04 Ii

..Feel frpe ro JJ e [·No line fer a smgre case if you nl!ed ro. Comp/ere the 5 steps far each cme

c,,y St. Augustine

Sttlte  FL	

Step 1. Identify the person

(A)	(6)
E1nplo)·('c·s nnmc

Step 2. Describe the case

(C)
,Job lille

(D)
Uate or Injury

(E)
\Vhrn: the cnnt occurrcrl

Step 3 Classify the case

SELECT

ONLY ONE cm;lo b.:Jsod on tl,L..

Remained st Work

Step 5.

(F)
Describe- injut ur iUndt., p:1ru· of body

most orious outcome

Enfer the number of days the Injured or UI worker was:

StJecf one cotunm:

(e .. IV1•/d,•1)

IUni.: ,

- ·

or ons t of
illRC/i§
(r . 21/0)

,1r1•1yJ,,11..·rmd1)

Dutt,	i :::l .;',0 . l c :

Other r•cord•	Awsy	On Job
.abl• c,,,a	lrom	,nnstcror

(M) I 	I	t

(l' -. luCJrli11x ciu1·k 1wrrh i-,itll dfti:lctL :.nd ohjL-cl/ ub,tuncc lhnt
lllrecll_v Injured or Qu!IJ.hi 11,rson ill(,•. ,
SC'rrmrl ,f,.gr<'<' hum  m, 1"1:l11.Jnn•m·111 /hm,

(G)

(H)	(I)	(J)

wo'1<	restric:tlan
(K)	(L)

!	- .&	ii
i	;l t  E.  -
(1)  (2)  !3)  (4)  \5)  (6)

montt,,

   Colby Jorgensen Pipe Layer  9 I 15	Trailmark

Face & Chest Laceration 0

@	0	0	4

!lays  

:!,ip

@00000

Jessica Miller Tailman  12,5	Trailmark

Left Upper Body

0	@ 0	0	27

.,		 	

t1,1ys

,ia1:;

@00000

Everette Pearson  Operator  12,2	Trailmark

Head

0	0  0	0	2

0

1/;:;y 	 	

	 1id-;;- 	 	

0	0  0

•IJ}S

-- .1•;.  -- •.:ty:.

000000
000000

	 	0
rnunU:11.lay	0

0 0  0
0  0	0

,j;i>   ,JJ>S

,,.,;"'	d,1/S

000000
000000

I Reset I

	 	0

	 	 0

	 	0

0	0	0
0	0	0
0 0	0

a,y:.  

1!;1 ,           

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1, ,r,,1:i•I !11 :he ,·,,II,:, :i1•1: 1 1,•fw,, ,,1\:.11 11::l,:)1 11 d1 r,l:11 a r111Tcr-1ly \';111:I c ir,,,:11 ,·o:1tml :;1::,11:.:1 Ir y,:u , i.: ,ii, ,:•H1m,,:11:,•1br,,,! ih,•H·
, .,inn :le ,•: :•,1y ,,;!1 r :,•r , 1, n( tli1 rl ,:.i ·nlk,..111111, n:1111,:1 US Drr n11;,:11t oil ,,!wr 0 11.-1. llfrk,: ,1f<.;1 •li,li,: 11 ,\: .ii•,,:, i',,•niri
'\'. °;/1 - :iut1 f_1;r,,lihdir,11 ,\1;1:tu.: N\IJ \V.1•i1illff ,11 fl[ 112 i IJ rJ,i 11(",I ,,.!'(! lii,• f.l'fll;'kl(,i l;•;M::; 10 :l1i, ,1rJjc,,

[ Add a Form Page '

Page totals ► 0	3	0	0	33	0
Be sure to rransfer these totals lo th6 Summary page (Farm 300A) bsfcru y,:w po.'>I 11

3  0  0  0  0	0

(1)  (2) (3)  (4)  (5)  (6)

Note; You can type input-into lhis form and save it.
Because the forms in this record eeping package are "fillable/writable'
PDF document . you can typo Into the input form fields and then s;;ve your Inputs Jsln!j the free Adobe PDF Reader.

OSHA's Form 300A (Rev. 0412004)
Summary of Work-Related Injuries and Illnesses

Establishment Information

Besch and Smith Civil Group Inc.

si,ce, 345 Cumberland Industrial Court

City St Augustine

Slate FL

Zip 32092

Industry description (e.g_, Mm111/ilclllre (mo/or /111ck tmileo}
Highway Street Construction

North American h1dusllial Ctmification (NAICS), ifkr.01vn (e.g. 336Zl2)
12131113  1iol
Employmenl lnformetlon (/f_vnu don't haw tMscfigurc,, .«c the
WfJrJ:sh, ,1 tJn thl! M rt pal! tr1 l'Slimnll.1)

Annual average nun,bc.r of employees

Tola I hours worked by all employees last year

62	
126.77

Sign here
Knowingly falsifying this document may result in a nnc.

Raset

Ai/ establishments covered by Pert 1904 must complete this Summa,y page, e•1en If nc work-related Injuries orillnesses occurred during the year. Remember lo review the Log to verify that the entries are complete and accurate before completing thi8 summa,y.
Using the Log, count Iha individual entries you made for each category. Then write the totals below, making sure you've added the entries from every page of the Log. If you had no cases, write ·o.•

EmpfD,vees, former employses, and their represaatatlve · havi, ll!e ngl,t lo review the OSHA Form 300 in its entirety. They also have limited access to the OSHA Form 301 or /l;s equ/va/enL See 29 CFR Part lfW4.35. In OSHA's recordkeeping rule, for further detsils on the access provisions for these forms.

:• Year 20 22

LJ_s, Department of Labor
OccupaUonal S.afety and H.alfh AdrnlnlslraUon

Form.ippro,i:JOMRno 1218-0/70

Number of Cases

Total number of	Total number of	Total number of cases	Total number of	
deaths	cases with days
away from work	with job transfer or restriction	other recordable cases	
0	3	0	0	
(G)	(H)	(I)	(J)

Number of Days

Total number of days
away from work
	33	
(K)

Total number of days of job transfer or reslriction
	0	
(L)

ln;ury and Illness Types

Coinµ,)' executive
Phune 9042606393

Totnl number of
(M)
(1) Injuries	3	(4) Poisonings	0	
(2) Skin disorders	
0	
(5) Mearing loss	0	
(3) Rcspiralory c0ndi1io1L	
	0		(6) All other ilinesses		0		

Post this Summary page from February 1 to April 30 of lhe year following the year ,:oven:d by Ibo fonn.
rub lie l jl('lt1ing butdcn for lhiJ collection urinfonna.liron cs.linmct.l lo ;;allt'MS,C K n,inulcs pc1 1cspo i11dudini limt" lo rc..,icw 1hc ins1ructi1111ru, ra:h :tncl pdic, U:c d;al:1 !\N"dtd. end COlrflld ami rc. •iC\'\' I coHcctH",n nrinrom'3tinn. Pm,n11" 11c nntrcqllin:d Jo l\."SfU"ncl lo lb collcclion nrinrnl"mlllk>I\ unk " itdiioplays a CtUttnlly ,alid 0MB caulJc) 1mmber If you have an, c,1mn1tnt1;11\111111 c.c;.linutt.!I or any olhc1 aspttU nflhis daaa c lltttio11, rnauct: USOq,anmcnt of Latinr, O HA omcc- flfSt:11is1it"al An.a1y:ds, Roann N-Jfi44. 200 Cc,rl,1i1111inn AYcnuc. NW Washington. DC 20210. Oonntsr:1.J 11-i( ctm11lelied fonns w d16offire.

Noto: You can type input into this form and sov-0it
Secau5e the forms in this !llcordkeep1ng package are· iil81:lle/wntabie"
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the saveour ITlputs \1sln9 tl>e free o\tlcibe PDF R ade,r, In a<fdllion. lhe forms arc programmed lo aulo-ca1culalll as appropriate.

OSHA's Form 300 (Rev. 04/2004)
Log of Work-Related Injuries and Illnesses
Please Record:
in(orrnation abo(lr r>V"f'J work-rPi'iiled deoili and ()/;,out P.Ve.•y work-relarerf injurvor 1//ne s rhor involves loss of con. c,ourncs:., rcslrii:ledwork activ,:y LJI jcb irans!'c!r, day, nw.:iy from work, or rncdfcal /'n!!J/m!!11I be_vcnd firs, uid
Si,in,ficCJ'l( work-ref med injur,e 1:1nd il!."lt!W!S lhar are diaor.:.HeC by a phy!iicion or /Jcen:;t?d health core pr!Jfernonal

Reminders:
- Complete nn ln1ury and Illness Incident Report (OSHA Form 30 I) or equivalenr form for ea h injury or illness recorded on this form I( you're no! sur whether a case1s recordable, call your local OSHA office for help

Year 20 21	

Attention: This. form contains lnfom1ation relating to employee healt.'1 and must be Used In a manner that pro eels !he conf1dent1anty ol employees to !he extent possible v.hlle the lnformaL-on Is being used for oE;cupaUonal safetv and healtti purposes

U.S. Department of Labor
Occupat/on11J Sefofy 1tntl Ho11lth Arlmlnlslnflon

Es/ael-l,hmcnl name  _s_e_s_ch_a_n_d_s_m_i_th_C_1v_i_l _G_r_o_L_1p_,_1_n_c-_.

, 1V?rk.·r le1ied ;r.jmi1-1 and iffr.csses !hat rne!!t any of (he spt?ci/Jc recordmg crif M  ii1tcd in 29 CFR Part I ?D-1 €,
rl1"ouc;h I90'1 il

Feet free rouse two lines for o single case if you need to
Complece tlie 5 seepI for each co.te

rnv St. Augustine

s,.,,. Florida

Step 1. Identify the person

(A)	(8)
Employee's n mc

(C)
Jr1h t\lle

Step 2. Describe the case

(D)	(E)
Dute of injury	Where lhe C\'cnt oc-turrtd

(F)
Ducrlb Injury \1-r lllntu, pi,rts or body

Step 3 Classify the case

SCLECT ONLY ONE c,rcfc based Ofl lhc­

most sarious oulcome

Enter the number of days the Injured or ti{ worlt.erwas;

Steps.

SGlscf OM column:

1,•_i;. il°(.ild•I

or onse:r of illness

{ct g, Luodi1lg r.lvck ,1orlh encl) nm.•cttd. i.ind Objttl/substancc lh:1t

1

1:. :11, : ':!1 · .\ l Jcl, ;;:,7; ., : 11 :i, ;11

Remo/nod al Work	Ulhen

(cg, 2,'/IJJ

ace: \ lr:m· to, ch)

I

Outh
(Gl

Oo11y• •way Job tran•F•r  ortier r•eont•	Away		On job from work or rastrlction	able CH••	 from	trnntferor

(H)	(I)	(J)	work
(K)	
0	0	0	0	
0	0	0	5	

rostrtcllon

0

(L)

(M) I ,l

:a'	f1	"	;

C

; (;
"
;;;	:;  "''

I Reset 11	Lawerance Head

Foreman	/	Jobsite
m<.,n1ri1 day

Strain of right hip	 0

il.:t'fS

d-,y•.

(1)  (2)  (3)  (4) (5)  {6)
@00000

! Res!i) 2	John David Cone

Foreman	/	Jobsite

Left Shoulder	0	70

	 0

rrunu, ,oay		 	

oay  

,;..y!<

@00000

(!i,1 1:1		
 set]

IR Sili]

, 	 	

,Tl()r,11'\ I rla)-

0
0

0	0	0
0	0	0
0  0 0

rlar	

Oiljlo	000000	

t1.:iys	

t.l.:iy:;	000000	

,j;;ys	

-- ·1YS	000000	

di1y5

c.:i	000000

 
	 	 0

-m-':111'"- C-'!,,y-	0

	 	 0
	 	 0

0	0 0
0	0  0
0	0 0
0	0 0

d,)y:.

  d.lys  

U,1y

ll,.y:.  000000
(!.)y>  000000
,;,i !,	000000

	 	 0

0 0 0	iJ.iy>

o:ays 000000

''1:!"!,c 1,:•c,r::11;. hir..:c·t: for ::1, 111:ll,1:_.r ,-J i1;1,,,m;,11m: 1 <'.•:iri:J\l·,! iv ,1\·.:r,,;i:c 1-1 ,1)111:::c r,c1 11 r-i11,,:, 11ich,,!u \! tiih! 1,1 ,:y;,1, :l,l·
1n,1;,:::1i,,:: • ,,,rc:i :u:i: :,:1: r :he: •.I ::co r.. ·, dtd 11n,I c,m1r::-1c ,11u: 11·\ :<·11 lh•: c1ikc:1,:r-: "[ :n1;,ri:,.1t:1)1: f'l·f'-('f1 ,:r 11;.'I :r,.11111::,: tr:
1 ·.,:ir,111 rn :l:r .•l:a(1P\l r-1 ::1r,mri 1 1,. t>=,k , ,, di,;,1.1 ·• :, e11:.rnli) , ,1! ,I' ),\1II cor.::ri: ,1,,,,11w; If :,1: 11 ·1,· .lr'y ..:tF11,,:,i:1 ,11•:;1:: II ,·,c

I Add a Form Page

Page totals ► 0	0	1	0	5	70	2	0  0  0  0	0

·: ..1,:1: ,1,.. :l' :0,1_. l:!!i:.•r ;"I"- ; ..r,1.,, ,r .t.1 l••lf,·.:1i,m L•>i•! 1..:;, us n,p •nmc:1111r L:,i<i,,c, 0s;) r, (lf!in· ,·I S:.•1!,1.,:,,! ,1,,..1,},i, ii,,,,
\- ,r,.: I. r:/1{ ,.11-Cih::i, o \ ,..,,,,, '\\  \1, ;1,ha11::.}:''. \)C -1.:' 1 l 0,i "''' ,o,,/ da: L,,,•1 1:.-h:,I r,.u:· 1t• 11 ,-; , !Tl,.:

Be Ju,·a :a lransf9r :he £· tnla/:; Iv !!111 S1Jmmary page tForm J(;0A) i.J€,fr,,-c, ycu post I!

(1)  (2) (3)  (4)  (5)  (6)

Nat : You can typo Input Into this form11nd save It.
Becausa lhe forms !n lhls recordkeeplng package are "fillable/Writable"
PDF documents, you can type Into the Input form fields and lhen save y01Jr Inputs using the free Adoba PDF Reader.

.·: OSHA 's Form 300A (Rev. 04/2004)
Summary of Work-Related Injuries and Illnesses

All asrablishmsnls coverea by P811 1904 mus/ comp/ere 1/)(8 Summery page, even if no work-related fnjurles or llfnesses occurrod during the year. Remember to review th& Log to velify 1/ull /he enlr.os em complete end accurate b&fore completing this summary.

·o.•

Using the Lag, count the lndivldue/ entries you msde for each category. Then write the totals below. making sure you've added the entries from every pege of the Log. If you had no cases, write
Employees, former employees, and their represenlatives have the right to review the OSHA Fonn 300 In Its entirety. They al/lo hav11 limiled access lo the OSHA Form 301 or Ifs equ/,,,a/ent. Soo 29 CFR Parl 1904.35, in OSHA's recordkeap/ng ro/9. fprfurlhBrdalai/s on lhe access provisions for these forms.

Year 2(J 21

U.S. Departmflnt of Labor
Occup•llon•I S•f•IY •nd HHltrt Adtrtlnla ratlon

F01m approvalOMB no. 1211 l76

Establishment Information

- -

Besch and Smith Civil Group, Inc.

Street 345 Cumberland Industrial Ct.

Cityst. Augustine

s1a1e Florida zip 32095

Industry description (e.g., Ma11ujacture ofma1or /nick 1rollers)
Heavy Civil Construction	
North American Industrial Classif!Calion (NAICS), ifknown (e.g., 336212)
12131s19l1lo
Employment Information (I/you don't havt! the,eflgure,, ••• the
Worlahee/ an the 11at page to e.stin,a/e.)

Annual average number of employees

Total hours worked by all employees last year

56	
 116,480.00

Sign here

I certify that I have ='2\:J this u
myr. nn:bue,

Knowingly falsifying tbls docu mtn may result lo II noe.

COl!lplny CllecutiVe
Phonc:904-260-6393

Tille
Dar.,03/09/2022

Reset

Nu111ber of Cases

Total number of	Total oumber of	Total number of cases	Total number of	
deaths	cases with days	with job transfer or	other recordable	
	away from work	restriction	cases	
	0	0	1	0	
(G)	(H)	(I)	(J)

N11mhPr of Days

Total number of days away from work
	5	

Total nmnber of days of job transfer or restriction
	70	

(K)	(L)

tnJUfl' and Illness Tvpes

Total number of

(1) Injuries	2	(4J Poisonings	0	
(2) Skin disorders	  D		(5) Hearing loss	0	
(3) Respiratory conditions	0	(6) All other illnesses	0	

(M)

Posl lhis Summary page from February 1 lo April 30 of lhe JfNI' fol/owing Ille ytMr tf>Vered by Iha form.
l'\1tlllc, ttpGrlin: tK1rd 11(i;a:r-ih'it. eoflC'rl.lon ciTINlormil:DII h. aah-Jd; tu ■"RCD  11 ml111ulcs pu ,aporuc, ,nclwlna 1ic:,c w, fC\•itw t {n:ctnC1.0ns, 'JGll'cll lid' SJl!h<r Ult d:lb llcrc:ff, utc a11•rk11; uKI•"'ii;._,.- O,c-1."0lk:::1i:mcii111rg11mltti1u l'<net:s 1,c -to:: rc-q_uicil ro(JC)nlf :o U!c. c:olbl=:lr1;1t1 ofir,1'un1.1fnn unla,i it d lay,11.c !)' v;aliJ OM.Dcmtrtr-111WMa-lr)'Dl1haTC" itny t.ommr:.Cl:U 11.buu: i!IICSC: CSlJ1tutcs Dl7Ll'f Ulktr	urltth ILII•• m:lc(tlan_ o.moc-,1US 011lJmrnn1!111. or Lwibol. OiSf'(A Oflirc of S1ei1.Ilkl.l A.11111)':sis, llOClffl N·l6"+4, .200 Ccmllllilhin A\ed"f. NW,
Wn.l\1n OC lQl IO i)o oot l<od lb< COOjl!dcd fe<rM lo tbl, olT.,.

If so, where and why?   N_IA		_

Has any officer or partner of your organization ever been an officer, partner, or owner of some other organization that has failed to complete a construction contract? Yes (_) No (0
If so, state name of individual, other organization and reason therefore _N_/_A	_

NAI

List any and all litigation to which the organization has been a party in the last five (5) years.
:0

(f'.(, :·,l,18:

Has organization or any of its affiliates ever been either disqualified or denied prequalification status by a governmental entity? Yes U No (0

If so, discuss the circumstances surrounding such denial or disqualification as well as the date thereof.
NIA

I  I	LIi

Within the past five (5) years, has organization failed to complete a project within the scheduled contract time? Yes U No )
If so, discuss the circumstances surrounding such failure to complete a project on time as well as the date thereof.
NIA

List all projects currently under contract, with a remaining contract amount of over $100,000.00 (excluding retainage) and with an expected remaining contract duration in excess of 120 days (to substantial completion).
Marineland Acres
Rutledge Pearson Elementary Trailmark Phase I0

North Holmes Blvd and King Street Ext

Identify all subcontractors Contractor intends on utilizing for the project and describe the portion and percentage of work to be performed by each subcontractor.
Kudzue Paving - Asphalt Paving	 JB Coxwell - Unsuitable haul off
GPH - Televising / Flushing Tater Farms - Grassing

[Remainder of Page Left Intentionally Blank]

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent Information requested by the Boggy Branch Community Development District or their authorized agents, deemed necessary to verify the statements made in this application or attachments hereto, or necessary to determine whether the Boggy Branch Community Development District should qualify the Proposer for providing a Proposal for Its construction projects, including such matters as the Proposer's
.,.bllity, standingintegrity, quality ofperformance, effiClenc:yandgn :l tion J-	

/3	/&1

/ 1role	e.cxb	je.f'tf--
(Type Nae   and Title of Person Signing)

This --J

:,i--	fl()	J

la«.h.

day of Il

2023.

(Corporate Seal}

r

worr'f'fdl.ltfet.b)VIF&Rfl N.L.:.,;l se.::.t-+-_ day of 	M_a_rc_h NOTARY PUBLIC
STATE OF FLORIDA

2023.

NO. HH319586

MY COMMISSION EXPIRES OCT.06, 2026

(Seal)

Company Name Besch and Smith Civil:Group, Inc.

CORPORATE OFFICERS

r
Date 	

_...;3/c.	1;._/2_02_3	

NAME OF PROPOSER	
POSITION OR TITLE	CORPORATE RESPONSIBILITIES	INDIVIDUAL'S
RESIDENCE CITY, STATE	
Nicole Besch	President	Financial, estimating,
oroiect mana,ginJ:?	St. Augustine, FL	
Berry Besch	Vice President / Superintendent	Field production	
St. Augustine, FL	

				

				

FOR PARENT COMPANY (if applicable)	

				

provide the followinQ information for Officers of the Proposer and parent comoanv, if anv.

SUPERVISORY PERSONNEL	,	i'

Company Name  Be ch and Smith Civil Group, 1nc.	Date 	3 /l-"-/2_0_2_3	
What is the experience of the key management and supervisory personnel of the Proposer company for both administration as well as operations? (Attach

INDIVIDUAL'S NAME	
PRESENT TITLE	
DESCRIPTION OF DIRECT JOB RESPONSIBILITIES	YEARS OF EXPERIENCE IN PRESENT
POSITION	TOTAL YEARS OF RELATED EXPERIENCE	

Nicole Besch	
President	Office Supervision	
10	
19	

Barry Besch	
Superintendent	
Field Supervision	
10	
32	

Duane Moore	
Foreman	
Earthwork Supervision	
30	
35	

JohnGeores	
Foreman	
Roadway Supervision	
19	
35	

Josh Crane	
Survey Manager	
Survey Management	
10	
12	

					

					

					

resumes of key oersonnel here)

Nicole Besch
if,14 Plcas,ml Colony Laue, 1':lklon FL 32033 Phone (904) 994 5172

Opcratious Mai L 'Cmeul iu Civil Conslrucliou inducling ro;1clways, parking lols, parks, schools, storm-water manai,rcmcnl facililies, ;1sphah repairs, erosion repairs, & undcr11rnund ulililics.

Education	
University of North Horida BS C1imi11alJusticc (2001)
Univcrsily of North Fl01icla BS Psycholos,,y (2001)

Certifications

Florida Underground Utility & Excavaliou License C{lCl 224085
Horicla ContrncLor V :Fircmain l.iceusc FPC11-00004,2

Besch & Smith Civil Group Inc. (2011 to Current)
St. Augustine. FL
foh D111i ·s: Estirnatiug, Prqjecl Maua1,-cmcn1, Project Scheduling, Submillal Proccssiug, Malc1ial &. Supply Orders, Adminislralion of Subcoulracl.s, Prc-qualilications, Aueud,mcc al Pre-hid & Pre-construction mcclin& , Signing of Conlacl:. aud Paymcnl & Pcrfonnauce Bonds, Operations Mauagemcnl inrluding; Field, Accounts Payable, Estimating, Contracl Negotiation, Marketing & Sales, & Equipmcnl M:iintcrnmcc.

Jacksonville en	Conslrndion Inc. (.2001 to 2011)
St .Augustine, FL

.lHh Du(ll· : Estimating, Prqjcd Mcu1agcmcul, Projccl Schcduliug, Submiual Processi.11g, Material & Supply Orders, AdmiJ1islralion of Subconlrncls, Prc-qualiltrntions, Auenclance al Pre-bid&. Prc-,·onslruction meetings

References

Mall Lahti	 Gulfstream Design Grnup	Phone: (904) 806-2898 Mike Kelter	Lcg,1.fy Ci.vii Engineers Phone: (90tf,) 338-128,t,

PART Il. PROPOSAL FORM - (B) PERSONNEL & EQUIPMENT

For each manager, supervisor and key person who wil( l;e directly working on and/or responsible for the Project please provide the following ihformation:
Name:	..rr	Gh
Title:  sv.per:lo+wde.-n L	­

 S+..   kl.	'nl r;1.,.	3

Office Location: 3':\ 5 CLtmtzer to.cd	 \00Utiricu  Ct.

% of Time to Be Devoted to Pmjcct:_--'0:;:...O=-?,	:b:...-	_

Provide the following infonnation for at LEAST THREE projects similar to the Project
where the manager/ supervisor/ key personnel were involved.

Project l
Project Name, Location: '"'Tto.J I roru:k  P00.Se:  J-.- B / s.+..P, u.s.J1re, f

wav

Time Period of Project: Qecem\aer: w l7  - Rb  (UJlYl.JL20IC,
'Demo \\1i0(') , c, o..r-,()'3 a..nd <3 i"'?J,
Descri lion of Project: 'C:JMer:CDO--tb		_<&lee	S±o.ca:"') .

