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Agenda 12/09/2019Cedar Hammock Community Development District Board of Supervisors Norman Day, Chairman Quentin Greeley, Vice Chairman Fred Bally, Assistant Secretary John Martino, Assistant Secretary Gene T. Bolton, Assistant Secretary Justin Faircloth, District Manager Sam Marshall, District Engineer Dan Cox, District Counsel Meeting Agenda December 9, 2019 — 2:00 p.m. 1. Roll Call 2. Approval of Agenda 3. Public Comments on Agenda Items 4. Old Business A. Bulkhead & Bridge Repair/Replacement Project Update i. 11/19/19 Bid Packets 1. Artistic Structures, Inc. 2. Marine Contracting Group, Inc. 3. Glase Golf, Inc. 4. QGS Development, Inc. B. Bridging Solutions Bid Review C. KSGDI/Ragan Technical Solutions, Inc. Bid Reviews D. Banks Engineering Bid Review E. Bridging Solutions November 22, 2019 Email F. Lakes 1, 2, 3, 11, & 16 Bathymetric Analysis Results 5. New Business A. Contractor Interviews 1, Artistic Structures, Inc. 2. Marine Contracting Group, Inc. 3. Glase Golf, Inc. 4. QGS Development, Inc B. Bulkhead & Bridge Repair/Replacement Project Financing Discussion 6. Attorney's Report 7. Engineer's Report 8. Manager's Report Cedar Hammock CDD May 14, 2019 Page 2 A. Approval of the Minutes of November 19, 2019 Meeting B. Acceptance of the Financials C. October 25, 2018 Field Management Report D. Follow Up Items i. Public Risk Underwriters of Florida, Inc, November 25, 2019 Email 9. Supervisors Requests 10. Audience Comments 11. Adjournment District Office: 5911 Country Lakes Drive Fort Myers, Florida 239-245-7118 www.CedarHammockCDD.com Meeting Location: Cedar Hammock Clubhouse 8660 Cedar Hammock Boulevard Naples, Florida .t I'ladij Tcijawk-i �NiavtC5 PART Of THE USA TODAY NETWORK Published Daily Naples, FL 34110 Notice of Meetings Cedar Hammock CEDAR HAMMOCK COMMUN ITY IN FRAMARK Community Development 210 N UNIVERSITY DR 702 District The Board of Supervisors of the Cedar Hammock Com - CORAL SPRINGS, FL 33071 muni ty Development District will old their meetings for Fiscal Year 2020 at the Cedar Hammock Clubhouse, 8660 Affidavit of Publication Cedar Hammock Boulevard, - � he STATE OF WISCONSIN the s condrida Monday oat fol COUNTY OF BROWN lowing months except as not- ed: Before the undersigned they serve as the authority, October 15, 2019 bor 19, 2019 Novenpersonally Y appeared said legal clerk who on oath says that December fl, 2019 Dece he/she serves as Legal Clerk of the Naples Daily News, a January 13, 2020 daily newspaper published at Naples, in Collier County, February 2020 March 9. 2020 Florida; distributed in Collier and Lee Counties of Florida', April 13. 2020 May 11, 2020 that the attached copy of the advertising was published in said newspaper on dates listed. Affiant further says that the There amyorbae Soccasions when upervisors will said Naples Daily News Is a newspaper published at Poanencm Ipate by tolephane. Naples, in said Collier County, Florida, and that the saidMeetings may be continued newspaper has heretofore been continuously published in to a date and time certain which will be announced at said the meeting. Collier County, Florida; distributed in Collier and Lee In accordance with the provi- counties of Florida, each day and has been entered as sions of the Americans with second class mail matter at the post office in Naples, in P Disabilities Act, any parson ro- wiring spocial accommode- said Collier County, Florida, for a period of one year next tions at this meetirx,) because recedin the first publication of the attached copy of P 9 p of a disability d physical the airment should contact the advertisement; and affiant further says that he has neither District Management Compa- paid nor promised any person, or corporation any discount, ny, Mai Inframark, tnlras 5e tvlanagga�manl Services at at (9 (95A) rebate, commission or refund for the purpose of securing 603 0 33. If you are hearing this advertisement for publication in the said newspaper. or spethe Florida Belay Snryeoh unpaved, pleese contact ry ice at 7-1-1 for aid in contact - Published: September 20, 2019 ing the District Office. - — Each person who decides to appeal any action taken at these meetings is advised that person will need a record of Subscribed and sworn to before on September 20, 2019: the glydtand that a cordingly, thhee person may y [het verba need to ensure a tim record of the proceedings is made, including the testi- c YYt Cv\ '-'Q_1 Tx:. S- -� mony and evidence upon which such appeal is to be .t. - -- based. Notary, State of WI, County of Brown Justin Faircloth _ District Manager !� H A. M 0 Ni 171 O C'. I I g pp �2p N�R8656I 19 IN i uy Pt-il)Iw "tate oI Wiscun�; n My commission expires August 6, 2021 Publication Cost: $234.50 Ad No. 0003586506 Customer No: 1304217 PO ff: FY2020 Meetings Agenda Page 7 Agenda Page 8 Cedar Hammock Bridge Replacement Artistic Structures, Inc. 8415 SW Riverside Drive Arcadia, FL 34269 Bid Documents Agenda Page 9 Bidding Schedule Form Cart Bridge Replacement Cedar Hammock Golf & Country Club Naples, FL BRIDGING qW SOLUTIONS Agenda Page 10 15863 Secoya Reserve Circle, Naples, FL 34110 Tel. 239-216-1370 www.bridging-solutions.com BID PROPOSAL FORM (Round to nearest dollar) Bridge Demolition Base Bid Alternate Maintain Composite Full Bridge No. & Disposal Bridge Bid Bridge Fxisting Wear Replacement Section Section Utilities Decking Including Piles (1410) (ote S Tan Deck H 10 9 $20,500.00 $125,300.00 NA $163,300.00 $4,200.00 $37,000.00 $187,300.00 17 NA NA NA $ 3,000.00 NA 18 $ $ $ NA $ $ 8,000.00 50,000.001 66,850.00 14,5DD.0 1 77,800.00 Submitted By:ARTISTIC STRUCTURES, INC. (Company Name) Date: 11/19/2019 Signature �/ 'til Name (Printed): TRAVIS PRITCHETT Title: PRESIDENT • BRIDGE RECONSTRUCTION PRICES INCLUDE COLLIER COUNTY PERMITTING, CART PATH REMOVAL, DISPOSAL, AND REPLACEMENT AT BRIDGE APPROACHES, BULKHEAD STYLE BRIDGE ABUTMENTS, AND 10' LONG BULKHEAD STYLE BRIDGE WING -WALLS. • THE COSTS ABOVE DO NOT INCLUDE BONDING. THE COST OF BONDING WILL BE 3% -4% OF THE TOTAL CONTRACT AMOUNT IF REQUIRED. • ARTISTIC STRUCTURES, INC. HAS PROVIDED ADDITIONAL COST ESTIMATES FOR THE BRIDGE REPLACEMENT. IT IS OUR PROFESSIONAL OPINION THAT RECONSTRUCTING THESE BRIDGES TO MATCH THE SAME SPECIFICATIONS AS THE EXISTING, WILL BE INSUFFICIENT FOR THE LONG-TERM NEEDS OF THE GOLF COURSE. PLEASE SEE THE FOLLOWING PAGES FOR COSTS TO RECONSTRUCT WITH A 5 -TON SPECIFICATION. We design bridges to fit your site and budget. 11 /19/2019 TJ P Agenda Page 11 Bidding Schedule Form Option - 5 Ton Cart Bridge Cedar Hammock Golf & Country Club Naples, FL Agenda Page 12 Artist trtictures CBC 1252195 8415 SW Riverside Drive Arcadia, FL 34269 (863)494-2426 / fax (863)494-2707 / artisticstructures@msn.com BID PROPOSAL OPTION - 5 TON SPECIFICATION Project: Cedar Hammock Golf Cart Bridge Repairs Bridge No. Demolition & Disposal 5 "hon Bridge leave Existing Pilins 5 'fon Bridge Full Bridge Replacement Composite Tandeck Wear Strips 9 $ 20,500.00 $ 141,000.00 $ 160,000.00 $ 37,000.00 17 NA NA NA $ 3,000.00 18 $ 8,000.00 $ 59,000.00 $ 66,500.00 $ 14,500.00 SEE NEXT PAGE FOR WRITTEN SPECIFICATIONS FOR 5 TON CART BRIDGE r' Submitted By: ARTISTICTIC STRUCTURES, INC Signature: ddfj (Company Name) Date: 11/19/2019 Name (Printed): TRAVIS PRITCHETT Title: PRESIDENT Agenda Page 13 A, rt " Ctu re S CBC 1252195 8415 SW Riverside Drive Arcadia, FL, 34269 (863)494-2426 / fax (863)194-2707 / artisticstructures@msn.com Standard 5 -ton Bridge Specifications • bridge pilings shall be a minimum of 10" diameter, 2.50 CCA. Bridge cap shall be 8" x 8", full rough sawn, #2, .60cca attached to piling. • Cap drift pins shall be 3/4" x 20" HDG hex lags. • Caps shall be attached to piling with MSTA24 --max Simpson Strong -Tie hurricane tie, 4 per pile cap. • Bridge stringers shall be 3" x 12", S4S # I, .60cca installed on maximum spacing of 20.5" centers. • All stringers shall have 2" x 10" x 24" S4S #2, .60cca attached at each splice with 6 - HDG 4" timber screws. • Bridge stringer blocking shall be installed at the center of each bridge span. Blocking shall be 3" x 12", S4S 42, .60eca attached to stringer with 6 — 4" HDG timber screws. • Stringers shall be attached to cap with 11-2.5 stainless steel Simpson hurricane ties and stainless- steel strap nails. • Bridge decking shall be 3" x 8", it I S4S, .60cca radius edge attached with # 12 x 4.5" Simpson Strongdrive torx head stainless steel screws, 2 each stringer. • Curb ledger board shall be 2" x 6", S4S #1, .60 CCA attached to decking with two # 10 x 3" Simpson Strongdrive tori head stainless steel screws, 20" on center. • Bridge curb shall be. 6" x 6", #2 or better S4S, .60 CCA with 6" x 6", #2 or better S4S,.60 CCA spacer blocks. • Curbing shall be bolted through decking using 5/8" HDG timber bolts at every block. Bridge Abutment & Wing -wall Specifications: • Bridges shall have two bulkhead style wing -walls per side. Each wing -wall shall be 10' in length. • Wall pilings shall be 9" butt x 12', 2.50 CCA • Pilings shall be installed on 5' centers. • Pilings shall have a minimum penetration to match height of piling exposed above mudline. • Whalers shall be 3" x 8", full rough sawn, .60 CCA installed on 24" maximum spacing between, attached with 2- 6" HDG timber screws, 4 — each splice. • Verticals shall be 2" x 8", full rough sawn, .60 CCA installed a minimum of 2' below mud line. • Verticals shall be attached to whalers with two 3.25", 20D HDG spiral shank nails at each whaler. • High -tenacity polypropylene woven monofilament filtration geotextile shall be installed behind wall and attached with stainless steel fasteners. • Deadman shall be 6' x 9", 2.50 CCA piling installed on 10' centers with a minimum cover of 2' below top of wall. • Tie rods shall be 5/8" x 10' HDG solid steel. • Wall cap shall be 3" x 8", S4S #l, 60 CCA attached with # 12 x 4.5" Simpson Strongdrive tori head stainless steel screws, 20" on center. Agenda Page 14 Cart Bridge Replacement Production Rates Cedar Hammock Golf & Country Club Naples, FL Agenda Page 15 Artist tructufes CBC 1252195 8415 SW Riveide Drive Arcadia, 17734269 (863)494-2426 / fax (863)494-2707 / artisticstructures@msn.com CART BRIDGE PRODUCTION SCHEDULE Project: Cedar Hammock Golf Cart Bridge Repairs Bridge Demolition Bridge Composite Bridge Cart Path Total Estimated No. & Disposal Construction Tandeck Abutments Approach Time to Complete Wear Strip and Wing- Replacement Installation Walls 9 5 Days 25 Days 3 Days 2 Days 1 Day 36 Days 17 NA NA I Day NA I Day 2 Days 18 2 Days 10 Days 2 Days 2 Days I Day 17 Days Time to complete based upon actual workdays. Submitted By: ARTISTICTIC STRUCTURES, INC (Company Name) Date: 11/19/2019 t�17 Signature: A Name (Printed): TRAVIS PRITCHETI Title: PRESIDENT Agenda Page 16 Subcontractor Form Cedar Hammock Golf & Country Club Naples, FL Comoany- UNITED RENTALS Subcontractor (formal name of company) ALL STAR EQUIPMENT Subcontractor (formal name of company) Subcontractor (formal name of company) CCDAR HAMMOCK SUBCONTRACTOR FORM Contact MIKE DINANNO Address 4540 DOMESTIC AVENUE NAPLES FL 3414 Phone 239-34013585 Type of Work EQUPIMENT RENTAL Contact AUSTIN CLINTON Address 11680 METRO PARKWAY FORT MYERS, FL 33966 Phone 239-292-2916 Type of Wnrk EQUPIMENT RENTAL Contact Address Phone Type of Work Agenda Page 17 Page 2 11 /19)2019 TJP PROPOSAL FORM CEDAR, HAMMOCK SUBCONTRACTOR FORM Cedartlammock Golf & Country Club Agenda Page 18 BIDDING CONMACI'M ARTISTICTIC STRUCTURES, INC CBC 1252195 Company Name (General Contractor) All General Contractors are required to list any and all subcontractors that will be working on their behalf Company: CREATIVE PATH AND CURB, CGC 1510137 Subcontractor (formal name of company) SHORELINE LUMBER, INC. Contact Informatiow! Contact JIM KREJCI Address 4317 MC CULLOUGH STREET PORT CHARLOTTE FL 33948 Phone 941.457-2060 Type of Work CART PATH REPLACEMENT _ Subcontractor (formal name of company) Contact RON PALUCK Address 10871 KELLY ROAD H AND E EQUIPMENT Subcontractor (formal name of company) FORT MYERS, Fl. 33908 Phone 239-6334163 Type of Work LUMBER AND HARDWARE SUPPLIER Contact PHIL ZACHMAN Address 16701 OLD US 41 FORT MYERS, FL 33912 Phone 239-220-8488 Type of Work EQUIPMENT RENTAL 11/19/2019 TJP Agenda Page 19 Supplemental Bid Form Cedar Hammock Golf & Country Club Naples, FL Agenda Page 20 PROPOSAL FORM: Updated September 23, 2019 jUgL EM"'—AL IN i HL tslU rVt(1V! Cedar Hammock Goy '& Country Club A. This supplemental bid form and the bidding schedule form are part of the general plans and specifications for this project. B. This supplemental bid form must be filled in completely, providing all requested inlorrnation and be fully executed before it will be considered by Owner. C. Owner selection of the Contractor to receive the contract will be based on the Owner's evaluation of the overall bid and not necessarily or even primarily on which contractor's base bid price is lowest. The Owner will weigh the following factors in selecting a Contractor: 1. The base bid price (contained in the bidding schedule foma). 2. rhe Contractor's bid identifying time for completion (see paragraph I hereof). 3. The Contractor's bid for liquidated damages (see paragraph J hercol). 4. The other information on the balance of this supplemental and original bid form. Example: A contractor who agrees to a prompt completion date and who is willing to bid a reasonable liquidated damages amount as a per diem assessment, but whose base bid is higher than another contractor may be considered superior to another contractor's tower base bid, where said lower base bid also protracts the date of completion and contains a lower liquidated damages bid figure. D. Schedule. Contractor shall furnish as part of the bid a construction schedule for completion of the work in bar chart form. The schedule must identify each line item of work and the beginning and completion dates of'such work and including completion of the total work. E. Contractor proposes, if selected as general contractor, to furnish all labor, materials and equipment and perform all work for the Cedar Hammock CDD Project in strict conformity with the plans, specifications, and all Contract Documents therefor and any laws, statues, ordinances, rules, or regulations of any governmental agency or public authority relating thereto. 11/19/2019 UP Agenda Page 21 SUPPLEMENTAL BID FORM — Page 2 F. By submitting this bid, Contractor certifies that it has carefully examined the plans, specifications, bid form documents (including the instructions to bidders), construction contract documents and all addenda to the construction documents and to the plans and specifications and agrees to be bound by the terms and conditions of all of these documents. G. Contractor states that it has visited the job site and has examined all conditions affecting the proposed work and determined to Contractor's own satisfaction that all conditions or limitations that exist or which may arise affecting said projects and all difficulties that may be encountered in the construction of said project have been taken into consideration by Contractor. Contractor is making this bid on the basis of such examination, inspection, determination and not on the basis of any representation or promise made to Contractor by the owner, by the architect, by the engineer, by the designer, or by any other agent of owner, architect, engineer, or of the designer, and not contained in the plans and specifications for said project or in the documents listed above in connection with the project. H. Contractor agrees, upon notice of an award of the contract to deliver, within seven (7) calendar days, an executed contract for construction and to furnish the necessary bonding as required for the construction project. 1. Time for Completion BASED UPON ONE #9 HOLE O I IZATION HOLE # tTO BOMPLETE BRIDGE REPLACEMENTS Contractor agrees to complete said project within 80 calendar days, including Saturdays, Sundays, and legal holidays alter commencement of actual work thereon unless delayed by any causes allowed in the construction document. For the purpose of this form, the date to commence construction activities shall be Monday March 9, 2020. J. Liquidated Damages Contractor agrees that the sum of $ 100.00 per day including weekends and legal holidays shall be allowed as liquidated damages and credited to the owner against the monies owing the Contractor at the time any liquidated damages being to accrue. Should the total liquidated damages which have accrued upon completion of the project exceed the amount of monies owing the Contractor at the time damages begin to accrue, the Contractor shall reimburse to the Owner the difference between the total liquidated damages and the monies owing the Contractor on the balance of the contract price. This liquidated damages portion of the contract bid has been made, by Contractor taking into consideration the time of completion identified in the preceding paragraph. 11/19/2019 DATE TRAVIS fZIH TT,, PRESIDENT CONT R Agenda Page 22 Certificates of Insurance Cedar Hammock Golf & Country Club Naples, FL Agen ,eco !7R CERTIFICATE OF LIABILITY INSURANCE DATE IMM8/201YYY) 11/118/2019 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 NCT NAME Brown & Brown of FL, Inc - Fort Myers_ Brawn & Brown Of FL, Inc. - Fort Myers (Np. N 239-278-0278 I (NC, No): 239 278-5306 Est) _ - 6611 Orion Drive #201 Fort Myers FL 33912 E-MAILNo. ADDRESS: certficate@bbswfla.com_ CWP5226852 INSURERIS) AFFORDING COVERAGE NA1C p 3/30/2020 INSURER A: Westfield Insurance Company 24112 _ INSURED INSURER 8: Artistic Structures, Inc. INSURER C: _ .. 8415 SW Riverside Dr Arcadia FL 34269 INSURER n' INSURER E : g 500,000 INSURER F : 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. _...... _... POLICY EFF_ POLICY EXPIKS.._.... ADDL SUER _... LTR TYPEOFIRSURANCE POLICY NUMBER M MMIO LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y CWP5226852 3/30/2019 3/30/2020 EACH OCCURRENCE s1,000,ODD I CLAIMS MADE I_X..l OCCUR DAMAGE TO RENTED PREMI$�$IE? 4ccurrenceJ . . g 500,000 MED EXP (Any one person) _ $1,000 PERSONAL 8 AW INJURY s 1,000,DOD G_E_ NL AGGHEGAIE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,Do0,000 . POLICYX PRO- LOG .) JECT �. PRODUCTS COMPIOPAGG ... .. .___. .... $2,000,000 .____.. s OTHER' A AUTOMOBILE LIABILITY CWP5226652 3/30!2019 3!30/2020 COMBINED SINGLE LIMIT (Ea.accident). _. $ 1,DOO,OW _. __._. _._.... ANY AUTO BODILY INJURY (Par person) S li4X OWNED I SCHEDULED BODILY INJURY (Per accident) S AUTOS ONLY I AUTOS HIRED I NON-OWNFD PROPERTY DAMAGE . s AUTOS ONLY _.I AUTOS ONLY CPeT acUtlenO .-. __...... __.__..__.. I I s A X UMBRELLALJAD XCX;CUR CVVP5226852 3/30/2019 3/30/2020 EACHOCCURRENCE $2,000,000 EXCESS UABCLAIMS-MADE AGGREGATE $2,00D,000 DED I X I RETENTION $ S WORKERSCOMPENSATION STATUTE FOR AND EMPLOYERS' LIAHILJTY Y I N --_ _... ANYPROPRIETOR/PARTNERIEXECUTIVE El EACH ACCIDENT s OFFICERIMEMSER EXCLUDE -D'+ El (Mandatory in NH) NIA E L. DISEASE FA EMPLOYEE $ _ It yes, describe ruder DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, AddMonal Remarks Schedule, may be attached irmore space is required) Cedar Hammock, CDD C/O Inframark Infrastructure Management Services 5911 Country Lakes Drive Fort Myers FL 33905 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTLIORRIIZEEDD REPRESENTATIVE n IQRR_2015 ACORD CORPORATION. All riahts reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Agenda Page 24 1 ,y OATE(MM/DD/YYYY) AC7"RCY CERTIFICATE OF LIABILITY INSURANCE 11/18/2019 THIS S 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). NE'. PRODUCER NAME: _. .. _.. .. .. __.._ __..... Arthur J. Gallagher Risk Services for CoAdvanlage PHONE(666) 35 -5423 FAX (AIC. No, Ext)' _. . _J. (AIC, Nol__.. Jeffrey Rendel EMAIL nt c coi oadvaa a com 250 Tequesta Drive ADDRESS: �_ _ 9 ' . . Tequesta, FL 33418 INSURER(SIAFFORDING COVERAGE NAIC9 INSURER A : American Zurich Insurance Company ! 40142 INSURED INSURER B : L.. _... ..... .. CoAdvanlage Corporation Alt, Emp: Artistic Structures, Inc INSURER C 3350 Buschaood Park Drive #200 _ _ Tampa, FL 33618 INSURER D: INSURER E -. - - ----' incl nnn000n�a AFVICIrINi NI IMRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTIMTHSTANDING 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 '- IAODLTSUBRr IITRR i TYPE OF INSURANCE I POLICYNUMBER POLIdY EFF POLICY EXP 1 MWDD/YYYY MMIDDIYYYY I LIMITS COMMERCIAL GENERAL LIABILITY i EACHOCCURRENCE I.5 ._ I ..... ., __.. ... " 0AMAGF TO RF N I f,1) CLAIMSWADF I OCCUR } ! PREMISES (Eo occurrence) (4 MED Ek P,(Anyone peru>n) I S PERSONAL K AUV INJURY � 5 GENT.. AGC PPGATE LIMITAPPLIES PER ', ,GENERAL AGGREGATE, I$ _.!