Ma

dYCl.,ln, oo.s-e --t	p01v<n°" 1 cu:b ..,._	1deWC'Al'K,	+.<ti>1nq
°'" sr0ol¼}L ,	'3to.£siog.
Role of Manager/ Supervisor/ Key Personnel: fo.	\.enden+

,
Reference COnlaci:		'2-)y lr;t
Contact Phone/E-Mail 2t{)-5;=i:z , (Qrech+7-@e-ln1"1C ·lDrY\
I

Project 2

Project Name I Location:	Lo.f)d, ·	
Time Period ofProject:	(	2017 - June ZO I	.
ClEUn'n£A-t-	 ru.100,' , W-ftw" orK, s-to(m drrun,

o.nd .\Jo..v,ng , s+r,·pin(3	a s;0 7) ,

Doesoc.srieption of roject: \Nu.Jex0'¥MO	(ACD.V		,Stwe.r -1o.a:e..mo.in,
-ODci CjalS.S.t	..•_..	_
Role of Manager/ Supervisor/ Key Personnel:	Su.pee\ meod•ecrt

Reference Contact:	µ_lA..+t LoJ,rj
ContactPhonc/E-Mail: (90°Y:) 7Cl4 - lff3J	'iliiitfil9wfitrwmct
Project 3
P ject Name I Location: l)fer-b'el d. 1.JeadowS I s+. B11tj11Snrept·
Time Period of Project:  Nl\.(ch	w,a - t=e..bYU.a.rU\ w  lb
c.,\ea.rt"nOi Mel	<?.fU.bbi'noi  I e'orthwo(K,

S, q,e	,:oo.o-e

Description of Project:  S::tortna'r:n lQ  ,_$J1}.  --\era:Jt)' ,O 
l'.j(<A;Y-i-N	WY	00	V1h . sfr,p•A ard
l	Q.0 	Q._  ,-1....l,O,.:::!..J..i..!l_:  u,::J.-	
Role of Manager/ Supervisor/ Key Personnel	5u.perjo+end €f)-\-

Reference Contact		 •		I

Contact Phone/E-=Ma;=	L=- 4321 / Ma:H:	O)I
(Attach resume, and use additionaJ sheets as appropriate.)	7

Barry Besch
2148 Waterplant Road St. Augustine, FL 32092 Phone (904) 994-5171

Supervision of civil construction projects including roadways, parking lots, parks, schools, storm­ water management facilities, asphalt repairs, erosion repairs, & underground utilities.
l'rofessional Aecom 
Education
St. Augustine High School (1998)

Certifications
CPR/First Aid	•	FDEP Stormwater Erosion &
FOOT Maintenace of Traffic	Sedimentation Control
Trench Safety/Confined Space & 10 Hour Osha
.Employmen,t l-listoiy
Besch & Smith Civil Group Inc.	(2011 to CuITent)
St Augustin , FL
Job Duties: Field Management for the following operations: erosion control, clearing & grubbing, earthwork, pond liners, gravity sewer, lift stations, force-main, storm drainage, water­ main, concrete, base & paving, striping & signage. & grassing.
Jacksonville Eighteen Construction Inc. (2004 to 2011) St. Augustine, FL
Tob Duties: Field Management for the following operations: erosion control, clearing & grubbing, earthwork, pond liners, gravity sewer, lift stations, force-main, storm drainage, water­ main, concrete, base & paving, sniping & signage, & grassing. Duties also included estimating, project management, project scheduling, submittal processing, material & supply orders.
Earthworks of Northeast Florida (2001 to.2004)
Jacksonville, FL

ob Duties: Equipment Ope1·ation including: Bull Dozer, Loader, Excavator, Roller, & Pan
VJ Us:ina Contracting (1998 to 2001)
Jacksonville, FL
Job Duti<.>s: Equipment Operation including: Bull Dozer, Loader, Excavator, Roller, & Pan

References Matt Lahti Dale Vaughn

Gulfstream Design Group Inc.

St.Johns County Parks

Phone: (904) 806-2898

Phone; (904) 669-0391

PART Il. PROPOSAL FORM- (B) PERSONNEL & EQUIPMENT

For each manager, supervi.;·or and key person who will he directly working on and/or responsible for the Project, please provide the following information:

Name:  Duane,

Title:----':.G..1-'   :.._:_::_+-+_	_.:::E::::....o,r-:--=-- -L.L.JL."'-L...L...!,	._, ........._. =-----
Office Location:3	5-01mbif lQ-00  lndu
 -\. Pr\A.fAu..S::iioL f  L.	31-095	.	..

£'.s l

 -y 	f·1e.ld a.nagemeA-t-	+he	t\ow,n opero:h6f1S - orporation,Responsibilities:.e.r:os1ro eoo::txo, I ctea.nw "i·Ji\YJ,t,bb!09'	wo k pond	\ \<"'le<"$ 1 '1ro.v,¾ &e'VV« , 1 i F-t- sta.-·-tn>n°;J·fixt!.e.mo:.t"n , -.s-tur-rri dra,n
	A - et:eAt e	pav,09-,, - -± .1. wgeJ

Years in CL1rrent Position-:-=-'3---V--- .,	,..	 	_
Proposed Role for the Pr 1c t:---'"'-'-e,.....,a""-"J..y_...,}0....0...4.-.-=--_,t""-""G.r.:::..:....._+h	'-"-"'WQ=(._k.'--- 

% of Time to Be Devoted to Project:_=lo:...:0"'--1.-i-=-()	_

Provide the following infonnation for at LEAST THREE projects similar to the Project
where the manager / supervisor / key personnel were involved.

etru

Project 1
Project Name I Location: PineIOU'..e.S	U.nt-1:: Y	e 3 /Jo.d::stnvi lie,i

n °"'

Time Period of Project: Novcm'oer: -Z018- s	 ber ZOl"l	,41-"

Description of Project:	1	O /i.g :po..111,

\)emoH"tit>n  , c\ eo.n	d	rw,bl:n<j , eD.J
WO(K	5drolrrn dmi 
'cus,e "i-	v•'1'j , st<i p,·n0 Mc(	srgn	,e. , ll"1
Role of Manager/ Supervisor / Key Personnel: Cleari n	Q(\ d

Eax-1:bwovK	 -Foreman	

Project 2
Project Name/Location:	hose 3

r/ s+. B:!PUS"Hhe)

Time Period of Project: NovlrYJW 	io  lB - ,}().nu..Q,(]L\_ '2Dl9
t)erno\'\ on , c \ear,n°} a..ncJ.	r i	n9, ear4rl

n{j.

Description. of Project: 't,COYK	 S:lnx:a.Ld  ·ll	wa...4:er: mCLlO	base

Refe=ceConlact:	j   1= '2.Ja.LI

4-  po.v,00 , S+i'tpif1t3'-+- Sl'3na.c::3e	/a.,n d	<?)Yll.Sfi

Role of Manage1· / Supt.Jrvisor / Key Personnet:.Clfil a.r1QworK

ContactPhone/E-Mail: 	-13 =Jeie	
Project 3	c\es\ (I • ntt

.	O()Vl\U' 1f

Project Name/ Location:.tltirood 	/ lruY1bieK3  DmJ e. lb
Time Period of Project:llih}ber 201lo - t)ecem:.JeY W  17
c,,ear·1 nC\ + £?)ru..b •bi nO\ , ea.r+h W-OV'k,
Description of Proje t: s+:orrnJdr:a.., Q 1	,,u; Ll'±½	nrJ\1J<'4,.-.rn. e,tYtI
tnse4pQY\·o:3, s+t,p,09*  s1 mge., o..od grn.ss,Y9.
Role of Manager t Supervisor t Key Personnel:..(.Jeari 0£3 a..od
Eo.x-+bwcrK  fov:'C{Y) Q.JJ

=

Reference Contact:		IY\S
Contact Phone/E-Mail: = \	/$('('0f)jS@CoJtl€SC0
(Attach resume, and use additional shee1s as appropriate.)'

Duane A Moore
4446 Love Land P11ss Drive E.asLJacksonville, Florida 32210

Foreman in Civil Co11struction projects including: roadways, parki11g lots, parks, schools, storm-waler management facilities, asphalt repairs, erosion repairs, and underground utilities.

1rofcssi ua.l Ac ·om 1Ji hm 'uls

Education

George Washington High School- Charleston, West Virginia Certifir.ations
10 HR. OSHA safety
}"DOT Maintenance of Traffic fut.crmediate

Besch aud Smitl1 Civil Group, hie. (2012-Present)
Saint Augustine, Florida
·ou D11t i<·s: Field management for the following operations: erosion control, clearing and grubbing, earthwork, pond liners, gravily sewer, lift statious, force main, stonn drainage, water main, concrete base and paving, striping, signage, and grassing.

Jacksonville Eighteen Construction (1990-2012)
oh Duti ·•·: Field management for the followiug operal'ions: erosion c·ontrol, deariug and grubbing, earthwork, pond liners, gravity sewer, lift stations, force main, storm drainage, water main, concrete base and paving, striping, signage, and grassing.

Haskell (2012)

References:

Name: Nicole Besch Name: Richard Smith Name: Eddie Smith

Phone Nwnber. (904)-994-5172

Phone Number. (904)-229-8000

Phone Number. (904)-814-2571

PART Il.  PROPOSAL FORM- (B) PERSONNEL & EQUIPMENT

For each manager, supervisor and key person who will_ be directly working on and/or respom;iblefor the Project, please provide thefi,llowi,zg information:

Name:Jobn  G
Title: Qoo.d'L\[ili1 fut:ffil	,,.Q-t..-Q.	_
Office Location:	3L\ 5  Cu.n::t.bec to..nd	lodu.. -wo....A ct-.

	Fl.	 3	
Corporation Responsibilitiesd2oodwa. \:'en'.)Ol1 fuc +be
Ju,\ow1n9  opero,,iions '· su.n0 rn.de a.no\ ume rodC blse .
Years in Current Position:_ ....2...-=---0.  ""'y+"e--'aVO_,do...r.s..  ..	_
Proposed Role for the Project:  Qoo.d \NQ1j	fo(t mCl{)

% of Time to Be Devoted to Project:._-==(Q==--0--=--t!!..:o:..	 _

Provide the following infonnation for at LEAST THREE projects similar to the Project where the manager / supervisor / key personneJ were involved.

Project 1

$4- -	n I

ProjectName/Locatioa:QoNenswoocl Drive., twai0QO#  \mp I, e' Time Period of Project: Se.ptea)ner ZD),9 -	R:bruo?zo Description of P1oject:l)e0'.X)lr\:il)Q I d.fil q.- 0nJ...5bl OCj,
s1U/J:f\ dro,.io ,  hose	pav:,Gj , s+ci p\OO)	Jio/0%e.
Role of Manager/ Supervisor / Key Personnel:	RrodY\lOJ.j ft)t::f.llXl()

Reference Contact: l)cnoie ro..ck e±t 
ConU!ctPhone/E-Mail: (900) W9-Q\Y2. / d::\n.d<ett@S)df .US

Project 2
ProjectNarne/Location:-11:s\iPLA La.'le. P>\vd. Qtrue  \ iMel C6eJ=L.
J	(
Time Period of Project:_Qcl:ovex		:?QIB - 0 (;,fnb-er Wl9
cscription ofI rojc t:\Jemo\d:iDO	.LOA+   ru.bbi0Oi
ea.rfh worK 1	+oun drQ. O , 1/\10..,--'er rv-<et.,() , bcue. ..,.-J
1
\)Q.V\O , sd·r1pinlj- -s.1-q , cwd	mssin'j.

Role of Manager/ Supervisor I Key Personnel:_c: 'w1._l,_uo.M,.1----'--l.,.t-LI-...LL.1,.L,U.

/j

Reference Contact:	\	f	C,.u.()eo
  	
Contact Phone/E-Mail: (_ia  2.9-034 to	cu.neo	Csi fJeD .Com
Project 3
ProjectName/Location: Wocd\uwo  Qmd \fi{l'bvcments /..s.. fw0¥Jt_1
Time Period f Project: June Wlto - Ha..rch ZQ11

oo.v,09. ,

De ription of Project: CJeari q_3  ruhbiOQ I f Ot+bwork: 1 s-tor!Y) 00 d •	cu.r-b  sid vvo..1 t. ,  etse. -+ pcxv; , s+r,fi"l'Yj c:4-: s,qnll£3e  ,· a.ad '1ross1og,

Reference Conract: - =  I

ii-

Role of Manager/ Supervisor/ Key Porsotmcl:_2.aodl,I\.Ja    tl2rea)l/)

,	oe

ContactPhone/E-Mad;  --	_ Z}_:: l _3y/ Scoff@ t{Yl±±hewsdestC,I
(Attach resume, and use additional sheets as appropriate.)

John F Geores
,i()(i I Scmi11uk P<>inl Ct. saint Aw.,'Usliue, Florida :1208(i

Ccmsu·ucli011 Frn·cman in Civil Cons!nirlion i11dudi11g ro.1d1mys, parking lots, parks, schools, slorm-walcr maii;\J\"cnu:nl fadlilics,
asphalt repair-:;, erosion repairs, mid Ull(krgroun<I utilities.

•

/lO Houi· OSHA Nafcly
Compl'lcnl Pcr on Courses
Firsl aid
1'1)OT Mainlcnaun: ofTrnllic lulcrmcdiate.
Trained areal lili opcrnlor
Gl'S equipment

Besch and Smith Civil Group, Inc. (2013--201.5)
Saint Augustine, 1<1.orida

o	)111i l1'orcm;m for ll1c follrn1 11g opcnitious: crnsion c,mtrol, clearing aud gn.1bhing, enrlhwork, pond liners, gravity sewer, lill
stntio11, forc1:-m:ii11, slo1m clrni,m_gl', " •lcr- main, c-0111Tclt:, base atlcl pavi111<, slrl1>i11g, ,mu 111,1s i11g,
Prince Contractnrs (1998-2013)
Tampa, Florida
.lob l>ulics: l1or man lor the followi11g opcrnliom: crnsiou rnntr<>I, dcai·ing and grubhitig, cruthwork, po11d liners, !,'l<wity sewer, lift. stution, forc-c-main, slorm clrni1111Jl ·, w,,lcr- mniu, 1·011ffclc., base 11111[ p,wi111;, s1J1pi.ui;, ;uul grn sing.

Foreman and all area. of roacl 1·011s1J·u<·tio11.

All-Ri:ie Paving (1995-1998)
Pompano, F1orida

J11h D111ic : E11uipmcul opcrnlor i11duding: loader, bulldozc1·, and molor gradc1·.

References

Name:	Roy Rains	Phone Number: :{,',2,-,t.00-l!>7(i

Name: Hoger Hanly	!'hone Number: ,U,7-702-B,'177

Name:	Iggy Hen-cm	l'houc Number: !l!M-6StJ-llOli7

PART II. PROPOSAL FORM - (B) PERSONNEL & EQUIPMENT

For each manager, .fupervisor and key person who will be directly working on and/or responsible for the Project, please provide the following information:

Corporation  Responsibilities:	ux-vel1  For-eoJ(lf) :toC constru.,d-ion
I0':'.'.)01.d: 1 ('_oj CUJQ;\i00 S , 0,.S	bu.i.J-   -i--O-	f
Years in Current Position:----=-l-1.l--'I\J:-,..,,=·.._$=	­
Proposed Role for the Project:	Q\ JYVe½) o.oJCu..\Q.Af O()	a.od
IlS-bw l± cl,a.ft)n0
% of Time to Be Devoted to Project:_	,_,""'--l....	 _

Provide the foJlowing information for at LEAST THREE projects similar to the Project where the manager/ supervisor/ key personnel were involved.

Project 1
Project Name/ Location: Thunder l,o\+ Rood  Po.rK  / Flen,',09J5\a.nd , I
Time Period of Project:-1±p.r1J---20\ 9 -  Harch 2020
Dcscri1 Cion of Project:_t)emo\·r1:wo  (-\:b W (Y{ l<...I ro  Vrt1A &e.Wer, s+ot d n, V"   rna..[n 1  ·re. n,   bo.se  pc,.vi rr'<:), strlpln Si<1ooge  ;  irr ·1011-:hm  1 a.ad grasSi OE).
Role of Manager/ Supervisor/ Key Personnel:  f\-<; -  bw  lt 

07- i

Refi:rence	ontact:	'uo,y	<2;i II 
Contact Phone/E-Mail: (9m),	l	5

t d9,1-e@e.i SO'.W)Yu.5SO. cor

Project 2

Project  Name/  Location:.JiliJroa.rk

$+.	us·tW

H..
'

Time Period of Project:_._-..1 .1..u:.zi --Z=O l _1_--:c:x.
Description of	roject:]yCCO.Li±i  WC&k'.Y['Ol\.iQ  0rnV}:tk:1_Sewe.(, n

SI	n

·

q, w.al--l..!..ll!..1 --------

dr- n,  G	-I-- po..v\() '	cw-	b	-.I- Si dewo...tE I S-t-ri (Ji'nC)

Reference Contact:	rech-\-

Contact Phone/E-Mail: {g_oy) :Z,l.Q5 - 3'22.3	} fbrech  z..@e-trninc.com
1
Project 3
Project Name I Location:_&:l\f\lffi \ \ \	L.a..nd i 0	 / St. Prugu.s:litle, FL..

0%

Time Period of Project: R.bru.a..01 :Z0\7 - June 2018
Description of l'r.oject:C.1£0.ti	o.np qiru..1:212I		eoid-b vvorK' sromri
dn::t.in, \"feok.r rncut'"\ ,	YUVlf11  s w-e.r	· rre	rn0t-to,	bG\Se
<4-{)0.vio9 1 s+r;p,·o::) +   1<?)0 , a.n'd '?)n:tssineJ.
Role of Manager/ Supervisor/ Key Personnel: A:s.- bul.tl
r
Reference Contact:	Ha ii	Loh+;
Contact Phone/E-Mail: (cwu ):JC\y - Lj'Z.?, l  / roatt@ •<Jl
(Attach resume, and use additional sheets as appropriate.)	(()

Joshua Crane
8261 Osteen St:rcer,Jat'k onvillc, Flo1ida 32210

Su1-vey Managcmcot iu Civil co11structio11 i11clmli11g roa1h1 .iys, parki11g lots, p.ark:;, sd1ools, storm-waler man;1gemcnt facilities, asphall repairs, erosion repairs, a.ucl u11clcrgrou11d utilities.

E\lu · ·uu:

King George High School (June 1999)

C<_:_rtjficotiqn  au<l Trni11i1.ig

Auto cad Civil 3D 2019
Trimble Terra-model
Trimble Bwiness Center

fmplovmc.11l lJIDm:Y

U ·sd1 and Smith Civil Group, Inc. (2011- p ent) Saint.Augustine, florida

ob Duti ::_Sw·vey Foreman for comlrnclion layout, l·alculations, as-built dralling, aud preparalion 3D cmtlnvurk Jiles,

Jacks11vill Eighlr.A:11 Cowlruction (2009-20ll) Jack.,onvill.c, Florida

>Ii  J)uli; S111-vcy fon:mau for m11strnd.io11 Jayoul, calculatio11s, .is-built dr:ifli11x, and prcparatiou 8D carllnvork Jiles.

J\JJohns, Vallencourt, Superior, Cody's Surveying, Bartram Thill (2003-2009) l!fil.ll111i\:fil.l>a11.y Chief Stake and Layout

References

Name: Eddie Smith

Name: Nicole Besch

Phone Numbe1 (904)-814-2571

l'hone Number: (904)-994-5171

COMPANY OWNED MAJOR EQUIPMENT
(Attach additional sheets if necessary)
Company Name	Besch and Smith Civil Group, Inc.	Date 	

3 /1 /2--'-0-'23	

QUANTITY	
DESCRIPTION	
CAPACITY	No. LOCATED IN	
			FLORIDA	OTHER	

					

	C r,i,. r,i,.	A	-4--4-" r,i.	r			
	\..1\..1	rl.	lla	1\..1\...			

					

					

					

BESCH AND SMITH CIVIL GROUP INC		
--
LIST OF OWNED EQUIPMENT	
VEAR	MANUFACTURER	MODEL	TYPE	CONDITION	LOCATION	
2003	WESTERN STAR	4900EX	SEMI TRAILER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
2000	STERUNG	L7500	WATFRTRUCK	GOOD	HOME OFFICE ST. JOHNS COUNTY	
:,,003	DYNAPAC	CAlSO	ROLLER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	18' TOWMASTER	T-140	TRAILER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	18' MAUER DECK		TRAILER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	613C	TRACTOR SCRAPER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	2890	SKID STEER CTL	GOOD	HOME OFFICE ST. JOHNS COUN'TY	
	INGERSOL RAND	5040D	ROLLER	GOOD	HOME OFFICE ST. JOHNS COUN1'/	
	SAKAI	HLH-4	IWLLlK	GOOD	HOME OFFIU S'I. JOHNS COUNTY	
	MWI	6" SILENT PARTNER	PUMP	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2004	CASE	586G	FORKLIFT	GOOD	HOME OFFICE ST. JOHNS COUNTY	
2010	CAT	30SC	EXCAVATOR	GOOD	HOME OFFICE ST. JOHNS COUNTY	
2011	JOHN DEERE	524K	LOADER	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
2011	JOHN DEERE	524K	LOADER	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	JOHN DEERE	544K	LOADER	VERY GOOD	HOME OFFICE ST. JOl!NS COUNTY	
	JOHN DEERE	544K	LOADER	VERYGOOO	HOME OFFICE ST. JOHNS COUNTY	
	TEREX	RS350	MIXER	GOOD	HOME OFFICE ST. JOIINS COUNTY	
2013	CAT	12DM	MOTORGRAOER	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	TAMPO		TRAFFIC ROLLER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
2014	JOHN DEERE	333E	COMPACT TRAFFIC LOADER	EXCEil.ENT	HOME OFFICE ST. JOHNS COUN'TY	
	ROSCO		BROOM	GOOD	HOME. OFFICE ST.'JOHNS COUNTY	
	ROSCO		BROOM	GOOD	HOME OFFICE ST. JO INS COUNTY	
2008	BOMAG	llW124D	SINGLE DRUM VIBRATORY ROLlER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
2013	CAT	924K	WHEEL LOADER	VERY GOOD	HOME OFFICE ST. JOHNS .COUNTY	
2013	CAT	924K	WHEEL LOADER	VERY GOOD	HOME OFFICE ST. JOt1NS COUNTY	
2008	DYNAPAC	CA1440	SINGLE DRUM VIBRATORV ROLLER	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	OVNAPAC	CA2500	ROLlER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	DYNAPAC	CP1429	WHEEL ROLLER	GOOD	HOME OFFICE ST, JOHNS COUNTY	
	DYNAPAC	CS141	ROLLER	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	HITACHI	245Zl<LC-5	EXCAVATOR	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	CAT	305 E	EXCAVATOR	EXCELLENT	HOME OFFICE ST, JOHNS COUNTY	
	CAT	30SD	EXCAVATOR	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	CAT	305 E2	EXCAVATOR	EXCELlfNT	HOME OFFICE.ST. JOHNS COUNTY	
	CAT	312EL	EXCAVATOR	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	CAT	DSK	DOZER	EXCEll[NT	HOME OFFICE sr. JOHNS COUNTY	
	CAT	OSK	DOZER	EXCELLENT	HOME OFFICE ST, JOHlllS COUNTY	
2014	JOHN DEERE	SSOK	DOZER	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2014	JOHN DEERE	550K	OOZER	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	JOHN DEERE	SSOK	DOZER	EXCELLENT	HOME OFFlCE ST. JOHNS COUNTY	
2008	VOLVO	SD45D	VIBRATORY ROLLER	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	CAT	12H	MOTORGRADER	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	330	EXCAVATOR	GOOD	HOME OFFICE ST. JOHNS COUNTY	
	VOLVO	L70H	LOADER	VERVGOOD	HOME OFFICE ST.JPHNS COUNTY	
	JOHN DEERE	300GLC	EXCAVATOR	GOOD	HOMEOFFICT ST. JOHNS COUNTY	
	JOHN Dffl!E	5525	TRACTOR	VERVGOOD	HOME OFFICE sr.JOHNS COUN1'/	
	MASSEY FERGUSON	471	TRACTOR	VERVGOOD	HOMEO!;FICE ST. JOHNSJ:ouNTV	
	HAYBUSTER	2620		VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	938	LOADER	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	308	EXCAVATOR	VERVGOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	336	HYDRAULIC EXCAVATOR	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	M53l5	WHEELED EXCAVATOR	VERVGOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	CS44	VIBRATORY COMPACTOR	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
	CAT	613C	PAN TRACTOR SCRAPER	VERY GOOD	HOME OFFICE ST, JOHNS COUNTY	
	CAT	938M	WHEEL LOADER	VERY GOOD	HOME OFFICE ST. JOI/NS COUNTY	
	CAT	03	D02£'1W(GPS	VERY GOOD	HOME OFFICE ST. JOIINS COUNTY	
	FREIGITTUNER		WATER TRUCK	VERY GOOD	MOME OFFICE ST. JOHNS COUNTY	
	CHALLENGER		AG TRACTOR	VERY GOOD	HOME OFFICE ST. JOHNS COUNTY	
-	KOMATSU	290	EXCAVATOR	VERY GOOD	HOME oFnCEST. JOHNS COUNTY	
	HARROW		ATTACHMENr	VERY GOOD	HOME OFFICE ST. JOJ4NS COUNTY	
2012	INTERNATIONAL	4400	Wf\TER TRUCK	-	VERY GOOD	HOME OFFICE ST. JOHNS COUNlY	
	FREl(iHTUNER		WATER-TRUCK		VERY GOOD	HOME OFFICEST. JOJINS COUNTY	

 -	

-
2016	CAT	--	-
TANDEM DUMP TRUCK	EXCEUENT	HOME OFFICEST. JOHIIIS COUNiY	
2016	CAT	--
CT660	TANDEM DUMP TRUCK	EXCELLENT	HOME OFFICEST. JOHNS COUNTY	
2012
-	TOYOTA	TACOMA	PICKUP fRUCK	EXCELLENT	tlOMEOFFIC[ ST. JOHNS COUNTY	
2.008
2014	CHEVROLET	SILVERADO	PICKUP TRUCK	VERY GOOD	HOME OfFICE ST. JOHNS COUNTY	
	DODGE	RAM	PIPE TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2014	DODGE	RAM	PIPE TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUN1Y	
2013	DODGE	RAM	PIPE TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2015
>---·•
2015	OODGE	RAM	PICKUP TRUCK	EXCELLENT	HOME OFFICEST. JOHNS COUNTY	
	DODGE	RAM	PICKUP TRUCK	E1(CELLENT	HOME OFFICE ST. JOMNS COUNTY	
2015	DODGE	RAM 1500	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2016	DODGE	RAM	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2016	DODGE	RAM	PICKUP TRUCK	EXCELLENT	HOME OFl'ICE ST. J.O.HNSCOUNTY	
2013	CHEVROLET	SILVERADO	PICKUPTRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
	JEEP	WRANGLER	SUV	EXCELLENT	HOMEOFFICE ST. JOHNS COUN1Y	
2017	FORD	F-150	PICKUP TRUCK	EXCELLENT	HO.ME OFFICE. ST. JOHNS CbUI\ITY	
2017	FORD	(-350	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2017	DODGE	MM	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2018	CHEVROLET	SILVER/I.DO	PICKU!>TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2019	DODGE	RAM	PICKUP TRUCK	EXCELLENT	HOME OFFICEST. JOHNS COUNlY	
2019	DODGE	RAM 5500	PIPE TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2020	INTERNATIONAL		ROLLOFF	EXCELLENT	HOME OFFICE ST. JOHNSCOUNTY	
2020	DODGE	RAM S500	PIPE TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2021	FORD	F-S50	P/PETRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2021	FORD	f-550	PIPE TRUCK	EXCEUENT.	HOME OFFICE ST. JOHNS COUNTY	
2022	WESTERN STAR		SEMI TRAILER	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2021	FORD	f-150	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	
2021	FORD	F-350	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNSCOUNTY	
2021	CHEVROLET	SILVERADO	PICK UP iRUCK	EXCELLENT	liOME OFFICE S'T. JOHNS COUNTY	
2021	CHEVROLET	SILVERAOO	PICKUP TRUCK	EXCELLENT	HOME OFFICE ST. JOHNS COUNTY	

Cf660

STATUS OF CONTRACTS ON HAND ·.; /
(Attach additional sheets if necessary)	i1

Company Name 	B_e_s_ch_an_d_S_Illl_._th_C_i_vil_G_ro_u.._p=--ln_c_.	

_	Date 	3_/l_/2_0_2_3	

	PROPOSER'S UNCOMPLETED AMOUNT AS OF THIS DATE	
COMPLETION DATE	

OWNER, LOCATION AND DESCRIPTION OF
PROJECT	CURRENT CONTRACT AMOUNT AS
PRIME	CURRENT CONTRACT
AMOUNT AS SUBCONTRACTOR	CURRENT AMOUNT SUBJECT TO
OTHERS	

AS PRIME CONTRACTOR	

AS SUBCONTRACTOR	
ORIGINAL CONTRACT DATE	
APPROVED REVISED DATE	
CURRENT
ESTIMATE DATE	
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	$	n	-	$	A	
.1 ...	
$					
	
$	$	e	t...a	f-\.	LLac		kel					
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
	
$	
$	
$	
$	
$				
.	Subtotal Uncompleted Work	
$	
$	
-	
	Total Uncompleted Work on Hand	l $
-		
11,.	I		
)p		

Furnish requested information about all of Proposer's active contracts, whether as prime or subcontracts; whether in progress or awarded but not yet started; and regardless of with whom contracted. All amounts to be shown to nearest $1,000. Contractor may consolidate and list as a single item all contracts wh1' ch.in d1' v1'duaIIIV do not exceed 3°/4o of totaI a.ctive contracts an.d 1n totaI d o not exceed 20°/4o of th e a.ctive totaI contracts.

BESCH AND SMITH CIVIL GROUP, INC.	ASOF:	9130/22

SUBCONTRACTED

CONTRACTS ON HAND

PROJECT NAME

DESCRIPTION OF WORK

TOTAL CONTRACT

AMOUNT

AMOUNT SELF I	AMOUNT OTHERS

TO	BALANCE TO FINISH I	START DATE

PERFORMED

ANTICIPATED

COMPLETION DATE

G'.> $l'Q_'i! Se!! s,,,.,..,. Jr-tsoma,.s

a,,,.......

0,M'.).e.r GSI ..mt):,01 1:.e C..a!e Par"ll"l,,'Jvr, u.t::
_...""'6 c	c-e:s.ch ones ,;:i, Ji0 ....-1:1	in:.
Gctl:GM f.f82 Gitt .r111 --:J'f J. acnv1le.. !-L .l,U.:X:.

-SR;::F Project: No
OemQll'nan, eartliwcrk, asphalt paving, concrete,
.su, gana s1gnage, drainage, se'Ner, site work
<IISln lon

$507,226 00

S362,E93 60

S1L4 232 40

S1G6,327 44

Apr-22

Feb-23

·ae-a1 .oru,'l".trr1..m &a1W31Cn
0..,,..,- :>om,.,, 1-  ....,,..,_,, LI..C
P.:rnn cc.---ar ees,r.,, w.-..:) Sfflitn Civl Grow. Ir-::-
l.3<!11/C"-St JohnsC<i1'!1t.; i'L

sR;::F Prnjet! No
E:ot'tl""vn':w1c. sLa:-rm drain firem in l8ndsr;;1 e base
il'7II paving, cone:-ele striping and sIgnage, end
.ara-s

S1,947,897 60

Sl,438,10000

S477,1D0 00	S255,897 06	May-21
I	I

Dcc-22

r\-'Mntif.Jnd DrilJni:lEF.11 J.L<'ld p11.:,,m,u.Jli. tmntt1V'f'nv.tn!

"""!

"' r ;-m-2,.. r- "'11==-'t't' BOCc
Pn•• Cwi,_ &>«, a0<1 Smi!h	Grwi, Im:
- O. °"'11llfUMtl,, "'-

Ofa /,ll)(l!)ro, /;C eh>•• lm,,10-I>
0v.11f-l:5t JOMs Ceu-ttv
;:,,;m,, c;on:,.aor Oi!5d1.ma Smtil1 c;;i Gr.:,., lni:.
Lo::,l!Or> Sr .9'iir • Cotlnl•
-.,.,:m -•u,a,Pa"""'""MH 2
n,,;,_,r SbO,lik> Cre,,lt COD
wrtrr-,-0 Canrrnaor	.."' an.a Smrth Cr,1n c.:; .Jn l,nc..
ICC'J St;  lv FL

Pi/11.,_ P<lllf'-<Jfl ::!D,,,,11, N "'"h>,a/

SRct-l'f'OJmN
Ocmi:otr.:on, ciea:ring and grubbin:;, earthvmrk, ba e
pai"¥1ng. concie:.e and sidewalk, sbiping and signa3e,
:maora=

SREF rDJed: No
:snn""1J slorm drain, base pav,rig, concrete, stnpr,-g, s1gnage, grass'1ng

S i"<>10jec:llolO
Demolition, clear:ng and 9r.Jbbing, aarthwoi< sotrrn
drair., wcter main, gravity sewer, base, pav:ng,
-,.., nm,tng olgra,Ji.ia. !Jrush,

""• r-n,Jo::,. r""

$9918,33018

$9,7e2,000 DD

S949,D0G CG

£4,615,675 93

Jar.-21

I	J,.ln-23

r	S<1!1>:l! "'" - a!"'='0.,._mt,, i'JOl1<!l
_l:,nffl!f JW'nnil""m'T 311rJ--.n,m'",L.1",nr.J'fl,,il""' Inc
L<>:,lbOI'\ il'.tJ Count

r=....,.rlr Pmw, !LI
O,.nnr S0< MHe Civo!< COD
=,,,,,a c.,..111u;1oc a-..-, Sr,jjt, G<v1tGro,iD frc.
t=uon. 5t .kilira C"'71!Y "L

"WlfKe!:.Etvd .l!l'H:f f<,r,.c EXT
n...n--r;.S1 JonnE Coum
c .-m-- anr1-=:mttt,,,ci-.•U -n.m
J:lc:,JlJOlr SL Jo,,,u Gwn,v, FL

C!!..1)1>1ron, oleiirlng and grubbing eartnwor1<. solrm
. water main, gravity sewer, tire main, base and OD\'\t,o, concrete and sidewalk, sJipping, signage, n,ru-

: :;.:t : g= =:·povmg,

SRSFF tJo
0,pi.rru::illlln:n. dearing ar,d grubbing, earth'work, slcrm

SREF Pcojecl: No
E11evn,.--ar..k. storm drain, base, paving, CO:\crete,
tlrtplr"J s1gca9e, grassing,

S2,598,915 00	$1,217 4232	I	S,,381 491 75	$2,1D2,791,35	Apr-22	.	=•b-23	

$9,824,788 94	
S7,5, 1,300 oo	

$935,000 00	
$3,733,234 42	

Apr-22	

Mar-23	

$2,248,737.66

s .615,657 94

S3 846,100..00

S1,241,44457

S2,872,540 45

$2,334,830 22

$1,007,293 09

S1,743,1,7 As

S1,511,26978

$1,582,311.34

53 722,579.57

$3 E\4610000

May-22

Jan-7.

Nov-22

APr-23

Feb-23

I	A:1g-23

TOTALS	S-35'.SOT,653,32	$2S.840.6J2.0£1	$8,380,352.22	S20,024,917.11

PROJECTS PROPOSER COMPLETED IN THE LAST TWO YEARS

Company Name	Besch and Smith Civil Group, lnc.	Date	3/1/2023
List all projects completed in the last two years for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the vear the project was started. Include in the list projects that were started earlier than two vears but were compIeted.Withi.nt he Iast two years.

PROJECT NAME/ LOCATION	FINAL CONTRACT
AMOUNT	PRIME
OR SUB 1	CLASSIFICATION
OF WORK PERFORMED	YEAR STARTED/
COMPLETED	
OWNER NAME/ LOCATION 2	NAME & PHONE NUMBER OF OWNER'S REPRESENTATIVE ON THIS PROJECT 3	

							
							
	c •.	.. A	ac					
	\.._	•et	.,/	/-\.LL		1	l►		

							

							

'Prime or Sub' should indicate whether Proposer performed the work as a prime contractor or as a subcontractor.
2		'Owner Name/ Location' should indicate the Owner of the project if the Proposer performed the work as a prime contractor or the general contractor if the Proposer performed the work as a subcontractor.
3 ·		'Name & Phone Number of Owner's Representative on this Project' should list a reference from the business entity listed in the previous column familiar with Proposer's contract performance.

PROJECTS PROPOS.t.:R COMPLETED 1N THE LAST THREE YEARS
(Attach additional sheets if necessary)

Company Name	Besch and Smith Civil Groun. Inc.	Date
List all projects completed in the last three years for which the contract vale individually exceeded 3% of the Proposer's annual total work completed for the year the project was started. Include in the list projects that were started earlier than three years but were completed within the last three years.

PROJECT NAME/ LOCATION	FINAL CONTRACT AMOUNT	PRIME OR SUB	CLASSIF1CATION OFWORK PERFORMED	YEAR STARTED/ COMPLETED	OWNERNAME/
LOCATION	AME & PHONE NUMBER
OF OWNER'S
REPRESENTATIVE FOR	
						THE LISTED PROJECT	
Bayrneadows Park Jacksonville, FL	$2,307,050.81	Prime	Site Worl<	2019-2020	Baymeadows Park. LLC.
NeotuneBeach. FL	Thomas Inman
(904) 828-3900
thomas.inrnan@kimley-hom.com	
Treaty Oaks PH 2 Units 4 & 5
St. Augustine, FL	Sl,227,343.00	Prime	Sito Work	2020-2020	Double Eagle
Developmem, LLC
Jacksonville, FL	Chris Reuther (904) 828-3900
chris.reuthertalki:rnlev-hom,com	
CWSC Parking Improvemcors PH 2
Jacksonville, FL	$542,407.98	Prime	Site Work	2020-2020	JEA
Jacksonville, FL	William Breadon
(904) 665-4285
br wata}jea com	
St. JolnlS Rivi;r State College Pavement Project
Qranj!,e Park, FL.	$52,367.00	Prime	Site Work	2021-2021	St Johns River State
College Palatka. FL.	Donald Ellington, P.E.
(352) 538-5554
Donnlet.llinitton(alsirstate.cdu	
Dwikin at The Fountains
St. Augustine, FL.	$359,196.00	Prime	Site Work	2021-2021	Fountains ;:)onuts,
LLC.
Ponte Vedra Beach,
FL	Barry Rohrer
(904) 346--0671
Barry.Robrer@tay1orandwhite.com	
Wild.wood Dr've a1 US-1 (SR-5) Intersection Improvements
St. Augustine, FL.	$1,152,723.7	Prime	Site Work	2020-2021	SJC Purchasing
Department
St. August:ne, FL	Derek M. Gil,. PE.
(813) 386-2101	

l

'Prime or Sub' should indicate whether proposer perfomied the work as a pnmecontractor or as a subcontractor.
'Owner Name/ Location' .should indicate the Owner of the project if the Proposer perfonned the work as aprime contractor or general contractor if the Proposer
perfonned the work a,s a subcontractor.
'Name & Phone Number of Owner's representative on the Project' should list a reference from the business entity listed in the previous column familiar with Proposer's
contract performance.

PROJECTS ROPSER COMPLETED IN	LA.ST THREE YEARS
(Attach additional s.beets if o essary)

Company Name: Beseh and Smith civil Group..Inc.	Date:_	_ 	

r!

List all proj cts completed in the last_tbree ears for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the

lamb Tuil Lane West
Jackwnville. FL	DOt,000	PRIME	SITE WORK	2019/2020	WifeyJam.e; LlC./Allen Skirmr:r
Jacksonville, FL	Allen Skinner
(904) 6l2--6278
Slcinner4A69	'Lcom	
Dunkin Donuts Bartram Market
Jackson vill , FL	S368,000	PRlME	SlTEWORK	2019/2020	Bartram &l.nrke.1Doro.ts, UC.
Ponte Vedra Beach, FL	Barry Ro'hrer
(904) 346-0671
B  l·mindwhitt:.com	
Ashley Lahs Blvd.. Pk 2		Sl,145,000	PRJME	SITE WORK	20\9/2020	Purr.am Co.tr.Ly Beard u/ Ccnmry
Commissioner,
Pala!k-a.. fL	Monique l'rc:alhcock
(386) 518•5l30
mpniaudl(Qlehw•inc..eom	
Melrose, FL							
Trai/mru:CPh. 2A and ,f.C
St Augustine, FL	$186,000	PRIME	SITE WORK	2019/2020	S  Mile Cretk Commun.fl)'
Developrnew District
St Au .. FL	Zach Brecllt
(904) 26:5•3223
.EitdtZtaletminc.com.	
OPUSSowh Clearing
SL Augustine, FL	$44,000	SUB	SITE WORK	2020/2020	.	OPUS Gro p. LLC.
Atlanta, GA	Kci\h Brown
(904) 797-3318
kcl ·	·,com	
(TwinCnei<J) B k,s Electrical
Ease n.t
St Johns, FL	sn.ooo	PRIME	SITE WORK	2020/2020	Twin Creeks Ventures, LLC.
Boca Raton, FL	Ryan Wcilers acber
(904) 739-3655	
						rvanw	rosserlnc.com	
Lahside Jr. High Parking Lot
Improvement Project
Oran cPark:. FL	$289,000		SITE WORK	202012020	Qay  Coi.nty School Board	I 1'-fichel.c Agee
Greert Ccve Springs, rL	I (904) 264-9914
mm:12:ee-.'a>beTisouth.nct	

.

co·no-act Amount to th.e n t	thousand.

PROJECTS PROPSER COMPLETED IN THE LAST THREE YEARS
(Attach additional sheets if necessary}

Company Name: Besch and Smith Civil Group. f.nc.	Date: 		_
List alt projects completed iii e !astthrceyears for which the contract value indivi.ciua!ly exceeded 3% of the Proposer's annual total work completed for the

Contrac;. .A,rnounr to the nca:re,tl.bousanli.

Vincent Dunn

Pixe Lck.e-s IJnils $ Pliau 3
St. Johns, FL,	Sl,l77,000	PRIME	SITE WO			
Anda IJSIO. rha.3 3
St Augustine, FL

Pv111a:n Co,m;y Dirt to Pav
Palatka, FL	$550,000

$2,472,000	PRIME

PRJME	sm·woRK

SITE WORK	20lS/2019

201&/2019	D.R. Horl()n, Inc.
Jacksonville, fL

Putnam County Board o/Coun.y
Commissioners
Ed Palakta. FL	
Recon.ru,,ccior. of ,uhl LahBlvd
Pumam County, FL	Sl_..&89,000	PRIME	SlTEWORK	2018.!2019		Putnan: County Board of Cowiry Ccmmissio11ers
East Palakta. FL	
K.rystone Heighrs Elementary
Clay Coimty, FL	$ 76,000	PRIME	SIT'E WORK	2019/2019	School Board of Clay County
Green Cove Springs, FL	
Dunkin Donuts Palatlco	S648 000	PRIME	SITE WORK	2019/2019	Ecst Palatka Damm, LLC.	
Pi!.latka,. FL
I					Ponte Vedra Besch, FL	
Gatt b:pr s#i006. Seaci: and	S651,000	SUB	S-iTEWORK	2019/2020	Gate PeJroltum Company	
Leon. Phase 2						
					Jacksonville, FL	
laeksonville, FL						
						
P..O',en.swood Dr'l\le Drainage	$586,000	_p&JME	SITE WORK	2019/2020	St. John.s Co,m.ty, Fl	
!Mprovem.tnl.s					St Augustine, FL	
St. AU£11stinc. FL						
						
Th:.nder Bolt Road Parlr.
St Augustine, FL	$;2,431,000	PRlME	SITE WORK	2019/2020	Clay°"Coll/tty Board of Coi 11ry
Comrnis.stoners	
					Green Cove Sorio!!S. FL	
Galt Corwash 701J, Site
St. Angustine, FL	$406,000	SUB	SITE WORK	2Dl9/2020	Gate Pttro/£Util Compa,ry
Jai:k.son ville, FL	

(904) 363-8916
vdunn@Munn1;i::io.com Jeremy Callaway (904) 829-1334
•@matthewsdesil?ll,nd
James Cuneo
(386) 329-0346
cuneo(cilcsi co.com
Janic:sC
(386) 329-0346
! "cuneof"a;csi•,!co.eom
Monique Hc:ilhcoek
(3&6) 518-5130
"mon.i ucM2!cltw-ine.com
John Gaffey
(806) 539-9903
ohn tiohnsdd.cam	
Brien Nix (904) 448---7035
BN"	im:octro.com Donnie Tac.ken (904) 209.0142
dlacketu&icfl.us
David GUt
(994) 307-1345
dsnldii!eism.mrusso.com
Brian Nix
(904) 448-7035
B"Nix@l atepecro.com

PROJECTS PROPSER COMPLE'.fED IN THE LAST THREE YEARS
(Attach additional sh.eets if necesssry)

Comp yName: Besch and Smith Civil Gwm, Inc.	Date: 	_	 

the

.

started.. In lud.	th list •• ·ects that	started earli than thre	but

e Ult  leted 'thln th last

List all p.ro.jects completed in the last three years fQI' which the coo1ract value individually exceeded 3% of the Proposer's annual total worlc completed for tbe

,.	.

1

-,	i..

,,''f

--...· "....·J':-'t-.,.r.,,.... :-,",

.,,.,,,,.,...,,1.,..-_•_ ,-··o., -,;,

•• -:., -.... -, ...,;.-...:. ._,--...-\.f,:.l,:..·c, ••c\ .. ,.-.'.,'"(c..._'. ,.,,_"1'1- :_ '.;..-.,,:-.:1•-...;;...:.-,
1

,:,.- ;- )

t :z_·:.:;:_ .- :,,j::??.::: :;: ·•··_/ i+J)t " ?(W:'{,:: :: _;:·d :·.,:£ 2 Ii¥rtti

Stat.e &ad J3 RcUN.iab'o11i
St. Augustine, FL

$1,420,000 ..

. PRIME

SITEWOR.K

2017/201&

Rivers ge  Conmunfty	Cmg Will
lxveloprMnl Dutrict	(904) 739-3655

Brighmian BQ'.J(evani Access Road	$651,000	PRIME	SITEWORK	l0L7/20l8	ktJrur Owler 9ki;imr,	Greg Will	
Extension					JR/Charles Brig}ttman	(904} 739-3655	
Jacksonville, FL					Skinner/Mary Virginia Ski1mer-	GWill@pfoss«inc.com	
					Jonrs !?evocable Li-.,ing Tnisl		

St.A-u mne. 'FL	GWill!alProsscrinc.com

Whis1ii11g_ Stro1u Drive, ?r.a.<e J
St Johns, FL

Trail,r.orkPhase 7 & 8
St. Augustine, FL

Si,228,000

I

$4,041;000

PRIME

PRIME

SITE WORK SITE WORK

2017/2018

2017/2019

JaclcsonviJ!e.FL Mauam_;, Rive:rtowr., LLC. St Johns. FL

Six Mile Creek Coml1lkl'lil},
Dt:Yelopment District
St. AIJgust"inc. FL

i Greg. wm	I
(904) ?39-365.5
GWill(@Drosserinc,com
Zach Breehl (904) 265-3223
BrechtUa}ctminc.com	i

l

}'ii/age Green
St. Augustine, FL
l
I Calebs CIJ\le
Jacksonville: FL
OPMC £P Lab Expansion
Oran6c Park, FL
Ga{t CarwasJi #7007 Blanding
Middlebu7g, FL
..
Twin Cne.ks Drive £.tten.rion
St. Johns, FL

i	S800,000

$1,349,000

$536,000

$506,000

Sl,965 000

?RUvlE

PRIME SUB SUB
PRIME

...

SlTEWORK

SITE WORK SITE WORK SITE WORK
SITE WORK

2018/2018

2018/2019

2018/2019

2018/20L9

lQlS/2919'

Twin Creek Dewiopme>11 Associatir3, LLC.
Boca Raton, FL
Cc.leb 's Co .LLC.
Jacksonville, FL

Orange. Parle.Medfcal Cenrer,
Inc.
Or,.nll"C !'.ark.FL
Gar PwolfJl/11 C,ompaey
Je.cksouville,FL

Twin Crt1ek.s Vemu,-es, LLC
Boca Ralon, FL

Bira.n Deitsch	I

I

I

(904) 828-3936
Brian.Dcltsch@kimJey-	I
horn.com	!
Daniel Blenchard (904) 354-5573
Dnnle1Lb!mi'chilrd@'lco:mcsst.net
(904) 639-S-500

Oreg Will (904) 739-3655
. OWiUfalorosserinc.com
Greg Will (904) 739-3655
GWill&;osserfoc, rn

Contract AmoUDt·ro the near thouseru:t.

PROJECTS PROPSER COMPLETED L'i fHE LAST TIIREE YEARS
(Attach additional sheets if necessary)

List all proj:W completed in the last_ three ears _f·!which the contract valu7in ividually exceeded 3% of theJ>rojies • annual total work completed for the

Woodla'rl-r.'Roadway lmprove,nerrts
St Augustine, FL

'

.$2.542,000	PRIME

SITE WORK

2016/2017	St. JDhnr County Board of
Counly C':'rnmissionm
St..d.'.u ustinc. FL

Scott Knowles
(9041 829-1334

. uo

11tincwsdcsi n.net

, 'oroad·LambiJ1g Drainage
lmpr<71•ements	Sl.0!2,000	PRIME	SITE WORK	2016/2017	The City of.lacksorffille,
Flori'da	Stephen Manis
(904) 652-1186		
JacbQnViUc. fL					Jacksonville.. FL	smlll'lis/@.car.de:sconsults.com		
Sawmill Landing	S3,0jl,OO0	PRIME	SITE WORK	2017/2018	Hi'lltop at St. Al!gllStine. LLC.	M!!!t Lahti		
SL Augl!Stirie, Fl.					Jncksonville. FL	(904) 794-4231		
						m:mi«'!tfulfsln::amoesi'tn.com		
Commmr.l!1u1!1/, Sey;,fce Ce/lier	$460,000	PRIME	SITE WORK	20li/2017	JEA	Matthew Potu,		
Paving and Drainage Improvl!m£na					Jacksonville, FL	(904) 665•69 I 3		
Jacksoovil e. FL						PoteMDl@iea.com		
· Whispu C e.-k Phal'e 3 Dolcetto	$391,000	PRlME	SITE WORK	2017/2017	Six {lie Creek Commtmit;v	Z2chBrecht		
Dr-tvc					D elopmtni District	(904) 26:5-3223		
S1. AUt>.Ustir,c. F					St. Au!!tlstine. F1,	BrcchtZfn1etmmc.com		
Durfi,:ld .Mead,;\;!s	$2.152,000	PRIME	SITE WORK	Z0l?/2018	D erjield 'Holdings, lLC.	Man Lahti		
St. Augustine, FL					St. Simons Island, GA	,(904) 794--4231		
						me:,	Ustr,:;irodcsi!!TI.cam		
Road Paving a11d kpairs Vorlou.r	S422.000	PRIM£	SITE WORK	2017/2017	The Scr.Qol Board of Duvai	r..ndie\,· Ecken		
Schoo{s, Phase 2					Cou.,uy, Flo1·idtJ	(904}390-2498		
Jaeksonvilk. FL					Jacksonville. FL	cck.:rta@.duva!schoos.or2		
Gaie Pelro/eum Sroi-e "# 1228	S:504,000	PRIME	SITE WORK	2017/2017	Gore Pe/J"ol!irm Campa,ry	. Tim Young		
Jacksonville.. FL					Jacksonvilic. E'L	(904) 305-705:S		
						tvoun£1a)limvoun conmuction.-:om		
Of.lldru1IBaJ/fi,tld Parking Loi. Phase	$741,000	PRIME	SlTE WORK	20[7/2018	Clay CoUllty Board o/Caimty	Linda Hadden		
1					Commissioners	(904) 269-9999		
Oran2e Parle EL	Green Cove S?Jriru!S. FL	lindahndden(al addcn .com
Ga Petra/Imm S!are #1231	$814,000	PRIME	SITE WORK	2017/2018	I Gate Pe.trolt:t'-1/1 Company	Derck K.:lsav
DKelsa, $':,prosserinc.com		

Company Name: B§chalftl:Srnitb Civil'Group,.tn-c:,	Date: 	. 

Atlantic Beacn. fL

"Coruni.ct Amount 10 the nearest thousand.

! Jacksonville. FL ·

(904} 739-3655

PROJECTS PROPOSER COMPLETED IN THE LAST TWO YEARS

Company Name		Date 	_
List all projects completed in the last two years for which the contract value individually exceeded 3% of the Proposer's annual total work completed for the year the project was started. Include int he list r r.o1ects that were started earr,er than two vears but were compIeted .w,th.In the Iast two years.