� ` (RO Phraouc S GOMwOF AOCi POLICY I PEC` i OTHER. —_ SINGLE IMI f S j AUTOMOBILE LIABILITY!COMBINED ! ANY AUTO 130DILY INJURY (Per persoll) 15 f - SCHEDULED ! ! I BODILY INJURY Per accldenl • S ALy TO50NI Y AInOS HIRED NON-OVNEO AMA(>F 5 AU ros ONLY AIJTOS ONLY j acatl LP r etq --- i i t S UMBRELLA LIAR OCCUR EACH OCCURRENCE .. _ _ s EXCESS LAB CLAIMS-MAOF 1 nGGREiiATF I DEO I i RETENTION $ � S ! WORKERS COMPENSATION '� ! PER OTH X •- �7A'r UTE ER ;ANDEMPLOYERS'LIABILITY ! YIN .. _ EL EACHACCIDFNI S 1,ODU,DDD M ;ANYPROPRIETOR/F'ARTNERIEXECUTIVE OFFICERIMEMBEREXCLUDED1 LN 1 , NIA,,, y�rL`$6-11-942-D5 04/01/2019 t 04/01/2020 - -- - (Mandatory in NH). I E L DISEASE EA E=MPLOYEE' S 1,000,000 - .._ ....... . .._-. _. _. III yes. desrnbe under DESCRIPTION OF OFF RATIONS below IEC UItiFiASL - PULICY LIMI I 5 1,000,000 I Location Coverage Period: 04/01/2019: 04/01/2020 Client# P376724 -FL i DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES IACORD 101, Additional Remarks Schedule, may be attached it more space is required) Artistic Structures, Inc Coverage is provided for 8415 SW Riverside Or only those co -employees Arcadia, FL 34269-7124 ' of, but not submntradors to. UtK l 11'IGA I L MULUtK —n,+cl..vl I r. Cedar Hammock, CDD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE do Intramark Insurance Management Services THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 5911 Country Lakes Drive ACCORDANCE WITH THE POLICY PROVISIONS. Fort Myers, FL 33905 AUTHORIZED REPRESENTATIVE V l`.1232f-LUT, AI.UKV LV KYV KHI IUIY. HII rlalliJ ItOSCf VI:U ACORD 25 (20161031 The ACORD name and l000 are registered marks of ACORD Agenda Page 25 ARTISTICTIC STRUCTURES, INC CBC 1252195 BIDDERS NAME BID FORM PROJECT IDENTIFICATION: CEDAR HAMMOCK BRIDGE AND BULKHEAD REPAIRS AND REPLACEMENT THIS BID IS SUBMITTED TO: CEDAR HAMMOCK CDD C/O INFRAMARK INFRASTRUCTURE MANAGEMENT SERVICES 5911 COUNTRY LAKES DRIVE FORT MYERS, FL 33905 The undersigned BIDDER proposes and agrees, if this BID is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance with the other Contract Documents. BIDDER accepts all of the terms and conditions of the Instructions to Bidders. This Bid will remain open for ninety (90) days after the day of Bid opening. BIDDER will sign the Agreement and submit the Contract Security and other documents required by the Contract Documents within fifteen (15) days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: a. BIDDER has examined copies of all the Contract Documents and of the following addenda: Number ADDENDUM #1 Date NOVEMBER 5 2019 Number ADDENDUM #2 Date NOVEMBER 12,2019 (receipt of all which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and the Instructions to Bidders. b. BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary. C. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to refrain from bidding; and BIDDER CEDAR HAMMOCK Bridge and Bulkhead Replacement B-1 C:\Users\USER\AppData\Local\Temp\Temp2_OneDrive_2019-11-17 (2).zip\Cedar Hamm0ck\1263CDD_04_BidForm.doc 11 /19/2019 TJ P Agenda Page 26 has not sought by collusion to obtain for himself any advance over any other Bidder or over OWNER. 4. BIDDER agrees that the Work will be substantially complete and ready for final payment in accordance with Paragraphs 14.8 and 14.13 of the General Conditions within the number of calendar days indicated in the Agreement. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work on time. 5. The following work will be accomplished by the Subcontractors listed. Work Subcontractor CART PATH REPLACEMENT CREATIVE PATH AND CURB, CGC 1510137 H AND E EQUIPMENT UNITED RENTALS ALL STAR EQUIPMENT EQUPIMENT RENTAL EQUPIMENT RENTAL EQUPIMENT RENTAL 6. BIDDER will complete the Work for the prices listed in the following Price Schedule. The unit prices quoted for the particular items are to be used exclusively for computing the total contract lost. The total shall be inclusive of all work necessary to complete the project. The project will be a unit price project as specified in the bid form. If the unit is a lump sum in the bid form, then that item shall be a lump sum item. 7. The terms used in this Bid which are defined in the General Conditions of the Contract Documents have the some meanings as assigned to them in those General Conditions. SUBMITTED ON NOVEMBER 19 TH _'2019. By. ARTISTICTIC STRUCTURES, INC CBC 1252195 (Corporation or Firm Name) By: TRAVIS PRITCHETT , PRESIDENT Corporate (Printed name of authorized officer) (Title) Seal Attest: CHRISTINE O'HARA , (Printed Name) (Signature) Business Address: 8415 SW RIVERSIDE DRIVE, ARCADIA, FL 34269 CEDAR HAMMOCK Bridge and Bulkhead Replacement B-2 11/19/2019 TJP C:\Users\USER\AppDato\Local\Temp\Temp2_OneDr ve_2019-11-17 (2).z1p\Cedor Hammock\1263CDD_04_BidFcrm.doc Agenda Page 27 Phone Number: (941) 628-0938 Qualifier: Licensed Contractor who qualifies the bidder. Name: TRAVIS PRITCHETT License Signature: License No. & State: QBC 1252195 License Limitations, if any: CEDAR HAMMOCK 11/19/2019 TJP Bridge and Bulkhead Replacement B-3 Q\Users\USER\AppDota\Local\Temp\Temp2_OneDrive_2019-11-17 (2).zip\Cedar Hammock\1263CDD_04_B1dForm.doc 29 ARTISTIC STRUCTURES, INC. CEDAR HAMMOCK CDD We greatly appreciate the opportunity to provide pricing for your next project. Artistic Structures is a locally owned contracting company serving Southwest Florida, from Tampa to Marco Island, for over fifteen years. We provide a wide variety of timber amenities for your communities. Some of our services include golf cart bridges, pavilions, boardwalks, fishing piers, timber retaining walls, limestone boulder retaining walls, rip rap, decks, floating docks, guardrails, and decorative fencing. We will take the project from initial consultation, through designing, budgeting, engineering, permitting, scheduling, to final construction. Artistic Structures also specializes in bridge and boardwalk installations in environmentally sensitive locations. By using lightweight equipment and top down construction, we can assure minimal impact to the natural beauty of the surrounding environment. We hope you choose Artistic Structures as your contractor for your next amenities project. Ju BIO : TRAVIS PRITCHETT 8415 SW RIVERIDE DRIVE, ARCADIA, FL (941)628-0938, artisticstructures@msn.com SUMMARY Seasoned General Contractor with more than 20 years of experience engineering and constructing timber amenities, Travis Pritchett is the President of Artistic Structures, Inc. Mr. Pritchett has successfully directed multiple residential and land development projects throughout Southwest Florida. He is experienced in dealing with all facets each project, providing a wide variety of timber amenities for various types of communities. Some services include golf cart bridges, pavilions, boardwalks, fishing piers, timber retaining walls, limestone boulder retaining walls, rip rap, decks, floating docks, guardrails, and decorative fencing. He is exceptionally skilled, possessing the knowledge and expertise to design, budget, engineer, schedule, construct and permit all projects in his field of construction. He has a proven history of creating successful relationships with clients and customers to help continuously grow his business. SKILLS HIGHLIGHTS • Construction Management 0 Quality Control • Safety Management 0 Permitting / Florida Building Code • Customer Service • Team Building, Training & Leadership • Estimating • Artistic Vision • Contract Negotiations • Carpentry & Heavy Equipment Experience • Planning & Scheduling a Problem Solving Artistic Structures, Inc. - General Contractor, President February 2002 to Current • Meet with clients to discuss project design, budget, and schedule in order to provide accurate proposals. • Provide planning and construction details to various engineering firms in order to complete accurate and practical permitting plans. • Acquire all necessary federal, state, and local permitting for projects. • Carefully coordinate plans with field managers, crews, and clients to make sure projects are completed to specifications and stay on schedule from start to finish. • Supervise quality control and safety throughout projects. • Obtain all notices of completion and compliance from directing agencies. Pro Features, Inc. - Carpenter, Equipment Operator May 1998 — January 2002 • Key member of construction crew responsible for dock, retaining wall, timber bridge and boardwalk construction. • Participated in excavation, site preparation, demolition, carpentry, and pile driving. • Consistently assumed additional responsibilities and worked extended hours to meet project deadlines. • Communicated with owner and supervisors to complete projects objectives on schedule. EDUCATION South Florida Community College - Associates of Arts Degree Florida State Certified Building Contractor— CBC 1252195 N .Al Artisti,Structures Recent Clients • Bonita National, Bonita Springs, FL- Jim Glase (239)777-2800 • Colonial Country Club, Fort Myers, FL - Jeff Cathey,(239)834-7118 • Cypress Woods Golf & Country Club, Naples, FL - Scott Kissell(239)593-3392 • Dell Webb, Pulte Homes,Walter Grassman (941) 809-0207 • Ding Darling National Wildlife Refuge -Amy Nowaki (239)-472-1100 • The Estuary at Grey Oaks, Naples, FL — Jim Glase (239) 777-2800 • Fiddlesticks Country Club, Fort Myers, FL - Brad Caporini,(239)707-9387 • The Gasparilla Golf Club, Boca Grande, FL- Jeff Strother (941)270-0470 • Heritage Oaks, Sarasota, FL- David Summers (941)993-2449 • Heritage Palms Golf & Country Club, Fort Myers, FL - Greg Kriesch,(239)292-5214 • Island Country Club, Marco Island, FL - Wayne Kappauf,(239)641-9193 • Isle of Collier Preserve, Naples, FL- Ian Moore, (239)961-1927 • Lakeside, Lakewood Ranch, Homes By Towne — John Woodman (813)944-8343 • Legacy Estates, Sarasota, FL - Taylor Morrison, James Borman (941)-379-8400 • Naples Lakes Country Club, Naples, FL - Mike Wallace,(239)289-7180 • The Old Collier Golf Club, Naples, FL - Tim Hiers, (239)593-8522 • Quail West, Bonita Springs, FL - Mark Black,(239)593-4120 • Quail Creek Country Club, Naples, FL - David Fenton,(239)580-8958 • Riverwood Golf Club, Port Charlotte, FL - Eric Pinkham,(941)270-0206 • The Sanctuary, Sanibel Island, FL — Kyle Sweet (239)707-8763 • Seasons At Bonita, DR Horton — Jason Demarco (239)240-4399 • Skye Ranch, Taylor Morrison — Tim Martin (941)356-3159 • Sandhill Preserve, Sarasota, FL — Walter Grassman (941)809-0207 • Shadow Woods Preserve, Estero FL — Eric Ruha (239)229-8809 • Tampa Bay Golf & Country Club, Jeff (907)-322-9207 • Tiburon, Naples, FL — Jeff Cathey,(239)834-7118 • Timber Pines, Spring Hill, FL - Mark Nordman, (352)666-2333 • Vasari Golf and Country Club- Sam Mueller (239)707-0464 • Winding Cypress, Naples, FL — Pulte Homes, Pat Butler (239)777-3512 • Shoreview at Waterside, Lakewood Ranch, - Pulte Homes, Walter Grassman (941) 809-0207 • The World Center Marriott, Orlando, FL — Sean O'Brien M 2 f .r �� 2A<r �2< � � �' . /� ,y . ,.� � >� \ � � �� ~� ; � . \\ \ � � , « w� �� ,« . t� - .^ � . �© 9° � �� \�/� � � � /. �� \< . � � < ��w/� \:\� .% � \� «� ®� . � . ^ \. \� � � «� @�� \ ` � � � � ~�� ^7 � ._� �� . �. . �. _\ .: . . 3J W S1 -I yi-1 sa 3 Lr-:wdh,J, • Itstic ftbvc 4V �1 N 7Aky±'e` n�..��► T. +mow.-,nAp. �., t... TiaO1*'. z7'! lu •+«as, ° - iiie' ti�� - "A •y {' k a ��b- �.. rd a_ �r h��'., f4� i A' I rl •�... ,,yyam� �'�`�;' /� ! �5 x �� 1�^ �` + Fi i 7 'p ,' trt -� ,� 9� i°� 1,y��►. p.�yr rfti � �r �"' �'� F' ...:; .. 14 SN S: - _ r►Y4 v ,.`ai ..m � �� *i��. � fit' :�. �. .�J t � .. is &i•. Lit. Ml Aw 40bo 7. -• " 14 gi;¢;jiiia' Sa tol 71 53 i _ -.,T /..-� � � � � St .gyp. W" W Alres" , .. �� ,.�- ,. � _ _ �` �- ., >. _ _ ;, .;, w i '�: „, :... ; ^� a �-<- sc=`, � _ e ,:, -, � � ': ;. � f: � �� - ..� � ,� i �� _�- t:. ��._. _.� .. ��. _�. _ __ .� .. z e DU N N BRIDGING SOLUTIONS Agenda Page 53 15863 Secoya Reserve Circle, Naples. FL 34110 Tel. 239-216-1370 www.bridging-sol utions.com BID PROPOSAL FORM (Round to nearest dollar) Bridge Demolition Base Bid Alternate Maintain Composite Full Bridge No. & Disposal Bridge Bid Bridge Existing Wear Replacement Section Section Utilities Decking Including Piles H 10) Note 5) $ 10,000,00 TanDeck) H 10 9 x'42,812.00 $324,294.00 $ N/A $50,932.00 $ N/A 17 NA NA NA NA $ N/A NA 18 $ 17,201.00 $ 130.298.0 $ N/A NA $ 20,463.00 $ N/A Submitted By: Date: Marine Contracting Group, Inc. (Company Narne) Nov. 18, 2019 Signature. - Name (Printed): Brian L. Midolo Title: VP/Corporate Secretary We design bridges Io fit your site and budget. Agenda Page 54 PROPOSAL FORM. Updated September 2.3, 2019 SUPPLEMENTAL BID FORM Cedar Hannnoek Golf & Country Club A. This supplemental bid form and the bidding schedule form are part of the general plans and specifications for this project. B. This supplemental bid form must be filled in completely, providing all requested information and be fully executed before it will be considered by Owner. C. Owner selection of the Contractor to receive the contract will be based on the Owner's evaluation of the overall hid and not necessarily or even primarily on which contractor's bass bid price is lowest. The Owner will weigh the following factors in selecting a Contractor: 1. The base bid price (contained in the bidding schedule formy 2. The Contractor's bid identifying time for completion (see paragraph i hereof). 3. The Contractor's bid for liquidated damages (see paragraph .1 hereof). 4. The other information on the balance of this supplemental and original bid form. Example: A contractor who agrees to a prompt completion date and who is willing to bid a reasonable liquidated damages amount as a per diem assessment, but whose base bid is higher than another contractor may be considered superior to another contractor's lower base bid, where said lower base bid also protracts the date of completion and contains a lower liquidated damages bid figure. D. Schedule. Contractor shall furnish as part of the bid a construction schedule for completion of the work in bar chart form. The schedule must identify each line item of work and the beginning and completion dates of such work and including completion of the total work. E. Contractor proposes, if selected as general contractor, to furnish all labor, materials and equipment and perform all work for the Cedar Hammock CDD Project in strict conformity with the plans, specifications, and all Contract Documents therefor and any laws, statues, ordinances, rules, or regulations of any governmental agency or public authority relating thereto. Agenda Page 55 SUPPLEMENTAL BID FORM — Page 2 F. By submitting this bid, Contractor certifies that it has carefully examined the plans, specifications, bid form documents (including the instructions to bidders), construction contract documents and all addenda to the construction documents and to the plans and specifications and agrees to be bound by the terms and conditions of all of these documents. C. Contractor states that it has visited the job site and has examined all conditions affecting the proposed work and determined to Contractor's own satisfaction that all conditions or limitations that exist or which may arise affecting said projects and all difficulties that may be encountered in the construction of said project have been taken into consideration by Contractor. Contractor is making this bid on the basis of such examination, inspection, determination and not on the basis of any representation or promise made to Contractor by the owner, by the architect, by the engineer, by the designer, or by any other agent of owner, architect, engineer, or of the designer, and not contained in the plans and specifications for said project or in the documents listed above in connection with the project. H. Contractor agrees, upon notice of an award of the contract to deliver, within seven (7) calendar days, an executed contract for construction and to furnish the necessary bonding as required for the construction project. 1. Time for Completion Contractor agrees to complete said project within /,S0 calendar days, including Saturdays, Sundays, and legal holidays after commencement of actual work thereon unless delayed by any causes allowed in the construction document. For the purpose of this form, the date to commence construction activities shall be Monday March 9, 2020. J. Liquidated Damages Contractor agrees that the sum of $ S'0— per day including weekends and legal holidays shall be allowed as liquidated damages and credited to the owner against the monies owing the Contractor at the time any liquidated damages being to accrue. Should the total liquidated damages which have accrued upon completion of the project exceed the amount of monies owing the Contractor at the time damages begin to accrue, the Contractor shall reimburse to the Owner the difference between the total liquidated damages and the monies owing the Contractor on the balance of the contract price. This liquidated damages portion of the contract bid has been made, by Contractor taking into consideration the time of completion identified in the preceding paragraph. Nov. 18, 2019 DATE CONTRA Brian L. Midolo, VP/Corporate Secretary 2 PROPOSAL. FORM Agenda Page 56 t CEDAR HAMMOCK SUBCONTRACTOR FORM Cedar Hammock Golf & Country Club BIDDING CONTRACTOR: Marine Contracting Group, Inc. Company Nance (General Contractor) All General Contractors are required to list any and all subcontractors that will be working on their behalf Snbmntractor (Jorpal nape of company) Sulxontractor (formol name of company) Contact Information: C` Contact Address Phone Type of Work Contact Address Phone Type of Work Subcontractor (formal nape of compatn)) Contact Address Phone Type of Work CEDAR HAMMOCK SUBCONTRACTOR FORM o n: Contact Information: Subcontractor (formal name of company) Contact Subcontractor (forrmal naive of comrpany) Address Phone Type of Work Contact Address Phone Type of Work Subcontractor (formal impne of compuny) Contact Address Phone Type of Work Agenda Page 57 raze ene 1248 —1 A a CERTIFICATE OF LIABILITY INSURANCE Agen ° TE(MM/0 9YY) 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 Brown & Brown Of Florida, Inc. 6611 Orion Drive Suite 201 Fort Myers FL 33912 NAS Donna Trout PHONE --T FAX etc ,av Eab?39-274-1433 -- _/.(AIC. No) MILIs: dtroutmbswfla.com _ — INSURER(S)AFFORDINGcOVERAGE �_ �_ NAICr If EACH OCCURRENCE INSURERA: StarNet Insurance Company ._ _40045 .. ............ INSURED 00134010 INSURER B: The Continental Insurance COmp_aDy _ _ _ _ Marine Contracting Group, Inc. 8260 Pascal Drive —35289— INSURER C Punta Gorda FL 33950 INSURER o_;- L—j CLAIMS -MADE I. OCCUR INSURER E INSURER F : PREMI5-E—$ ;Ea oceurr-9n---- CAVFRAr;FR CERTIFICATE NUMRFR!52562734R 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. INSR ._._.w. ----- -- -- INSR � _ ^A DL 9UBR � � POLICY EFF POLICY EXP LTR. TYPE OF INSURANCE POLICYNUMBER MIWDDNYYY DIYYYY LIMITS B �,X COMMERCIALGENERALLIABILITY ! Y ML9780732 12!2112018 12/21/2019 EACH OCCURRENCE $1.000,000 TO RENTED I L—j CLAIMS -MADE I. OCCUR PREMI5-E—$ ;Ea oceurr-9n---- ,--- -.______-__. I X ContractualI MED EXP (Anyone person)` •. $10,000 ._— — ..... PERSONAL 8 ADV INJURY $ 1.000.000 GEN'L AGGREGATE LIMIT APPLIES PER' i GENERAL AGGREGATE s.2,000.000 I POLICY E] PRO.JECT 1 I IAC ( PRODUCTS - COMR'OP AGO $2.000.000 ' S OTHER: r B I AUTOMOBILE LIABILITY I 6075768024 i 12/21/2018 12/21/2019 COMBINED SIR, - LIMIT $1.000_000 r, X� ANY ALIT BODILY INJURY (Per person) OWNED 7 SCHEDULED BODILY INJURY (Per accide. E — ...� AUTOS ONLY _... -.j AUTOS X HIRED X I NON -OWNED PROPERTY DAMAGE^ $ AUTOS ONLY :,_—i AUTOS ONLY I (ptir aCCide B X I UMBRELLALIAB X OCCUR EX12451D 1212112018 12121/2019 EACHOCCURRENCE $4,000000 EXCESS LIAB _._.._�_.._ _...._L. 1 - CLgIMS _MADE AGGREGATE 1$4,000, ._._.—..�__.__. X I DF -U RETENTION S 2r anoI E p WORKERSCOMFENSATION KEY0138523 12!21/2018 12/21/2019 X STAT ITl E ! ERH AND EMPLOYERS' LIABILIrY YIN 1 — "-� ANYPROPRIETOR/PARTNER'EXECUTIVE E.L. EACH ACCIDENT $ 1.0000°0 OFFICER)MEMBEREXCLUDFD? ❑ NIA I —•— -- (Mandatory in NH) If describe _E.L. DISEASE _EA EMPLOYEE' $ 1,00_0,000 _ yes, under DESCRIPTION OF OPERATIONS below EL. DISEASE - POLICY LIMIT $ 1,000.000 B Protection & Ir demndyMufl i H876607 1 2f111201 12/21/2019 Per Occurrence 1.000.000 B 6076043120 12121/2°18 12/21/2019 Leased/Rented 750,000 EqurpmenUmlondManne DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached if more space Is requlred) Certificate Holder is included as Additional Insured with respect to Marine General Liability Coverage. Workers Compensation Coverage includes USL&H and Jones ACt Bumbershoot I Umbrella Coverage - $4,000,000 Coverage Limit: Continental Insurance Company #6075768024 12/21/2018 - 12/21/2019 (50°% Participation) XL Specialty Insurance Company #UM00072561 MA1 BA 12121/2018 - 12121/2019 (50% Participation) For Information Purposes Only This certificate may not be altered by anyone except for Brown & Bworn 6611 Orion Drive #201 Fort Myers FL 33912 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/7 PRESENTATIVE V 19158-2015 AUUKU GUKI'VKA I IUN. All rignts reservao. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Agenda Page 59 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 40 43 13 (Ed. 484) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT • BLANKET We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule State Description FL Any party with whom the insured agrees to waive subrogation in a written contract. This endorsement changes the policy to which 0 is attached and is effective on the date issued unless otherwise stated. (The information below Is required only when this endorsement is issued subsequent to preparation of the policy,) Effective date: Policy No: KFY0138523 Endorsement No.: Insured: Marine Contracting Group, Inc; Premium: Insurance Company- StarNet Insurance Company Countersigned by. WC 00 0313 (Ed. 4-84) !D 1983 National Council on Compensation Insurance. 60 D p Task Task Name Duration Start Finish Predecessors Resource Names May'20 ,Mode 9 26 3 10 - - C Cedar Mannock 90 days Mon Fri 9/4/20 Perliminary 5/4/20 Project Schedule t Preconstruction 1 day Mon 5/4/20 Mon 5/4/20 meeting 2 ' 0- Mobilization 1 wk Mon 5/18/2C Fri 5/22/20 3 Bridge 9 9 wks Mon 5/25/2C Fri 7/24/20 2 4 Bridge 18 4 wks Mon 7/27/2C Fri 8/21/20 3 5 ;*1' Fishing 1 wk Mon 8/24/2C Fri 8/28/20 4 6 � Demobilization 1 wk Mon 8/31/2C Fri 9/4/20 5 Task A66N ��Inactive Summary External Tasks Split Manual Task External Milestone Milestone ♦ Duration -only W-W&MKOA Deadline 41 Project: Cedar Mannock Perlimi Date: Mon 11/18/19 Summary Manual Summary Rollup Progress Project Summary i' """" ? Manual Summary Manual Progress i I Inactive Task Start -only C Inactive Milestone Finish -only Page 1 Asenda Page 61 Jun '20 Jul '20 Aug '20 Se 20 17 24 _ _._.31_- 7 14 21 26 5_._ i_ _ 12 79- 26 _ Z_ 9 16 23 30 6 Task Inactive Summary External Tasks Split Manual Tasked: ='.1 External Milestone I Milestone ® Duration -only *'' '"'s Deadline Project: Cedar Mannock Perlimi Date: Mon 11/18/19 Summary i--'1 Manual Summary Rollup Progress Project Summary t Manual Summary ir"----1 Manual Progress Inactive Task Start -only E Inactive Milestone Finish -only j Page 2 j Agenda Page 64 f'1ZUP1�5,1! F+at?�ti't BIDDING SCHEDULE FORM Updated: November 1, 1019 Cedar Hammock CDD BIDDING CONTRACTOR: Glass Golf, Inc. James Glass Company Name Name of signing Principle Item if Line Item Quantity Unit Price/Unit Total Price 1 Mobilization 1 LS 2 Erosion Control - Turbidity Barrier 100 LF (50 feeet of barrier installed at property outfall locations) 3 Erosion Control - Silt Fencing (install and remove 400 LF (select preserve areas) 4 Grass Stripping and Burial 6 AC (cut to appx 4" inch - remove grass, root mass and organic matter 5 Concrete Path Removal 2,600 LF (disposed on site in lake fill areas) 6 Wood Bulkhead Wall Removal (disposed off site 3,020 LF (holes 4, 5, 16 and 17 7 Wood Bridge Removal (dispose off site) 537 LF (holes # 4, 5, 7, 10) 8 Wood Bridge Removal (dispose off site) 775 LF (holes # 9 and # 18) 9 De -Watering 1 LS (lakes on holes 4, 5, 16 and for culvert/pipes on holes 7 and 10) 10 Earthmoving (non -solid rock excavation) 13,500 CY (move material 1,500 feet or less) 11 Earthmoving (Rock Excavation) 5,000 CY (lake fill in front of* 17 green) 12 Tee Construction (laser leveled) 22,500 SF (capped with 4" of clean sand) 13 Sand Bunkers (Washed G -Angle Sand) 5,000 SF (includes drainage, edging and sand) 14 Bunker Solutions Bunker Liner 5,000 SF 15 Shaping 1 LS 16 Dry Stacked Cap Rock Walls 18,100 SF (rocks 4-5 feet wide and 12-24 inches thick) 17 4" Solid N-12 Smoothwall Pipe 400 LF (from greens. bunkers and small drainage areas as needed) 18 6" Solid N-12 Smoothwall Pipe 2,000 LF (drains from catch basins to relief point) 19 8" Solid N-12 Smoothwall Pipe 1,000 LF (drains from catch basin to relief point) $ 25,000.00 S 8.00 $ 2.50 $ 8,000.00 S 6.00 $ 16.00 $ 37.00 $ 37.00 $ 60,000.00 $ 5.00 $ 10.00 $ 1.50 $ 3.60 $ 3.50 $ 30,000.00 $ 41.00 $ 7.00 $ 9,00 $ 11,00 $ 25,000.00 $ 800.00 $ 1,000.00 $ 48,000.00 $ 15,600.00 $ 48,320.00 $ 19,869.00 $ 28,675.00 $ 60,000.00 $ 67,500.00 $ 50,000.00 $ 33,750.00 5 18,000.00 $ 17,500.00 $ 30,000.00 $ 742,100.00 $ 2,800.00 $ 18,000.00 S 11,000.00 Agenda Page 65 Page 2 BIDDING SCHEDULE FORM Cedar Hammock CID Item # Line Item Quantity Unit Price/Unit Total Price 20 8" Round Catch Basin 8 CT $ 350.00 S 2,800.00 (with metal grate) 21 12" Round Catch Basin 6 CT $ 400.00 S 2,400.00 (with metal grate) 22 12" Square Cart Path Catch Basins 12 CT $ 700.00 S 8,400.00 (with metal grate) 23 Contech Pipe Installation (CDD buys pipe) 5 CT $ 6,000.00 S 30,000.00 (12'x 7' elliptical pipe - 20 feet in length to replace bridges) 24 30" RCP Extension (at # 16 tees) 40 LF 5 130.00 5 5,200.00 (extend one 30" pipe) 25 36" Solid HP Storm Pipe (Gray Pipe) 180 I -F $ 120.00 S 21,600.00 (lake equalizer pipe where bridge is replaced on hole # 7) 26 Irrigation System (per Dave Ragan Plans) 1 LS $ 150,000.00 S 150,000.00 (total materials, labor and installation) 27 Rip Rap Installation 77,500 SF $ 6.20 S 480,500.00 under rock walls and wood bulkhead replacement 28 Surveying (for permit closure) 1 LS $ 12,000.00 $ 12,000.00 (modified lake slopes, storm pipes, bulkheads and take changes) 29 Concrete Cart Paths (Broom 2,700 LF $ 30.00 $ _ 81,000.00 (8' wide) 30 Concrete Rolled curbing (broom finish) 2,000 LF $ 5.00 $ 10,000.00 (rolled curbing 4" tall and 8 inches wide) 31 Grassing Preparation 8 AC S 3,500.00 S 28,000.00 (smooth fairways and roughs before planting) 32 Grassing Tees (Celebration sprigs) 22,500 SF $ 0.21 5 4,725.00 (30 Georgia BU / 1.000 SF) 33 Celebration Sod 225,000 SF 5 0.55 $ 123,750.00 (tee, green, bunker and lake slopes) 34 Travel Route Restoration 1 LS $ 25,000.00 $ 25,000.00 TOTAL $ 2,2z31289.00 Bid Alternates Item # Line Item Quantity Unit Price/Unit Total Price A3 Dry Stacked Rock Wells 18,100 SF $ 30.00 $ 543,000.00 (owner purchases and supplies the rock) A4 4" Perforated N-12 Smoothwall Pipe 500 LF $ 11.00 5 5,500.00 (isolated wet spots after construction) A5 Performance Bonding 1 LS S 1.1,164.45 $ 111,164.45 A6 St Augustine Sod 35,000 SF $ 0.55 $ 19,2so.00 A7 Bahia Sod 25,000 SF $ 0.35 $ 8,750.00 Glase Golf, Inc. ® 27730 Fn Lane Bonita Springs, FL 34131 Cio[f, !nc (239) 777-2800 Cedar Hammock CDD Work Schedule - Glase Golf Commence: March 9, 2020 Final Grassing: July 31, 2020 Agenda Page 66 ® s: GC13AA ITEM March April May June Jul • August 1 8 Is 22 29 5 12 19 26 3 10 17 24 31 7 14 21 28 5 12 ! 19 26 2 9 16 21 30 Mobilization 4 Hole 4 Out of Play Surrounds Hole 5 Pro Tee and Out of Play AreaPEI , Hole f�a Hole 5 Hole ? Hole 10 Hole 16 4 Hole 17 01 Bridges:- PRO ft s ., Final Clean-Up� i ; ::.:� ; . u ..wo a..•;�b,rr �>'.'�','K.�asc".'"'snwn.i � rc,� ��,"''� ?,,, _.,ar.. �,.;,..� - ,a,.:.. �v��rfi m m ......� " > Agendb P! gi, 4 � A LF COURSE DEVELOPM N% . u ..wo a..•;�b,rr �>'.'�','K.�asc".'"'snwn.i � rc,� ��,"''� ?,,, _.,ar.. �,.;,..� - ,a,.:.. �v��rfi m m ......� Agenda Page 7 QGS Development, Inc. PMEN, Table of Contentsct �� Cedar Hammock CDD Lake Bulkhead aViidge Replacement and Rear }Prod ect 2020 Project Document Description No. of Pages I . Bid Proposal Form for Golf Course (with QGS Clarifications) ........................ ............3 2. QGS Development, Inc.'s Bid Bond Form ......................................................... ..............3 3, Proposed Construction Schedules 2020 and 2021 ........................................... .............. 2 4. Supplemental Bid Form............................................................... .... ......... .,. .......2 5. Subcontractor Form..........................................................................................I.. ...........2 6. QGS Development, Inc./Fox Irrigation Bid Proposal .................. ...........15 7. Bridging Solutions' Bid for Cedar Hammock Golf Cart Bridge Repairs ..............2 8. QGS Development, Ine..'s Certificate of Insurance.......................................................... I QGS Supplemental Documents: 9. Licensing A. QGS Development, Inc.'s Professional Business Licenses ............... ,........:..4 B. State of Florida Certificate of St*!t,................... C. FDOT Certificate of Qualification .................................. .................. ..........2 t6. Finance A. Consolidated Financial Statements October 31, 2017 and 2016 .........22 11. Equipment A. Equipment List (QGS Development, Inc.'s Standard Rate Worksheet)....... .............I 12. Personnel A. Key Personnel List ...................................................... ........ ......................................1 13. Previous f Current Experience A. Status of Contracts on Hand .... ........ ................. ......... .. ...........1 B. Projects Completer) (Past 5 Yeats) ................................................ ......... ..............6 Agenda Page 71 QGS Development, Inc. Bid Proposal Form ►'ROPOSAt. FORM Updated: Novemberl, 2019 BIDDING CONTRACTOR: Agenda Page 72 BIDDING SCHEDULE FORM Cedar Hammock CDD Item# Line item Quantity Unit Price/ Unit Total Price 1 Mobilization 1 LS 2 Erosion Control - Turbidity Barrier 100 LF (50 feet of barrier installed at property outfall locations) 3 Erosion Control - Sill Fencing (install and remove) 400 LF (select preserve areas) 4 Grass Stripping and Burial 6 AC (cut to appx 4" Inch - remove grass, root mass and organic matter 5 Concrete Path Removal 2,600 LF (disposed on site in lake fill areas) 6 Wood Bulkhead Wall Removal (disposed on site) 3,020 LF (holes 4, 5,16 and 17) 7 Wood Bridge Removal (dispose off site) 537 LF (holes a 4, 5, 7, 10) 8 Wood Bridge Removal (dispose off site) 775 LF (holes e 9 and # 18t 9 De -Watering 1 LS (lakes on holes 4, 5, 16 and for culveNpipes an holes 7 ano 10) 10 Earthmoving (non -solid rock excavation) 13,500 CY (move material 1,500 feet or less) 11 Earthmoving (Rock Excavation) 5,000 CY (lake fill In front of # 17 green) 12 Tee Construction (laser leveled) 22,500 SF (capped with 4" of clean sand) 13 Sand Bunkers (Washed G -Angle Sand) 5,000 SF (includes drainage, edging and sand) 14 Bunker Solutions Bunker Uner 5,000 SF 15 Shaping 1 LS 16 Dry Stacked Cap Rock Walls 18,100 SF (rocks 4-5 feet wide and 12-24 inches thick) 17 4" Solid N-12 Smoothwall Pipe 400 LF (from greens, bunkers and small drainage areas as needed) 18 6" Solid N-12 Smoothwall Pipe 2,000 LF (drains from catch basins to relief point) 19 8" Solid N-12 Smoothwall Pipe 1,000 LF (drains from catch basin to relief point) $ 40,000.00 $ 7.0c $ 3.Oc $ 3,000.00 $ 5.00 $ 26.00 $ 35.00 $ 35.00 $ 25,000.00 $ 5.00 $ 10.00 $ 0.50 $ 4.00 $ 5.00 $ 30,000.00 $ 50.00 $ 15.00 $ 20.00 $ 25.00 5 40,000,00 $ 700.00 $ 1,200.00 $ 18,000.00 $ 13,000.00 $ 78,520.00 $ 18,795.00 $ 27,125.00 $ 25,000.00 $ 67,500.00 $ 50,000.00 $ 11,250.00 $ 20,000.00 5 25,000.00 $ 30,000.00 $ 905,000.00 $ 6,000.00 5 40,000.00 $ 25,000.00 Agenda Page 73 Page 2 BIDDING SCHEDULE FORM Cedar Hammock CDD Item # Line Item Quantity Unit 'rice / Unit Total Price 20 8" Round Catch Basin 8 CT (with metal grate) 21 12" Round Catch Basin 6 CT (with metal grate) 22 12" Square Cart Path Catch Basins 12 CT (with metal grate) 23 Contech Pipe Installation (CDD buys pipe) 5 CT (12'x 7' elliptical pipe - 20 feet in length to replace bridges) 24 30" RCP Extension (at # 16 tees) 40 LF (extend one 30" pipe) 25 36" Solid HP Storm Pipe (Gray Pipe) 180 LF (lake equalizer pipe where bridge is replaced on [role # 7) 26 Irrigation System (per Dave Ragan Plans) 1 LS (total materials, labor and installation) 27 Rip Rap Installation 77,500 SF under rock walls and wood bulkhead replacement 28 Surveying (for permit closure) 1 LS (modified lake slopes, storm pipes, bulkheads and lake changes) 29 Concrete Cart Paths (Broom finish) 2,700 LF (B' wide) 30 Concrete Roiled curbing (broom finish) 2,000 LF (rolled curbing 4" tall and 8 inches wide) 31 Grassing Preparation 8 AC (smooth fairways and roughs before planting) 32 Grassing Tees (Celebration sprigs) 22,500 SF (30 Georgia BU 11.000 SF) 33 Celebration Sod 225,000 SF (lee, green, bunker and lake slopes) 34 Travel Route Restoration 1 LS TOTAL Bid Alternates $ 450.00 $ 550.00 $ 600.00 $ 10,000.00 $ 60.00 $ 70.00 $ 250,000.00 $ 11.00 $ 20,000.00 S 6.00 $ 7.00 $ 3,000.00 $ 0.30 $ 0.50 $ 20,000.00 $ 3,600.00 $ 3,300.00 $ 7,200.00 $ 50,000.00 $ 2,400.00 $ 12,600.00 $ 250,000.00 $ 852,500.00 $ 20,000.00 $ 16,200.00 $ 14,000.00 $ 24,000.00 $ 6,750.00 $ 112,500.00 $ 20,000.00 $ 2,797,140.00 Item # Line Item Quantity Unit 'rice/Unit Total Price A3 Dry Stacked Rock Walls 18,100 SF $ 30.00 S 543,000.00 (owner purchases and supplies the rock) A4 4" Perforated N-12 Smoothwall Pipe 500 LF $ 20.00 $ 10,000.00 (isolated wet spots after construction) A6 Performance Bonding 1 LS $ 27,971.40 $ 27,571.40 A6 St. Augustine Sod 35,000 SF $ 0.52 $ 18,200.00 A7 Bahia Sod 25,10D0 SF $ 0.45 $ 11,250.00 1450 South Park Road • Plant City, Florida 33566 (813) 634-3326 • Fax: (813) 634-1733 November 19, 2019 Cedar Hammock Bid Clarification Agenda Page 74 Schedule — we have provided a two year proposed time of work. As we all know this is dependent on the weather. In the event the weather and water tables co- operate — all effort would be to do the complete project in one season. Permit Cost — we all were instructed to not include any cost related for permits — in the event there is an unforeseen cost — would be owner responsibility. Fill Dirt — NO import fill is in our bid Rip Rap — we were unable to locate an exact match of rip to the stone walls — all effort will be made to match as close as possible QGS Development Agenda Page 75 QGS Development, Inc. Bid Bond Provided further that neither the Principal nor the Surety shall be bound hereunder unless the 0WAg4rpWl?WJ s/6 satisfactory evidence of adequate financing to both the Principal and Surety prior to the execution of the final contract. AIA Document A310T"" -2010 Bid Bond CONTRACTOR: (Name, legal statics and address) QGS Development, Inc. 1450 S. Park Road Plant City, FL 33566 SURETY: (Nance, legal status and principal place of business) Berkley Insurance Company 475 Steamboat Road Greenwich, CT 06830 OWNER: (Name, legal slants and address) Cedar Hammock CDD c/o Inframark Infrastructure Management Services 5911 Country Lakes Drive, Fort Myers FL 33905 BOND AMOUNT: -----Five Percent of the Amount Bid----- (5%) This document has important legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. Any singular reference to Contractor, Surety, Owner or other party shall be considered plural whcro applicable. PROJECT: (Nance, location or address, and Project number, if any) project Number, if any: Cedar Hammock CDD Lake Bulkhead and Bridge Replacement and Repair Project 6660 Cedar Hammock Blvd., Naples, FL 34112 The Contractor and Surety are bound to the Owner in the amount set forth above, for the payment of which the Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, as provided herein. The conditions of this Bond are such that if the Owner accepts the bid of the Contractor within the time specified in the bid documents, or within such time period as may be agreed to by the Owner and Contractor, and the Contractor either ( I ) enters into a contract with the Owner in accordance with the terms of such bid, and gives such bond or bonds as may be specified in the bidding or Contract Documents, with a surety admitted in the jurisdiction of the project and otherwise acceptable to the Owner, for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or (2) pays to the Owner the difference, not to exceed the amount.ofthis Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid. Waiver of notice by the Surety shall not apply to any extension exceeding sixty (60) days in the aggregate beyond the time for acceptance of bids specified in the bid documents, and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty (60) days. If this Bond is issued in connection with a subcontractor's bid to a Contractor, the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the project, any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein. When so furnished, the intent is that this Bond shall be construed as a statutory bond and not as a common law bond, Signed and sealed this 19th day of November, al 9. (Witness) PSki 4rJ 4r a - (Witness) QGS Development, Inq! (Principal) Q "/f Grej Fou) ler (Seal) (Title) �/ Berkley Insurance Com n (.Sere (Seal) (Title) Brett A agland, Attorney -in -Fact & Florida Licensed Resident Agent 407-843-1120 Init. AIA Document A310-- 2010. Copyright ® 1963, 1970 and 2010 by The American Inslitute of Architects. No. t-I0099d POWER OF ATTORNEY Agenda Page 77 BERKLEY INSURANCE COMPANY WTI.MfNGTON, DELAWARE NOTICE: The warring found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Joseph D. Johnson, Jr.; Brett A. Ragland; Francis T. O'Reardon; Joseph D. Johnson, III; JoAnn IL Bebout; Kanan! H. Cordero; or Tyler Ragland of Joseph D. Johnson & Company of Orlando, FL its true and lawful Attomey-in-Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed One Hundred Million and 00/100 U.S. Dollars (U.S.S100,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof.. This Power of Attomey is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: t RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney-in-fact named therein to execute bonds, undertakings, recognisances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney-in-fact and revoke any power of attorney previously granted; and further a RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, = or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and father RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney-in-fact named; and p further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. -: IN WITNESS WHEREOF, the Co-ypatnw! has causp4 these presents to be signed and attested by its appropriate officers and its ;''corporate seal hereunto affixed this ay of _ �414 ,2018. Attest: Berkley Insurance Company (Seal) By r - eBy _. Ira S. L nnan J Hafter Senior Vice President & Secretary S i President 1�'ARNING: THIS POWER IN IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. STATE OF CONNECTICUT) ss: COUNTY OF FAIRFIELD ) % d.. f� 2018; ' Sworn to before me, a Notary Public in the State of Connecticut, thi �tday of �'� �-� b Ira S. Lederman and Jeffrey M. Hafter who are sworn to me to a Executive Vice President d ecretary, and the S nor Vice President, respectively, of Berkley Insurance Company NOTARYRIA C UPUBLICEN n / J/// /�/ CONNECTICUT /`�i _mer `' �s"(-'_A, , MY COMMISSION IL. 30.9019PIRE3 Rtary Public, State of Connecticut CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a "true, correct and complete copy of the original Power of Attorney; that said Power of Attomey has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. Given under my hand and seal of the Company, this day of (Seal) Vincent P. Forte Agenda Page 78 Please verify the authenticity of the lnstrurnent attached to this Power by: Toll -Free TPIPphone: (800) 456-5486; or [learonic Mail: BSG]iiqqi(y(@et.1(1(-,,-VsLlretv,COfTI airy written notices, inquiries, claims or demands to the Surety on the bond attached to this Power shOUld be directed to: Berkley Surety 412 Mount Kemble Ave. Suite 31ON Morristown, NJ 07960 Attention: Surety Claims Department Or Email: BSCClait,i,i(d)t.)eri(levsijt-c-.tv.(,om PleZ)Se inClUde with all corn rn Un iC�Jtions the bond nurnber and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the Claire. In the case of a payment or performance bond, please also identify the project to which the bond pertains. Berkley Surety is a merriber company of W. R. Berkley Corporation that underwrites surety business on behalf of Berkley It isurance Coll-1pany, Berkley Regional Insurance Company and Carolina Casualty Insurance Company. Agenda Page 79 QGS Development, Inc. Proposed Construction Schedules 2020 and 2021 Agenda Page 80 CEDAR HAMMOCK PROPOSED CONSTRUCTION SCHEDULE OGS DEVELOPMENT, Inc. 2020 2 YEAR SCHEDULE START DATE MARCH 2020 SUBST. FINAL Duration 2 Weeks 2 Weeks 1 -Mar 154Mar 1-A r 16-Apr_ 14Ma 15 -Ma 1-Jun15-Jun 1Jul Mobilization Erosion Control 1 2 3 4 5 6 7 8 Concrete Path Removal Bulkhead & Bridge Removal Grass Stripping & Burial Earthwork Shaping8 Drainage - *follow construction sequence 4 Weeks 4 Weeks 6 Weeks 8 Weeks weeks _** ,� �� 4 �: BE 9 10 Tee, Green, Bunker Construction *follow construction sequence Irrigation *** *•r *follow construction sequence 11 Rockwalls 10 weeks 12 Bridge Construction 4 Weeks 13 Punch List 2 Weeks Agenda Page 81 CEDAR HAMMOCK PROPOSED CONSTRUCTION SCHEDULE QGS DEVELOPMENT, Inc. 2021 START DATE MARCH 2021 2YEAR SCHEDULE SUBST. FINAL Duration 1 -Mar 15 -Mar 1 -Apr 15 -Apr I-Ifty 54V 1 -Jun 15 -Jun 1 -Jul 1 Mobilization 2 Weeks 2 Erosion Control 2 Weeks 3 Concrete Path Removal 4 Weeks 4 Bulkhead & Bridge Removal 4 Weeks ,. 