PROJECT NAME/ LOCATION	FINAL
CONTRACT AMOUNT	PRIME
OR SUB 1	CLASSIFICATION
OF WORK PERFORMED	YEAR
STARTED/ COMPLETED	OWNER NAME/ LOCATION 2	
NAME & PHONE NUMBER OF OWNER'S REPRESENTATIVE ON THIS PROJECT 3	

							

							

							

							

·Prime or Sub' should indicate whether Proposer performed the work as a prime contractor or as a subcontractor.
'Owner Name/ Location' should indicate the Owner of the project if the Proposer performed the work as a prime contractor or the general contractor if the Proposer performed the work as a subcontractor.
'Name & Phone Number of Owner's Representative on this Project' should list a reference from the business entity listed in the previous column familiar with Proposer's contract performance.

STATE OF

Ftai1-

AFFIDAVIT FOR INDIVIDUAL

ss

cbUNTYOF 	

Al\c·tJlL- &:x..b	, being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of this date; and that
he/ she understands that Intentional inclusion of false, deceptive or fraudulent statements on this application constitute fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

(Proposer must also sign here)

Sworn to before this	1st	day of 		-"-M=a rc=h --• 2023.

0<1.o&.,z.01,,
otaryPubttct Expiration Date:

TYLER JAMES RODEN NOTARY PUBLIC STATE OF FLORIDA NO. HH319586
MY COMMISSION EXPIRES OCT. 06, 2026

(SEAL)

AFFIDAVIT FOR PARTNERSHIP

STATE OF		 COUNTY OF		

)
)	ss
}

a member of the firm of 	 ,
being duly sworn,	statements and answers to the preceding questions are correct
and true as of th	, that he/ she understands that intentional inclusion of false, deceptive or fraud len stat ment on t·		lication constitutes fraud; and, that the District considers sucll action on the part f th Pr  oser to c nstitu  good cause for rejecting Proposer's proposal.

(Signature of a General Partner is Required)

Sworn to before me this	1st	day of 	M_ar_c_h	

Notary Public / Expiration Date:

(SEAL}

, 2023.

I

AFFIDAVIT FOR CORPORATION

STATE OF

COUNTY OF		

)
)	ss
}

(title) 	

N_,·c.o_l_{  ,_P"""--'r?L<-s1"""-ft-'--c_h'---'-f	_

of the	,
(a corporation described herein) being duly sworn, deposes and says that the statements and answers to the preceding questions are correct and true as of the date of this affidavit; and, that he/ she understands that intentional inclusion of false, deceptive or fraudulent statements on this application constitutes fraud; and, that the District considers such action on the part of the Proposer to constitute good cause for rejecting Proposer's proposal.

(Officer must also sign here)

CORPORATE SEAL

Sworn to before me this	1st	day of	March	, 2023.

bel.o&. u,Zk
Notary Public / Expiration Date:

TYL.EA JAMt!!S RODEN NO.ARYPUBLIC STATE OF FLORIDA
NO. HH319586
MY COMMISSION EXPIRES  OCT.06, 2026

(SEAL)

SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(N) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to	Boggy Branch Community Development District
.	(print na	 of the public entity)

by	o.

N,w[-c   8ecJ-	/r_resv1n+-
(print individual's name and title)	.  .

for 	

 ._U"'-=,e.;,C......Cf)::'.:._,=--h  oJ'-.1  ---"'1_._,_5'-'--"-m""'+1±-+--"--lh.........,G--=----(._. 1l--=t::"'-'--m..,,,,._<..iif?--=+--Ti  ,  ._oc_	

(print nameof ntity submitting sworn statement)

whose business address is

345 Cumberland Industrial Ct. St. Augustine Fl, 32095

and (if applicable) its Federal Employer Identification Number (FEIN) is	45-3}	e;sG 7
(If the entity has no FEIN, include the Social Security Number of the individual signing this sworn statement
NIA-
I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with any agency or political subdivision of any other state or of the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation.

I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudications of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a please of guilty or nolo contendere.

I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means:.  . _
'I!- ;_-.,
A predecessor or successor of a person convicted of a public entity crime; or

An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate.

I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes, means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity.

Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Indicate which statement applies.)

either the entity submitting this sworn statement, nor any of its officers, directors, executives, partners, shareholders, employees, members, or agents who are active in the management of the entity, nor any affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989.

The entity submitting this sworn statement, or one or more of its officers, directors, executives, partners, shareholders, employees members or agents who are active in the management of the entity, or an affiliate of the entity has been charged with and convicted of a public entity crime subsequent to July 1, 1989. However, there has been a subsequent proceeding before a Hearing Officer of the State of Florida, Division of Administrative Hearings and the Final Order entered by the Hearing Officer determined that it was not in the public interest to place the entity submitting this sworn statement on the convicted vendor list. (attach a copy of the final order)

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORNENDOR EXECUTING THIS PUBLIC ENTITY CRIME AFFIDAVIT TO VERIFY THAT NONE OF THE SUBCONTRACTORS/SUPPLIERS UTILIZED FOR THIS BID/QUOTE HAVE BEEN CONVICTED OF A PUBLIC ENTITY CRIME SUBSEQUENT TO JULY 1, 1989. IN THE EVENT IT IS LATER DISCOVERED THAT A SUBCONTRACTOR/SUPPLIER HAS BEEN CONVICTED OF A PUBLIC ENTITY CRIME, THE CONTRACTORNENDOR SHALL SUBSTITUTE THE SUBCONTRACTOR/ SUPPLIER WITH ANOTHER WHO HAS NOT RECEIVED A CONVICTION. ANY COST ASSOCIATED WITH THIS SUBSTITUTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTORNENDOR.	" ·r:

I UNDERSTAND THAT THE SUBMISSION OF THIS FORM TO THE CONTRACTING OFFICER FOR THE PUBLIC ENTITY IDENTIFIED IN PARAGRAPH 1 (ONE) ABOVE IS FOR THAT PUBLIC ENTITY ONLY AND THAT THIS FORM IS VALID THROUGH DECEMBER 31 OF THE CALENDAR YEAR IN WHICH IT IS FILED. I ALSO UNDERSTAND THAT I AM REQUIRED TO INFORM THE PUBLIC ENTITY PRIOR TO ENTERING INTO A CONTRACT IN EXCESS OF THE THRESHOLD AMOUNT PROVIDED IN SECTION 287.017, FLORIDA STATUTES, FOR CATEGORY TWO OF ANY CHANGE IN THE INFORMATION CONTAINED IN THIS FORM.

(signature)	--==

STATE		
COUNTY OF	Qt.Jahns	
The foregoing instrument was signed and acknowledged before me this	day of	March	, 2023 by:

who produced take an oath.

fc<s.11-.111	1'.AO..  n	as identification, and who (did) (did not) (Type of Identification and Number)

'Notary Public Signature

rinted Name of Notary

TYLER JAMES RODEN NOTARY PUBLIC
STAT	I
N tw,rccomNfil;stlb-ffiNUQer/Expiration UMMISSION EXPIRES  OCT. 06, 2026 I

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT AFFIDAVIT OF NON-COLLUSION

0± ,_J_Qu  \

STATE OF FLORIDA	--r'"'"'S
COUNTY OF
I,	N1·CDI  &t::,c...J		. do hereby certify th t I have not, either

<.

directly or indirectly, participated in collusion or proposal rigging. Affiant is a  Pc«c,1·a<D  -\-

(officer or principal) in the firm of	(  I

funi:i:bCkVi°IG	ized to make this

affidavit on behalf of the same. I understand that I am swearing or affirming under oath to the truthfulness of the claims made in this affidavit and that the punishment for knowingly making a false statement includes fines and/or imprisonment.

Dated this  1st   day of_ M=ar=c=h -· 2023.

STATE OF FLORIDA COUNTY OF st.I"<?'-1"J$
Sworn to (or affirmed) and subscribed before me this	r•••	day of	""'1.(c:\.	. 2023, by W.c.ole  P,e c.h		, of the	b'-  t ,...: 1.,,		 who is personally known to me or who has produced	&<ft!n,.111 "-"•"'"		as identification and who did (did not)
take an oath.

My Commission Expires: (SEAL)

""signature of Notary Public taking acknowledgement
TY[eA JAMES RODEN	- 

I

NOTAAYPI	IC
FFLOAIDA
NO. Hl-1319586
MY COMMISSION EXPIRESOCT.06,2026

SWORN STATEMENT PURSUANT TO SECTION 287.135(5), FLORIDA STATUTES, REGARDING SCRUTINIZED COMPANIES WITH ACTIVITIES IN SUDAN LIST OR SCRUTINIZED COMPANIES WITH ACTIVITIES IN THE IRAN PETROLEUM ENERGY SECTOR LIST

THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS.

This sworn statement is submitted to: Boggy Bra11cb Community Development District

by 

-----=-N--=-----w-,_·l_e ------'-"-'&......,,¼-,:  h--------+-/_.  ._P0_:=..GS"'------'---' i c'-""""-'---'n'-'--\- 	_
		(print individual's name and t tle)	.

for  

--------1.0_.L.1,,G,,,c,oLt.i.c..b .-.-.+.'a...al.cvi--ol...Ll,,_....:;  :  :_:,_;_\t'_h..!........>,_.C  ...1..·.v.L L.\.._l
 
(prinl name of entity submitting sworn statement)

 ,,l...l..L..rn  f)1=-_LCL=l4-oc=-'-

whose business address is

Besch and Smith Civil Group, Inc.	

I understand that, subject to limited exemptions, section 287.135, Florida Statutes, declares a company that at the time of bidding or submitting a proposal for a new contract or renewal of an existing contract is on the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, created pursuant to section 215.473, Florida Statutes, is ineligible for, and may not bid on, submit a proposal for, or enter into or renew a contract with a local governmental entity for goods or services of $1 million or more.

Based on information and belief, at the time the entity submitting this sworn statement submits its proposal to the Boggy Branch Community Development District, neither the entity, nor any of its officers, directon;; executives, partners, shareholders, members, or agents, is listed on either the Scrutinized Companies with Activities in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

If awarded the Contract, the entity will immediately notify the Boggy Branch Community Development District in writing if either the entity, or any of its officers, directors, executives, partners, shareholders, members, or agents, is placed on either the Scrutinized Companies with Activif s in Sudan List or the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List.

Signature by authorized representative of Proposer

STATE OF FLORIDA	 COUNTY OF . J"o\..n\
Sworn to (or affinned) and subscribed before me this	\' i	day of M4ul	, 2023, by   	_
N:colc	Be,iG:\,,,		, of the	 '- 1. ""a,L	who is personally known to me or who has produced	f?c<'So,,.,1)1	l,oa,...,n,	as identification and who did (did not) take an oath.

....,4	'signature of Notary Public taking acknowledgement

My Commission Expires: (SEAL)

lYL f.f Jt\M nmoEN

NOTARY PUBLIC

-1----=l-f'-I_"  _..,..,F FLORIDA

I

.	NO. HH319586

MY COMMISSION  GXPJRES OCT. 06, 2026
'.

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ACKNOWLEDGEMENT OF RECEIPT OF DOCUMENTS AND PROPOSAL SIGNATURE FORM

This Proposal for construction services has been submitted on this _lg_ day of	March	, 2023 by Besch and Smith Civil Group, Inc.	[company] whose business address is 345 Cumberland Industrial Ct. St.Aug11. tine FL, 32095

telephone number is	,.(9 04 )2=60--=63-9=3	, fax number is 	_
address is hblanton(@bescbandsmith.com

and	e-mail

The undersigned acknowledges, by the below execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information one hundred and twenty (120) days from the date of the Proposal opening, and if awarded the contract on the basis of this Proposal, to enter into and execute the services contract in substantially the form included in the Project Manual.

Proposer understands that inclusion of false, deceptive or fraudulent statements on this Proposal constitutes fraud; and, that the Boggy Branch Community Development District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for th_e District.
I I tPI

Furthermore, the undersigned acknowledges receipt of the following documents, the provisions of which have been included in this Request for Proposal.

Request for Proposal (2 pages)

Instructions to Proposer (9 pages)

Evaluation Criteria (1 page)

Organization Information of Proposer (14 pages)

-	=--  (Initial)

-	(Initial)

--	--	(Initial)
 .		(Initial)

5.	Sworn Statement on Public Entity Crimes (3 pages)	----'-'-=---,.,- (Initial)	
f-f'	Non-Collusion Statement (1 page)		,,_ (Initial)	

7.	
Scrutinized Companies Form (1 page)	
--	(Initial).	
8.	Acknowledgement of Receipt of Documents (2 pages)	-- "	='--  (Initial)	
9.	Addenda Acknowledgement (1 page)	--  -::--t-1-(lnitial)	

Proposal Bid Form w/ Attachments (23 pages)

Standard Form of Agreement Between Owner and Contractor and Exhibit A, Amendments to Standard Form (11 pages)

Standard General Conditions of Construction Contract (42 pages)
r ,;-
Supplementary Conditions (19 pages)

Performance and Payment Bonds (4 pages)

List of Drawings and Permits (full list attached)

	(Initial)

Technical Specifications (by signing, Proposer acknowledges that he/she will conform all work to the latest standards and specifications of City of Jacksonville, JEA and other utility providers as
applicable)

Na£%bL

The undersigned hereby authorize(s) and request(s) any person, firm or corporation to furnish any pertinent information requested by the District, or their authorized agents, deemed necessary to verify the statements made in this Proposal or attachments hereto, or regarding the ability, standing and general reputation of the Proposer.
Chii+h G-v1·l p fti 8 //rw1difl+-
Thi,Ldayo1	/Y)ard, ,2023	By:	Mw/efr.%6/lr0 t-
Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)
State of Incorporatifon:_L	_

ss

h n
The foregoing instrument was acknowledged before me this 1st day of March		, 2023, by M c.oc Se,c.'-	, of the 8c,.el.. (, s.'"';+\.. --	, who is personally known to me or who has produced	ff<>ol'l&\11  11-"•wO   as identification and who did (did not) take an oath.

Signature of Notary taking acknowledgement
r--==:a -== ,-,.f.i O<'=-O=N-	
My Commission Expires: --1---	U.:"'-'-".lLU.--'-'-LW»IC
STATE OF FLORIDA

(SEAL)

NO. HH319586	I
MY COMMISSION EXPIRES OCT. 06, 2026

'...

SOUTHEAST QUADRANT RESIDENTIAL PHASE 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT ADDENDA ACKNOWLEDGEMENT FORM

Proposer acknowledges receipt of the following addenda:

Addendum No.

Addendum No.	 	

2	dated

dated		January 30, 2023	

February 15, 2023		
Addendum No.	
	3		dated	February 23, 2023		
Addendum No.		4		dated	February 23, 2023	

Addendum No.	
 		
dated	
 		
Addendum No.	 		dated	 		
Addendum No.	 		dated	 		

Proposer:	 Besch and smith Civil Group, Inc.		Date:		March 1 2023	

Address:

345 Cumberland Industrial Ct.	
St. Augustine FL, 32092J

By: Date:

		Nicole Besch	 March 1, 2023

Nicole Be,ch - President	fwoi,
Type Name and Title

Florida Construction Industry Board License No.:	(,11,.L ,aa YO[S

PROPOSAL REQUIREMENTS

Revised February 9, 2023
PROPOSAL
(Official Cost Summary Form) FOR
Southeast Quadrant Residential Phase 1C

FOR

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT C/O ENGLAND-THIMS & MILLER, INC.
14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32258

on or before February 27, 2023@ 3:00 P.M.

TO:

FROM:
(Contractor)

Boggy Branch Community Development District

	Besch and Smith Civil Group, Inc.	

In accordance with the Request for Proposals for Southeast Quadrant Residential Phase 1C, the undersigned proposes to construct all work necessary to install a complete project, including but not limited to clearing, earthwork, paving, signing, pavement marking, drainage, potable water, sewer and reuse systems, and landscape as shown on the plans released for bid on January 26, 2023, prepared by England­ Thims & Miller, Inc. Work shall also be in accordance with ECS Florida, LLC Geotechnical Reports and with City of Jacksonville, JEA, Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Army Corps of Engineers (ACOE) and Florida Department of Transportation (FOOT) Standard Specifications and Permits.

All proposals shall be for complete work in accordance with the construction plans. (No partial bids accepted.)

T:\2019\19-115\19-115-03\19-115-03-007\Project Management\Bid Documents\14 - Official Bid Form.docx

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

TO: Boggy Branch Community Development District From:   Besch and Smith Civil Gron  Inc.  
In response to your Request for Proposal, the undersigned hereby submits our Proposal for the Southeast Quadrant Residential Phase 1C project within the Boggy Branch Community Development District ("District"). This Proposal has been prepared and submitted subject to the conditions and requirements set forth in the Project Manual, including all Addenda. All of the documents included in the Project Manual and Addenda thereto, so far as they relate to this Proposal, are made a part hereof. The undersigned (Contractor) herewith proposes to perform the work stipulated for the unit and/or lump sum prices given by the Summary of Costs and schedule of values that is part hereof.
The undersigned has carefully checked the Summary of Costs and schedule of values against the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents and all Addenda before proposing this Proposal and accepts them as correctly listing the complete work to be done in accordance with the Project Manual, including but not limited to the plans and specifications, general and special conditions and other contract documents.

The undersigned Proposer examined the entire Project Manual, including but not limited to the Request for Proposal, plans and specifications, General and Special Conditions, and other contract documents and all addenda and is acquainted with and fully understands the extent and character of the work covered by this Proposal and the specified requirements for the work to be performed for the Project. Further, the Proposer has examined the work site and is fully informed as to conditions at this site. The Proposer understands that all work provided for in the Project Manual, including but not limited to all contract-related documents, as may be amended, shall be warranted to the benefit of the City of Jacksonville provided until at least 12 months after as-built approval by the City. All other work shall be warranted in accordance with the Contract Documents. However, none of the above is intended to shorten the statutory or common law construction warranties to which the District is otherwise entitled.
The undersigned Proposer certifies that no officer or agent of the Boggy Branch Community Development District is directly or indirectly interested in this Proposal.

The undersigned Proposer states that this Proposal is made in conformity with the Project Manual and agrees that in case of any discrepancy or differences between any condition of his or her Proposal and those of the Project Manual, the provisions of the latter shall prevail.

The undersigned Proposer certifies that he or she has carefully examined the project site, made his/her own measurements and calculations and prepared and checked the foregoing Proposal after the same was completed and has verified every item placed thereon; and agrees to indemnify, defend and hold harmless the Boggy Branch Community Development District, CND-ICI SEQ, LLC and England-Thims and Miller, Inc. against any cost, damage or expense which may be incurred or caused by error in his or her preparation of the same.

The undersigned acknowledges, by execution of this Proposal, that all information provided herein has been provided in full and that such information is truthful and accurate. Proposer agrees through submission of this Proposal to honor all pricing information ninety (90) days from that date of the Proposal opening, and if awarded a contract on the basis of this Proposal, or a portion thereof, to enter into and execute the EJCDC standard form of agreement in substantially the form included in the Project Manual. Further the Contractor warrants the pricing provided in the Proposal shall remain valid and binding for the term of the agreement and not subject to escalation, including for gasoline, labor or material price increases.

PROPOSAL
(OFFICAL COST SUMMARY FORM)
Southeast Quadrant Residential Phase 1C FOR
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Proposer understands that inclusion of false, deceptive, or fraudulent statements on the Proposal constitutes fraud; and that the District considers such action on the part of the Proposer to constitute good cause for denial, suspension or revocation of a Proposal for work for the Boggy Branch Community Development District.

Besch and Smith Civil Group. Inc.	
Name of Organization

This -1st_ day of	March, 2023	By: 	

N_ic_o_le_E_._B_e_sc_h_-_P_r_es_i_d_en t 

Name and Title of Person Signing

(Apply Corporate Seal if filing as a Corporation)

Southeast Quadrant Residential Phase 1C		
A. MOBILIZATION AND SITE PREPARATION	$ 306,735.95		
B. CLEARING AND GRUBBING	$ 290,299.52	

C. SEEDING, MULCHING AND SOD	
$ 69,496.09	

D. EROSION AND SEDIMENT CONTROL	$ 90,206.28	
E. STORMWATER POLLUTION PREVENTION PLAN	$ 59,628.44	
F. STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION	$ 1,151,428.49	
G. ROADWAY AND ALLEY EARTHWORK	$  339,618.88	
H. LOT FILL, COMPACTION, SEEDING AND TESTING	$ 793,228.57	

I.  ROADWAY CONSTRUCTION	$ 1,754,632.91	
J. ALLEY CONSTRUCTION	$ 306,648.95	

K. STORM DRAINAGE SYSTEM	$ 2,240.953.70	
L. ROADWAY UNDERDRAIN	$ 66,600.00	
M. PAVING AND DRAINAGE AS-BUilTS	$  72,201.48	
N. JEA WATER DISTRIBUTION SYSTEM	$ 1,049,939.81	
0. JEA GRAVITY SANITARY SEWER SYSTEM	$ 1,030,368.94	
P. JEA RECLAIMED WATER DISTRIBUTION SYSTEM	$ 813,132.70	
Q. WATER, SEWER, AND RECLAIM SYSTEMS AS-BUILTS	$ 66,538.77	
R. IRRIGATION SLEEVES AND ELECTRICALfTELEPHONE/CATV CONDUIT	$ 299,390.00	
S. JEA ELECTRICAL INFRASTRUCTURE	$ 125,000.00	

T. TESTING	$ 169,255.77	

U. UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Onsite disposal of		
	unsuitable material)	$ 2,541,600.00	
V.	LANDSCAPING	$ 1,040,987.63	
W.	BONDING/ WARRANTY	$ 296,957.72	

TOTAL LUMP SUM COST PROPOSAL	(ITEMS A-W)	$ 14,974,850.60

BID ALTERNATE:

Y.  UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite disposal
of unsuitable material)	$ 3,076,800.00

Southeast Quadrant Residential Phase 1C

MOBILIZATION AND SITE PREPARATION

Includes all preparatory work and operations in mobilizing for beginning work on the project, including, but not limited to, those operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site and for the establishment of temporary offices (Contractor's, as necessary), safety equipment and first aid supplies, and sanitary and other facilities. Includes the costs of any required insurance, site preparation and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials. All pre-construction and construction survey costs are included in the mobilization. Also includes all demolition costs. This item will be paid for on a percentage completion of construction basis.

TOTAL LUMP SUM PRICE ITEM A:

$ 306 735.95

(Numerals}

Three Hundred Six Thousand Seven Hundred Thirty Five Dollars
- an_d N_in c tv F_11 ·v c C e_n=ts	 (Wrltten)

CLEARING AND GRUBBING

Includes complete clearing and grubbing and burning (if allowed) and/or removal off-site of all trees, brush, roots, and all other debris in accordance with project specifications, City of Jacksonville, the Report of Geotechnical Exploration and FOOT Standards and Specifications, whichever is more stringent. This clearing and grubbing will be done within the roadways and alleys rights-of-way, lots, stormwater management facilities, fill slopes, permanent easements, temporary construction easements, construction staging area, public easement areas, and all other areas as necessary to complete the construction of this project. Special care shall be taken to ensure preservation of all natural vegetative buffers, upland preservation and wetland areas indicated on the plans, including tree fencing as necessary.

TOTAL LUMP SUM PRICE ITEM B:

$ 290.299.52
Two Hundred Ninety Thousand and Two Hundred Ninety Nine Dollars and Fifty Two Cents

(Numerals)

(Written)

SEEDING AND MULCHING AND SOD

This item includes the complete grassing and mulching of all disturbed areas within the project limits, excluding the residential lots. Also includes the complete sod strip along the curb of all proposed rights-of-way (including alleys), grassing of all rights-of-way and roadway embankment, and where applicable as shown on the plans. Also includes sodding the stormwater management facility pond bank including berms, backslopes to existing grade, top of bank and inside pond bank to normal water level elevation as shown in plan detail.

TOTAL LUMP SUM PRICE ITEM C:

$ 69,496.09

(Numerals)

Sixty Nine Thousand Four Hundred Ninety Six Dollars and Nine Cents

(Written)

Page 5 of 12

EROSION AND SEDIMENT CONTROL

Includes all measures that are required to comply with the State of Florida water quality standards. This includes, but is not limited to silt screens, hay bales, sodding, settling ponds or other such measures that shall prevent the discharge of turbid waters from the site and minimize erosion of all graded areas, as shown on the Sediment and Erosion Control Plan. This item will be paid for on a percentage of total construction complete basis.

TOTAL LUMP SUM PRICE ITEM D:

$ 90 206.28

(Numerals)

_N_i_n_et-=-y_T_h_o_u_sa_n_d_T_w_o_H_u_n_d_re_d_S_i_x_D_o_ll_a_rs_a_n_d_T_w_e_'r_Jt=-y _E_,ig"-1l_1t_C_e_n_ts	 (Written)

STORM WATER POLLUTION PREVENTION PLAN

The contractor shall submit the NPDES Permit and adhere to all Federal rules and regulations regarding the National Pollutant Discharge Elimination System (NPDES) for construction and ground water discharge including all monitoring record keeping and submittals. The Storm Water Pollution Prevention Plan (SWPPP) included in these plans shall establish the minimum requirements allowed. The contractor shall implement additional measures, as required, to ensure compliance with the NPDES requirements. This item does not include erosion controls item shown on the erosion and turbidity control plans or erosion and turbidity controls required by the City of Jacksonville or the St. Johns River Water Management District.

TOTAL LUMP SUM PRICE ITEM E:

$ 59 628.44

(Numerals)

Fifty Nine Thousand Six Hundred Twenty Eight Dollars and Forty Four Cents (Written)

STORMWATER MANAGEMENT FACILITY (SMF) CONSTRUCTION

Includes all dewatering and excavation/construction of SMF Nos. 9 and 10 to the SMF contours shown in the plans. Also includes berm construction, grading, compaction, and testing complete, as required on the Paving and Drainage Plan and specified in the Report of Geotechnical Exploration. Suitable material from stormwater management facility excavation may be used as fill for on-site needs provided it meets the structural fill requirements as specified in the Report of Geotechnical Exploration. Unsuitable material shall be disposed of off-site or placed in the SMF bottoms or in the top of bank of the back side of SMFs on the opposite side of lots, with two (2) feet of suitable material cover. No unsuitable material shall be placed in SMF banks or in any portion of lots.

Note: Contractor shall excavate SMF Nos. 9 and 10 to the maximum depths specified on the plans.

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMf  No. 9	52,977	C.Y.
(BANK MEASURE)

ESTIMATED QUANTITY OF SUITABLE MATERIAL TO BE EXCAVATED FROM SMF No. 10	98,869	C.Y.

TOTAL LUMP SUM PRICE ITEM F:

$ 1,151,428.49

(Numerals)

One Million One Hundred Fifty One Thousand Four Hundred Twenty Eight Dollars and Forty Nine Cents	(Written)

(BANK MEASURE)

ROADWAY AND ALLEY EARTHWORK

Includes all dewatering, excavation, fill, compaction, stabilization, testing and all additional work necessary to construct the roadway and alley embankments to subgrade as shown on the Paving and Drainage Plans and roadway profile sheets. Also includes all fine grading and dress-up work necessary to complete the project.

ESTIMATED QUANTITY OF ROADWAY AND ALLEY FILL REQUIRED:   23,287   C.Y.

TOTAL LUMP SUM PRICE ITEM G:

$ 339 618.88 		(Numerals)
Three Hundred Thirty Nine Thousand Six Hundred Eighteen Dollars
_an_d_E-ig h_tv E_i g_ht_C_e_n_t_s 	 (Written)

(BANK MEASURE)

LOT FILL, COMPACTION, SEEDING AND TESTING

The lots shall be stripped and grubbed in accordance with the Report of Geotechnical Exploration. Lot fill areas (including any existing ditches) shall be filled with clean structural fill placed in 12" lifts to specified grades as shown on the Neighborhood Grading Plans and in accordance with the Report of Geotechnical Exploration. Fill under building pads shall be placed to 18" below the specified finish floor elevation. Also includes the fill slopes shown at the rear/side of lots adjacent to wetlands, buffers, etc. Elevations shown on the plan shall be minimum grades and areas of fill shall be within 0.1' of the design grades. Where the finished grade of a lot is at least 12 inches higher than the original natural grade, any fill material will be compacted with appropriate compaction equipment to 95 percent of the soil's modified Proctor Maximum Density (ASTM D 1557). A minimum of (1) density test shall be performed per 5,000 s.f. per lift and/or a minimum of (1) test per lot, whichever is less. This item includes grassing and mulching of all lot areas outside of the stormwater management facilities. Swath type lot grading is to be used for lot grading (ie. no swales between building pads).

ESTIMATED QUANTITY OF LOT FILL REQUIRED:  

8c._8. .._,7_3_2 

c.v. (BANK MEASURE

TOTAL LUMP SUM PRICE ITEM H:

$ 793 228.57

(Numerals)

Seven Hundred Ninety Three Thousand Two Hundred Twenty Eight Dollars
and Fifty Seven Cents	(Written)

I. ROADWAY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the final lift of the asphaltic concrete surface course, curb and gutter, sidewalks to be constructed by site work contractor (but not the multi-use paths), ADA ramps, valley gutter, on-street parking, transitions to inlets, connection to the existing roadway and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub-contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications. The curb and gutter in front of lots that do not have an alley behind them shall be Miami curb and gutter. All other curb and gutter shall be City standard.

Material only price for base:	$	52,641.74

TOTAL LUMP SUM PRICE ITEM I:

$ I 754 632.91

(Numerals}

One Million Seven Hundred Fifty Four Thousand Six Hundred Thirty Two Dollars
and Ninety One Cents	(Written)

Page 7 of 12

ALLEY CONSTRUCTION

Includes all stabilization, base, compaction, prime coat and paving complete; including the ribbon curb, transitions to inlets, and signage/striping. Also includes all grading and dress-up work necessary to allow electrical sub­ contractor to install the underground electrical system. Also includes any required testing per City of Jacksonville and JEA standards and specifications.

TOTAL LUMP SUM PRICE ITEM J:

$  306 648.95
Three Hundred Six Thousand Six Hundred Forty Eight Dollars
_a_n_d_i_ne_t.._y_F_iv_c_C c_··n ts	

(Numerals)

(Written)

Material only price for base:

STORM DRAINAGE

$	 7.;_;a,"'-9-"--60;;_:;,.8.:;_:9'---_ 

Includes the roadway and alley storm drainage system complete, including all dewatering, structures, pipes and swales as specified. Includes removal and replacement of any unsuitable material encountered, disposal of unsuitable material and all other work necessary to complete the installation. Also includes 2-20' underdrain stub­ outs per drainage inlet and any additional underdrain shown in the plans. All RCP storm drain pipe joints shall be wrapped with filter fabric. All work shall be done in accordance with the plans, specifications, and issued permits.

Note: Any storm drain pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream drainage structure, and shall include that upstream drainage structure.

Material only price for RCP:
Material only price for Precast Structures:

$	805,982.40
$	285,060.60

TOTAL LUMP SUM PRICE ITEM K:

$ 2,240 953.70

(Numerals)

Two Million Two Hundred Forty Thousand Nine Hundred Fifty Three Dollars
and Seventy Cents	(Written)

ROADWAY UNDERDRAIN

Basis of Bid shall be one thousand, five hundred (1,500) linear feet of Type1 underdrain at$ 44.40 /If. This is above and beyond the 20' stubouts from each inlet and other underdrain shown on the plans.

TOTAL LUMP SUM PRICE ITEM L:

$ 66,600.00

(Numerals}

_s,_·x"'"'ty'---Si_x_T_h_o_u_sa_n_d_S_i_x_H_u_n_d_r_ed_D_ol_la_r_s_a_n_d_N_o_C_e_n_t_s 		(Written)

PAVING AND DRAINAGE AS-BUILTS

Includes the preparation and submittal of all as-builts in accordance with City of Jacksonville and St. Johns River Water Management District requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM M:

$  72,201.48

(Numerals}

Seventy Two Thousand Two Hundred one Dollars and Forty Eight Cents

(Written)

Page 8 of 12

JEA WATER DISTRIBUTION SYSTEM

Includes the construction of the water distribution system complete, including all pipe, services, valves, hydrants, fittings, connection to the existing system, testing, and disinfection, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$	223,552.65
$	290,136.98

TOTAL LUMP SUM PRICE ITEM N:

$ 1,049,939.81

(Numerals)

One Million One Hundred Forty Nine Thousand Nine Hundred Thirty Nine Dollars and Eighty One Cents	(Written)

0.	JEA GRAVITY SANITARY SEWER SYSTEM

Includes the construction of the gravity sanitary sewer system complete, including all dewatering, structures, pipe services, stub outs, temporary plug and testing as specified to meet FDEP and JEA standards and specifications. Also includes the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system.

Note: Any gravity sewer pipes that extend beyond the Phase 1C phase line into Phases 2 and 3 shall be constructed to the next upstream sanitary sewer manhole and shall include that upstream sanitary sewer manhole.

Material only price for PVC pipe: Material only price for precast structures:

$	167,266.08
$	160,789.32

TOTAL LUMP SUM PRICE ITEM 0:

$ 1030368.94

(Numerals)

One Million One Hundred Thirty Thousand Three Hundred Sixty Eight Dollars
and Ninety Four Cents	(Written)

Page 9 of 12

JEA RECLAIMED WATER DISTRIBUTION SYSTEM

Includes the construction of the reuse water distribution system complete, including all pipe, services, valves, fittings, connection to the existing system, testing, flushing hydrants and the removal, disposal and replacement of any unsuitable material encountered, and all other work necessary to complete the installation of the system. Contractor to stub out water mains with adequate FDEP and JEA approved dead end connections and sample points.

Note: Appropriate valving, flushing hydrants and sample points shall be included at the Phase 1C interfaces with Phases 2 and 3 to enable JEA clearance/acceptance of the Phase 1C reclaimed water distribution system.

Material only price for PVC pipe:
Material only price for valves, fittings and other vendor supplied materials:

$	175,997.45
$	200,452.00

TOTAL LUMP SUM PRICE ITEM P:

$ 813 132.70
Eight Hund.red Thirteen Thousand One Hund.red Tl1irly Two Dollars
and Seventy Cents

(Numerals)

(Written)

WATER, SEWER AND REUSE AS-BUILTS

Includes the preparation and submittal of all water, sewer, lift station, forcemain and reclaim system as-builts, including all water, sewer, reuse forcemain and storm crossings, in accordance with the Florida Department of Environmental Protection, the JEA and City of Jacksonville requirements and the specifications contained in the Project Manual.

TOTAL LUMP SUM PRICE ITEM Q:
$ 66 538.77
Sixty Six Thousand Five Hundred Thirty Eight Dollars

(Numerals)

_a_n_d_S_e_v_en_t y_S_e_v_en_C_en_t_s	 (Written)

IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT

Includes the provision and installation of irrigation, electrical, telephone and cable television sleeves. These unit process will be used once the Sleeving Plan is developed. Payment shall be based on the actual quantity installed.

Sub-Totals (Numerals) SCH 40 PVC:
2" Basis of Bid 3,000 L.F. $   1_3_.5_6_ per L.F. 3" Basis of Bid 3,000 L.F. $  17.33   per L.F. 4" Basis of Bid 4,000 L.F. $  21.22   per L.F. 6" Basis of Bid 4,000 L.F. $  30.46   per L.F.

TOTAL LUMP SUM PRICE ITEM R:

$ 299 390.00
Two Hundred Ninety Nine Thousand Three Hundred Ninety Dollars

(Numerals)

_a_n_d_N_o_C_en_t_s		(Written)

Page 10 of 12

JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE

The cost for the electrical distribution infrastructure is to be included in the Contractor's Contract within this allowance. This includes materials and labor to install the manholes, conduits, concrete pads and all the appurtenances. Also includes provision of as-builts to the JEA, and coordination with the JEA to ensure timely installation of cable and electrical equipment. An allowance of $125,000.00 is provided for this item but all reimbursements for this item will be made to the Contractor based upon the actual cost.

The JEA will supply all manholes, conduit and marker balls for the conduit system, three phase transformer pads and street light bases. In addition, the JEA will supply and install all switch cabinets, transformers, cables and light poles. It will be the Contractor's responsibility to coordinate with the JEA for timely delivery of project materials to meet the project substantial and final completion dates.

TOTAL LUMP SUM PRICE ITEM S:

$ 125 000.00

(Numerals)

=O  n  e  H.c..=u=-c..n=d"""re"""d""""Tw---'-"-en=tCJ-yFiv'-'e'-T"'"'h"'"'o...,u=s=andD-=oll=ar-=s--=a=n=d"""'NoC-=ent=s		(Written)

TESTING

The costs for all testing associated with the construction of the project is to be included in the Contractor's Contract. This includes, but is not limited to, all LBR tests, compaction tests, asphalt coring, concrete strength tests, pond embankment density, and all other testing necessary to comply with COJ and JEA requirements and included in the Report of Geotechnical Exploration.

TOTAL LUMP SUM PRICE ITEM T:

$  169 255.77
One Hundred Sixty Nine Thousand Two Hundred Fifty Five Dollars

(Numerals)

_a_n_d_S_e_v_en_t..._y_S_e_ve_n_C_en_t_s 		(Written)

UNSUITABLE MATERIAL REMOVAL/ REPLACEMENT
(Onsite disposal of unsuitable material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that is allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This basis of bid assumes that all unsuitable material shall be disposed of onsite.

Basis of Bid Quantity:  40,000   C.Y.(Bank Measure)  $  63.54   /C.Y. (Bank Measure)

TOTAL BASIS OF BID PRICE ITEM U:

$ 2 541.600.00
Two Million Five Hundred Forty One Thousand Six Hundred Dollars a_n_d_N	'-o_C_e_n_ts	

(Numerals)

(Written)

V.	LANDSCAPING

Includes all work necessar to install the trees depicted on the Landscape Code Plan.

TOTAL BASIS OF BID PRICE ITEM V:

$	1 040,987.63
One Million Forty Thousand Nine Hundred Eighty Seven Dollars

(Numerals)

:....:a=n=d:....:S::..ci-"-t""v_T_h_,·....;;.c..;;_c ....;;C...:cc.:c.nt=s		(Written)

P::inA 11 nf 11

PAYMENT AND PERFORMANCE BOND

Includes cost of providing payment and performance bond in accordance with project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.1:
$	281,768.07
Two Hundred Eighty One Thousand Seven Hundred Sixty Eight Dollars
_a_n_d_S_ev_e_n_c_·n_ts	

(Numerals)

(Written)

CONTRACTOR'S WARRANTY

Includes the cost of providing a Contractor's warranty in accordance with City of Jacksonville and JEA standard requirements and the project specifications.

SUB-TOTAL LUMP SUM PRICE ITEM W.2:
$  15,189.65

(Numerals)

Fifteen Thousand One Hundred Eighty Nine Dollars and Si ly Five Cents

(Written)

TOTAL BASIS OF BID PRICE ITEM W:

$  296,957.72
Two Hundred Ninety Six Thousand Nine Hundred Fifty Seven Dollars and Seventy Two Cents

(Numerals)

(Written)

BID ALTERNATE:

UNSUITABLE MATERIAL REMOVAL/REPLACEMENT (Offsite Disposal of Unsuitable Material)

It is expected that unsuitable material and buried clearing debris will be encountered during construction. (Refer to Reports of Geotechnical Exploration). Contractor shall remove all unsuitable material, and replace it with suitable material. Contractor shall dry out and burn any material that ls allowed per COJ Specifications. This task is a basis of bid item and shall include all necessary testing from the Reports of Geotechnical Exploration. This bid alternate assumes that all unsuitable material shall be disposed of offsite.

TOTAL LUMP SUM PRICE ITEM X:

$

3,076,800.00

(Numerals)

Three Million Seventy Six Thousand Eight Hundred Dollars
and No Cents	(Written)

Basis of Bid Quantity:	40,000	C.Y. (Bank Measure)	$  76.92	/C.Y. (Bank Measure)

Page 12 of 12

 er21:12:H!I 
BESCH & SMITH CIVIL GROUP INC.
Job Code: 23FL012 - SOUTHEAST QUADRANT RESIDENTIAL PH 1C Description: 23FL012 - SOUTHEAST QUADRANT RESIDENTIAL PH 1C

Proposal
Line No.	Pay Item No.	Dil§cription	Quantity Unit of Measure	Unit Price	Total Price Subtotal Description
GENERAL CONDITIONS	1.00 Lump Sum	306,735.95	306,735.95

MOBILIZATION AND SITE PREPARATION	Subtotal:	306,735.95
Running Total:	306,735.95

2	CLEAR & GRUB (TOTAL SITE W/ ALREADY CLEARED= 44.2	38.50 Acre	7,416.36	285,529.86
ACRES)
3	SAW CUT CONCRETE	30 00 Linear Feet	3.05	91.50
4	CURB REMOVAL	30.00 Linear Feet	5.27	158.10
5	SAW CUT ASPHALT	386.00 Linear Feet	10.45	4,033.70
6	REMOVE ASPHALT (ROADWAY)	42.00 SQ YARD	4.99	209.58
7	REMOVE LIMEROCK (IN PLACE)	42.00 SQ YARD	6.59	276.78

CLEARING AND GRUBBING	Subtotal:	290,299.52
Running Total:	597,035.47

8	SEED & MULCH (RIGHT OF WAY)	20,377.00 SQ YARD	0.44	8,965.88

9	SOD STRIP (BAHIA) (RIGHT OF WAY)	4,630.00 SQ YARD	2.81	13,010.30

10	ROADWAY SIDE SLOPES (BAHIA)	3,700.00 SQ YARD	2.81	10,397.00
11	SOD POND SLOPES (BAHIA)	13,211.00 SQYARD		2.81	37,122.91 SEEDING, MULCHING AND SOD		Subtotal:	69,496.09
Running Total:	666,531.56

12	TEMP. CONSTRUCTION ENTRANCE	6.00 Each	6,332.41	37,994.46

13	GEO BALES	106.00 Each	39.04	4,138.24

14	INLET PROTECTION	53.00 Each	137.86	7,306.58
15		SILT FENCE	12,700.00 Linear Feet		3.21	40,767.00 EROSION AND SEDIMENT CONTROL		Subtotal:	90,206.28
Running Total:	756,737.84
16	STORM WATER POLLUTION PREVENTION PLAN	1.00 Lump Sum	59,628.44	59,628.44 STORMWATER POLLUTION PREVENTION PLAN			Subtotal:	59,628-44
Running Total:	816,366.28

17	STRIP TOPSOIL (HAUL OFFSITE) (POND EARTHWORK)	5,970.00 Cubic Yard	16.08	95,997.60

18	EXCAVATE POND (DEWATER-SOCK) (POND EARTHWORK)	151,846.00 Cubic Yard	6.69	1,015,849.74 EXCAVATE AND HAULING

19	FILL FROM POND (POND EARTHWORK) SPREAD AND	1,336 00 Cubic Yard	1.84	2,458.24 COMPACT

20	FINE GRADING POND SLOPES (POND EARTHWORK)	13,211.00 SQYARD	2.81	37,122.91

STORMWATER MANAGEMENT FACILITY (SMF)	Subtotal:	1,151,428.49 CONSTRUCTION
Running Total:	1,967,794.77

21	STRIP TOPSOIL (RDWY AND ALLEY EARTHWORK) (HAUL	7,769.00 Cubic Yard	13,10	101,773.90 OFFSITE)

Proposal
Line No.	Pay Item No.	Description
Subtotal Description	Quantity Unit of Measure	Unit Price	Total Price	
22	22	CUT & BALANCE FILL (RDWY AND ALLEY EARTHWORK)	3,046.00 Cubic Yard	2.37	7,219.02	
23	23	FILL FROM POND (RDWY AND ALLEY EARTHWORK) SPREAD AND COMPACT	20,241.00 Cubic Yard	1.84	37,243.44	
24	24	ROUGH GRADING (RDWY AND ALLEY EARTHWORK) (RIGHT OF WAY)	59,106.00 SQ YARD	0 92	54,377.52	
25	25	FINE GRADING (RDWY AND ALLEY EARTHWORK) (RIGHT OF WAY)	28,707.00 SQ YARD	1.88	53,969.16	
26	26	FINE GRADING AFTER FPL INSTALLATION (RDWY AND ALLEY EARTHWORK)	28,707.00 SQ YARD	1.88	53,969.16	
27	27	FINE GRADING SWALE (RDWY AND ALLEY EARTHWORK)	2,060.00 SQ YARD	2.30	4,738.00	
28	28	CURB GRADING (RDWY AND ALLEY EARTHWORK)	19,990.00 Linear Feel	1.02	20,389.80	
29	29	SIDEWALK GRADING (RDWY AND ALLEY EARTHWORK)	2,144.00 SQ YARD	2 77	5,938.88	
		ROADWAY AND ALLEY EARTHWORK		Subtotal:	339,618.88	
				Running Total:	2,307,413.65	
30	30	STRIP TOPSOIL (LOT EARTHWORK) (HAUL OFFSITE)	17,234.00 Cubic Yard	16.04	276,433.36	
31	31	CUT & BALANCE FILL (LOT EARTHWORK)	2,433.00 Cubic Yard	2.37	5,766.21	
32	32	FILL FROM POND (LOT EARTHWORK) SPREAD AND COMPACT	86,299.00 Cubic Yard	1.84	158,790.16	
33	33	ROUGH GRADING LOTS (LOT EARTHWORK)	116,462.00 SQ YARD	0.92	107,145.04	
34	34	FINE GRADE LOTS (LOT EARTHWORK)	108,502.00 SQYARD	1.10	119,352.20	
35	35	FINE GRADING BACK OF LOT SLOPES 4:1(LOT EARTHWORK)	5,900.00 SQ YARD	2.30	13,570.00	
36	36	SOD BACK OF LOTS SLOPES (BAHIA) (LOT EARTHWORK)	5,900.00 SQ YARD	4.30	25,370.00	
37	37	SEED & MULCH (LOT EARTHWORK)	108,502.00 SQ YARD	0.80	86,801.60	
		LOT FILL, COMPACTION, SEEDING AND TESTING		Subtotal:	793,228.57	
				Running Total:	3,100,642.22	
38	38	12" SUBGRADE LBR-40 (ROADWAY)	23,830.00 SQ YARD	7.47	178,010.10	
39	39	6" LIMEROCK & W/PRIME (ROADWAY)	20,565.00 SQ YARD	17.93	368,730.45	
40	40	1" ASPHALT PAVING (SP-12.5) (1ST LIFT) (ROADWAY)	20,525.00 SQ YARD	11.73	240,758.25	
41	41	3/4" ASPHALT PAVING (SP-9.5) (2ND LIFT) (ROADWAY)	20,525.00 SQ YARD	10.26	210,586.50	
42	42	18" MIAMI CURB & GUTTER (SUBCONTRACTOR) (ROADWAY)	4,450.00 Linear Feet	23.65	105,242.50	
43	43	18" CITY STANDARD CURB & GUTTER (SUBCONTRACTOR) (ROADWAY)	7,075 00 Linear Feet	31.86	225,409.50	
44	44	24" VALLEY CURB (SUBCONTRACTOR) (ROADWAY)	3,125.00 Linear Feet	42.98	134,312.50	
45	45	6" CONCRETE APRON (SUBCONTRACTOR) (ROADWAY)	48.00 SQ YARD	169.11	8,117.28	
46	46	4" CONCRETE SIDEWALK (SUBCONTRACTOR) (ROADWAY)	2,144.00 SQ YARD	83.57	179,174.08	
47	47	CONCRETE SIDEWALK RAMPS (SUBCONTRACTOR) (ROADWAY)	40.00 Each	1,404.11	56,164.40	
48	48	STRIPING & SIGNS (ROADWAY)	1.00 Lump Sum	48,127.35	48,127.35	
		ROADWAY CONSTRUCTION		Subtotal:	1,754,632.91	
				Running Total:	4,855,275.13	
49	49	12" SUBGRADE LBR-40 (ALLEY ROAD)	4,01500 SQYARD	7.47	29,992.05	

Proposal
Line No.	Pay Item No.	Description	Quantity Unit of Measure	Unit Price	Total Price Subtotal Description
50	50	6" LIMEROCK & WIPRIME (ALLEY ROAD)	3,110.00 SQ YARD	17.93	55,762.30

51	51	1" ASPHALT PAVING (SP-12.5) (1ST LIFT) (ALLEY ROAD)	3,110.00 SQYARD	12.07	37,537.70	
52	52	3/4" ASPHALT PAVING (SP-9.5) (2ND LIFT) (ALLEY ROAD)	3,110.00 SQYARD	10.26	31,908.60	
53	53	12" RIBBON CURB (SUBCONTRACTOR) (ALLEY ROAD)	5,390.00 Linear Feet	26.95	145,260.50	
54	54	STRIPING & SIGNS (ALLEY ROAD)	1.00 Lump Sum	6,187.80	6,187.80	
		ALLEY CONSTRUCTION		Subtotal:	306,648.95	
				Running Total:	5,161,924.08	
55	55	15" HOPE (016') DRAINAGE (1 RUN)	161.00 Linear Feet	63,60	10,239.60	
56	56	18" HOPE (016") DRAINAGE (1 RUN)	140.00 Linear Feet	68.37	9,571.80	
57	57	36" HDPE (016) DRAINAGE (1 RUN)	78.00 Linear Feet	153.91	12,004.98	
58	58	15" R.C P. (016') DRAINAGE (14 RUNS)	663.00 Linear Feet	89.62	59,418.06	
59	59	15" R.C.P. (10112') DRAINAGE (1 RUN)	97.00 Linear Feet	109.64	10,635.08	
60	60	18" R.C.P (0/6') DRAINAGE (6 RUNS)	317.00 Linear Feet	106.79	33,852.43	
61	61	18" RC P.(618') DRAINAGE (4 RUNS)	480.00 Linear Feet	119.96	57,580.80	
62	62	18" R.C.P.(8110') DRAINAGE (1 RUN)	26.00 Linear Feet	139.61	3,629.86	
63	63	24" R.C,P.(016') DRAINAGE (3 RUNS)	116.00 Linear Feet	141.31	16,391.96	
64	64	24" R.C.P. (618') DRAINAGE (4 RUNS)	384.00 Linear Feet	157.20	60,364.80	
65	65	24" R.CP (10112') DRAINAGE (1 RUN)	233.00 Linear Feet	163.58	38,114.14	
66	66	30" R.C.P, (811O') DRAINAGE (1 RUN)	43.00 Linear Feet	224.03	9,633.29	
67	67	30" R.C.P.(10112') DRAINAGE (1 RUN)	56.00 Linear Feet	212.89	11,921.84	
68	68	36" R.C.P.(8110') DRAINAGE (2 RUNS)	215.00 Linear Feet	271.10	58,286.50	
69	69	36" R.C.P. (10112') DRAINAGE (1 RUN)	75.00 Linear Feet	281.69	21,126.75	
70	70	42" R.C P. (016') DRAINAGE (1 RUN)	70.00 Linear Feet	319.19	22,343.30	
71	71	42" R.C.P.(618') DRAINAGE (1 RUN)	141.00 LinearFeet	334.34	47,141.94	
72	72	42" R.C.P.(10112') DRAINAGE (5 RUNS)	454.00 Linear Feet	349.95	158,877.30	
73	73	48" R.C.P. (10112') DRAINAGE (1 RUN)	55.00 Linear Feet	412.45	22,684.75	
74	74	54" R.C.P. (10112') DRAINAGE (1 RUN)	144.00 Linear Feet	507.94	73,143.36	
75	75	54" R.C.P. (12114') DRAINAGE (4 RUNS)	434.00 Linear Feet	530.07	230,050.38	
76	76	60" R.C.P. (10112') DRAINAGE (3 RUNS)	544.00 Linear Feet	629 42	342,404.48	
77	77	60" R.C.P. (12114') DRAINAGE (2 RUNS)	223.00 Linear Feet	653.70	145,775.10	
78	78	CURB INLET (014')
269,270,293,241,267,242,290,57,78,79,80,83,54,58	14.00 Each	9,758.78	136,622.92	
79	79	CURB INLET (416') 268	1.00 Each	9,963.58	9,963,58	
80	80	CURB INLET (618') 276A,238,239,53	4.00 Each	14,022.71	56,090.84	
81	81	CURB INLET (8110') 281,292,295,287,288	5.00 Each	14,16313	70,815.65	
82	82	CURB INLET (10/12') 275,260,259	3.00 Each	19,346.72	58,040.16	