5 Grass Stripping & Burial 6 Weeks 6 Earthwork 8 Weeks 7 Shaping 8 Weeks 8 Drainage •�' *follow construction sequence 9 Tee, Green, Bunker Construction *follow construction sequence 10 Irrigation• *follow construction sequence 11 Rockwalls 10 Weeks 12 Bridge Construction 4 Weeks 13 Punch list 2 Weeks Agenda Page 82 QGS Development, Inc. Supplemental Bid Form Agenda Page 83 PROPOSAL FORM. llpdrrted Septembe►• 23, 2019 SUPPLEMENTAL BID FORM Cedar Hammock Golf & Country Club A. This supplemental bid form and the bidding schedule form are part of the general plans and specifications for this project. B. This supplemental bid form must be filled in completely, providing all requested information and be fully executed before it will be considered by Owner. C. Owner selection of the Contractor to receive the contract will be based on the Owner's evaluation of the overall bid and not necessarily or even primarily on which contractor's base bid price is lowest. The Owner will weigh the following factors in selecting a Contractor: 1. The base bid price (contained in the bidding schedule form). 2. The Contractor's bid identifying time for completion (see paragraph I hereof). 3. The Contractor's bid for liquidated damages (see paragraph J hereof). 4. The other information on the balance of this supplemental and original bid form. Example: A contractor who agrees to a prompt completion date and who is willing to bid a reasonable liquidated damages amount as a per diem assessment, but whose base bid is higher than another contractor may be considered superior to another contractor's lower base bid, where said lower base bid also protracts the date of completion and contains a lower liquidated damages bid figure. D. Schedule. Contractor shall furnish as part of the bid a construction schedule for completion of the work in bar chart form. The schedule must identify each line item of work and the beginning and completion dates of such work and including completion of the total work. E. Contractor proposes, if selected as general contractor, to furnish all labor, materials and equipment and perform all work for the Cedar Hammock CDD Project in strict conformity with the plans, specifications, and all Contract Documents therefor and any laws, statues, ordinances, rules, or regulations of any governmental agency or public authority relating thereto. Agenda Page 84 SUPPLEMENTAL BID FORM — Page 2 F. By submitting this bid, Contractor certifies that it has carefully examined the plans, specifications, bid form documents (including the instructions to bidders), construction contract documents and all addenda to the construction documents and to the plans and specifications and agrees to be bound by the terms and conditions of all of these documents. G. Contractor states that it has visited the job site and has examined all conditions affecting the proposed work and determined to Contractor's own satisfaction that all conditions or limitations that exist or which may arise affecting said projects and all difficulties that may be encountered in the construction of said project have been taken into consideration by Contractor. Contractor is making this bid on the basis of such examination, inspection, determination and not on the basis of any representation or promise made to Contractor by the owner, by the architect, by the engineer, by the designer, or by any other agent of owner, architect, engineer, or of the designer, and not contained in the plans and specifications for said project or in the documents listed above in connection with the project. H. Contractor agrees, upon notice of an award of the contract to deliver, within seven (7) calendar days, an executed contract for construction and to furnish the necessary bonding as required for the construction project. I. Time for Completion. Contractor agrees to complete said project within 90 days -2020 / 90 days -2021 calendar days, including Saturdays, Sundays, and legal holidays after commencement of actual work thereon unless delayed by any causes allowed in the construction document. For the purpose of this form, the date to commence construction activities shall be Monday March 9, 2020. J. Liquidated Damages Contractor agrees that the sum of $ 1,200 00 per day including weekends and legal holidays shall be allowed as liquidated damages and credited to the owner against the monies owing the Contractor at the time any liquidated damages being to accrue. Should the total liquidated damages which have accrued upon completion of the project exceed the amount of monies owing the Contractor at the time damages begin to accrue, the Contractor shall reimburse to the Owner the difference between the total liquidated damages and the monies owing the Contractor on the balance of the contract price. "Phis liquidated damages portion of the contract bid has been made, by Contractor taking into consideration the time of completion identified in the preceding paragraph. November 19, 2019 QGS Development, Inc. DATE CONTRACTOR Agenda Page 85 QGS Development, Inc. Subcontractor Bid Form Agenda Page 86 PROPOSAL FORM CEDAR HAMMOCK SUBCONTRACTOR FORM Cedar Hammock Golf & Country Club BIDDING CONTRACTOR: QGs Development, Inc. Company Name (General Contractor) All General Contractors are required to list any and all subcontractors that will be working on their behalf Company. Contact Information: Artistic Structures Inc. Subcontractor (formal name of company) Contact Travis Priehett Address 8415 Riverside Drive Arcadia, FL. 34269 Phone (863) 494-271 Type of Work Bridges I Rockwalls TBD Subcontractor (formal name of company) Contact Address Phone Type of Work Rip Rap TBD Subcontractor (formal name of company) Contact TBD Address Phone Type of Work Concrete Cart Paths Agenda Page 87 CEDAR HAMMOCK SUBCONTRACTOR FORM Company: Contact Information: Fox Irrigation, Inc. Subcontractor (formal name of company) Contact Gene Fox Address 1581 NW 157th Ave Pembroke Pines, Florida 33028 Phone (954) 347-0323 Type of Work Irrigation Quality Turf Subcontractor (formal name of company) Contact BH Fraser Address 1450 S. Park Road Plant City, FL. 33566 Phone (813) 634-3326 Type of Work Grassing Subcontractor (formal name of company) Contact Address Phone Type of Work Agenda Page 88 QGS Development, Inc. QGS Development, Inc. / Fox Irrigation Bid Proposal Contract Specifications Cedar Hammock Golf & Country Club Naples, Florida SECTION 1 SCOPE AND DIRECTION Agenda Page 89 The objective of these specifications is to provide an alteration to the existing irrigation system, which will operate in an efficient and satisfactory manner, so that the finished system shall efficiently irrigate all areas to be covered and shall prove satisfactory in all aspects to the Owner. The specifications, design details, and irrigation designs are to be considered a part of the sprinkler system contract, and it is expected that the chosen Contractor will follow specifications with due perseverance. SCOPE OF WORK The work contemplated by these specifications consists of the provisions of labor, material (other than Toro Rotors, Solenoid Valves, and Swing Joints), and services required for all work as described in the sprinkler specifications. The plans and specifications are intended to include everything obviously requisite and necessary for the proper installation of the work whether each necessary item is mentioned herein or not, unless otherwise specified, and the Contractor is expected to provide for the same. All work herein specified or called for in the drawings in the specifications or in the detail drawings shall be executed in accordance with all governing ordinances, laws and regulations and shall meet all local conditions and any changes and/or conditions will be made without additional expense to the Owner, but such change shall have the proper written approval of the Owner. BIDDING INSTRUCTIONS The bidding contractor is urged to examine the site prior to preparation of his bid. Please call Todd Legan, Golf Course Superintendent, Mobile (239) 825-4599. The contractor is instructed to prepare an installation bid for the system alterations as specified. The contractor is to prepare his bid on the enclosed form, and include a company resume and other supporting quality assurance documents. In addition, the contractor is to prepare and include the enclosed additions and deletions schedule with his bid. This bid package should be returned with the golf course construction bid as directed. Agenda Page 90 Bid Form Cedar Hammock Golf & Country Club Naples, Florida For the required scope of work, as described in the plans and specifications, the Contract Price is: Complete materials and installation $250,000.00 (Other than Toro Rotors, Solenoid Valves, and Swing Joints) It is understood that the above prices shall be in effect for a period of 90 days from the bid due date. It is understood that the above prices include all labor to complete the installation to the satisfaction of the plans and specifications herein. It is understood that the Owner reserves the right to select or reject any bid, negotiate prices and terms with the bidder of choice, and reserves the right to re -bid this project at a later date. Novemeber 13, 2019 *igna Date Fox Irrigation, Inc. Company 1581 NW 157th Ave Address Pembroke Pines, Florida 33028 954.347.0323 City, State, Zip Phone Subcontractors that I plan to use on this project: Name Name 2 Trade Trade Agenda Page 91 UNIT PRICES FOR ADDITIONS OR DELETIONS FROM CONTRACT For the purpose of determining the Contractors compensation for additions or deletions to the project during construction, the following unit prices for frilly installed materials are hereby offered. The quantities listed are the plan quantities and are for reference only. 1. TORO EQUIPMENT (TORO BRANDED MATERIAL TO BE PROVIDED BY THE OWNER) ITEM PLAN QUANTITY ADD/DELETE PRICE A. Rotors and Solenoid Valves (Includinp—Service Fittine, Wire, and Splice Kit) Toro Full Circle, 80 ft spacing I ea. 690.00 Toro Part Circle, 80 ft spacing 11 ca. 690.00 Toro Part Circle, 70 ft spacing 8 ea. 690.00 Toro Part Circle, 65 ft spacing 15 ea. 690.00 P220S-26-08 Scrubber Valve 1 ea. 805.00 Landscape Rotor, %" Inlet, —30 ft spacing 16 ea. 230.00 Note: Above prices shall include all labor, materials, fittings, etc., required to install a completely automatic irrigation system. Agenda Page 92 2. GENERAL EQUIPMENT ITEM PLAN QUANTITY (DELETE PRICE Any Additinal Work Will Need to Reviewd And Repriced. A. Pipe 2-1/2" Class 200 PVC Pipe, Gasketed, White 2,500 if 4.03 3" HDPE, DR 13.5 Pipe 240 If 7.48 4" HDPE, DR 13.5 Pipe 940 if 9.78 6" HDPE, DR 13.5 Pipe 320 if 12.08 2" Schedule 40 Pipe, White 600 if 4.03 3" Schedule 40 Pipe, White 160 if 5.18 2" Conduit Pipe 900 if 4.20 B. Gate Valves (Including Carson valve box and HDPE Pipe Stiffeners as needed) 2-1/2" Cast Iron, Nut Operated, Gasketed 1 ea. 862.50 3" Cast Iron, Nut Operated, with Mega Lugs 3 ea. 920.00 4" Cast Iron, Nut Operated, with Mega Lugs 3 ea. 977.50 6" Cast Iron, Nut Operated, with Mega Lugs 2 ea. 1 437.50 C. Power Wire (Contractor should have this ready for installation as needed; no electrical as-builts exist) Type TC Power Wire, 8 AWG As needed 6.33 D. Valve Wire (See plans for quantities required) Valve Hot, Red, 14 AWG As needed 0.20 Valve Common, White, 12 AWG As needed 0.16 B. Electrofusion Flex Restraint (Available from ISCO) 3" 2 ea. No Bid 4" 3 ea. 6" 2 ea. Note: Above prices shall include all labor, materials, fittings, etc., required to install a completely automatic irrigation system. 4 Agenda Page 93 Quick Specification Check Sheet Pipe: Laterals to Rotors — Class 200 PVC O -Ring Mainline over New Bridges HDPE DR 13.5 Lateral Fittings: Harco Ductile Iron for directional, tees, or repair couplings Service Fittings: Harco Ductile Iron Acme Service Tee Valve Boxes: Carson Specification Series, supported and leveled with 2 x 4 recycled lumber: 8" Round (Quick Coupler) Series 809 10" Round (Gate Valve, Wire Splice) - Series 910 Rectangular (24v Zone Valve) — Series 1419 Swing Joints: Provided by Owner Sprinklers: Provided by Owner Additional nozzles: Provided by Owner High Voltage Splices: 3M Scotchcast, as needed Low Voltage Splices: 3M DBYR Valve Wire: 14 AWG valve - Color Red; 12 AWG Common — Color White Stakes: 'W' x 30" PVC stakes and colored flags provided by Contractor Staking: By Consultant As -built: By Consultant, as combination of GPS and Contractor field notes Programming: By Consultant NOT INCLUDED: Clean Back Fill Material Delivered with in 100LF. of the Work Area Cart Path Repair or Replacement, Existing Turf Repair or Repalcement E Agenda Page 94 Renovation Project Resume On this page, or combined with any collateral material, please describe your company's experience in the renovation of golf course irrigation systems. Please list the job name, year constructed, contact name, and phone number or e-mail address. Agenda Page 95 SECTION 2 CONTRACTOR RESPONSIBILITIES CONTRACTOR The CONTRACTOR shall be defined as the individual, company, or corporation with which a contractual agreement exists for all or portions of this project and work encompassed hereunder. All employees, agents and associates shall be included. CONTRACTOR RESPONSIBITIES The CONTRACTOR shall have the responsibility for all functions of the work as described in these specifications, and to execute this work to a satisfactory and acceptable conclusion. The CONTRACTOR shall be held accountable for the actions of his employees and representatives including injury or damage to persons or property on or off site during the entire period of construction. By submitting a bid proposal, it is understood and agreed by the CONTRACTOR that he has, by careful examination of the site himself as to the nature and location of the work, conformity of the ground, the character, quality, and quantity of materials to be used, the character of the equipment, and facilities incidental to the completion of the work, the general and local conditions, and any other matters which may affect the work under this contract. The contract shall not be affected or modified by verbal agreement or conversation with any officer, agent, employee, of OWNER, either before, during, or after execution of this contract. CONTRACTOR SUPERVISION AND LABOR The CONTRACTOR shall be personally responsible for and familiar with the work as it proceeds and until satisfactorily completed. He shall have on site at all times a qualified competent project superintendent who is acceptable to the OWNER, or ENGINEER/CONSULTANT, with full authority to act for the CONTRACTOR. The superintendent shall not be changed during the project without the consent of the OWNERS representative, unless the superintendent ceases his status as an employee of the CONTRACTOR. The superintendent shall represent the CONTRACTOR in the CONTRACTOR'S absence, and all directions given to him by the OWNER'S representative shall be binding as if they were given to the CONTRACTOR. Only skilled and competent superintendent and workmen shall be employed by the CONTRACTOR. Any employee, who, in the opinion of the ENGINEER/CONSULTANT, is incompetent or unsatisfactory for reasons of misconduct or similar actions, must be removed from this project and not permitted to return without written permission of the ENGINEER/CONSULTANT. EXAMINATION AND VERIFICATION OF DRAWINGS AND SITE It shall be the CONTRACTOR'S responsibility to report the OWNER'S authorized representative any deviation between mechanical drawings, specifications, and the site. Failure to do so prior to the installation of equipment and resulting in the replacement and/or relocation of equipment shall be done at the CONTRACTOR'S expense. DRAWING OF RECORD PLAN The "Drawing of Record" shall be an original part of the in-igation system as constructed. It shall indicate the Agenda Page 96 location, type and size of all pipe, sprinklers, valves, drains, and other types of fittings, all electrical controls, connections and splices. The "Drawing of Record" plan shall be made by an agent of the CONTRACTOR, utilizing engineering skills and procedures, and the form of presentation and symbols used shall be acceptable to the ENGINEER/CONSULTANT and OWNER. This plan shall be kept clean, dry, and safe from all damage at all times. It shall be brought up- to -date at the close of the working day on Friday and shall accurately indicate all equipment installed at that time. On a print of this plan, the CONTRACTOR, or his agent shall satisfactorily indicate the location of work in progress and the staking of work laid out for construction. This plan shall be available to the ENGINEERICONSULTANT on the site. If at any time a copy of this plan or a portion of this plan is requested by the ARCHITECT, a copy shall be made available and submitted to the ENGINEER/CONSULTANT in the manner requested. The OWNER shall furnish the CONTRACTOR with one set of blueprints, showing all sprinkler work required under this contract, for the purpose of having the CONTRACTOR record all changes that may be made during actual installation of the system. Immediately upon installation of any piping, wire, valves, and sprinkler heads, etc., in locations other than shown on the original drawings or sizes other than indicated, the CONTRACTOR shall indicated the changes on this set of drawings. After final acceptance of the completed installation, the CONTRACTOR shall be responsible for having complete "Drawing of Record" drawings prepared showing all such changes and these shall be turned over to the OWNER for recording purposes. SYSTEM DESIGN CHANGES No consideration will be given to any design changes until after the awarding of the contract. Should any changes be deemed necessary after awarding of the contract, for proper installation and operation of the system, such changes shall be negotiated in a unit basis by the OWNER with the CONTRACTOR. CHANGES IN SCOPE OF WORK Additions or deletions in the quantity of work as set forth in these specifications and accompanying drawings may be ordered by the OWNER or ENGINEER/CONSULTANT after the contract price or estimate has been adjusted accordingly, to satisfaction of both the CONTRACTOR and the OWNER, and they have been accepted in writing by the OWNER. WORK DURING ADVERSE WEATHER Actual construction on the site shall cease during heavy rains, or other inclement weather that will adversely affect the quality of work or cause damage to the site, when in the opinion of the ENGINEER/CONSULTANT, damage to the site may result. CONTRACTOR USE OF SITE AND FACILITIES The CONTRACTOR shall be permitted access to the site as required for the completion of the work, but shall confine his activities and movements only to those areas actually being worked on or as approved by the OWNER. This shall include storage and delivery areas and movement of trucks and equipment. The CONTRACTOR shall be responsible for the movement and actions of material suppliers, shipping companies, service personnel, and sub -contractors on the site, and shall provide an escort for all delivery work, as approved by the OWNER. Storage facilities in areas directed by the OWNER shall be maintained in a clear and orderly manner. SUB -CONTRACTOR Agenda Page 97 A complete list of all SUB -CONTRACTORS proposed for any portion of the work must accompany each proposal. Sub -contracts shall be awarded only to those SUB -CONTRACTORS considered satisfactory by the OWNER and the ENGINEER/CONSULTANT. MAINTENANCE OF EXISTING SYSTEM The CONTRACTOR shall maintain the existing irrigation system or such portions as may be planned for retention, in satisfactory working order during the time of the contract work. If cut -ins or tap -ins to the existing system are required, shut -down time of the existing system shall be minimized as much as practical. If the irrigation system installed under this contract is to replace an existing system, the existing system shall be maintained in satisfactory working order until the contracted system is available for use in any given area. The purpose of this provision is to prevent possible damage to or loss of