3/112023 9:24 AM	Copyright©1989-2017 lnEight Inc, All Rights Reserved.	3 of B

Proposal
Line o.	Pay Item No.	Description	Quantity Unit of Measure·	Unit Price	Total Price Subtotal Description
83	83	CURB INLET (12/14') 262,263	2.00 Each	22,426.19	44,852.38

84	84	DOUBLE CURB INLET (0/4') 276A,297,303	3.00 Each	14,956.85	44,870.55

85	85	DOUBLE CURB INLET (4/6') 74	1.00 Each	17,912.77	17,912.77

86	86	DOUBLE CURB IN (8/10') 296	1.00 Each	19,785.86	19,785.86

87	87	DOUBLE CURB IN (10/12') 276	1.00 Each	21,676.99	21,676.99

88	88	"C" INLETS (0/4') 274A,284	2.00 Each	4,544.90	9,089.80

89	89	"C" INLETS (10/12') 246	1.00 Each	17,509.67	17,509.67

90	90	"C" INLETS (12/14') 245	1.00 Each	17,901.92	17,901.92

91	91	"E" INLETS (0/4') 283,302,60	3.00 Each	5,301.81	15,905.43

92	92	"E" INLETS (4/6') 243	1.00 Each	5,636 32	5,636.32

93	93	"E" INLETS (6/8') 282,300	2.00 Each	7,549.67	15,099.34

94	94	"E" INLETS (8/1O') 299	1.00 Each	8,986.33	8,986.33

95	95	"E" INLETS (10/12') 273,274	2,00 Each	13,379.81	26,759.62

96	96	"E" INLETS (12/14') 271	1.00 Each	16,076.51	16,076.51

97	97	"J" STORM MANHOLE (4/6') 240,77	2.00 Each	8,363.11	16,726.22

98	98	"J" STORM MANHOLE (6/8') 52,59,76	3.00 Each	7,457.14	22,371.42

99	99	"J" STORM MANHOLE (10/12') 272	1.00 Each	16,091.12	16,091.12

100	100	"J" STORM MANHOLE (12/14') 261	1.00 Each	21,561.17	21,561.17

101	101	15" PRECAST MES (291)	1.00 Each	2,074.38	2,074.38

102	102	24" PRECAST MES (298)	1.00 Each	2,807.82	2,807.82

103	103	30" PRECAST MES (294)	1.00 Each	3,702.70	3,702.70

104	104	36" PRECAST MES (286,289)	2.00 Each	4,699.32	9,398.64

105	48"POURED IN PLACE MES SUBCONTRACTOR (237)	1.00 Each	12,147.59	12,147.59

106	54"POURED IN PLACE MES SUBCONTRACTOR (264)	1.00 Each	18,595.22	18,595.22

107	60"POURED IN PLACE MES SUBCONTRACTOR (244)	1.00 Each	21,899.29	21,899.29
108	24" RCP PLUG DRAINAGE (301)	1.00 Each	290,26	290.26
109	36" RCP PLUG DRAINAGE (240A)	1.00 Each	449.97	449.97

110	60" RCP PLUG DRAINAGE (247,258A)	2.00 Each	826.17	1,652.34

111	CONN 60" RCP TO EXIST 60" RCP (258A)	1.00 Each	8,543.29	8,543.29

112	CONN 15" RCP TO EXIST STRUCTURE (51)	1.00 Each	3,285.98	3,285.98

113	CONN 18" RCP TO EXIST STRUCTURE (75)	1.00 Each	3,614.07	3,614.07

114	CONN 24" RCP TO EXIST STRUCTURE (51)	1.00 Each	3,767.28	3,767.28
115		ADJUST EXISTING MANHOLE TOP	2.00 Each	 1,592.90		3,185.80 STORM DRAINAGE SYSTEM		Subtotal:	2,240,953.70
Running Total:	7,402,877.78

116	6" PERF UNDERDRAIN N-12	1,500.00 Linear Feet	44.40	66,600.00

Proposal
Line No.	Pay Item No.	Description	Quanuty Unit of Measure	Unit Price	Total Price Subtotal Description
ROADWAY UNDER DRAIN	Subtotal:	66,600.00
Running Total:	7,469,477.78

117	PAVING AND DRAINAGE ASBUILTS	1.00 Lump Sum	72,201.48	72,201.48

PAVING AND DRAINAGE AS-BUILTS	Subtotal:	72,201.48
Running Total:	7,541,679.26

118	2" DR 9 PIPE (WATERMAIN)	455.00 Linear Feet	13.82	6,288.10

119	4" DR-18 PIPE (WATERMAIN)	1,187.DO Linear Feet	23.44	27,823.28

120	6" DR-18 PIPE (WATERMAIN)	109.00 Linear Feet	36.17	3,942.53

121	8" DR-18 PIPE (WATERMAIN)	4,248.00 Linear Feet	52.44	222,765.12

122	12" DR-18 PIPE (WATERMAIN)	1,871.00 Linear Feet	100.24	187,549.04

123	8" DUCT. IRON PIPE (WATERMAIN)	10.00 Linear Feet	230.55	2,305.50

124	4" GATE VALVE W/ BOX (WATERMAIN)	2.00 Each	2,178.84	4,357.68

125	6" GATE VALVE W/ BOX (WATERMAIN)	10.00 Each	2,431.24	24,312.40

126	8" GATE VALVE W/BOX (WATERMAIN)	25.00 Each	3,321,62	83,040.50

127	12" GATE VALVE W/ BOX (WATERMAIN)	4.00 Each	6,050.13	24,200.52

128	8" X 6" TEE (WATERMAIN)	8.00 Each	857.43	6,859.44

129	8" X 8" TEE (WATERMAIN)	9.00 Each	952.21	8,569.89

130	12" X 4" TEE (WATERMAIN)	2.00 Each	1,292.69	2,585.38

131	12" X 6" TEE (WATERMAIN)	2.00 Each	1,313.10	2,626.20

132	12" X 8" TEE (WATERMAIN)	3.00 Each	1,419.54	4,258.62

133	12" X 12" TEE (WATERMAIN)	1.00 Each	1,684.91	1,684.91

134	8" X 4" REDUCER (WATERMAIN)	4.00 Each	483.72	1,934.88
135	12" X 8" REDUCER (WATERMAIN)	1.00 Each	813.69	813.69
136	4" 11-1/4 DEG BEND (WATERMAIN)	1.00 Each	343.34	343.34
137	8" 11-1/4 DEG BEND (WATERMAIN)	2.00 Each	579.96	1,159.92
138	12" 11-1/4 DEG BEND (WATERMAIN)	14.00 Each	1,029.48	14,412.72
139	4" 22-1/2 DEGREE BEND (WATERMAIN)	2.00 Each	347.72	695.44
140	8" 22-1/2 DEGREE BEND (WATERMAIN)	5.00 Each	597.45	2,987.25
141	12" 22-1/2 DEGREE BEND (WATERMAIN)	1.00 Each	1,051.35	1,051.35
142	4" 45 DEGREE BEND (WATERMAIN)	2.00 Each	352.09	704.18
143	8" 45 DEGREE BEND (WATERMAIN)	14.00 Each	708.00	9,912.00
144	12" 45 DEGREE BEND (WATERMAIN)	10.00 Each	1,105.31	11,053.10
145	4" 90 DEGREE BEND (WATERMAIN)	1.00 Each	368.13	368.13
146	6" 90 DEGREE BEND (WATERMAIN)	6.00 Each	493.98	2,963.88
147	4" PIPE BELL RESTRAINTS (WATERMAIN)	19.00 Each	102.23	1,942.37
148	8" PIPE BELL RESTRAINTS (WATERMAIN)	115.00 Each	203.93	23,451.95

Proposal
Line No.	Pay Item No.	Description	Quantity Unit of Measure	Unit Price	Total Price
	Subtotal Description		
149	149	12" PIPE BELL RESTRAINTS (WATERMAIN)	39.00 Each	359,08	14,004.12	
150	150	4" X 2" TAPT CAP (WATERMAIN)	4.00 Each	300.63	1,202.52	
151	151	8" X 2" TAPT CAP (WATERMAIN)	7.00 Each	446.56	3,125.92	
152	152	12" X 2" TAPT CAP (WATERMAIN)	2.00 Each	686.83	1,373,66	
153	153	CONNECT TO EXIST 8" STUBOUT (WATERMAIN)	3.00 Each	2,465.71	7,397.13	
154	154	CONNECT TO EXIST 12" STUBOUT (WATERMAIN)	2 00 Each	3,817.37	7,634.74	
155	155	FIRE HYDRANT (WATERMAIN)	10.00 Each	6,307.85	63,078.50	
156	156	2" FLUSHING VALVE (WATERMAIN)	13.00 Each	2,756.39	35,833.07	
157	157	SAMPLE POINT (WATERMAIN)	13.00 Each	570.91	7,421.83	
158	158	JEA SHORT SINGLE SERVICE (WATERMAIN)	65.00 Each	1,297.15	84,314.75	
159	159	JEA SHORT DBLE SERVICE (WATERMAIN)	7.00 Each	2,817.90	19,725.30	
160	160	JEA LONG SINGLE SERVICE (WATERMAIN)	11.00 Each	1.554.16	17,095.76	
161	161	JEA LONG DBLE SERVICE (WATERMAIN)	35.00 Each	2,879.12	100,769.20	
		JEA WATER DISTRIBUTION SYSTEM		Subtotal:	1,049,939.81	
				Running Total:	8,591,619.07	
162	162	8"SDR-26 0/6' GRAVITY SEWER (14 RUNS)	1,842.00 Linear Feet	50.01	92,118.42	
163	163	8"SDR-26 6/8' GRAVITY SEWER (14 RUNS)	2,390.00 Linear Feet	63.22	151,095.80	
164	164	8"SDR-26 8/1O' GRAVITY SEWER (5 RUNS)	901.00 Linear Feet	65.77	59,258.77	
165	165	8"SDR-26 10/12' GRAVITY SEWER (1 RUN)	52.00 Linear Feet	70.59	3,670.68	
166	166	8"SDR-2612/14' GRAVITY SEWER (5 RUNS)	709.00 Linear Feet	74.36	52,721.24	
167	167	TYPE"A" SEW MANHOLE
4/6' (138,139,140,100,141,91,108,109,97,98,99,106,107,126,127,16
8,158,157)	18.00 Each	8,782.53	158,085.54	
168	168	TYPE"A" SEW MANHOLE
6/8' (85,101,61,62,94,86,103,95,167,128,159)	11.00 Each	9,718.86	106,907.46	
169	169	TYPE"A" SEW MANHOLE 8/10' (102,121)	2.00 Each	10,621.26	21,242.52	
170	170	TYPE"A" SEW MANHOLE 10112' (152,104)	2.00 Each	11,688.25	23,376.50	
171	171	TYPE"A"SEW MANHOLE 12114' (153,178)	2.00 Each	12,736.49	25,472.98	
172	172	TYPE"B"SEW MANHOLE 811O' (169,96)	2.00 Each	13,898.41	27,796.82	
173	173	TYPE"B"SEW MANHOLE 12114' (143,142)	2.00 Each	15,970.92	31,941.84	
174	174	8"X6"SEWER LATERAL 0/6'	44.00 Each	1,436.84	63,220.96	
175	175	8"X6"SEWER LATERAL 6/8'	55.00 Each	1,507.81	82,929.55	
176	176	8"X6"SEWER LATERAL 8/1O'	14.00 Each	1,875.17	26,252.38	
177	177	8"X6"SEWER LATERAL12/14'	13.00 Each	2,620.31	34,064.03	
178	178	CONNECT TO EXIST MANHOLE 6'-8' (SEWER) 129,90,160	3.00 Each	5,839.26	17,517.78	
179	179	CONNECT TO EXIST MANHOLE 8'-1O' (SEWER) 122	1 00 Each	6,236.67	6,236.67	
180	180	CONNECTTO EXIST MANHOLE 12'-14' (SEWER) 154,154,144	3,00 Each	7,826 29	23,478.87	

Line No.	
Pay Item No.	Proposal
Description Subtotal Description	
Quantity Unit of Measure	
Unit Price	
Total Price	
181	181	ADJUST EXISTING MANHOLE TOP (SEWER)	6.00 Each	1,378.99	8,273.94	
182	182	ADJUST EXISTING SEWER SERVICE	17.00 Each	500.57	8,509.69	
183	183	TV EXISTING SEWER MAIN	1,377.00 Linear Feet	4.50	6,196.50	
		JEA GRAVITY SANITARY SEWER SYSTEM		Subtotal:	1,030,368.94	
				Running Total:	9,621,988.01	
184	184	2" DR 9 PIPE (REUSE MAIN)	520.00 Linear Feet	14.00	7,280.00	
185	185	4" DR-18 PIPE (REUSE MAIN)	1,480.00 Linear Feet	23.32	34,513.60	
186	186	8" DR-18 PIPE (REUSE MAIN)	3,243.00 Linear Feet	52.29	169,576.47	
187	187	12" DR-18 PIPE (REUSE MAIN)	1,487.00 Linear Feet	97.88	145,547.56	
188	188	4" GATE VALVE W/ BOX (REUSE MAIN)	2.00 Each	2,178.84	4,357.68	
189	189	8" GATE VALVE W/ BOX (REUSE MAIN)	16.00 Each	3,321.62	53,145.92	
190	190	12" GATE VALVE W/BOX (REUSE MAIN)	4.00 Each	6,050.13	24,200.52	
191	191	8" X 4" TEE (REUSE MAIN)	2.00 Each	799.11	1,598.22	
192	192	8" X 8" TEE (REUSE MAIN)	6.00 Each	952.21	5,713.26	
193	193	12" X 8" TEE (REUSE MAIN)	2.00 Each	1,419.54	2,839.08	
194	194	12" X 12" TEE (REUSE MAIN)	1.00 Each	1,684.91	1,684.91	
195	195	8" X 4" REDUCER (REUSE MAIN)	3.00 Each	483.72	1,451.16	
196	196	12" X 8" REDUCER (REUSE MAIN)	1.00 Each	813.69	813.69	
197	197	4" 11-1/4 DEG BEND (REUSE MAIN)	4.00 Each	343.34	1,373.36	
198	198	8" 11-1/4 DEG BEND (REUSE MAIN)	2.00 Each	579.96	1,159.92	
199	199	12" 11-1/4 DEG BEND (REUSE MAIN)	16.00 Each	1,029.48	16,471.68	
200	200	4" 22-1/2 DEGREE BEND (REUSE MAIN)	2.00 Each	347.72	695.44	
201	201	8" 22-1/2 DEGREE BEND (REUSE MAIN)	2.00 Each	597.45	1,194.90	
202	202	4" 45 DEGREE BEND (REUSE MAIN)	1.00 Each	352.09	352.09	
203	203	8" 45 DEGREE BEND (REUSE MAIN)	11.00 Each	708.00	7,788.00	
204	204	12" 45 DEGREE BEND (REUSE MAIN)	6.00 Each	1,105 31	6,631.86	
205	205	4" 90 DEGREE BEND (REUSE MAIN)	1.00 Each	368.13	368.13	
206	206	4" PIPE BELL RESTRAINTS (REUSE MAIN)	24.00 Each	102.23	2,453.52	
207	207	8" PIPE BELL RESTRAINTS (REUSE MAIN)	69.00 Each	203.93	14,071.17	
208	208	12" PIPE BELL RESTRAINTS (REUSE MAIN)	29.00 Each	359.08	10,413.32	
209	209	4" X 2" TAPT CAP (REUSE MAIN)	5.00 Each	300.63	1,503.15	
210	210	8" X 2" TAPT CAP (REUSE MAIN)	2.00 Each	446.56	893.12	
211	211	12" X 2" TAPT CAP (REUSE MAIN)	1.00 Each	686.83	686.83	
212	212	CONNECT TO EXIST 4" STUBOUT (REUSE MAIN)	1.00 Each	1,716.96	1,716.96	
213	213	CONNECT TO EXIST 8" STUBOUT (REUSE MAIN)	2.00 Each	2,465.71	4,931.42	
214	214	CONNECT TO EXIST 12" STUBOUT (REUSE MAIN)	2.00 Each	3,817.37	7,634.74	

Line No.	
Pay Item No.	
Description	Proposal	
		Subtotal Description		
215	215	8" PVC CONFLICT CROSSING (REUSE MAIN)		
216	216	12" PVC CONFLICT CROSSING (REUSE MAIN)		
217	217	2" FLUSHING VALVE (REUSE MAIN)		
218	218	TEST POINT (REUSE MAIN)		
219	219	JEA SHORT SINGLE SERVICE (REUSE MAIN)		
220	220	JEA LONG SINGLE SERVICE (REUSE MAIN)		
221	221	JEA LONG DBLE SERVICE (REUSE MAIN)		

Quantity Unit of Measure	Unit Price

8.00 Each	6,817.50	Total Price

54,540.00	
2.00 Each	13,616.75	27,233.50	
8.00 Each	2,756.39	22,051.12	
13.00 Each	718.07	9,334.91	
72.00 Each	1,297.15	93,394.80	
16.00 Each	1,495.30	23,924.80	
17.00 Each	2,917.17	49,591.89	
		
JEA RECLAIMED WATER DISTRIBUTION SYSTEM		
Subtotal:	
813,132.70	
				Running Total:	10,435,120.71	
222	222	WATER, SEWER AND REUSE AS-BUILTS	1.00 LumpSum	66,538.77	66,538.77	
		WATER, SEWER AND REUSE AS-BUilTS		Subtotal:	66,538.77	
				Running Total:	10,501,659.48	
223	223	2" SCHD.40 PIPE	3,000.00 Linear Feel	13.56	40,680.00	
224	224	3" SCHD. 40 PIPE	3,000-.00 Linear Feet	17.33	51,990.00	
225	225	.4• SCHD 40 PIPE	4,000.00 Llne1;1r Feet	21.22	84,880.00	

226	
226	
6" SCHD 40 PIPE	
4,000.00 Linear Feel	
30.46	
121,840.00	
		IRRIGATION SLEEVES AND ELECTRICAL/TELEPHONE/CATV CONDUIT		Subtotal:	299,390.00	
				Running Total:	10,801,049.48	
227	227	JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE	1.00 LumpSum	125,000.00	125,000.00	
		JEA ELECTRICAL INFRASTRUCTURE ALLOWANCE		Subtotal:	125,000.00	
				Running Total:	10,926,049.48	
228	228	TESTING	1.00 LumpSum	169,255.77	169,255.77	
		TESTING		Subtotal:	169,255.77	
				Running Total:	11,095,305.25	
229	229	UNSUITABLES REMOVAL, DISPOSE ONSITE AND REPLACEMENT	40,000.00 Cubic Yard	63.54	2,541,600.00	
		UNSUITABLE MATERIAL REMOVAUREPLACEMENT		Subtotal:	2,541,600.00	
				Running Total:	13,636,905.25	
230	230	LANDSCAPING	1.00 Lump Sum	1,040,987.63	1,040,987.63	
		LANDSCAPING		Subtotal:	1,040,987.63	
				Running Total:	14,677,892.88	
231	231	PAYMENT AND PERFORMANCE BOND	1.00 Lump Sum	281,768.07	281,768.07	
232	232	CONTRACTORS WARRANTY	1.00 LumpSum	15,189.65	15,189.65	
		PAYMENT AND PERFORMANCE BOND/CONTRACTORS		Subtotal:	296,957.72	
		WARRANTY				
				Running Total:	14,974,850.60	
				GRAND TOTAL:	14,974,850.60	

Proposal Certification		

ID	11ask Name	!Duration	!Start	!Finish

2023

12024

8
SOUTHEAST QUADRANT RESIDENTIAL PH 460 days	Mon 4/3/23  Fri 7/5/24
MOBILIZATlON	460 days	Mon 4/3/23  Fri 7/5/24
EROSION CONTROL	460 days	Mon 4/3/23  Fri 7/5/24
CLEAR AND GRUBB	90 days	Mon 4/3/23  Sat 7/1/23
EARTHWORK	270 days	Mon 4/10/23 Thu 1/4/24
STORM DRAIN	100 days	Fri 6/9/23	Sat 9/16/23
SANITARY SEWER	100 days	Fri6/23/23	Sat 9/30/23
WATERMAIN	75 days	Sun 9/17/23 Thu 11/30/23
REUSE MAIN	75 days	Sun 10/1/23  Thu 12/14/23
1
SUBGRADE	40 days	Fri 11/17/23  Tue 12/26/23
CURB AND GUTTER	30 days	Wed 12/27/2Thu  1/25/24
LIMEROCK BASE	50 days	Fri 1/26/24	Fri 3/15/24
TV INSPECTION	60 days	Sat 3/2/24	Tue 4/30/24
ASPHALT PAVING	20 days	Wed 5/1/24  Mon 5/20/24
GRASSING	23 days	Tue 5/14/24  Wed 6/5/24
CLOSE OUTS	30 days	Thu 6/6/24	Fri 7/5/24

 Hl	H2	Hl		H2

Task Split
Milestone
Summary

Manual Task
,,, .. ""'  1 ,,1 • u,,,1.-,	Duration-only

Manual Summary Rollup	­
Manual Summary

Project: Southeast Quadrant
Residential Ph 1C - Preliminary Schedule Date: Wed 3/1/23

Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary

Start-only	[
		Finish-only	J
Deadline Progress Manual Progress

Page 1

GENERAL NOTES

The Proposer shall submit a detailed construction schedule with the proposal that outlines time frames for major work items. This schedule shall demonstrate completion within the time frames specified in this Proposal.

The Proposer shall submit a graphical representation of the project earthwork (heat map). This shall show the color coded depths of excavation and fill that were used to evaluate the earthwork quantities.

The proposer shall submit the earthwork cut/fill sheets that were generated by the earthwork software used to calculate the earthwork quantities.

Standard Engineers Joint Contract Documents Committee (EJCDC) contract documents as modified by the DISTRICT will be used for the Contract and General Conditions.

The DISTRICT will provide the following survey stakeout work for the Contractor on a one time basis. The Contractor must provide all other necessary survey work.

Two Project Benchmarks
Centerline P.l.s
Where so indicated in this Proposal, lump sum prices shall be expressed (printed or typed) ft, Word's' and numerals, and in the case of discrepancy between the two, the amount expressed in words shall govern.

The Contractor shall be responsible for, and his Proposal includes, coordinating the work necessary with City of Jacksonville and JEA.

The Contractor shall be responsible for coordinating the work necessary to complete all final approvals and acceptances and acceptances as required by the DISTRICT, COJ, FDEP, SJRWMD and JEA.

The Contractor shall complete his work ih a professional and workman-like manner typical of his industry. There shall be no sections or parts missing. Further, the work shall be complete and able to function for Its intended use. The work must be continuous.
fo.		All storm drainage must be maintained during construction. If this does not occur, the Contra t6r will be responsible for any damage that may result.

Water, sewer and reuse as-builts must include elevation on all water/storm and water/sanitary crossings. Sanitary Sewer services crossing1s are not included.

The Contractor must comply with and include in his bid all costs associated with compliance with the Florida Trench Safety Act.

PROPOSER accepts all of the terms and conditions of the Request for Proposal and Instructions to Proposers, including without limitation those dealing with the disposition of Bid Security. This Proposal will remain subject to acceptance for ninety (90) calendar days after the day of Proposal opening. PROPOSER will sign and deliver the required number of counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within fifteen (15)
·	calendar days after the date of DISTRICT's Notice of Award.

In submitting this Proposal, PROPOSER represent, as more fully set forth in the Agreement, that:

PROPOSER has visited the site and become familiar with and is satisfied as to the geriefal; local and site conditions that may affect cost, progress, performance and furnishing of the Work.

PROPOSER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, performance and furnishing of the Work.

PROPOSER has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site which have been identified in the Contract Documents. PROPOSER acknowledges that DISTRICT and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to Underground Facilities at or contiguous to the site. PROPOSER has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplemeQ.t SY examinations, investigations, explorations, tests, studies and data concerning conditiofis (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be employed by PROPOSER and safety precautions and programs incident thereto. PROPOSER does not consider that any additional examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance and furnishing of the Work in accordance with the times, price and other terms and conditions of the Contract Documents.

PROPOSER has correlated the information known to PROPOSER, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents.
PROPOSER has given ENGINEER written notice of all conflicts, errors, ambiguities- or discrepancies that PROPOSER has discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to PROPOSER, and the Contract
Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

The following documents are attached to and made a condition of this Bid:

Required Bid Bond;

Certificate as to Corporate Principal;

Attachment A- PROPOSER'S Sworn Affidavit;

Attachment B - List of Proposed Subcontractors;

Attachment C - Certificate of Compliance with Florida Trench Safety Act;

Miscellaneous Proposal Requirements found in Instructions to Proposers, Section 21.

Communications concerning this Bid shall be addressed to: The address of PROPOSER indicated below:
345 Cumberland Industrial Ct.	

St. Augustine FL. 32095	

Telephone Number	(9_0_4 )2_6_0_-6_3_9_3	 _

Terms used in this Bid which are defined in the General Conditions, Supplementary Conditions or Instructions will have the meanings indicated in the General Conditions, Supplementary Conditions or Instructions.

We, the Undersigned, hereby declare that no person, persons, firm, or corporation, other than the undersigned, are interested I this proposal as principals and that this Proposal is made without collusion with any person, firm, or corporation.

CORPORATE/COMPANY

By:	_
(Name typed or printed)

Address:	345 Cumberland Industrial Ct.

 St. Augustine FL. 32095	
Telephone No.: (904 )260-6393	Fax No.: (tQj 33£3-()d b
State Contractor License Number:	CUL  I J.QYOg, S 
Eederal I.D. Tax Number:			5"-3 ! to  SG:,:r

INDIVIDUAL

Address:

 St. Augustine FL. 32095	

Telephone No.: ( 904 )-=26=0'--6=3..a..93=----------
Federal I.D. Tax Number: 	_

CERTIFICATE AS TO CORPORATE PRINCIPAL

I, ---4-""""-l..l----><:k- -"='=--=----r+-'	that I am the Secretary of the Corporation named as Principal in
the	---1!41--1-l-!,&.LU_...Jlu:i..o!"a,!l,...L.,_...:.	who signed the said bond on behalf of the Principal,
was then 		--L..J....::1.LU,L!l,d.	!..L.	 of said Corporation; that I know his signature,

governing bo	.

and his signature hereto is genuine; and that said bond was duly signed, sealed, and a	sted for and in Behalf of said Corporation by authority of its

Secretary	Corporate Seal

STATE OF FLORIDA

COUNTY OF 5i, :.Sa nc.
The foregoing instrument was acknowledged before me this	\ si 	day of	 r,1..	, 2023,

by_	_	9oc:\,,
1

&r<1	, a Secretary, of	sc.\. '	a 	

corporation,

for and on behalf of said company.  Such person [	is personaHy known to me or [ ] produced
fe<SonA\11  LA..,"	as identification.

NOTARY STAMP:

	Signature of Notary PubI1c

'fVL RJAMG8MO	
NOTARY PUBLIC STATE OF FLORIDA NO. HH319586
MY COMMISSION EXPIRES OCT. 06, 2026

Printed Name of Notary Public

(Attach Power of Attorney to original Proposal Bond and Financial Statement of Surety Company)

END OF SECTION

ATTACHMENT A

PROPOSER'S SWORN AFFIDAVIT

TO: Boggy Branch Community Development District

At the time the proposal is submitted, the Proposer shall attach to his Bid a sworn statement.

This sworn statement shall be an affidavit in the following form, executed by an officer of the firm, association, or corporation submitting the proposal, and shall be sworn to before a person who is authorized by law to administer oaths.

C -,·

sTA TE oF _f----------16-r..Ji.-... o._ ---- coUNTY-oF_-_-J_---_tJ_h_n s -  Before e, the Undersignedauthorityp, ersonallyAppe d	+- of	 o..e. \	I	1 I who bemg duly sworn deposes and says he is	fun1.d<--0		JJ _t:(b
(Title)	(Firm)  C,v,\ &-6<.f'

The Proposer submitting the attached proposal for the work covered by the Documents in Bid No: 19115 Southeast Quadrant Residential Phase 1C , Duval County, Florida.

1.r)e,.

The affiant further states that no more than one proposal for the above-referenced project will be submitted from the individual, his firm or corporation under the same or different name, and that such Proposer has no financial interest in the firm of another proposer for the same work. That he, his firm, association or corporation has neither directly, nor indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with this firm's Bid on the above-described project. Furthermore, neither firm nor any of its officers are barred from participating in public contract lettings in the State of Florida or any other

state.		,:}v)i'
ropos7t

C,·v,·1
@JP

Sworn and subscribed to me this L
day of	MM,	, 2023.

By: u1,li/4 [)_
Prls[lo±:

:Inc· Notary Public
A	

(Title)	'signature
-:f1\«	o<I\.
Printed

....L.ne

My commission Expires:

tVCE.R JAMES RODEN NOTARY PUBLIC
"  NO. HH319586
MY COMMISSION EXPIRES OCT. 06,20

26 \

ATTACHMENT B

LIST OF PROPOSED SUBCONTRACTORS

List shall include the name of each Subcontractor where the amount of their work exceeds five percent (5%) of the Contract Price. Indicate percentage of Contract Price for each subcontractor listed. Attach additional information as needed.

Subcontractor No. 1

Name: Kudz.ve.

.•  I

Description of Work: A. ""'"H Pii.v:nj Percent of	ontract Price: z. 01• Previous Experience Together: 16 'let,.

Subcontractor No. 2

Name: SolA c:-41
Description of Work: I •t\cl ape Percent of Contract Price: 5 °10 Previous Experience Together:	1CAf5.

Subcontractor No. 3

Name:
Bescription of Work: Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 4

Name:
Description of Work: Percent of Contract Price:
Previous Experience Together:

Subcontractor No. 5

Name:
Description of Work: Percent of Contract Price:
Previous Experience Together:

ATTACHMENT C

CERTIFICATE OF COMPLIANCE WITH FLORIDA TRENCH SAFETY ACT

TO: Boggy Branch Community Development District

Trench excavations on this Project are expected to be in excess of five feet (5') deep. The Occupational Safety and Health Administration excavation safety standards, 29 CFR 1926.650 Subpart P, trench safety standards will be in effect during the period of construction of the Project.

Undersigned acknowledges that included in the various items of its Proposal and in the Total Proposal Price are costs for complying with the Florida Trench Safety Act (90-96, Laws of FL) effective October 1, 1990, and hereby gives assurance that the Contractor or Subcontractor performing trench excavation work on the Project will comply with the applicable trench safety standards. The Proposer further identifies the costs as follows:

	Trench Safety Item
(Description)	Unit Quantity	Units of Measure (LF, SY)	Unit Cost	Extended Cost	

'.  l. \.., '
A.	
Storm Drain	
2,000	
LF	
$2	·<1,..)
$4,000	

B.	
Gravity Sewer	
2,000	
LF	
$2	
$4,000	

C.						

TOTAL$	$8,000	

COMPANY NAME:	Besch and Smith Civil Group, Inc.

BY:

Nicole Besch

IT -:_-_-_ -_,  ,,fu>-=- .:...=. ·=6=,11.=--r .  ._/=Pa--"'S..Lc?=IJ=n-/-======= 
DATE:	M-a-rch-1'st, -20-23	

CONTRACT FORM AND CONDITIONS

This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations.

AGREEMENT
BETWEEN OWNER AND CONTRACTOR FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

Prepared by

ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE

Issued and Published Jointly by

ACEC
AMERICAN COUNCIL OF ENGINEERING COMPANIES

ASCE.
AMERICAN SOCIETY Of CML ENGINEERS

National Society of
Professional Engineers•

Endorsed by

S/

EJCDC C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

Copyright © 2013:

National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794
(703) 684-2882
www.nspe.org

American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005
(202) 347-7474
www.acec.org

American Society of Civil Engineers
1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723
www.asce.org

The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE.

EJCDC"' C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

AGREEMENT
BETWEEN OWNER AND CONTRACTOR
FOR CONSTRUCTION CONTRACT (STIPULATED PRICE)

THIS AGREEMENT is by and between Boggy Branch Community Development District	("Owner") and

		 ("Contractor"). Owner and Contractor hereby agree as follows:
ARTICLE 1 - WORK

Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:

ARTICLE 2 -THE PROJECT

2.01  The Project, of which the Work under the Contract Documents is a part, is generally described as follows: Southeast Quadran sidential Phase lC

ARTICLE 3 - ENGINEER

3.01 The Owner has retained England,  Jbims & Miller Jht ("Engineer") to act as Owner's representative, assume all duties and responsibilities, and have the rights and authority assigned to Engineer in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

ARTICLE 4 - CONTRACT TIMES

Time of the Essence
All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.
CoRtl'&Ct TtfflCS.' f;)etes
/1..	The Work 'Nill be substantially completes on or before_, anel eompleteel a1ul ready for final pavment in accordance with Paragraph 15.0€i of the General Conditions on or before
I J I

1.02	CoRtrect Tiffles: Doys

fe4

The '.A.'orlE  ,.,.•ill  ee substantially< completed within 		da11s after the date when the
Contract TilTles commence to run as provided in Paragraph 1.01 of the General Conaitions, and completed and ready for final pavment in accordance with Paragraph 15.0e of the

General Conditions within 	
to-fi:H:1-,

days after the date ·.vhen the Contract Times commence

Parts of the 1.6Jork shall be substantlall·t completed on or before the following Milestone(s):
Milestone 1 [m,•ent & date/da•,'s]
Milestone 2 [e\'ent & date/days]

Milestone 3 [e•,ient & date/days]
Liquidated Damages
A-: Contractor and Owner recognize that time is of the essence as stated in Paragraph 4.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with the Contract. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, iAstead of requiring any sueh proof, Owner and Contractor agree tl:iat as liqt,Jiaated damages for delay (but not as a 19enalty):
Substantial Com19letion: Contractor shall pay O•Nner $	for each da't' that expires after the time (as duly adjusted pursuaAt to the Contrast) specified in Paragraph <1.02.A  abo't'e for Substantial Completion until the Worl( is substantiall•,· con,plete.
Completion of Remaining V,1ork: After Substantial Completion, if Contractor shall neglect, refuse, or fail to cor:nplete the rnr:naining Vierk 'l.'ithin t!cie Contract Times (as
duly adjusteEI pursuant to the Contract) for cor:npletion and readiness for final payment, Contraetor shall pay O•1.'ner $	for eaeh day that ei r:,ires after su fi time until the Work is completed and ready for fiAal payment.
Uquidated dan,ages for failing to tin,e'ly attain Substantial Completion and final completion are not addlti• •e and will not ee imposeel concurrentlv.
Milestones: Contractor s!ciall pay Owner $	for each elay that ·expires after the time (as eluly adjusteel pursuant to the Contract) specified abo•.ie for achievement of Milestone 1, until Milestone 1 is achieved.

B. Boni.ls: Contractor and Owner further recogni2:e the owner will Feall2:e financial and other benefits if the Work is con,pleted prior to the time specified for Substantial Completion. Accordingly, OwAer aRd ContFactor agree that as a boRus for earl',' coR'lpletion, O•,•Jf1€F-$1;Ri"ll
 ay  Contractor $	foerach day prior to the time specified in Paragraph 4.02 fat
Sulcistantlal Completion (as dul11 adjusted pursuant to the Contrast) that the Work is sullstantiallv complete. The malEimum •.ialue oftt:lc eonus shall be limiteel to$

S13ecial DBfflages
In addition to the amount pro\lided for liquidated damages, Contractor sl'lall reinieurse Owner (1) for an•r fines or penalties in,posed on Owner as a aircct result of the Contractor's fc1ilure to attain Suestantial Completion accoreling to t!cie Contract Times, and (2) for the actual costs rcasonaely lncurreel B'/ Owner for engineering, construction oeser.iation, inspection, ans adn,inistrative sen.•ices needea after the time s19ecificd in Paragra-19h 4.02
for Susstantial Comf)letion (as dul1• adjuste·d pursuant to the Contract), until the substantiall11 complete.	'
After CoAtraetor achie¥es Suestantial Com19letion, if Contractor shall neglect, refuse, or fall to com19lete the remaining VJork v,1ithin the Contract Times, Contractor shall reimburse Owner for the actual costs re-asonabl·,• incurreel b't' Owner for engineering, construction obser¥ation, inspection, and adniinistrative services needed after the tin,e specified in

EJCDC" C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

Paragral=)f:1  4.02  for \'Vari< to  be completed and ready for final payment (as duly adfl'.l's4ea pursuant to the Contract), until the Work is completed anel ready for fihal payment.

ARTICLE 5 - CONTRACT PRICE

Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents the amounts that follow, subject to adjustment under the Contract:
For all Work other than Unit Price Work, a lump sum of: $	_
All specific cash allowances are included in the above price in accordance with Paragraph
13.02 of the General Conditions.
For all Unit Price 'Jt.'ork, an al"fJoUnt equal to the sum of the m<tended prices (established for each separate!•; identified item of Unit Price 1Norlcby multiplying the unit price ti -i h  actual quantity of that item):

YRit: Price IA<erk	
ttefR
Ne.	Descrip:tion	
YRit;	fist:imat:ed
Q1:1ant:it:\l	YRit;
P-Fi6e	fiMt:ended
P-Fi6e	

						
					.	
					•;•.:r-;-.:1 ••	
+otal of all !;xtended Prices for Unit Price 1,AJork (subject to final aajustmen:i:	$	
easeel on actual quaAtitiesl		
+he e rtended prices for Unit Price Work set forth as of the Hfoctit.•e Qa=l:e  of the Contract are based on estimateel quantities. ,O.s  pro•,cided in Paragraph 13.03 of the General Conditions, estiffiated quantities are not guaranteed, and determinations of actual quantities and classifications are to be ffiade B't' Engineer.
+otal of Lull'lp Sum ,A.mount and Unit Price Work (sueject to final Unit Price adjustment)

For all Work, at the prices stated in Contractor's Bid, attached hereto as an exhibit.

ARTICLE 6 - PAYMENT PROCEDURES

Submittal and Processing of Payments
Contractor shall submit Applications for Payment in accordance with Article 15 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.
Progress Payments; Retainage
O>Jmer  shall mal e progress pa •ments on account of the Contract Price on the basis of
Contractor's Applications for Payment on or about the 		da11 of each month during
performance of the Work as pro•,cided in Paragraph 6.02.l\.1 belo,...,, pro•,iaed that--51:1-€-h Applications for Payment ha•.«e been submitted in a timely manner and otherwise meet the

EJCoc• C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

 ife.ments of the Contract. All such payments will be measured by the Schedule of Values established as provided in the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no Schedule of Values, as provided elsewhere in the Contract.
Prior to Suestantlal Comf)letion, !')regress payments 11o'ill  be made in an amount equal to the percentage iAElicates below but, in each case, less the aggregate of pa•;ments previously maqe ans less such amounts as Owner may withhols, inclusing but not Iimites to liquidated damages, in accordance with the Contract
	 	percent of \/Vork completed (with the balance being retainage). If the Work
has been SQ percent ceR'!pleted as seterfflined ev Engineer, and if the character ans progress of the Werk ha1Je eeen satisfactory to Owner and Engineer, then as long as the character and progress of the \•Vari< remain satisfactory to Owner and Engineer, there will be no asditional retainage; and
			percent of cost of A'latN1als and equipR'lent not incorporated in the Work
{-with the balance being retainage).
Upen Suestantial Completion, OwAer shall pa•, aA  amount sufficient to increase total
.pa,,.ments to Contractor to		percent of the Work completed, less such aFf-lounts set off
b,, O•.vner pursuant to Paragraph 15.01.E: of the General Conditions, ans less   	p fcol'Jc1i
of Engineer's estimate of the value ef 11'/orl<to be completed or corrected as shown ot=i  the p1,meh list of items to be eompleteel or correcteel 13rior to final pa1•n1ent.
Fina! Payment
Upon fi.nal completion and acceptance of the \\'erk in accordance \•,•ith Paragraph 15.0e of the General Conditions, Owner shall pa11 the  remaineler of the Centract Price as recommended by Engineer as pre•.•ided in said Paragra13h 15.06.

ARTICLE 7 - INTEREST

All amounts not paid •Nhen due shall eear Interest at the rate sf 		percent per annuffl.

ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS

In order to induce Owner to enter into this Contract, Contractor makes the following representations:
Contractor has examined and carefully studied the Contract Documents, and any data and reference items identified in the Contract Documents.
Contractor has visited the Site, conducted a thorough, alert visual examination of the Site and adjacent areas, and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work.
Contractor is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

,.,-"

Contractor has carefully studied all: (1) reports of explorations and tests of sub'sUrfac·e conditions at or adjacent to the Site and all drawings of physical conditions relating' 'fo
existing surface or subsurface structures at the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings, and (2) reports and drawings relating to Hazardous Environmental Conditions, if

EJCDC" C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

any, at or adjacent to the Site that have been identified in the Supplementary Conditions, especially with respect to Technical Data in such reports and drawings.	·,:,,-rJu,
Contractor has considered the information known to Contractor itself; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Contract Documents; and the Site-related reports and drawings identified in the Contract Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and (3) Contractor's safety precautions and programs.
Based on the information and observations referred to in the preceding paragraph, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, wit i.l'.l th Contract Times, and in accordance with the other terms and conditions of the Contract.
Contractor is aware of the general nature of work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents.
Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents, and the written resolution thereof by Engineer is acceptable to Contractor.
The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.
Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents.	"-··· •···

ARTICLE 9 - CONTRACT DOCUMENTS

Ql	Contents
The Gentr::aet Decumehts censist of the follewing:
This Agreement (pages 1 to-'-' inch,1-sive).
Performance 0end (pages_ ta_, inclusi,..e).
Payment bond (pages _te	_,	inclusi•.«e).
Otl=!er eonds.
_(pages_  to	inclusii.•e).

NOTffa) TO l.13f.R:
 other bonds might inc,11:Jde  fflaintenanee ar vJBr."Bnty bands intended ta FR8-R6fJC  risk e#er com-pJetioR of the Work.
General Conditions (pages   ts_, iAclt,Jsi•.«e).
Supplementary ConditioAs (pages _to_, iAclt,Jsive).
Specifications.as listed In the taele of coAtents of the Pro1eet Man1:1al.

EJCDC"' C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

Dra•Nii'lgs (not ttached but incorporates by referei'lce) consisting of_ sheets with each sheet searing the follO'.ving general title: _ for] the Drawings listeel on the attached sheet index.
/1,ddenda (m.tmbers _to_, inclusi•.•e).
fi1f:iibits to this /\greement (enumerated as follows):
Com:ractor's Biel (pages _to_, inclusive).
The follo•,.,ing 'NAich may be delivered or issued on or after the Effective Date of the Contract and are not attaches f:iereto:
Notice to Proceed.
Vlorl< Change Directives.
Cf:iange Orders.
Field Orders.
The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above).
There are no Contract Documents other than those listed above in this Article 9.
The Contract Documents may only be amended, modified, or supplemented as provided:in the General Conditions.	,,c:

ARTICLE 10 - MISCELLANEOUS

Terms
Terms used in this Agreement will have the meanings stated in the General Conditions and the Supplementary Conditions.
A:S5igRmeRt af C6Rtroct
Unless m<pressly agreed to elsewhere in the Contract, no assignment b•y  a party hereto of any rights under or interests in the Contract will be binding on another part ' hereto
without the written consent of the 13arty sought to be bound; and, specifically but yp9ut limitation, ffione•1 that may becoFAe due and FAoney that is due ffi□y not be assign without such consent (except to the CJ<tent triat the effect of this restriction ma•t be limited
b•r law), and unless specificall',' stated to the contrary in an·r, ...1ritten consent to an assignment, no assignment will release or discharge the assignor froFA  any duty or responsibility under the Contract Documents.
Successors and Assigns
Owner and Contractor each binds itself, its successors, assigns, and legal representatives to the other party hereto, its successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents.
Severability
Any provision or part of the Contract Documents held to be void or unenforceablei under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continu to be valid and binding upon Owner and Contractor, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid

EJCDC" C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).

and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.
Contractor's Certifications
Contractor certifies that it has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for or in executing the Contract. For the purposes of this Paragraph 10.05:
"corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process or in the Contract execution;
"fraudulent practice" means an intentional misrepresentation of facts made (al to influence the bidding process or the execution of the Contract to the detriment of Owner, (bl to establish Bid or Contract prices at artificial non-competitive levels, or (cl to deprive Owner of the benefits of free and open competition;	· i .. :. , -
"collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of Owner, a purpose of which is to establish Bid prices at artificial, non-competitive levels; and
"coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract.
Other Provisions
Owner stipulates that if the General Conditions that are made a part of this Contract are based on EJCDC® C-700, Standard General Conditions for the Construction Contract, published by the Engineers Joint Contract Documents Committee®, and if Owner is the party that has furnished said General Conditions, then Owner has plainly shown·all modifications to the standard wording of such published document to the Contractor, through a process such as highlighting or "track changes" (redline/strikeoutl, or in the Supplementary Conditions.

IN WITNESS WHEREOF, Owner and Contractor have signed this Agreement.

This Agreement will be effective on 	(which is the Effective Date of the Contract).

OWNER:	CONTRACTOR:

Boggy Branch Community Development District		 By:	 By:
Title: 	 Title: 	

(If Contractor is a corporation, a partnership, or a joint venture, attach evidence of authority to sign.)

Attest:	Attest:

Title:		 Title:		 Address for giving notices:		Address for giving notices:

License No.:		
(where applicable)

(If Owner is a corporotion, attach evidence of authority to sign. If owner is a public body, attach evidence of q11_thority to sign and resolution or other documents authorizing execution of this Agreement.)

EJCoce C-520 (Rev. 1), Agreement Between Owner and Contractor for Construction Contract (Stipulated Price).
Copyright © 2013 National Society of Professional Engineers, American Council of Engineering Companies,
and American Society of Civil Engineers. All rights reserved. Page 8 of 8

Exhibit A

Amendment to Agreement

The following amendments modify change, or delete from, or add to, the Standard F rm of Agreement between Owner and Contractor for Construction ontract (Stipulated Price), EJCDC Document No. C-520 (Rev. 1), 2013 Edition. Where any Article of the Agreement is modified or deleted by these Amendments, the unaltered provision of the Article, paragraph, subparagraph or clause shall remain in effect.

ARTICLE 4 -CONTRACT TIMES

Delete paragraph 4.02 in its entirety and replace with:

The Work to be performed under this Agreement shall be commenced no later than ten (10) days from the date of the Notice to Proceed and will be Substanlially ornpleted within a nwnber of calendar days from the date the contract Times commence to run a noted in the Notice to Proceed to be determined by Owner in it reasonable discretion at the time of contract award and after receipt of Proposer' Initial Project Schedule and completed and ready for Final Payment with.in a number of calendar days from the date the Contract Times commence to run a noted in the Notice to Proceed, also to be determined by the Owner in its reasonable discretion at the time of contract award and after receipt of Proposer's Initial Project Schedule.

Liquidated Damages

Delete the remainder of this section after the second sentence entirely and insert the following:

Should the Contractor, or in case of bis default, the Surety fail to complete the Work within the time stipulated in the contract or within such extra time a, may have been granted by Owner the Contractor or in case of his default, the Surety ball pay to Owner not as a penalty but as liquidated damages, the amount of $ l 000 per day for the first two weeks of said breach or default and $2,000 per day thereafter.

ARTICLE 5 -CONTRACT PRICE

Delete paragraph 5.01.Band 5.01.C in its entirety.

ARTICLE 6 -PAYMENT PROCEDURES

Delete the first sentence of paragraph 6.02.A and replace with the following:

Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Application for Payment as recommended by Engineer as outlined in the Supplementary Conditions of the Contract Documents and as provided below.

Delete paragraph 6.02.A.1, 6.02.A.1.a., 6.02.A.1.b., and 6.02.B and insert the following paragraph:

Prior to 50 percent completion of the construction services purchased pursuant to the Contract, the Owner may withhold from each progress payment made to the Contractor an amount not exceeding 10 percent of the payment. After 50 percent completion of the construction services, the Contractor may present a payment request for up to one half of the retainage held, less such amounts as may be withheld pursuant to this Contract or applicable law. After 50 percent completion of the construction services, and until Final Completion and Acceptance of the Work by Owner, the Owner may, in its sole discretion, reduce to 5 percent the amount of retainage withheld from each subsequent progress payment made to the Contractor. Five percent of the Contract Price will be retained until Final Completion, acceptance of the Work by the Owner subject to paragraph 6.03 below, and Final Payment to the Contractor.

Delete paragraph 6.03 of the Agreement and replace with the following:

Upon Final Completion and acceptance of the Work in accordance with paragraph 14.07.B of the General Conditions and subject to final acceptance by St. Johns County and the local utility provider, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in said paragraph 14.07.B.

ARTICLE 7 - INTEREST

Delete paragraph 7.01 of the Agreement in its entirety and replace with:

All payments due and not made within the time prescribed by section 218.735, Florida Statutes, shall bear interest from thirty (30) days after the due date at the rate of one percent (1%) per month on the unpaid balance in accordance with section 218.74, Florida Statutes.

ARTICLE 9 - CONTRACT DOCUMENTS

Delete paragraph 9.01 in its entirety and replace with the following:

Proposal Package
Request for Proposals

Instructions to Proposers
Evaluation Criteria
Organizational Information of Proposer
Sworn Statement on Public Entity Crimes
Affidavit of Non-Collusion
Scrutinized Companies Form
Trench Safety Affidavit
Acknowledgement of Receipt of Documents
Addenda Acknowledgement
Proposal Official Bid Form w/ Attachments
Attachment A - Affidavit
Attachment B - List of Proposed Subcontractors

Contract Form and Conditions
Standard Form of Agreement between Owner and Contractor and Exhibit A, Amendments to Standard Form of Agreement
Public Construction Bond- Performance and Payment
Standard General Conditions of Construction Contract
Supplementary Conditions

Drawings consisting of the following plan sets: Southeast Quadrant Residential Phase 1C

Special Conditions

Technical Specifications - The technical specifications are the latest standards and specifications ofFDOT, St. Johns County and COSA.	·, ·,

Appendices
Permits
Geotechnical Reports

Exhibits to this Agreement (enumerated as follows):
Contractor's Proposal
Documentation submitted by Contractor prior to Notice of Award

The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto:	_.., .,..,..,
Notice to Proceed - Contractor shall not undertake any Work until a Notice to Proceed is delivered
Work Change Directives
Change Order(s)

The documents listed above are attached to this Agreement (except as expressly noted otherwise above)

Page 3 of 4

. ')

There are no Contract Documents other than those listed above in this Article 9

The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.04 of the General Conditions

ARTICLE 10-	MISCELLANEOUS

Delete paragraph 10.02 in its entirety and replace with:

Contractor agrees that he or she shall not be allowed to assign any right under or interest in the Contract without the written consent of the Owner; and, specifically, but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

Page 4 of 4

This document has important legal consequences· consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the Controlling Law.

STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
Prepared by

ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE

-A--C--E--C--

and

·scr

Issued and Published Jointly By

fj

National Society of Professional Engineers
Professional Engineers In Private Practice

American Society of Civil Engineers

PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE
a practice division of the
NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS

AMERICAN COUNCIL OF ENGINEERING COMPANIES

AMERICAN SOCIETY OF CIVIL ENGINEERS

This document has been approved and endorsed by

The Associated General Contractors of America

Knowledge lo< Creali"I:
and Suslaining
1ho Built Environmenl

Construction Specifications Institute

EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright© 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
	00700- 0	

Copyright ©2002

National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314

American Council of Engineering Companies 1015 15th Street, N.W., Washington, DC 20005

American Society of Civil Engineers
180 I Alexander Bell Drive, Reston, VA 20191-4400

These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No. C-001) (2002 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (No. C-800) (2002 Edition).