existing turf due to loss of existing irrigation facilities. If such capabilities are lost, the CONTRACTOR shall be held responsible for maintaining the existing turf or for the cost of replacing the turf. If damage to the existing system does not impair the capabilities of irrigating the turf, such damage may be left unrepaired in written approval of the OWNER'S representative. TRAINING OF PERSONNEL Upon completion of the work and acceptance by the OWNER, the CONTRACTOR shall be responsible for the training of personnel in the operation, maintenance, and repair of the system. The CONTRACTOR shall furnish copies of all available parts lists, troubleshooting lists, specification sheets, and catalog sheets to the OWNER prior to final payment. The CONTRACTOR shall employ factory authorized personnel to check all hardware, software and to set the initial watering schedules and programming of the automatic controllers in accordance with the specifications or irrigation plan as furnished by the OWNER. Changes in the schedules and programming of the irrigation system, and instructions on how to make such changes shall be the responsibility of the DESIGNER or ENGINEER/CONSULTANT of the system. GUARANTEES All work included under this contract shall be guaranteed by the CONTRACTOR against defects and malfunctions due to faulty workmanship or defective material for a period of one (1) year from the date of final acceptance by the OWNER. Upon being informed by the OWNER of any defects or malfunctions, the CONTRACTOR shall affect all necessary repairs and/or replacements in reasonable expedient manner at no additional cost to the OWNER. Emergency repairs, when necessary, may be made by the OWNER without relieving the CONTRACTOR of his guarantee obligation. The CONTRACTOR is obligated for any and all damaged plantings, pavement improvements and repair of any settling of backfilled trenches, which may occur during the guarantee period. If the CONTRACTOR does not respond to the OWNER'S request for repair work within a period of ten (10) working days, the OWNER may proceed with such necessary repairs and charge the CONTRACTOR for expenses incurred in the repair work. FINAL TESTING OF INSTALLATION The CONTRACTOR shall perform a final test of the work in accordance with testing in the specifications, or Agenda Page 98 in the absence thereof, in accordance with applicable codes and regulations or accepted practices for the industry. When, in his opinion, the work is completed and where required, successfully tested and therefore ready for acceptance, the CONTRACTOR shall so advise the ENGINEER/CONSULTANT who will make the final acceptance tests. All equipment necessary for the testing shall be furnished by the CONTRACTOR. NOTICE OF COMPLETION The completion of this contract will be acceptable, and notice of completion recorded only when the entire contract is completed to the satisfaction of the OWNER'S authorized representative. SECTION 3 MATERIALS GENERAL Any material specified by name and/or model number in the specifications or in the irrigation drawing or detail drawings shall be deemed to be used for the purpose of identifying the materials and insuring the specific use of that material in the construction of the system. No substitutions will be permitted without prior written approval by the OWNER'S authorized representative and the DESIGNER and ARCHITECT of the system. No substitutions will be considered prior to the contract being signed. . All materials used in the system shall be new and without flaws or defects of any type and shall be given the best of their class and kind. All materials shall have a minimum guarantee of one year against material defects of defective workmanship. After award of contract, if substitution of material is desired by the CONTRACTOR, sufficient descriptive literature and material samples must be furnished to establish the material as an equal. MATERIAL STORAGE The OWNER shall provide a specific area in which materials to be used on the project shall be stored when not in use. Provisions of this land is for the purpose of keeping the property neat and orderly, and in no way waives any requirements of the CONTRACTOR to protect his equipment and materials from damage by the elements, theft, or vandalism. PVC PIPE All PVC pipe shall be of domestic manufacture. All pipe shall be continuously marked with identification of manufacturer, type, class, and size. ROAD AND WATER CROSSINGS at the Contractor's discretion. FITTINGS All fittings in the PVC pressurized piping network shall be I-larco ductile iron fittings. SWING JOINTS Swing joints for sprinklers shall be pre -fabricated o -ring type and supplied by the OWNER. 10 Agenda Page 99 120 VOLT ELECTRIC WIRING All 120 volt AC wiring shall be installed in accordance with local codes. Wire shall bear approval as UL type U.F. Tray Cable for underground feed. Wire shall be furnished in at least 1000'reels and spliced minimally, preferably only at satellite control locations for service. Wire sizing shall be shown on plan. Splices shall be 3M Scotchcast watertight using approved methods. CONTROL LINES All 24 Volt electric wiring shall be installed in accordance with local electric codes. Wires shall bear approval as UL type U.F. Sprinkler control and common wires shall be single stranded conductor. Common wire shall be white throughout. Wiring sizing shall be as shown on the plan. SPRINKLER HEADS Valve -in -head sprinklers (supplied by the OWNER) shall be 24 VAC electric type which shall be easily serviced from the top, have an accessible screening device, and shall perform to manufacturer's specifications concerning diameter and flow. The sprirnkler heads shall be installed as level as possible The CONSULTANT reserves the right to refect installation whereby the sprinkler is not installed as horizontally as possible CONTROL SYSTEM The control system exists and shall be re utilized. Any components required shall be at the expense of the OWNER. MANUAL VALVE, VALVE BOXES, AND VALVE WRENCHES Each valve installed below grade shall be placed in a non-metallic valve b— mon-f—4 to withstand normal golf course vehicle traffic. The valve box shall be supported with HDPE recycled 2 x 4 lumber. and be filled with 114" rock to e2ilMse only the valve operator. The CONSULTANT reserves the right to reject installation whereby the valve pit is not installed as neatly as possible ONLY Carson Specification Series valve boxes as noted in these specifications shall be acceptable QUICK COUPLER EQUIPMENT None required. SLEEVING Sleeves, as necessary for electrical wiring, shall be gray SCH 40 PVC or HDPE and installed by road cut, directional bore or best way. Agenda Page 100 SECTION 5 MAINTENANCE, MATERIAL STORAGE AND CLEAN-UP The CONTRACTOR shall be responsible for correct procedures in loading, unloading, stacking, transporting, and handling all materials to be used in the system. The CONTRACTOR shall avoid rough handling which could affect the useful life of equipment. Pipe shall be handled in accordance with the manufacturer's recommendations on loading, unloading, and storage. CLEANING PREMISES The CONTRACTOR. shal l continuously keep a neat and orderly are in which he is installing the system. Disposal of rubbish and waste material resulting from the installation shall be continual. Upon completion of the system, the CONTRACTOR shall remove from the OWNER'S property at his own expense, all temporary structures, rubbish, and waste material resulting from the installation of said system. The CONTRACTOR shall continuously maintain adequate protection of all his work from damage and shall protect the OVINER'S property from injury or loss arising in connection with work on this contract. The CONTRACTOR shall take care to avoid damage to any existing buildings, equipment, piping, pipe coverings, electrical systems, sewers, sidewalks, landscaping, grounds, above or underground installations or structures of any kind, and shall be held responsible for any damage that does occur. Damage includes not only mechanical damage but from leaks in the irrigation system being installed by the CONTRACTOR, whether through negligence or otherwise. The CONTRACTOR shall adequately protect adjacent property as provided by law and shall maintain all passageways, guard fences, lights, and other facilities for protection required by the Public Authority for local conditions. The CONTRACTOR shall securely cover all openings into the section of the system he is working on and components of the system as it is being installed to prevent obstructions in the pipe and the breakage, misuse, or disfigurement of the equipment. LANDS FOR MATERIAL STORAGE The OWNER shall provide a specific area in which all materials to be used on the project shall be stored when not in use. Provision of this land is for the purpose of keeping the property neat and orderly and in no way waives any requirements of the CONTRACTOR to protect his equipment and materials from any damage by the elements or from theft or vandalism. The CONTRACTOR has the right to erect temporary construction facilities for storage and protection of his materials and equipment on the lands set aside by the OWNER for materials storage. SECTION 6 INSTALLATION GENERAL The OWNER'S authorized representative shall be responsible for inspection of the CONTRACTOR'S work while such work is in progress. A representative shall bring to the attention of the CONTRACTOR any work which does not meet the specifications of this contract and the CONTRACTOR shall correct such work as brought to his attention. STAKING The CONSULTANT shall perform the staking of the sprinklers, valves and satellite controllers urine color coded flags. The CONSULTANT will provide an as -staked plan to the CONTRACTOR for the purpose of verifying quantities and planning the routing of pipe The CONTRACTOR shall place a 3/4" x 30' PVC stake at the location of each sprinkler head valve or controller, and affix the color coded flag to it for ease of 12 Agenda Page 101 identification. Routing of the pipe shall be in accordance with the irrigation plan except that the OWNER'S representative reserves the right to change the routing of the pipe from that shown on the plan and to change the depth of trench and cover over the pipe in case of rock or other obstacles. In no event shall field changes of this nature affect the overall cost of the project, except where these changes may alter the quantity of materials to be provided according to the plan or where the excess depth of trench and backfill is required. Stakes shall be clearly marked and flagged to designate the type of equipment to be installed at that point. Stakes shall be placed accurately to allow particular equipment to be installed within one foot from the indicated position. Where stake is offset from the indicated position, it shall be clearly marked to indicate the base position. The CONTRACTOR'S agent shall maintain this staking, replacing all stakes disturbed to the correct position, until all equipment is in place, and its position is properly indicated on the "Drawing of Record" plan. EXCAVATION All excavation shall be unclassified and shall include all materials encountered The minimum depth of cover piping 6" and larger shall be 24". The minimum depth of cover over piping 4" and smaller shall be 18". The CONTRACTOR may, at his discretion install lateral piping, and/or wire via trenchless vibratory plow method. When crossing existing cart paths, care is to be taken to minimize damage. CONTRACTOR shall cut asphalt or concrete as needed and repair it to the existing grade and texture. The CONTRACTOR shall exercise reasonable care to avoid causing damage to any and all underground utilities and structures. The OWNER shall advise the CONTRACTOR of any underground utilities or structures of which the OWNER is aware. Utility locating services shall be called upon to pinpoint location of any underground utilities on the site of the project. The CONTRACTOR shall ultimately be responsible for assuring that all locates have been made. INSTALLATION OF SYSTEM PIPING The existinp, turf will be maintained throughout construction. Therefore the trench lines &qi e,ilistallation in NON -DISTURBED BERMUDAGRASS shall be worked in the following manner: existing sod will be cut and laid to the side: trench spoil will be laid to the other side are care taken to separate anv inappropriate material; the trench bottom shall be smoothgd and sharp rocks removed, after pine installation, compact the trench with multiple lifts of mechanical compaction to match the existing_grade conditions, hand groom the trench line, and replace the sod in the same direction as before it was cut The golf course staff will be responsible for watering the replaced sod Any trench line settling_that shall occur for a period of 30 days after installation shall be the responsibility of the Contractor to correct The location of points -of -connection to existing piping shall be verified on site by the CONTRACTOR. SPRINKLER HEADS All sprinklers shall be installed on swing joints as shown in detail drawings. Each sprinkler head shall be installed so the top is at the finished grade level. If finished has not been established, the sprinkler shall be extended a minimum of 4" above existing level and marked with a stake to prevent damage from equipment. Backfill around each swing joint and sprinkler shall be free of rocks, roots, or foreign debris. Adjust sprinkler nozzles, pressure, and arcs as necessary to eliminate overthrow water into non -turf areas and any fresh water lakes, or across property lines. 13 Agenda Page 102 CONTROL WIRES All control wires shall be installed in a neat and orderly fashion and may be installed either in the main and lateral or in their own separate trench. If control wires are installed in the same trench as any piping, they shall be separated from any piping in the trench by a minimum of 1 ", and they shall be installed on the left side of the piping as seen looking from tee to green. All wiring shall be installed in accordance with local code requirements. CONTROL LINES Control lines shall be installed at least 15 inches below finished grade and placed to the side of main line or lateral piping. Slack shall be provided at each sprinkler and lines shall be "snaked" in the trench to allow for contraction. Lines shall be taped in bundles at twenty foot intervals. All lines routed under paving or water shall be sleeved in SCH 40 PVC or HDPE conduit extending at least 12" beyond the edges of paving. CONTROL EQUIPMENT As is. QUICK COUPLING VALVES None required. VALVE BOXES, DRAINS, ETC. All valve boxes, drain hoses, or any other miscellaneous access box shall be installed so the top of said structure is at finished grade. All valve boxes shall be green in color, except electrical splice boxes which shall be gray in color. AUTOMATIC VALVES Each valve shall be installed in a valve box and arranged for easy access and removal. Porous material shall be provided at each box to ensure proper drainage. CONTRACTOR will set each pressure reducing valve to 50 Psi. CONTROL SYSTEM PROTECTION All primary and secondary surge lightning protection and line conditioners shall be installed in accordance with manufacturer's instructions. 14 Agenda Page 103 SECTION 7 TESTING The CONTRACTOR is responsible for furnishing a complete system ready to operate. All costs for testing the system and repairs of any leaks or deficiencies of any kind shall be borne by the CONTRACTOR. The entire system shall be constructed to successfully withstand, when completed, a hydrostatic pressure for one hundred forty (120) pounds per square inch without showing leakage in excess of twenty (20) PSI per hour. If tested in sections, the leakage shall not exceed the rate of one (1) gallon per hour for each one thousand (1,000) feet of pipe. All lines shall be tested for leakage after replacement of partial or complete backfill. All air shall be expelled from the line before making the test and the section to be tested shut off from all other parts of the system, and pressure shall be in the discharge of the force pump for measuring the rate of loss. The testing for leakage shall be done under the supervision of the ENGINEER/CONSULTANT and all pipe joints, and appurtenances will be inspected while the system is under test pressure, and leaks corrected as directed. The testing shall extend over a period of time sufficient to allow for a complete inspection, but in no case for less than two (2) hours. BALANCING AND ADJUSTMENT The CONTRACTOR shall employ manufacturer's authorized personnel to balance and adjust the various components of the system so the overall operation of the system is most efficient. This includes a synchronization of the controllers, adjustments to pressure relief valves, part circle sprinkler heads, and individual station adjustments on the controllers. The CONTRACTORS shall have the right to call the DESIGNER or OWNER'S representative to aid in balancing and adjusting the system. NOTICE OF COMPLETION When the CONTRACTOR is satisfied that the system is operating properly, that is balanced and adjusted properly, that all the work and cleanup is complete, he shall issue the notice of completion to the OWNER or his authorized representative, in writing. The notice of completion shall include a request for final inspection. FINAL INSPECTION AND ACCEPTANCE The OWNER or his representative will respond within ten (10) days after the notice of completion is received for the purpose of making a final inspection of the system, and if final acceptance is not given, a "Punch List" will be prepared which, upon completion by the CONTRACTOR, will signify final acceptance by the OWNER or his authorized representative. After final inspection and acceptance of the system, the CONTRACTOR shall bind together two (2) copies of the "Drawing of Record" irrigation plan and deliver these plans to the OWNER. WARRANTY OR GUARANTEE The CONTRACTOR shall furnish a certificate of warranty registration and a guarantee of work and materials for periods of one (1) year fi•om the date of final acceptance of the system. The CONTRACTOR shall furnish and replace, without cost to the OWNER, any and all parts and materials that are proven defective. OWNER'S RESPONSIBILITY FOR MAINTENANCE It will be the OWNER'S responsibility to maintain the system in working order during the guarantee of work and materials for a period of one (1) year from the date of final acceptance of the system, or as modified in the contract. 15 Agenda Page 104 QGS Development, Inc. Bridging Solutions' Bid for Cedar Hammock Golf Cart Bridge Repairs Agenda Page 105 iAolft BRIDGING 15863 Secoya Reserve Circle, Naples, FL 34110 SOLUTIONS Tel. 239-216-1370 www.bridging-soltitions.com REQUEST FOR PROPOSAL 2. Project: Cedar Hammock Golf Cart Bridge Repairs, Collier County, FL This Request for Proposal (RPP) from the Cedar I-lantmock CDU includes repairs to three (3) golf cart bridges on the Cedar Hammock Golf Course. The proposed repairs include the complete The only work required on Bridge No. 17 is the addition of composite wear deck boards sting deck boards. The following table provides a summary of the approximate sizes of the existing bridges. The last 2 pages of this RFP provides a bridge description and a photograph of each bridge. Bridge No. Length (FT) Width (FT) _ Area (SF) 9 560 10 5,600 17 45 10 450 18 225 10 2,250 The attached bridge typical sections prepared by Bridging Solutions provides the structural design details for Bridge Nos. 9 and I8. A Base Bid and Bid Alternate are provided. The Base Bid is an in-kind replacement using galvanized fasteners and the Alternate Bid is a 10 ton design using stainless steel fasteners. The Alternate Bid requires cutting the top of piles to allow the use of a solid timber cap beam. The Full Replacement Bid Alternate is a 10 ton design and includes replacing the piles. The contractor shall maintain the existing utilities on Bridge No. 9 WfitlfTtfYdt3l�ah isf 6. All new timber components shall be pressure treated southern yellow pine Grade No. 2 or better, with a minimum CCA treatment level of 0. 60 PCF. 7. The composite wear deck boards shall be 2X6 TanDeck deck boards by Tangent Technologies, or approved equal. 8. The contractor shall remove and properly dispose of the materials from the existing bridges at an offsite location. 9. The price bid for this work shall include the cost of obtaining a building permit from Collier County. 10. Submit all technical questions related to this Request for Proposal in writing by a -mail to Ralph Verrastro at Bridging Solutions at r_ilph rt)bridainL_solutions.com 11. Please use the attached bid form to summarize your bid. We devign bridges ro jrr your sire and budget. Agenda Page 106 BRIDGING 15863 Secoya Reserve Circle, Naples, Fl. 341 10 COSOLUTIONS Tel. 239-216-1370 www.bri dging-sol utions.com BID PROPOSAL FORM (Round to nearest dollar) Bridge Demolition Base Bid Alternate Maintain Composite No. & Disposal Bridge Bid Bridge Existing Wear 1 Section Section Utilities Decking s (H 10(Note 5 Tan Deck 9 $ 22,755.00 $ 139,083.00 $ 181,263,00 $ 4,662.00 $ 41,070.00 $ 3,330.00 $ 207,903.00 NA 17 NA NA NA NA 18 $ 8,880.00 $ 55,500.00 $ 74,203.50 NA $ 16,095.00 $ 86,358.00 QGS Development, Ine's Notes are included below the Signature Block and are to be made a part of this Proposal. Submitted By: QGS Development, Inc. Signature: 0i1 (Company Name) Ci Dale: November 18, 2019 Name (Printed): Jim Armstrong Title: Vice President QGS DEVELOPMENT, INC'S NOTES ARE 7O BF. INC'Ll1DED AND MADE A PARI' OF THIS PROPOSAL.: BRIDGE RECONSTRUCTION PRICES INCLIIDI:: COLLIER CO[.1N 1'Y PERMnTING, CARD I'MII REPLACEMENT Al' BRIDGI; APPROACH, BUL.KIIFAD SYLF BRIDGE: ABUTMENTS, AND 10' BIA.KIIHAD STYLI: BRIDGE' WING -WALLS. SEL: THF. ATrAC'I1ED WRITTEN SPECIFICATIONS. SHOP DRAWING CAN BE MOVIDED UPON REQUEST. We design bridges to frt pour .rile and budget. Agenda Page 107 QGS Development, Inc. Insurance Certificate of Insurance (Information Only) ACORO CERTIFICATE OF LIABILITY INSURANCE Agendaag&,1tWMM1DD/YYYY) 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, 10/30/2o19 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 Wallace Welch & Willingham, Inc. 300 1st Ave. So., 5th Floor Saint Petersburg FL 33701 CONTACT NAME: PHONE a 727-522-7777 n/c Not: 727-521-2902 ADDRESS: certificates w3ins.com INSURER SI AFFORDING COVERAGE NAIC k 10/31/2019 INSURER A: Amersure Ins. Co. 19488 —_-.- INSURED QGSDE00001 QGS Development, Inc Quality Turf LLC Quality Turf, L.C. QGS Property Holdings 1450 S. Park Road Plant City FL 33566 INSURER e: Homeland Ins Co of New York 34452 INSURER C: American Guarantee & Liability Ins. Co. 26247 INSURER D: INSURER E: INSURER F : 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. INSR ADDLSUBR LTR TYPE OF INSURANCE POLICY NUMBER MMlDDPOLICY EFF POLICY EXP /YYYY M /DD YY LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y GL20154041701 10/31/2019 10/31/2020 EACHOCCURRENCE $2,000,000 CLAIMS -MADE O OCCUR DAMA E ENTED PREMISES Ea occurrence $1,000,000 X XCU _ MED EXP (Any one person) $ 10.000 PERSONAL &ADV INJURY $2,000,000_ GEN'L AGGREGATE LIMIT APPLIES PER: CI GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OP AGG $4,000,000 POLICY PES LOC OTHER: A AUTOMOBILE LIABILITY Y Y CA13003412301 10/31/2019 10/31/2020 COMBINED SINGLE LIMIT $ Ea accident)1,000,000 ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED - - BODILY INJURY (Per axident) $ AUTOS ONLY AUTOS X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE - - $ _.-i X PIP Per accident) s$1 PIP $ $10,000 C X UMBRELLALIABX OCCUR Y Y AUC106457002 10/31/2019 10/31/2020 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS -MADE _ AGGREGATE_ $5,OOQ000 _ DED Ir X RETENTION A $ n WORKERS COMPENSATION Y WC13243632301 10/31/2019 10/31/2020 $ X ERH AND EMPLOYERS' LIABILITY Y / N - _ STATUTE_ OFFICEANYPR/MEMBR/PARTNER/EXECUTIVE OFFICER/MEMBEREXCLUCED? N/A E.L. EACH ACCIDENT $1,000,000 (Mandatory in NH) I1 yes, describe under E.L. DISEASE -EA EMPLOYEE $1,000,000 --- L. DISEASE -POLICY LIMIT 1 $1 000000 —E. DESCRIPTION OF OPERATIONS below B Pollution Liab 7930075900001 217/2019 2/7/2020 Pollution Limit 2,000,000 Pollution Aggregate 2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Pollution Liability is written on an Occurrence Basis - except non -owned disposal site liability which is claims made with a retro date of 2/7/2014. Deductible is $10,000 f-G�T11-IA wtr• ..w. www Information Only 1450 S. Park Road Plant City FL 33566 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 i� ©1988-2016 ACORD CORPORATION. All riahts rPRarvaci Akou to 25 (Z01B/03) The ACORD name and logo are registered marks of ACORD Agenda Page 109 QGS Development, Inc. Licensing 1. QGS Development, Inc.'s Professional Business Licenses A. General Contractor License of Thomas H. Barnes B. Underground Utility & Excavation Contractor License of Thomas H. Barnes C. General Contractor License of Joseph Sam Rodi, Jr. D. Class V Fire License of Joseph S. Rodi, Jr. 2. State of Florida Certificate of Status 3. FDOT Certificate of Qualification Agenda Page 110 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS -AI --PROFESSIONAL REGULATION CONSTRUCT -11 i INDUSTRY- LIC6I 84,NG BOARD THE GENERAL CONTRACTOR HEREN IS CERTIFIED, UNDER THE PROVIS16NS OF CHAPTER 489, FLORIDA STATUTES 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. 11 I Agenda Page 111 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY I Florida rt%r t - STATE OF FLORIDA DEPARTMENT OF BUSINESSAND,-PROFESSIONAL REGULATION I i CONSTRUCTION INDUSTRY EIC EIVSlNG BOARD THE UNDERGROUND UTILITY & EXCAVATION CO HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 4$9, -FLORIDA STATUTES BARNES, THOMAS HOWARD Q G S DEVELOPMENT INC _ 1450 S. PARK RD. 3 a = PLANT CITY FL 335 3 t q, Ltd, j- EXPIRATI7�;a 31, 2020 Always verify licenses online at MyFloridaLicense.com i Do not alter this document in any form. ft., This is your license. It is unlawful for anyone other than the licensee to use this document. 1 Agenda Page 112 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY dbpr STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCT4014 INDUSTRY-410ENSING BOARD THE UNDERGROUND UTILITY & EXCAVATIOP£O HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 405 FRQRIDA STATUTES ROi, , OS 1-4I�I J'R Q G S DEV'_�LOPMENT INC. - Z'= 1450 S PARK ROAD W ' -PLANT CITY FL 335 " {; 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. C MVED Jimmy Patronis �� rj 201p 0 CHIEF FINANCIAL OFFICER!! Julius Halas DIVISION DIRECTOR Agenda Page 113 Casio Sinco BUREAU CHIEF a Keith McCarthy SAFETY PROGRAM MANAGER ' a FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL 200 East Gaines Street - Tallahassee, Florida 32399-0342 Tel. 850-413-3644 Fax. 850410-2467 CERTIFICATE OF COMPETENCY OFFICIAL COPY THIS CERTIFIES THAT: Jospeh S Rodi Jr 1450 S Park Road Plant City FL 33566 BUSINESS ORGANIZATION: QGS Development Inc. Contractor V means a contractor whose business is limited to the execution of contracts requiring the ability to fabricate, install, 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 I foot above the finished floor. Issue Date: Type: Class: County: License/Permit #: Expiration Date: 07/01/2018 09 14 Hillsborough 191417-0001-2010 06/30/2020 Chief Financial Officer Agenda Page 114 Florida Department of Transportation RON DESANTIS 605 Suwannee Street KEVIN J. TNIIJAULT GOVERNOR Tallahassee, FL 32399-0450 SECRETARY March 6, 2019 QGS DEVELOPMENT, INC 1450 S PARK ROAD PLANT CITY, FLORIDA 33566 RE: CERTIFICATE OF QUALIFICATION Dear Sir/Madam: The Department of Transportation has qualified your company for the type of work indicated below. Unless your company is notified otherwise, this Certificate of Qualification will expire 4/30/2020. However, the new application is due 2/29/2020. In accordance with S.337.14 (1) F.S. your next application must be filed within (4) months of the ending date of the applicant's audited annual financial statements. If your company's maximum capacity has been revised, you can access it by logging into the Contractor Prequalification Application System via the following link: HTTPS://fdotwpl.dot.state.fl.us/ContractorPreQualification/ Once logged in, select "View" for the most recently approved application, and then click the "Manage" and "Application Summary" tabs. FDOT APPROVED WORK CLASSES: DRAINAGE, FLEXIBLE PAVING, GRADING, GRASSING, SEEDING AND SODDING You 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 (F.A.C.), by accessing your 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 your company has done such work with your own forces and equipment or that experience was gained with another contractor and that you have the necessary equipment for each additional class of work requested. All prequalified contractors are required by Section 14-22.006(3), F.A.C., to certify their work underway monthly in order to adjust maximum bidding capacity to available bidding capacity. You can find the link to this report at the website shown above. AA:cj Sincerely, Alan Autry,, pager Contracts A*inistration Office www.fdot.gov Agenda Page 115 QGS Development, Inc. Consolidated Financial Statements October 31, 2018 and 2017 Agenda Page 116 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE CONSOLIDATED FINANCIAL STATEMENTS OCTOBER 31, 2018 and 2017 Agenda Page 117 TABLE OF CONTENTS Page No. INDEPENDENT AUDITOR'S REPORT ON CONSOLIDATED FINANCIAL STATEMENTS FINANCIAL STATEMENTS Consolidated Balance Sheets 3 Consolidated Statements of Income and Retained Earnings 4 Consolidated Statements of Cash Flows 5 Notes to Consolidated Financial Statements 7 ADDITIONAL INFORMATION Independent Auditor's Report on Additional Information 15 Schedule of Earnings from Contracts 16 Schedule of Contracts Completed 17 Schedule of Contracts in Progress 18 Agenda Page 118 SK Sedita Kilton & Company, Certified Public Accountants, P.L. 104 N. Evers St Suite 202, Plant City, FL 33563 PHONE (813) 752-4147 • FAX (813) 752-3355 www.seditakilton.com INDEPENDENT AUDITOR'S REPORT ON CONSOLIDATED FINANCIAL STATEMENTS To the Board of Directors and Stockholders of Q.G.S. Development, Inc. Report on the Financial Statements I have audited the accompanying consolidated financial statements of Q.G.S. Development. Inc. and Affiliate which comprise the consolidated balance sheets as of October 31, 2018 and 2017, and the related consolidated statements of income and retained earnings and cash flows for the years then ended and the related notes to the financial statements. Management's Responsibility for the Financial Statements Management is responsible for the preparation and fair presentation of these financial statements in accordance with accounting principles generally accepted in the United States of America; this includes the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of financial statements that are free from material misstatement, whether due to fraud or error. Auditor's Responsibility My responsibility is to express an opinion on these financial statements based on my audit. I conducted my audit in accordance with auditing standards generally accepted in the United States of America. Those standards require that I plan and perform the audit to obtain reasonable assurance about whether the financial statements are free from material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the financial statements. The procedures selected depend on the auditor's judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity's preparation and fair presentation of the financial statements in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the entity's internal control. Accordingly, I express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the financial statements. I believe that the audit evidence I have obtained is sufficient and appropriate to provide a basis for my audit opinion. Agenda Page 119 Opinion In my opinion, the consolidated financial statements referred to above present fairly, in all material respects, the consolidated financial position of Q.G.S. Development, Inc. and Affiliate as of October 31, 2018 and 2017, and the consolidated results of its operations and its cash flows for the years then ended in accordance with accounting principles generally accepted in the United States of America. Sedita Kilton & Company, Certified Public Accountants, P.L. 4KW January 18, 2019 MWM Q.G.S. DEVELOPMENT, INC. AND AFFILIATE CONSOLIDATED BALANCE SHEETS OCTOBER 31, 2018 AND 2017 ASSETS Current assets: Cash and cash equivalents (Note H) Contract receivables, net of allowance of $0 and $0 in 2018 and 2017 Retainages receivable Accounts receivable -trade Inventory (Note B) Costs and estimated earnings in excess of billings on uncompleted contracts (Note G) Other assets Prepaid insurance Income tax refunds receivable (Note F) Total current assets Agenda Page 120 2018 2017 $ 3,969,757 1,376,081 9,420,375 8,599,507 3,782,445 3,670,537 1,109,951 673,984 2,088,826 2,017,834 2,878,215 1,269,937 11,824 - 107,868 - 633,131 640,224 24,002,392 18,248,104 Property and equipment (Notes C and E) 13,552,442 11,734,762 Other assets 10,120 56,615 Due from QGS Property Holdings, LLC (Nate L) - 407,934 Cash value of life insurance _ 69,665 67,805 . TOTAL ASSETS $ 37,634,619 30,515,220 LIABILITIES AND STOCKHOLDERS' EQUITY Current liabilities: Current portion of long-term debt (Note E) Line of credit (Note E) Accounts payable Retainages payable Billings in excess of costs and estimated earnings on uncompleted contracts (Note G) Due to QGS Property Holdings, LLC (Note L) Provision for losses on contracts Income tax payable (Note F) Accrued expenses Total current liabilities Long-term debt, less current portion (Note E) Deferred income taxes (Note F) Stockholders' equity: Class A voting common stock, $1 par value, 10,000 shares authorized, 4000 shares issued and outstanding Class B non-voting common stock, $1 par value, 90,000 shares authorized, 80,000 shares issued and outstanding Retained earnings Total stockholders' equity TOTAL LIABILITIES AND STOCKHOLDERS' EQUITY 2, 686,01.6 2,437,575 5,011,072 5,167,448 1,088,621 1,053,928 2,710,009 2,055,353 200,000 - - 85,706 20,986 - 1,554,036 1,232,940 13,278,740 12,032,950 5,081,172 4,067,365 2,016,861 1,872,868 4,000 4,000 80,000 80,000 17,173,846 12,458,037 17,257,846 12,542,037 $ 37,634,619 30,515,220 Read accompanying notes to consolidated financial statements. -3- Q.G.S. DEVELOPMENT, INC. AND AFFILIATE CONSOLIDATED STATEMENTS OF INCOME AND RETAINED EARNINGS YEARS ENDED OCTOBER 31, 2018 AND 2017 Revenues earned Cost of revenues earned: Provision for losses on contracts Cost of revenues earned Total cost of revenues earned Gross profit Expenses: General and administrative Depreciation Interest Total expenses Income from operations other income: Interest income Gain on disposal of. assets Income before income taxes Income tax expense (benefit) Net income Retained earnings, beginning of year Retained earnings, end of year Agenda Page 121 2018 2017 $ 88,349,993 S 70,144,776 - 85,706 78,715,393 66,641,436 78,715,393 66,727,142 9,634,600 3,417,634 4,224,580 2,732,309 52,294 38,957 152,842 141,855 4,429,716 2,913,121 5,204,884 504,513 8,775 112,008 94,851 35,OB3 5,308,510 651,604 592,701 (561,357) 4,715,809 1,212,961 12,458,037 11,245,076 $ 17,173,846 $ 12,458,037 Read accompanying notes to consolidated financiai statements. -4- Agenda Page 122 Q,G.S. DEVELOPMENT, INC. AND AFFILIATE CONSOLIDATED STATEMENTS OF CASH FLOWS YEARS ENDED OCTOBER 31, 2018 AND 2017 Read accompanying notes to consolidated financial statements - 5 - 2D18 2017 Cash flows from operating activities: Net income S 4,715,609 $ 1,212.,961 Adjustments to reconcile net income to net cash provided by operating activities: Depreciation and amortization 3,571,091 3,011,323 (Gain) on disposal of assets (94,851) (35,083) Deferred income taxes 143,993 (545,139) (Increase) decrease in: Contract receivables (1,256,835) 4,343,673 Retainages receivable (111,908) (1,008,863) Inventory (70,992) (366,307) Costs and estimated earnings in excess of billings on uncompleted contracts (1,608,278) 1,891,924 Other assets 34,671 (1,330) Prepaid insurance (107,868) - Income tax refunds receivable 7,093 (349,121) Due from QGS Property Holdings, LLC 607,934 (318,832) Increase (decrease) in: Accounts payable (156,316) (2,495,299) Retainages payable 34,693 313,758 Billings in excess of costs and estimated earnings on uncompleted contracts 654,656 (299,931) Income tax payable 28,986 Accrued expenses 321,096 202,661 Provision for losses on contracts (85,706) 85,706 Net cash provided by operating activities 6,627,206 5,642,101 Cash flows from investing activities: Proceeds or. disposal of property and equipment 435,737 179,103 Purchase of property and equipment (1,647,068) (333,920) Change in cash value of life insurance (1,8601 (1,951) Net cash (used in) investing activities (1,213,191) (156,768) Cash flows from financing activities: Proceeds on line of credit 5,090,297 - Payments on line of credit (4,890,297) (11000,000) Proceeds from long-term debt 84,090 - Principal repayment on long-term debt (3,104,431) (3,278,226) Net cash (used in) financing activities (2,820,341) (4,278,226) Net increase in cash and cash equivalents 2,593,676 1,207,107 Cash and cash equivalents, beginning of year 1,376,081 168,974 Cash and cash equivalents, end of year S 3,969,757 S 1,376,081 Read accompanying notes to consolidated financial statements - 5 - Q.G.S. DEVELOPMENT, INC. AND AFFILIATE CONSOLIDATED STATEMENTS OF CASH FLOWS YEARS ENDED OCTOBER 31, 2018 AND 2017 Noncash investing and financing activity: Total cost of property and equipment Amount financed Cash paid Supplemental disclosure: Interest paid Income tax paid Agenda Page 123 2018 2017 $ 5,729,657 $ 3,244,258 (4,082,589) (2,910,338) $ 1,647,068 $ 333,920 $ 152,842 $ 141,855 $ 487,000 $ 260,000 Read accompanying notes to consolidated financial statements. - 6 - Agenda Page 124 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 Note A: Summary of Significant Accounting Policies 1. Nature of Business The Company is a contractor specializing in residential site development, golf course and athletic field construction and renovation, and infrastructure construction for municipalities and agencies of the Federal Government. The Company's affiliate, Quality Turf, L.C., was formed as a limited liability company in 1998 under the laws of the State of Florida for the purpose of agricultural production, sale and installation of sprigs and sod used predominantly for golf courses and sports complexes in Florida. Under this form of organization, the Company is not liable for the debts of the Affiliate. The Company grants credit to customers in the construction industry. Consequently, the Company's ability to collect the amounts due from customers is affected by economic fluctuations in the industry. The Company performs ongoing credit evaluations of its customers' financial condition, and generally requires no collateral from its customers. 2. Principles of Consolidation The consolidated financial statements include the accounts of the Company and its wholly-owned affiliate, Quality Turf, L.C., after elimination of all intercompany accounts and transactions. 3. Inventories Inventories are stated at lower of cost or market. The Company determines cost on a first -in, first -out basis. Its affiliate, Quality Turf, L.C., determines cost by accumulating all direct and indirect costs (including depreciation) of maintaining the sprigs and sod available for sale. Limited life land development costs are capitalized and amortized over the period of time during which benefit is expected. 4. Revenue Recognition The Company recognizes revenues from fixed-price and modified fixed-price construction contracts on the percentage -of -completion method, measured by the percentage of cost incurred to date to estimated total cost for each contract. The method is used as management considers total cost to be the best available measure of progress on the contracts. Due to inherent uncertainties in estimating costs, it is at least reasonably possible that the estimates used will change within the near term. Contract costs include all direct material and labor costs and those indirect costs related to contract performance, such as indirect labor, supplies, tools, repairs, and depreciation. Selling, general, and administrative costs are charged to expenses as incurred. Provisions for estimated losses on uncompleted contracts are made in the period in which such losses are determined. Changes in job performance, job conditions, and estimated profitability may result in revisions to costs and income, which are recognized in the period in which the revisions are determined. Changes in estimated job profitability resulting from job performance, job conditions, contract penalty provisions, claims, change orders, and settlements, are accounted for as changes in estimates in the current period. -7- Agenda Page 125 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2016 AND 2017 5. Property and Equipment Property and equipment are recorded at cost. Depreciation is computed using straight-line and accelerated methods for all depreciable assets. Property and equipment are depreciated over their estimated useful lives, which are generally five to forty years. 