EJCDC C-700 Standard General Conditions of the Construction Contract.
Copyright© 2002 National Society of Professional Engineers for EJCDC. All rights reserved.
	00700-1	

('

	,	BESCAND-01	si=_s.S..l;E

I	9/15/2022

RD.	CERTIFICATE OF LIABILITY INSURANCE	DATE (MMIDD/YYYY)
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANO CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BYTHEPOLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or be endorsed, If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemont(s).
PRODUCER	l.l CT Sue j:sser

219N. Newnan Street

Cecil W. Powell & Company	f,:/g! o E><l): (904) 353-3181	j r.e .Nod904) 353-5722
Jacksonville, FL 32202	1."""   le••.  SEsser@cwpowellins.com
INSURE!l{SI AFFORDING COVERAGE	NAIC#

'--		INSURER A: National Trust Insurance Co	20141	
INSURED		INSURER B:FCCI Insurance Companv	10178	
	Besch and Smith Civil Grot,ip, Inc.	1NsURER c :Zenith Insurance Co	13269	
	345Cumberland Industrial Ct	INSURER o :XL Specialtv Insurance Co	37885	

St. Augustine, FL 32095-8953

INSURER E: INSUREiR F:

----

COVERAGES	CERTIFICATE NUMBER·	REVISION NUMBER·
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
l J:	TYPE OF INSURANCE	1 ,.\l,P,}1W9	POLICY NUMBER	POLICY EFF	POLICYl'fXP	LIMITS

A -X

COMMERCIAL GENERAL LIABILITY

EACH OCCURRENCE

$	1,000,000

x I	CU\IMS-MAOE

X OCCUR

GL 10007276201

9/15/2022

9/15/2023-RE 1/)f3!;. T<j}ENTED,_,	.,

100,000

,x_

Incl Contractual
BlktAI& WOS

fi/i_ED E)(P ( AJ11l !lM p lfillli)_ $		5,000 PER.SONAL&ADV INJURY	$	1,000,000

=r-,(LAGGREG,\lE LIMIT AP□PLIES PER:

GENERAL AGGREGATE	$

2,0Q0,000

POLICY X r8i
OTMER'
B ,_AUTOMOBILE LIABILITY
X  ANY AUTO

LOC

CA10007276101

9/15/2022

9/15/2023

PR.QOIJGTS • GOMPIQP A_r,G
XCU Included
£  ,,SINGLELIMIT

00Dll_Y IN.JIJRV {Per Mrson\

2,000,000
,.	1,000,000
\

OWNFO	-
-	AUTOSO'-ILY

SCHEDULED
,-.	AlJTOS

E!OOII V IN.JIJf/.Y ( r aooldentL $

I

X  I.MPs ONLY

X8 ai1:!io/

W..?::CE!m AMAGc	t

X
A ,_X

8l:!l'p/C<,Jl$1000 'x
UMBRELLA LIAB

F,lllgl,ur va oo
OCCUR

Inc Contractual

EACH QCC[)RREN<;E

$
$	10,000,000

EXCESS LIAB	CLAIMS-MADE DED I I RETENTION$
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY	YIN
!A1NYffPRtO:;P,l'nIJiljOiRjIPARTNER/ ECUTIVE [[]

NIA

UMB10007276301

2127431008

9/15/2022

10/18/2022

9/15/2023

10/18/2023

AGGREGATE
I	m;rttr I I grt·
(:.L.Al.ti ACClflt,Nr

s
$

.L .._

10,000,000

1,000,000

EXCLUDED
i it ftfiJ h PERATIONS below
Scheduled Equipment

UM00022802MA22A

2/3/2022

2/3/2023

E.1.. PISEASC.- £:A Et-1.fll.OY!:f S	1,000,000
E.L OISE.ASE. PQUCV UMlT $	1,000,000

See Below

DESCRIPllON OF OPfilv\llONS I LOCl\llONS I VEHICLES (ACORD 101, Addltlanol Romark, Schodule, may be attached If moro opoco Is required) Re: CAT 330FL, Sorin! #MBX10239 5164,GOG
Certificate holder listed as loss payee on Equipment Polley.

CERTIFICATE HOLDER	CANCELTION

I	SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.	
	AUTHORIZED REPRESENTATIVE
tJ?.	'	
ACORD 25 (2016/03)	© 1988-2015 ACORD CORPORATION. All rights reserved.
The ACORD name and logo are registered marks of ACORD

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Ratification of Requisitions Nos. 174 - 182

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as of January I, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January I, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	174

Name of Payee: ENGLAND-TRIMS & MILLER, INC.
First Citizens
ABA Routing #053100300 Jacksonville, FL
Account #9061592290 - England, Thims & Miller, Inc.

Amount Payable:	$7,025.34

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): COJ Inspection Services and Contract Administration (Phase lB) (WA#6) Invoice 206245 (Dec 2022)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series 2021
The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the Issuer, or
D	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 Issuer 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 Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

By	\(od,,.,	
Responsibfficer

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

If this requisition is for a disbursement for 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 Date: January 12, 2023

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trnsl Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as of January I, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January I, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number:  175

Name of Payee: ETM Surveying & Mapping, Inc.
WIRE INSTRUCTIONS:	First Citizens Bank
ABA Routing No.: 053100300
Account No.: 009061592282
Amount Payable:	$1,891.00

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): SEQ Residential Ph IA- Platting Services - Invoice 0022348 (Dec 2022)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series 2021 The undersigned hereby certifies that:
X	obligations in the stated amount set forth above have been incurred by the Issuer, or
D	this requisition is for Costs of Issuance payable from the Acquisition and
Constrnction Fund that have not previously been paid;

each disbursement set forth above is a proper charge against the Acquisition and Constrnction 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 Issuer 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 lssuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

v; j,.·	

By
Re°sponsiOfficer

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

If this requisition is for a disbursement for other than Costs oflssuance, 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.

-  l-·e -r- --------
Date: January 12, 2023

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as of January 1, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January I, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):
Requisition Number:  176

Name of Payee: ETM Surveying & Mapping, Inc.
WIRE INSTRUCTIONS:  First Citizens Bank
ABA Routing No.: 053100300
Account No.: 009061592282
Amount Payable:	$1,998.75

Purpose for which paid or incurred (refer also to specific contract if amount is due and payable pursuant to a contract involving progress payments, or, state Costs of Issuance, if applicable): SEQ Residential Ph 1B - Platting Services- Invoice 0022358 (Dec 2022)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series 2021 The undersigned hereby certifies that:
X	obligations in the stated amount set forth above have been incurred by the Issuer,

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 Issuer 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 Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

By:

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

If this requisition is for a disbursement for 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.

Conson,_,}i_ew_er  £) 

Date: January 12, 2023

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the tenns of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as of January 1, 2021, as supplemented by that ce1tain First Supplemental Trust Indenture dated as of January 1, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

(A)	Requisition Number:	177

(8)	Name of Payee:	V aliencourt Construction Co., Inc.

ACH & Wire Instructions:
Receiving Bank: Synovus Bank 1148 Broadway
Columbus, GA 31901
ABA Routing Number: 061100606 Beneficiary Name: Vallencourt Construction Co, Inc.
449 Center St. Green Cove Springs, FL 32043 Account Number: 1011287909

Amount Payable:	$ 452,931.69

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 ofissuance, if applicable): SEQ Residential, Phase IA & 18 - Pay Request No. 23 Dec 2022)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the Issuer, or
I]	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 Issuer 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 Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

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

If this requisition is for a disbursement for other than Costs oflssuance, 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.
1i i0
Consulting Engineer

Date: January 13, 2023

0-2

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indentme from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as of January I, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of Januaiy 1, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	178

Name of Payee:	JEA

SEND CHECK TO:	ENGLAND-TRIMS & MILLER,lNC.
ATTN: SHELLEY BLAIR
14775 OLD ST. AUGUSTINE ROAD JACKSONVILLE, FL 32255

Amount Payable:	$6,764.00

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):	SEQ Phase 1 Commercial Irrigation Meter Installation - New Service Application No. 2019-2905

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series The undersigne ·eby certifies that:
X	obligations in the stated amount set forth above have been incurred by the Issuer,
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 Issuer notice of any lien, right to lien, or attaclunent 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.

D-1

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 Issuer 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 Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

t3wLl ._

sy: \Z u  A 
Responsib	fficer

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

If this requisition is for a disbursement for other than Costs oflssuance, 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 ccpo,t shall have been amended o, mod;fied on thedateiPh"-er- """o-f._A_.  \J  ----------

Consulting Engineer

Date: February 9, 2023

0-2

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the tenns of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee''), dated as of January 1, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January l, 2021, (collectively, the "Indenture'') (all capitalized temis used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	179

Name of Payee: ENGLAND-TRIMS & MILLER, INC.
First Citizens
ABA Routing #053100300 Jacksonville, FL
Account #9061592290 - England, Thims &;Miller, Inc.

Amount Payable:	$1,021.00

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):  Seven Pines Phase 2 Site Plan Changes - Invoice 206868 (Jan 2023)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series
2021
The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the Issuer, or
O	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.

TI1e undersigned hereby further certifies that there has not been:filed wil,h or served upon the Issuer notice of any lien, right to lien, or attachment upon, or claim affecting the right to receive payment of, any

D-1

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 Issuer is at the date of such certificate entitled to retain.
Originals or copies of the invoice{s) from the vendor of the property acquired or the services rendered, orother appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

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

If this requisition is for a disbursement for other than Costsof Issuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicableacquisition orconstruction contract; (ii) theplans and specifications for theportion of theProject 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.
_]\ k\J£)
Consulting Engineer

Date: February 14, 2023

D-2

FORM OF REQUISITION
BOGGY BRANCH CO UNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the "Issuer") hereby submits the following requisition for disbursement under and pursuant to the tenns of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the "Trustee"), dated as ofJanuary I, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January 1, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	180

Name of Payee: ENGLAND-THIMS & MILLER, INC.
First Citizens
ABA Routing #053100300 Jacksonville, FL
Account #9061592290 • England, Tbims & Miller, Inc.

Amount Payable:	$5,247.87

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 applicsble): COJ Inspection Services and Contract Administration (Phase 1B) (WAi/6) Invoice 206885 (Jan 2023)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series 2021
The undersigned hereby certifies that:

X	obligations in the stated amount set forth above have been incurred by the Issuer, or
D	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;
eacll 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 orserved upon the Issuer notice of any lien, right to lien, or attachment upon, or claim affecting lhe right to receive payment of, any

D-1

of the moneys payable to the Payee set forth above, which has not been released or will not be released simultaneouslywith the payment hereof.

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

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

By:

R¥espon:siblLe Of!fi ILt	

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

Ifthis requisition isfor adisbursement forother than Costsoflssuance, the undersigned Consu1ting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition orconstruction contract; (ii) theplans and specificationsfor the portionof theProject with respect to which such disbursement is being made; and (iii) the report of the Consulting Engineer, as such report shall have been amended ormodified on the date hereof.
2s»k0 
Consulting Engineer

Date: February 14, 2023

D-2

FORM OF REQUISITION
BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (the “Issuer”) hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the “Trustee”), dated as of January 1, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of January 1, 2021, (collectively, the “Indenture”) (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	181

Name of Payee: ENGLAND-THIMS & MILLER, INC.
First Citizens
ABA Routing #053100300 Jacksonville, FL
Account #9061592290 - England, Thims & Miller, Inc.

Amount Payable:	$ 12,083.32

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):	SEQ Residential Phase 1C Proposal Documents & RFP Process (WA#12) Invoice 206978 (Jan 2023)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series 2021
The undersigned hereby certifies that:

×	obligations in the stated amount set forth above have been incurred by the Issuer,

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 Issuer 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 Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

By: 		 Responsible Officer

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

If this requisition is for a disbursement for 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

Date: February 14, 2023

FORM OF REQUISITION
llOGGY llRANCH COMMUNITY DEVELOPMENT DISTRICT SPECIAL ASSESSMENT BONDS, SERIES 2021

The undersigned, a Responsible Officer of the Boggy Branch Community Development District (tl1e "Issuer") hereby submits the following requisition for disbursement under and pursuant to the terms of the Master Trust Indenture from the Issuer to U.S. Bank National Association, as trustee (the 'Trustee"), dated as of Janua1y I, 2021, as supplemented by that certain First Supplemental Trust Indenture dated as of Januaiy I, 2021, (collectively, the "Indenture") (all capitalized terms used herein shall have the meaning ascribed to such term in the Indenture):

Requisition Number:	182

Name of Payee:	V allencourt Construction Co., Inc.

ACH & Wire Instructions:
Receiving Bank: Synovus Bank 1148 Broadway
Columbus, GA 31901
ABA Routing Number: 06 l l 00606 Beneficia,y Name: Vallencourt Construction Co, Inc.
449 Center St. Green Cove Springs, FL 32043 Account Number: 1011287909

Amount Payable:	$ 604,244.39

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): Seven Pines, Phase lA & lB - Pay Request No. 24 (Jan 2023)

Amount, if any, that is used for a Deferred Cost:

Fund or Account from which disbursement to be made: Special Assessment Bonds, Series The undersigned hereby certifies that:

l.	X	obligations in the stated amount set forth above have been incurred by the Issuer, or
D	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 Constrnction Fund;

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

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

The undersigned hereby further certifies that there has not been filed with or served upon the Issuer notice of any lien, right to lien, or attachment upon, or claim affecting theright 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 requ1s1tton contains no item representing payment on account of any retained percentage which the Issuer is at the date of such certificate entitled to retain.

Originals or copies of the invoice(s) from the vendor of the property acquired or the services rendered, or other appropriate documentation of costs paid, with respect to which disbursement is hereby requested are on file with the Issuer.

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

By:

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

If this requisition is for adisbursement for other than Costs oflssuance, the undersigned Consulting Engineer hereby certifies that this disbursement is for a Cost of the Project and is consistent with: (i) the applicable acquisition orconstruction 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.
3<,)!A.W
Consulting Engineer

Date: February 22, 2023

0-2

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Ratification of Funding Request Nos. 64

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Funding Request No. 64
10/13/2022		
Item		Invoice	General Fund	
No.	Vendor	Number	FY 2022	

1	
England-Thims & Miller
Engineering Services Through 10/01/2022	

204899	

$	294.00	
		
Subtotal	
$	294.00	
		TOTAL	$294.00	

Board M ber		

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Ratification of Payment Authorizations Nos. 68-73

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 68
12/15/2022		
Item No.	
Vendor	Invoice Number	General Fund FY 2023	

1	
JEA (paid online)			
	5211 Lacebark Pine (various); 10/17/22-11/23/22	Acct: 1832950202	$16,340.73	
2	PFM Group Consulting			
	District Management Fee: December 2022	DM-12-2022-05	$  2,083.33	
				
		TOTAL	$18,424.06	

Bo	Member

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

12/22/2022		
Item No.	
Vendor	Invoice Number	General Fund FY 2023	

1	
Kutak Rock			
	District Counsel Through 11/30/22	3156144	$	346.00	
2	PFM Group Consulting			
	Dissemination Fee S2021: 10/01/22-12/31/22	123220	$  1,250.00	
				
		TOTAL	$  1,596.00	

Payment Authorization No. 69

I

Please Return To:
Boggy Branch COD
c/o PFM Group Consulting, LLC 3501 Quadrangle Blvd. Ste. 270
Orlando, FL 32817

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 70
1/5/2023				
Item No.	
Vendor	Invoice Number	General Fund FY 2023	

1	
PFM Group Consulting			
	District Management Fee: January 2023	DM-01-2023-05	$ 2,083.33	
2	VGlobalTech			
	Monthly Website Fee: October 2022	4394	$	135.00	
	Monthly Website Fee: November 2022	4475	$	135.00	
	Monthly Website Fee: December 2022	4602	$	135.00	
				
		TOTAL	$ 2,488.33	

Board	ber

K, l_t, •--L

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 71

1/12/2023

Item		Invoice	General Fund	
No.	Vendor	Number	FY 2023	

1	
Jacksonville Daily Record			
	Legal Advertising on 01/12/23	23-00136D	$	113.38	
2	JEA (paid online)			
	5211 Lacebark Pine (various); 11/15/22-12/21/22	Acct: 1832950202	$17,361.15	
3	Waste Pro (paid online)
Acct: 172471; Service 12/22/22-01/31/23	
1416209	
$	180.06	
				
		TOTAL	$17,654.59	

Board mber

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 72

2/2/2023		
Item No.	
Vendor	Invoice Number	General Fund FY 2023	

1	
Kutak Rock
District Counsel Through 12/31/22	

3169929	

$	672.00	
2	VGlobalTech			
	Monthly Website Fee: January 2023	4682	$	135.00	
				
		TOTAL	$	807.00	

BOGGY BRANCH
COMMUNITY	DEVELOPMENT	DISTRICT

Payment Authorization No. 73

2/9/2023				
Item No.	
Vendor	Invoice Number	General Fund FY 2023	

1	
PFM Group Consulting			
	District Management Fee: February 2023	DM-02-2023-05	$  2,083.33	
2	Ryals Creek COD			
	lnterlocal Agreement: FY 2022	01292022	$  2,493.92	
	lnterlocal Agreement: FY 2023	01302023	$42,947.21	
3	Waste Pro (paid online)			
	Acct: 172471; Service 02/01/23-02/28/23	1497526	$	140.40	
				
		TOTAL	$47,664.86	

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:[	).	0,.J!./-.+hi?"\ k. we.	the.

,.

Please Return To:
Boggy Branch COD
c/o PFM Group Consulting, LLC 3501 Quadrangle Blvd. Ste. 270
Orlando, FL 32817

wcJJd- -+h S, yecJt...

BOGGY BRANCH COMMUNITY DEVELOPMENT DISTRICT

Review of District Financial Statements

Boggy Branch CDD Statement of Financial Position As of 1/31/2023

General Fund	Debt Service Fund

Capital Projects Fund

Long Term Debt	Total

	Assets		
Current Assets
General Checking Account	

$36,692.64				

$36,692.64	
Assessments Receivable	228,013.50				228,013.50	
Assessments Receivable			$828,300.00		828,300.00	
Debt Service Reserve 2021 Bond			828,600.00		828,600.00	
Revenue 2021 Bond			749.06		749.06	
Acquisition/Construction 2021 Bond				$10,528.90	10,528.90	
Total Current Assets	$264,706.14		$1,657,649.06		$10,528.90		$0.00		$1,932,884.10	

Investments											
Amount Available in Debt Service Funds							$829,349.06		$829,349.06	
Amount To Be Provided							13,740,650.94		13,740,650.94	
Total Investments			$0.00		$0.00		$14,570,000.00		$14,570,000.00	
Total Assets	$264,706.14		$1,657,649.06		$10,528.90		$14,570,000.00		$16,502,884.10	

Liabilities and Net Assets

Current Liabilities

Accounts Payable	$2,601.71								$2,601.71	
Due to Developer	12,000.00								12,000.00	
Deferred Revenue	228,013.50								228,013.50	
Deferred Revenue			$828,300.00						828,300.00	
Retainage Payable					$757,341.95				757,341.95	
Total Current Liabilities	$242,615.21		$828,300.00		$757,341.95		$0.00		$1,828,257.16	

Long Term Liabilities
Revenue Bonds Payable - Long-Term							

$14,570,000.00		

$14,570,000.00	
Total Long Term Liabilities			$0.00		$0.00		$14,570,000.00		$14,570,000.00	
Total Liabilities	$242,615.21		$828,300.00		$757,341.95		$14,570,000.00		$16,398,257.16	

Boggy Branch CDD Statement of Financial Position As of 1/31/2023

General Fund	Debt Service Fund	Capital Projects Fund	Long Term Debt	Total

Net Assets

Net Assets, Unrestricted	($1,797.00)								($1,797.00)	
Net Assets - General Government	(689.14)								(689.14)	
Current Year Net Assets - General Government	24,577.07								24,577.07	
Net Assets, Unrestricted			$1,091,204.73						1,091,204.73	
Current Year Net Assets, Unrestricted			(261,855.67)						(261,855.67)	
Net Assets, Unrestricted					($740,990.92)				(740,990.92)	
Current Year Net Assets, Unrestricted					(5,822.13)				(5,822.13)	
Total Net Assets	$22,090.93		$829,349.06		($746,813.05)		$0.00		$104,626.94	
										
Total Liabilities and Net Assets	$264,706.14		$1,657,649.06		$10,528.90		$14,570,000.00		$16,502,884.10	

Boggy Branch CDD Statement of Activities As of 1/31/2023

General Fund

Debt Service Fund

Capital Projects Fund

Long Term Debt	Total

Revenues

Off-Roll Assessments	$76,004.50								$76,004.50	
Developer Contributions	7,491.70								7,491.70	
Inter-Fund Group Transfers In			($7,765.90)						(7,765.90)	
Developer Contributions					$1,078,505.41				1,078,505.41	
Inter-Fund Transfers In					7,765.90				7,765.90	
Total Revenues	$83,496.20		($7,765.90)		$1,086,271.31		$0.00		$1,162,001.61	

Expenses

Public Officials Insurance	$2,504.00								$2,504.00	
Trustee Services	1,346.88								1,346.88	
Management	8,333.32								8,333.32	
Dissemination Agent	1,250.00								1,250.00	
District Counsel	904.50								904.50	
Legal Advertising	492.01								492.01	
Miscellaneous	1,269.17								1,269.17	
Web Site Maintenance	615.00								615.00	
Dues, Licenses, and Fees	175.00								175.00	
Water	38,790.19								38,790.19	
Dumpster	180.06								180.06	
General Liability Insurance	3,059.00								3,059.00	
Interest Payments			$261,087.50						261,087.50	
Engineering					$17,916.66				17,916.66	
Capital Expenditures					1,074,561.03				1,074,561.03	
Total Expenses	$58,919.13		$261,087.50		$1,092,477.69		$0.00		$1,412,484.32	

Other Revenues (Expenses) & Gains (Losses)

Interest Income			$6,997.73						$6,997.73	
Interest Income					$384.25				384.25	
Total Other Revenues (Expenses) & Gains (Losses)	$0.00		$6,997.73		$384.25		$0.00		$7,381.98	
Change In Net Assets	$24,577.07		($261,855.67)		($5,822.13)		$0.00		($243,100.73)	

Net Assets At Beginning Of Year	
($2,486.14)		
$1,091,204.73		
($740,990.92)		
$0.00		
$347,727.67	

Net Assets At End Of Year	
$22,090.93		
$829,349.06		
($746,813.05)		
$0.00		
$104,626.94	

Boggy Branch Community Development District
Budget to Actual
For the Month Ending 1/31/23

Year To Date
Actual	Budget	Variance	FY 2023 Adopted
Budget

Revenues

Developer Contributions	$	7,491.70		$	-		$	7,491.70		$	-	
Assessments	76,004.50		101,339.33		(25,334.83)			304,018.00	
Net Revenues	$	83,496.20		$	101,339.33		$	(17,843.13)		$	304,018.00	

Expenditures

Public Officials Insurance	2,504.00		873.33		1,630.67		2,620.00	
Trustee Fees	1,346.88		1,833.33		(486.45)		5,500.00	
District Management	8,333.32		8,333.33		(0.01)		25,000.00	
Engineering Fees	0.00		3,333.33		(3,333.33)		10,000.00	
Dissemination Agent	1,250.00		1,666.67		(416.67)		5,000.00	
District Counsel	904.50		8,333.33		(7,428.83)		25,000.00	
Legal Advertising	492.01		500.00		(7.99)		1,500.00	
Postage	0.00		166.67		(166.67)		500.00	
Arbitrage Rebate Calculation	0.00		250.00		(250.00)		750.00	
Audit	0.00		1,191.67		(1,191.67)		3,575.00	
Insurance - General Liablity	3,059.00		1,067.33		1,991.67		3,202.00	
Miscellaneous - bank charges	1,269.17		1,000.00		269.17		3,000.00	
Website	615.00		840.00		(225.00)		2,520.00	
Dues, Licenses & Fees	175.00		58.33		116.67		175.00	
Office miscellaneous	0.00		166.67		(166.67)		500.00	
Contingency	0.00		3,333.33		(3,333.33)		10,000.00	
Field Management	0.00		1,200.00		(1,200.00)		3,600.00	
Lake Maintenance	0.00		800.00		(800.00)		2,400.00	
Landscape Maintenance	0.00		16,000.00		(16,000.00)		48,000.00	
Landscape Improvements	0.00		1,668.00		(1,668.00)		5,004.00	
Irrigation Repairs	0.00		1,668.00		(1,668.00)		5,004.00	
Utilities	38,790.19		14,000.00		24,790.19		42,000.00	
Fountains	0.00		326.67		(326.67)		980.00	
General Maintenance	0.00		1,668.00		(1,668.00)		5,004.00	
Security	0.00		4,000.00		(4,000.00)		12,000.00	
Bridge	0.00		1,666.67		(1,666.67)		5,000.00	
Master Expenditures	$	58,739.07		$	75,944.67		$	(17,205.60)		$	227,834.00	

Field Management	

0.00		

1,200.00		

(1,200.00)		

3,600.00	
Lake Maintenance	0.00		1,600.00		(1,600.00)		4,800.00	
Landscape Maintenance	0.00		4,800.00		(4,800.00)		14,400.00	
Landscape Improvements	0.00		666.67		(666.67)		2,000.00	
Irrigation Repairs	0.00		666.67		(666.67)		2,000.00	
Utilities	180.06		7,200.00		(7,019.94)		21,600.00	
Fountains	0.00		326.67		(326.67)		980.00	
General Maintenance	0.00		668.00		(668.00)		2,004.00	
Mowing Pond Banks	0.00		1,600.00		(1,600.00)		4,800.00	
Phase 1A	$	180.06		$	18,728.00		$	(18,547.94)		$	56,184.00	

Mowing Pond Banks		0.00	6,666.67		(6,666.67)		20,000.00	
Alley Lot total	$	-	$	6,666.67		$	(6,666.67)		$	20,000.00	

Total Expenses	
 $	58,919.13 	
 $	101,339.33 	
 $	(42,420.20)	
 $	304,018.00 	

Income (Loss) from Operations	$	24,577.07	$	-	$	24,577.07	$	-

Other Income (Expense)

Interest Income	$	-		$	-	-		$	-	
Total Other Income (Expense)	$	-		$	
-	$	-		$	-	
Net Income (Loss)	$	24,577.07		$	
-	$	24,577.07		$	-