6. Income Taxes Deferred income taxes are the result of timing differences in reporting on the investment in affiliate, the allowance for doubtful accounts, differences in tax depreciation methods, and provisions for losses on contracts. 7. Cash and Cash Equivalents For purposes of the statement of cash flows, the Company considers all highly liquid debt instruments with a maturity of three months or less to be cash equivalents. 8. Use of Estimates Management uses estimates and assumptions in preparing financial statements. Those estimates and assumptions affect the reported amounts of assets and liabilities, the disclosure of contingent assets and liabilities, and reported revenues and expenses. Significant estimates used in preparing these financial statements include those assumed in computing profit percentages under the percentage -of -completion revenue recognition method, those used in depreciating the Company's equipment, and those assumed in computing the allowance for doubtful accounts. It is at least reasonably possible that the significant estimates used will change within the next year. 9. Allowance for Doubtful Accounts It is the policy of management to review the outstanding accounts receivable at year end, as well as the bad debt write-offs experienced in the past, and establish an allowance for doubtful accounts for uncollectible amounts. 10. Warranties Many of the construction contracts contain warranty provisions covering defects in materials or workmanship that generally run from six months to one year after the customer accepts the contract. Because of the nature of the projects, including contract owner inspections of the work both during construction and prior to acceptance, the Company has not experienced material warranty costs for these short-term warranties and therefore, no accrual for these costs is considered necessary. 11. Paid Time Off The Company allows employees to carryover PTO into the subsequent year and to be paid out any accumulated PTO on the employee's anniversary date. Therefore, the Company has accrued $289,153 and $228,770 for the years ending October 31, 2018 and 2017, respectively. 8- Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 Note B: Inventory Components of inventory are as follows: 2018 2017 Sprigs and sod $ 2,088,826 $ 1,801,999 Dirt - 215,835 Total $ 2,088,826 $ 2,017,834 Note C: Property and Equipment Components of property and equipment are as follows: Machinery and equipment Land development costs Land improvements Leasehold improvements Buildings and improvements Furniture and fixtures Vehicles Land Total Less accumulated depreciation 2018 $ 20,138,168 807,687 1,946,224 771,212 145,595 95,165 4,681,696 1,900,673 30,486,420 Agenda Page 126 2017 $ 19,191,066 659,352 1,866,877 215,537 354,771 229,755 4,212,190 1,900,673 28,630,221 (16,933,978) (16,895,459) $ 13,552,442 $ 11,734,762 Depreciation expense was $3,571,091 and $3,011,323 for 2018 and 2017, respectively. Note D: Note Payable and Lines -of -Credit Q.G.S. Development, Inc. has a $2,500,000 bank line of credit available. Interest payments on advances on the line of credit are due quarterly with principal due at maturity. The line of credit is due on demand. The line of credit carries an interest rate of prime. There is a balance outstanding of $0 and $0 on the line of credit as of October 31, 2018 and 2017, respectively. The line of credit is secured by the Company's assets and guaranteed by the owners of Q.G.S. Development, Inc. Quality Turf, L.C. has a $450,000 bank line of credit available. Advances on the line of credit are due on demand, and carry an interest rate of prime. The line of credit is collateralized by the Company's assets. No amount was outstanding under this agreement at October 31, 2018 and 2017. -9- Agenda Page 127 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 The Company carries an unsecured letter of credit for $250,000 for the purpose of covering the self insurance portion of the Company's workers' compensation insurance. Advances on the letter of credit carry an interest rate of prime. There was no balance outstanding at October 31, 2018 and 2017. The Company has a $1,000,000 Equipment Guidance Line for QGS Development, Inc. and Quality Turf, L.C. The commitment allows for the financing of equipment at prime plus 0.50% for up to 60 months. The rate will be a fixed rate determined at each term loan funding. The outstanding balance on this line was $430,941 and $631,136 at October 31, 2018 and 2017, respectively. Loans associated with the Equipment Guidance Line bear interest at rates between 4% to 4.25%. Monthly payments of principal and interest total approximately $18,438 at October 31, 2018 and 2017. Note E: Long -Term Debt Long-term debt consists of the following: Vendor financing for equipment and vehicles Equipment Guidance Line Mortgage Note Payable Maturing 2029 Total Less Current Portion Long -Term Portion 2018 2017 $ 7,096,247 $ 5,403,804 430,941 631,136 240,000 470,000 7,767,188 6,504,940 (2,686,016) (2,437,575) $ 5,081,172 $ 4,067,365 The equipment and vehicles financing is composed primarily of vendor financing arrangements at varying principal amounts, maturity dates and interest rates ranging from 0.00% to 5.90%. Monthly payments total $253,354 and $283,161 for 2018 and 2017, respectively. The Mortgage Note Payable Maturing 2029 bears interest at Prime (5.00% and 4.25% at October 31, 2018 and 2017) per annum. Monthly payments of principal and interest total approximately $6,633 and $6,926 at October 31, 2018 and 2017, respectively. The note matures on April 20, 2029. The note is secured by certain real estate holdings of Quality Turf, L.C. -10- Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 The debt is scheduled to mature as follows: Year ended October 31, 2019 $ 2,686,016 2020 2,377,122 2021 1,781,433 2022 921,376 2023 1,241 Thereafter - $ 7,767,188 Substantially all of the property and equipment is pledged as collateral on long -terns debt. Note F: Income Taxes Income tax provision consists of the following: Current Deferred Income tax expense (benefit) The net deferred tax liability consisted of the following: Deferred tax asset Deferred tax liability Net deferred tax liability Agenda Page 128 2018 2017 $ 448,708 $ (16,218) 143,993 (545,139) $ 592,701 $ (561,357) 2018 2017 (2,016,861)_ (1,872,868) $ (2,016,861) $ (1,872,868) The Company had state income taxes payable of $28,986 and $0 for the years ended October 31, 2018 and 2017, respectively. The Company had federal income tax payable of $0 for the years ended October 31, 2018 and 2017. The total provision differs from the amount that would be obtained by applying federal statutory rates to income before income taxes because: no tax benefit has been provided for nondeductible expenses; the Company is subject to state income taxes; the Company provides for an allowance for doubtful accounts for financial statement purposes; the affiliate accounts for its agricultural operations utilizing the cash basis method of accounting for tax reporting purposes; differences in determining revenue earned for contracts in progress for book versus tax due to provisions for losses on contracts; and the use of accelerated depreciation methods for tax reporting purposes. The Company's federal and state income tax returns for 2015, 2016, 2017, and 2018 are subject to examination by the IRS, generally for three years after they were filed. -11- Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 Note G: Costs and Estimated Earnings on Uncompleted Contracts Details of costs and estimated earnings on uncompleted contracts are as follows: Costs incurred on uncompleted contracts Estimated earnings thereon Less billings to date Costs and estimated earnings in excess of billings on uncompleted contracts Billings in excess of costs and estimated earnings on uncompleted contracts Note H: Concentrations 2018 Agenda Page 129 2017 $ 57,970,002 $ 60,591,849 7,584,964 3,341,321 $ 65,554,966 $ 63,933,170 65,386,760 64,718,586 $ 168,206 $ (785,416) 2,878,215 1,269,937 (2,710,009) (2,055,353) $ 168,206 $ (785,416) Financial instruments that potentially subject the Company to concentrations of credit risk consist principally of temporary cash investments and trade accounts receivable. The Company places its temporary cash investments with financial institutions. Bank deposits are insured by the Federal Deposit Insurance Corporation (FDIC) to at least $250,000 per depositor. The Company has uninsured bank balances totaling $4,175,346 and $1,560,549 at October 31, 2018 and 2017, respectively. The Company has not experienced any losses in such accounts and believes it is not exposed to any significant credit risk to cash. The Company is a contractor specializing in residential site development, golf course and athletic field construction and renovation, and infrastructure construction for municipalities and agencies of the Federal Government. The Company grants credit to its customers, generally without collateral, but usually eligible for the filing of a contractor's lien against the property on which the work was performed. The Company's ability to collect the amounts due from customers is affected by economic fluctuations primarily in the residential site development and golf course construction industries. Note I: Operating Lease - Lessee On January 1, 2007 Quality Turf, L.C. entered into a lease agreement for a parcel of land. The lease term ends on December 31, 2019 and is renewable annually. Lease payments totaled $40,020 for the years ending October 31, 2018 and 2017. -12- Agenda Page 130 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 The Company leases equipment from various vendors for terms of 12 to 36 months. Payments under equipment operating lease obligations are as follows: Year ended October 31: 2019 $ 1,336,739 2020 1,035,878 2021 511,080 2022 - 2023 - Total $ 2,883,697 Monthly payments total $113,564 and $63,726 at October 31, 2018 and 2017, respectfully. Note J: Operating Lease — Lessor On March 31, 2014, Quality Turf, L.C. purchased land and land improvements totaling $1,000,000 to be utilized for agricultural production of sprigs and sod. On April 1, 2014, Quality Turf, L.C. leased a portion of the land acquired back to the seller for a period of thirty years ending on April 1, 2044, As rent, the lessee shall be responsible for and pay the real estate taxes each year during the term of the lease. Note K: Changes in Estimates The Company revised its estimates on certain contracts uncompleted at October 31, 2017 and 2016. The effect of changes in estimates of contract profits was to increase net income for the year ended October 31, 2018 by approximately $586,000 and decrease net income for the year ended October 31, 2017 by approximately $1,119,000 from that which would have been reported had the revised estimates been used as the basis of recognition of contract profits in the preceding year. Note L: OGS Property Holdings, LLC The members of QGS Property Holdings, LLC (Holdings) are also owners and officers of the Company. Holdings has entered into a contract for purchase of raw land and construction of an office building. The Company owed Holdings $200,000 at October 31, 2018. Holdings owed the Company $407,934 at October 31, 2017. The Company leases the property from Holdings for $18,258.43 per month plus sales tax. Note M: Legal Proceedings In the ordinary course of business, the Company and its affiliate is involved in various legal proceedings, the various outcomes of which cannot be predicted with certainty. The Company records liabilities in the consolidated balance sheets representing estimated liabilities relating to legal proceedings to the extent that the Company has concluded such liabilities are probable and the amounts of such liabilities are reasonably estimable. The aggregate liabilities recorded as of October 31, 2018 and 2017 related to these matters were $0 and $0, respectively. Some of the matters in which the Company is involved may involve compensatory, punitive, or other claims or sanctions that, if granted, could require the Company to pay -13- Agenda Page 131 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE NOTES TO CONSOLIDATED FINANCIAL STATEMENTS YEARS ENDED OCTOBER 31, 2018 AND 2017 damages or make other expenditures in amounts that are not probable to be incurred or cannot currently be reasonably estimated. Accordingly, it is possible that future developments in such proceedings and inquiries could require the Company to (i) adjust existing accruals, or (ii) record new accruals that the Company did not originally believe to be probable or that could not be reasonably estimated. Such changes could be material to the Company's financial condition, results of operations and cash flows in any particular reporting period. Note N: Subsequent Events There were no subsequent events that require adjustment to the financial statements or disclosure in the financial statements. Subsequent events have been evaluated through January 18, 2019, which is the date the financial statements were available to be issued. UNAUDITED Note O: Backlog -Information nformation At October 31, 2018 and 2017, the Company's backlog of signed contracts including approved change orders was as follows: 2018 2017 Total uncompleted contracts including approved change orders $ 125,281,532 $ 86,061,991 Less revenue earned thereon (65,554,966) (63,679,130) Backlog $ 59,726,566 $ 22,382,861 The Company is generally required to furnish performance and payment surety bonds to contract owners. During the year ended October 31, 2018 and 2017, there were $66,637,203 and $17,759,990, respectively, of new surety bonds issued to contract owners. The bonds are secured by receivables from bonded contracts and a general guarantee from the Company. Also, the Company's stockholders provide a personal guarantee for the bonds. At October 31, 2018 and 2017, surety bonds for contracts in progress totaling $78,341,511 and $70,520,600 respectively, had been issued with a current backlog of $24,116,020 and $13,997,309, respectively. Of the uncompleted contracts at October 31, 2018, $16,701,589 has been subcontracted to various specialty subcontractors. Of the uncompleted contracts at October 31, 2017, $11,380,771 has been subcontracted to various specialty subcontractors. At October 31, 2018 and 2017, there were no surety bonds from subcontractors. Due to the Company's internal controls over subcontractor prequalification, no accrued liability was considered necessary by management for financial guarantees related to the non -bonded subcontractors at October 31, 2018 and 2017, respectively. The Company has entered into contracts totaling $9,971,008 subsequent to October 31, 2018. -14- Agenda Page 132 ADDITIONAL INFORMATION Agenda Page 133 SK Sedita Kilton & Company, Certified Public Accountants, P.L. 104 N. Evers Si Suite 202, Plant CPy, FL 33563 PHONE (813) 752-4197 • FAX (813) 752-3355 www.seditakilton.com INDEPENDENT AUDITOR'S REPORT ON ADDITIONAL INFORMATION To the Board of Directors and Stockholders of Q.G.S. Development, Inc. Report on Additional Information My report on my audits of the basic consolidated financial statements of Q.G.S. Development, Inc. and Affiliate as of and for the years ended October 31, 2018 and 2017 appears on page 1. Those audits were conducted for the purpose of forming an opinion on the basic consolidated financial statements taken as a whole. The information included in the accompanying Schedules 1-3 is presented for purposes of additional analysis and is not a required part of the basic consolidated financial statements. Such information is the responsibility of management and was derived from and relates directly to the underlying accounting and other records used to prepare the financial statements. The information has been subjected to the auditing procedures applied in the audit of the financial statements and certain additional procedures, including comparing and reconciling such information directly to the underlying accounting and other records used to prepare the financial statements or to the financial statements themselves, and other additional procedures in accordance with auditing standards generally accepted in the United States of America. In my opinion, the information is fairly stated in all material respects in relation to the consolidated financial statements as a whole. Sedita Kilton & Company, Certified Public Accountants, P.L. �1 1 CI I►i� January 18, 2019 — 15 — Agenda Page 134 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE SCHEDULE 1 EARNINGS FROM CONTRACTS YEARS ENDED OCTOBER 31, 2018 AND 2017 Cost of 2018 2017 Revenues revenues Gross Gross earned earned Profit Profit Contracts completed during the year $ 33,816,477 $ 30,748,673 $ 3,067,804 $ 2,127,768 Contracts in progress at year-end 54,533,516 47,966,720 6,566,796 1,289,866 $ 88,349,993 $ 78,715,393 $ 9,634,600 $ 3,417,634 Read auditor's report on additional information. -16- Agenda Page 135 Q.G.S. DEVEWPMENT, INC. A140 AFFILIATE SCHEDULE 2 CONTRACTS COMPLETED YEAR ENDED OCTOBER 31, 2018 Read auditor's report on additional in Formation. - 17 - Contract To Cal$ Before N --ember 2017 During October the year ended 31, 2018 Gross Gross Gross Contract Revenue. Colt of profit Revenues Cost of pro'it Revenues Cosc of profit number earned revenues (loss) earned revenues Goss) earned revenues 11055! 18-5328 4,55B,144 4,464,179 S 93,965 $ - .. - $ - $ 4,558,144 $ 4,464,179 6 73,96,5 i1-7045 1,334,009 11022,049 _ 1,960 1,320,785 1,019,B1G 300,975 13,223 2,239 10,985 15-7111 9,961,254 -,762,496 ?98,758 9,804,684 9,644,573 160,111 156,570 117,923 36,64? 16-7120 3,960,000 3,333,314 526,686 3,132,933 2,651,52C 281,413 72),067 481,794 245,273 16-7124 10,514,314 11,236,933 022,619! 10, Z7 U, 528 ll,C41,996 (76`.,370) 237,686 194,935 42,751 16-7125 4,905,595 4,105,963 699,832 3,943,750 3,770,54" 173,203 661,945 335,316 S26,629 16-1128 1,403,266 1,237,734 115,552 1,114,525 794,426 32C,099 200,761 493,3'06 (204.547) 16-"1130;1%-7147 10,216,172 6,780,060 :,436,112 7,708,699 6,946,914 '61,795 2,507,473 ;,833,145 614,3'<7 17-7133 1,970,523 1,965,423 5,100 1,8666,393 118791166 9,72"I E1,630 86,257 !4,627) 17-7136 11,411,346 11,041,247 -j70,099 8,270,Z49 7,773,732 496,517 3,141,097 3,261,515 (126,418) 17-7177 775,062 564,319 210,744 - - - .-5,062 156,503) 564,318 210,744 17-7138 698,968 605,005 93,863 755,371 601,995 153,376 3,010 (59,513) 17-7145 374,159 412,323 i36,1641 354,472 351,146 3,326 19,697 61,177 (41,490) 0-7149 099,129 946,640 147,5111 603,608 557,942 45,666 295,521 388,698 !93,177) 17-7150 120,414 2,722,178 (1,7641 935,914 841,643 94,271 1,784,500 1,880,535 !96,035) 17-7151 1,457,547 1,403,944 53,603 31,907 201517 3,390 1,425,640 1,375,427 50,213 17-7152 9C0,003 1,084,477 (184,477) 308,732 280,2D9 28,523 591,269 804,268 (213,000) 7-7153 ,741,440 1,700,941 32,499 736, S99 6S6, 992 79,617 1,004,841 1,05i,959 147,1181 17-7154 -,192,274 1,873,074 3'9,200 E21,62S 784,678 !6,950 1,370,646 1,068,396 282,250 17-7157 1,3-ib,70B 1,416,269 (41,56-) 57,758 46,458 9,300 1,318,950 1,369,811 (s0,863) 17-7159 891,287 730,952 160,335 407,739 301,386 1061353 483,548 429,566 53,962 18-7166 ;,3051191 _193,94G 115,235 - - - 1,309,181 1,193,946 115,235 18-7865 451,850 366,022 85,828 2,815 2,34-,. 534 448,975 363,681 85,294 18-7881 433,022 311,602 '01.340 - - - 4.3,022 311,682 101,340 Quality Turf, L.C. 7,107,719 E,166,187 941,532 - - - 7,10?,719 6,166,187 941,53, Contracts < 5300,000 215571548 2,129,254 429,294 415,257 363,107 52,150 2,142,291 1,7366,148 376,143 Other 808,533 653,253 155,200 - - - 208,533 653,253 155, 28:, @6,709,48381,e'B9,762 5 5,419,721 52893,006 50,541,090 52,351,936 S 33,16,477 $ 30,746,673 9 3,067,894 Read auditor's report on additional in Formation. - 17 - Agenda Page 136 Q.C.S. DEVELOPMENT, INC. AND AFFILIATE SCHEDULE 3 CONTRACTS IN PROGRESS YEAR ENDED OCTOBER 31, 2018 Read auditor's report an additional in_ormet?o:e. -Is- Contract Totals "rrom inception to 0ctooer 31, 20iS Estimated TOLa1 Estimated Contract Estimated gross Revenues ccsts Gross Billed cost to Under- Over - number revenues profit earned incU:red profit (loss:: to date complete bilLings billings 19-5329 S 510001000 5 41-i,851 5 - 5 - S - S - S 4,582,149 5 - S - 14-7069 19,559,381 962,051 9,731,235 8,844,635 966,600 10,043,732 752,695 - 32,497 16-7123 1,998,279 13,291 1,997,814 1,964,531 33,283 1,90?,535 457 90,279 - 7-7139 1,223,958 159,095 1,110,792 961,314 143,479 1,140,246 98,549 - 29,4:4 17-7140 10,860,350 1,148,984 6,274,917 51611,055 663.862 5.262,511 4,100,311 _,012,406 - 18-7174 2,034,331 213,185 1,114,302 1,000,676 113,426 1,541,634 880,270 - 42.7,332 18-7175 2,455,647 2271167 1,495,555 1,351,207 138,348 1,921,698 871,323 - 426,143 17-71476 301,59C 40•,481 168,027 150,201 17,826 301,560 -90,908 - 133,533 17-7158 1,404,731 :24,685 1,403,927 1,279,313 124,614 1,403,783 733 144 - 18-116' 1,250,000 123,208 1,072,639 966,913 105,726 755,627 159,879 317,612 - 18-7162 10,252,157 926,828 7,422,891 6,751,038 671,033 6,869,706 2,573,491 553,185 - 18-7163 3,005,773 396,600 2,279,85 1,979,469 300,362 2,329,259 630,284 - 49,408 18-7164 9,955,227 699,5669 8,922,793 8,295,775 627,018 8,522,3_2 959,883 400,481 - 18-7165 10,871,735 2,678,966 :0, 87 i, 735 8,192,769 2,6?8,966 10,590,389 D 281,346 - 18-7168 4,070,515 263,208 2,980,520 2,787.793 192,727 .,;86.061 1,019,514 - 205,541 18 -7169 1,363,393 122,941 11156,506 1,OS2,220 104,285 1,271,586 188,232 - 55,OEO JE -7,17C 1,057,060 63,068 1,054,510 991,594 62,915 1,031,722 2,398 22,788 - 18-7171 552,423 60,762 280,937 250,036 30,901 462,243 241,625 - 131,306 18-1173 897,326 93,989 634,712 56A,265 E6, 487 671,250 235,072 - 36,498 18-7176 1,146,317 155,594 154,053 6511;06 1C2,345 901,227 339,075 - 147,114 18-7177 12,178,966 1,240,072 2,011,332 ' _,806,536 - 204,796 2,374,261 9,132,358 - 362,929 18-1178 ,140,055 115,159 551,313 49S,624 55,689 623,021 529,212 - 271.708 16-7179 2,037,556 226,402 499,08G 443,630 55,456 494,686 1,367,524 4,400 - 18-7180 632.825 49,325 22,2.31 20,499 1,732 30,203 563,001 - 7,971 18-7161 6,243,501 309,811 3,634 31501 i83 - 5,927,189 3, 6e4 - 10-7182 51924,156 764,725 513,323 456,630 56,693 396,687 5,702,801 116,636 - 1e-7193 2,951.447 308,043 345,133 129,454 15,679 199,207 2,413,950 - 53,014 18-7184 2, 25D, 600 229,nA6 13,763 12,362. 1,401 - 2,008,552 13,763 - 18-7196 1,973.755 208,651 13,921 12,449 1,472 - 1,751,955 13,921 - 16-7187 1,056,630 9,6,207 3,258 2,881 377 - 6,239,542 3,258 - 1e-le90i13-78E2 945,•492 107,184 932,954 627,192 105,762 909,702 11,116 23,192 - 0 < $300,000 640,546 119,846 ;17,212 95,112 2;.,506 105,851 433,988 2I,720 _'.'•:365 Totals S .25,201,532 13,4.^.3,434 $ GS.554,966 5 57,970,002 S 7,584,964 5 65,386,750 S 53,938.096 5 2,878,215 5 2,710,009 Read auditor's report an additional in_ormet?o:e. -Is- Agenda Page 137 Q.G.S. DEVELOPMENT, INC. AND AFFILIATE SCAEDULE 3, continued CONTRACTS IN PROGRESS YEAR ENDED OCTOBER 31, 2018 Read auditor's report on additional information. - 19 - Contract Totals For the twe.ve months ended OCtober 31, 2018 Estimated Cost or Contract Estimated gross Revenues revenues Gross Profit :cumber revenues profit earned earned (Loss; 19-5329 $ 510001000 S 413,851 S - $ - S - 14-7069 10,559,3381 962,051 310,53: 287,315 23,219 16-1123 1,998,279 33,291 965,442 11010187? (45,379) 1-7-7139 1,2233,956 150,095 560,518 537,093 73,425 17-7140 10,860,35C 1,146,984 6,249,587 5.588,63C 660,957 18-7174 2,094,331 213,185 1,114,302 1,000,876 113,42G 10-7175 2,455,697 227,167 1,495,555 1,357,207 138,348 17-71478 381,590 40148i 1681027 150,201 17,826 17-7156 1,404,731 124,685 1,403,868 1,279,261 124,607 18-7:61 1,250,000 323,206 1,072,639 966,913 105,726 18-11-62 10,252,157 926,828 7,422,891 6,751,838 671,053 18-7':63 3,005,773 396,000 2,279,851 1,979,489 300,362 18-73.64 9,955,227 699,569 8,922,793 0,295,775 627,018 18-7165 10,8"1's.,-735 2,678,966 10,871,735 8,192,769 2,678,966 18-7169 4,070,515 2.63,208 2,980,520 2,787,'793 1921727 18-7,169 1,363,393 122,941 1,156',506 1,052,220 104,286 18-7170 1,057,060 63,068 1,054,53.0 991,594 62,91.6 i8-7171 552,423 60,762 280,937 250,036 30,901 18-7173 897,326 93,989 634.752 568,265 66,487 18-7176 1,14(,377 155,594 754,053 651,708 102,345 18-7177 12,178,966 1,240,C72 2,011,332 1,00 b, 536 204,796 18-7'78 1,140,055 115,159 551,31.3 495,624 55,689 18-7i79 2,037,556 226,402 499,086 443,630 55,456 18-7180 632,825 49,325 22,231 20,499 1,732 18-7183 6,240,501 309,811 3,684 3,501 183 1.6-7182 6,924,156 764,725 513,323 456,630 56,693 I5-7183 2,35"i,441 308,043 145,133 129,454 15,679 18-71.84 2,2501000 229,086 13,763 12,362 1,401 18-7186 1,973,05b 208.651 13,921 12,449 1.,472 18-7187 7,058,630 816,20? 3,256 2,681 377 18-%880118-7882 945,492 107,134 932,954 827,192 105,752 Contracts 648,546 1_18,846 104,448 86,108 _8,340 < $3300,000 -otais S 1251201,532 $13,403,434 $54,5333,516 $47,966,720 $ 6,566,79'6 Read auditor's report on additional information. - 19 - Agenda Page 138 QGS Development, Inc. Equipment Standard Rate Worksheet STANDARD RATE WORKSHEET ,A.0e / 1 1450 S. Park Road ■ Plant City, FL 33566 Phone: (800) 446-3326 0 (813) 634-3326 0 Fax: (813) 634-1733 Current as of 10/l/2017 Agenda Page 139 EQUIPMENT RATES Trackhoe - J D 470 Hour $ 185.00 Trackhoe - CAT336 Hour $ 130.00 Trackhoe -1D 225 Hour $ 105.00 Mini-Trackhoe Hour $ 90.00 Terex Mixer Hour $ 225.00 Loader Hour $ 105.00 Dozer JD 650 Hour $ 110.00 Grader Hour $ 125.00 Skid Steer Hour $ 85.00 84" Drum Roller W/Shell Kit Hour $ 70.00 54" Drum Roller Hour $ 45.00 Plate Tamp Hour $ 40.00 Broom Tractor Hour $ 75.00 Water Truck - 4000 Gallon Hour $ 115.00 25 Ton Off Road Dump Truck Hour $ 140.00 18yd Dump Truck Hour $ 90.00 10yd Dump Truck Hour $ 85.00 40 Ton Off Road Dump Hour $ 180.00 LABOR RATES BASE RATE OVERTIME RATE Superintendant Hour $ 47.00 $ 69.56 Equipment Operator Hour $ 38.50 $ 56.78 Foreman Hour $ 35.00 $ 51.50 General Labor Hour $ 32.00 $ 47.02 ***Rates based upon minimum 8 hour work day. ***There will be no Mobilization/Demobilization of equipment already onsite. *** There will be no 8 hour minimum charged for equipment already onsite. ***Water Truck/Water Wagon Rates do not include water. Water will be billed at cost plus overhead/profit. ***Dump Fees of any kind are not included. ***Mobilization/Demobilization of Equipment will be billed @ $600.00 per piece of Equipment. Agenda Page 140 QGS Development, Inc. Principal Members Experience 1 QGS Development, Inc. AgendIC 'I 1 Principal Members Experience P. Howard Barnes Owner/President Mr. Barnes has extensive experience in sales, management and daily operations. His activities include financial management, contract negotiations and implementation, personnel management, daily interaction with clients and quality control. Mr. Barnes also acts as the liaison with the Designer and Owner to achieve desired results in design/build projects. Mr. Barnes is a member of the Florida Turf Certification Board, Golf Course Builders Association, Superintendents Association, and Turfgrass Association. He has Forty -Seven (47) years of construction experience. Thomas H. Barnes Vice President Mr. Barnes currently leads our Sitework Development, Underground Utilities and Athletic Field divisions. He has extensive knowledge of residential/commercial sitework construction, as well as golf course construction and renovation. Mr. Barnes experience includes surveying, clearing, grubbing and earthwork, storm water drainage, sanitary sewer drainage, siphon drainage, water utilities and irrigation. Mr. Barnes possesses thorough knowledge of plan implementation, plan take -offs, contract negotiations and implementation, vendor procurement, sales, bidding and job scheduling. He has Twenty -Six (26) . years of construction experience with QGS Development. ]Larry Woody Assistant Vice President - Division Manner Mit. Woody has extensive experience in, pro1eet mviagertterit, supervisi activities include contract implementation, site dgyeiopWilt,. cc nstrubr( control. Mr. Woody manages on site safety prgr tati�c and personnel. He has Thirty -Six (36r) ycao tici t t. wrtliQGS Development. supervision and construction. His actf� t q cont i%npler construction scheduling, and quality con Aw trong inj.6ages on compliance, subcontractor performance acid ,He, ithiriy Fc experience with QGS Development. A ¢ Donald Thomas X . Secretarv/Treasurer Mr. Thomas is the Secretary/Treasurer of QGS Development ati also President of Quality Turf. Mr. Thomas is a member of 4hi. F-1&1 Tu Florida Sod Growers Cooperative. He has Thirty -Four (34) years of eons1 Development. in project leads our Turf Division as 'Grass Association and the action experience with QGS Agenda Page 142 QGS Development, Inc. Status of Contracts on Hand Asara N,e - O 1. MG,I" Ia505outh Park Road • Plant Chy. Florkla 33566 Phone: (11C(i) 4ao-3i2611613) 63b33251 fax (SM) 634-3733 Status of Golf Course Contracts on Hand (Work in Progress) Q1:5 P ilvrcaf Prelrst Barbed Cwtrart a^A 1 ,N,e,ntdWeh CwnPkrr4 Pnant (Y.) t'..,pkro 18—eawork.. RSR P—' 11`1 Wnannc Scl prgenrt�anen Cim.Sutr.Cwn7 tomer. Name.M Omr•. Cmrar tMver•a Phooa �wlwr Own a Add— rnpjaeret 4rtNiere F.np4eer'+Maw 6npaae aed/ar A*k— -1744:--07,'01/19 19.5329 Dipboatcoif&Tennis Club S 5,183,541.28 S 4,379.318.13 82.56Ye S 904,2'3.15 SOI Diplomat Parkway Uiardak Beach. FL Mahese Diplons: Owns. LLC (305)428-2514501 Dipbsnat parkway Hallandale Beach, FL 33009 Gree Nanaan Golf Course Dm* (561)640.7000 2041Viata Patk—, La -J2 33009 west Pakn Bu h, Fl. C0lloid: Levers (tisavwo 33411 19-5331 Via Mi— Golf Cows Caatrvetion S 1,159,942.00 3 1,060.0% 10 91.39sh S ?7.881.90 8.61% 6200 Boca Del Mar Pam -Florida Club (561) 789.5532 1515 N. Federal Hwy., Drive Pmpcit. 11, ILC S. 306 Boca Raton, FL 33433 Bou Ratan, FL 33432 Contact: Seats ls—l4 Manager —_ _. Tatak: 56.343+183.28 S 5,339,378.23 S 1,004,105.05 —.... .... _. Pair I or I Agenda Page 144 QGS Development, Inc. Prior Golf Course Experience Projects Completed (Past 5 Years) Agenda Page 145 AS- 17502Countv Road 672 • P.O. drawer 108 • Lithia, Florida 33547 Phone: (800) 446-3326 ee (813) 634-3326 • Fu (813) 634-1733 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years updat„1. 10.11.19 Page I of6 Project Name Project Location Owner's Representative Detail Description of Project Start Project Original Contract � FnalCmtraa Amount Owner (Developer Name and j Work Performed Date Completion Amount Address Date Babe Sound Golf Coorse Regressing 11671 SE Plandome Drive Roy MacDonald /John Galland Turf stnppmg, hauling, pond excavation, 01/31/2019 07.25/2019 $ 2,432,639.89 $ 2,438,09.89 Hobe Sound, FL 33455 Phone: (772) 546-4600 bunker sand shaping, contouring, drainage Hobe Sound Golf Club lac- greens, laser grade tee top, bunkers, 1 1671 SE Plandome Drive (Martin County) concrete removal & disposal, concrete Hobe Sound FL 33455 screening, finish grade, sol bed preparation, sod, etc. outer s Ran Golf & Racquet Club - North Course Restoration 3500 Clubhouse Lane Mary Watkins Sumy/Layout, Silt Fence, Turbidity, Demo, 03l21f1018 10/23/2018 S 4,404,814.90 S 4,55A,143 83 Boynton Beach, FL 33436 Phone: (561) 735-4002 Site Prep & Clearing, GC Drainage, Hunter's Run Property Owners Association, Inc. Shaping, lnigabon, Greens, Tees 3500 Clubhouse Lane Construction, Bunkers, Cart Paths, Boynton Beach, FL 33436 Grassin& Landscaping, etc. Pole Club of Boca Raton - 2017 Equestrian Golf 5400 Champion Boulevard Bran Moms, G.M. Renovation of 18 Hole golf course. 03131/2017 ! 11/28/2017 S 1,530,686.32 S 1,487,177.81 Course Renovation Boca Raton, FL 33496 Phooey (561) 995-1200 Concrete Path Removal, Grass Stripping & Emil: brettm@poloclub.net Burial, Rototilling, Earthmoving, Renovated Polo Club of Bow Raton USGA Green Construction, Tee 5400 Champion Boulevard Construction, New Sand Bunkers, Shaping, Bow Raton, Ft.. 33496 Curb, Grassing, Catch Basins, etc. Broken Sound Golf and Country Club 2401 Willow Spnngs Drive Gress Stripping & Burial, Booing Rotor Till 03/31/2017 10/31/2017 S 2,199,860.30 S 1,793 720.55 Boca Raton, FL 334% Fairway/Rough, Bury Pits, earthmoving, M & P Services, LLC New California Greens, Renovated 65 153rd Road South California Greens Tee Construction, New Delray Beach, FL 33446 ,Sand Bunkers, Shaping Grassing, etc, Hunter's Run - South Coarse Bunker Renovation 3500 Clubhouse Lane Mary Watkins Demc, Site Preparation, Clearing, Drainage, 08/09/2017 10/02/2017 S 293,675.00 S 210,703.80 Boynton Beach, FL 33436 Phone: (561) 735-4002 Shaping, Install Bunker Sand, Grassing, etc. Banter's Run Property Owners Association, toe 3500 Clubhouse Lane Boynton Beach, FL 33436 St. Andrews Country Club - Golf Coarse Renovation 17557 Claridge Oval Craig Martin Soil Erosion, Demo existing Greens & 02/23/2016 10/13/2016 S 5,280,946.09 Boca Raton, FL 33496 Phone: (561) 4514900 Ext 402 irrigation; Landscaping Clearing; Re- tAndrews Country Club grassing prep & existing Turf Stripping; 17557 Claridge Oval Earthwork & Shaping/FrrushiM Drainage; Boca Raton, FL 33496 GTB Greens, Tees, Bunkers; Cart Paths & coquina Areas; Grassing; Bulkhead Replacement, etc. updat„1. 10.11.19 Page I of6 Agenda Page 146 QGS 17502 County Road 672 a P.O. Drawer 108 a Lithia, Florida 33547 Phone: (gW) 446-3326. (813) 634-3326 a Fax (813) 634.1733 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years Project Name Project Location Owner's Representative Detail Description of Project Start Project. Original Contract I Final Contrea Amount Owner /Developer Name and Work Performed Date Completion Amount Address I Date Pelican Marsh Golf Club Fairway Bunker Renovation & 1810 Persimmon Dr. Ken Parris Site prep, cut -haul -dispose of sod onsite, 03252016 09/09/2016 f 683,709.17 No -Till Fairway Grassing 2016 Naples, FI, 34109 Phone, (239) 597-3000 cleanout sand, check drainage, install clean fill, shape & prepare outside of bunkers, Pelican Ma rah Golf Course install pipe and G -angle sand, sprig, sod, 1810 Persimmon Dr. etc. pies, FL 34109 Bear Lakes Country Club - Links Course 2016 1901 West Village Blvd. Greg Mortaolf Renovation of 18 -bole golf course. Regmde 0325/2016 08/30/2016 S 279,293.74 West Palm Beach. FL 33409 Phone: (561) 47&,OWI around greens for tie-ins, sod outside of ■ear Lakes Country Club Fax (561) 684-7571 greens, add plastic interface, sprig, k11 1901 West Village Blvd. green remove mix -raise gravel layer, West Palm Beach, FL 33409 fumigation greenside bunkers, fairway bunkers, roughs, nursery, tees Boca Raton Resort & Club - Golf Courm Renovation 2016 501 East Camino Real Panthars BRHC, LLC c/o Legal Dept. Renovation of 18 -hole golf course Existing 03/08."2016 0826/2016 $ 1,684,110.00 Boca Raton, FL 33432 Phone: (772) 285-3733 Greens & Tee grass stripping, lake bank Boca Raton Resort & Club grading, remove fairvay grass/organic layer 501 Fast Camino Real & bury onsite Boca Raton, FL 33432 (60 acres), new putting green construction, bunker construction, greens fumigation, greens grassing, tee laser level, synthetic turf, etc. Jupiter Island Club - Golf Course Renovation One Estrade Road Rob Kloska Importing good soil to raise the grades of 03.152016 08/162016 $ 60, 574C7 Hob. Sound, FL 33455 Phone: (",72)402-4258 oro hole; shaping that hole for drainage and Jupiter Island Holdings. Inc. playability (including tees and tying in One Estrada Rcad grades to bunkers, laser -leveling tees, Kobe Sound, FL 334'_5 grassing (sod and springs), installing an overflow structure in an adjacent lake, etc Riviera Country Club Renovation 2421 W. Shell Point Road Eric Von Holm, Director ofAgrono m y USGA Green Construction, Existing Lake 02/252015 04/19/2016 $ 7,520,932.35 Ruskin, FL 33570 Phone: (305) 661-5331 Liner and Bunker Liner Removal, Tree & Riven Country Club or Coral Gables, FL Fax: (305) 669-9029 Vegetation Removal, Topsoil Salvage, 1155 Blue Road Earthmoving, PVC Lake Liner, New Sand Coral Gables, FL 33146 Bunkers, Shaping Dry Stack Cap rock Walls, Concrete Cart Paths, Irrigation- : system, Grassing, etc. tdpdaWd: 10-11.19 Page 2 oft Agenda Page 147 QQ-1111s, 17502 County Road 672 ■ PO, Drawer 108 ■ Lithia, Florida 33547 Phone (800)446-3326.(813) 634.3326 a Fax(813) 634-1733 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years Project Name Project Location Owner's Representative Detail Description of Project Start Project Origimat Contract final foutrsd Amount Owner / Developer Name and Work Performed Date Completion Amount Address Date e Club at Admiral's Cove The Club at Admiral's Cove - John Hemng Renovation/Redesign of the Village Golf 03/032013 11/2012015 1 6,237334.53 Golf Village Phone, (561) 745.2655 Coarse at Admiral's Cove. Consist of 27 The Club at Admiral's Cove 200 Admiral's Cove Blvd. Fax (561) 745-2654 holes, greens, new tees, new bunkers and W Admiral's Cove Blvd. Jupiter, FL 33477 cart paths. Jupiter, FL 33477 Pompano Beach Succer Field Pompano Beach, FL City of Pompano Beech Strip & Remove existing grass, slopes & 2111/2015 2/272015 S 102,417.16 S 102,417.16 c/o Public W orIWEngineering landscape, Install practice field, bleachers, - hiff Construction & Development, Inc 1201 NE 5th Ave benches, 8021 post's, landscaping, sod & 201 N Federal Hwy, Ste.212 Pompano Beach, FL 33060 adjust existing irrigation Ft Lauderdale, FL 33306 Tammy Good 954 786-5512 am Eagleson, PM954524-2575 eham@shifcorn Ft Myers Country Club Ft Myeas Jim Powell Golf Course Removmion-Clearing & Grubbi 4/29/2014 10/312014 S 1,876,263 71 S 2,082,333.65 3591 McGregor Blvd. Senior Project Manger Ft. Myers, FL 33901 239 481-5000 'imp@wnghtgcom right Construction Group, Inc- na5811 5811Youngquist Rd.. Ft. Myers, FL 33912 Jim Po -11 739 481-5000 Trump National Doral Red & Gold Golf Course Renovation Doral, FL Jim Wagner, Architect -Hance Golf Design Renovation of the Red & Gold Course at 12/82013 10/31/2014 S 5,999,000.00 S 5,982,267.17 4400 NW 87th Avenue, 610 651-2977 Trump national Doral The work includes Miami, FL 33178 iwagner@hansegolfdesign.com construction and maintenance of erosion corirol and stormwatef management Trump Endeavor 12, LLC measures; bulk earthworks, lake fill and 725 Fifth Avenue, 26th Floor expansions, topsoil stripping and New York, NY 10022 !replacement, dismantle ofexisting features - 10 651-2977 Jim Wagner, Architect/Hanse Gold Design greens mix excavation, stockpile and installation, golf course feature construction, architectural t+ut and SII operations, storm water and golf feature drainage, finish grading, sod stripping, seedbed preparation, lake edging and grassing, construction of unlimited golf course features, subcontracting of designated shaping team and irrigation company, cart/service path installation and grassing golf course. 1,d—a. w -u -i Page 3 o1`6 Agenda Page 148 QE.\} 1�41FL 17502 County Road 672 • P.O. Drawer 108 . Lithia, Florida 33547 Phone (800)"(.3326.(813)634-3326.F.(813)634-1733 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years Project Name Project Location 1 I Owner's Representative Detaff Description. of Project Start Prulect Original Contract Fl nal Contract Amoaa/. Owner/ Developer Name and Work Performed Date Completion Amount Address Date Cedar Hammock Golf& Country Club Naples, Fl, Tom Read - General Mgr. Renovation of 18 hole Golf Course 3/09/2014 9/2512014 $ 1,533,000.00 $ 1,482,037.37 including the complete redesign of nine (9) Cedar Hammock Golf & Country Club greens complexes, renovating the other 8660 Cedar Hammock Blvd. nire(9) greens, leveling all the tees, Naples, FL 34112 reconstructing appr. Half of the btmkcrs 39 354-1175 - Tom Read GM while renovating the other half, appy. 350 irrigation heads added or moved and almost 5,000 ft of cart path will be adjusted. The entire course was re -grassed with Celebration Bermuda Grass. Fairwi.ds Golf Course Ft. Pierce, FL Matt Baum Project Mgr Renovation of 58 Bunkers & ReshapdRebeate 12 924/2013 11/14/2013 $ 93,787.00 S 93,781.00 0 Fairwinds Drive St. Lucie County Bunkera Including Renourish 58 bunkers Ft. Pierce, FL 39496 2300 Virginia Avenue maintaining existing shape and sins having a Ft. Pierce, FL 34982 combined area of approximarely 73,000 SF, Lode County 772462-2722 Reshapel Relocate 12 bunkers having a finished 23 2300 Virginia Avenue umbined area of approximately 15,000 SF, Cut Ft. Pierce, FL 34982 bunker edges to a depth of T/2-462-2722 4 inches and distribute the excess sand inside the bunions, Rake and smooth botmms of bunkers, Fill steep bunker faces with onsite material having a combined area of approwmalely, 3,000 SF, Sod existng and rcwly filled bunker faces having a combined area of approximately 6,000 SF, Cornpknety sod four existing bunkers having a combined arca of approximately 4,000 SF, Relocate and raise one bunker having an approximate area of 500 SF by approximately 18" !udliting onsite material and adding new drain pipe -connected to existing drain outfall, Famish, deliver, install and compact high quality, white. sub -angular golf course bunker sand to a uniform depth of four mchca daoughout each bunker, and Furnish and i tall Certified Tif vay 419 hermuda sod i City of Palm Beach Gardens Golf Coune Ressm ation Palm Beach Gardens, FL Tim Kasher Replacement and Rehabilitation of Playing 6112013 10,11/2013 $ 700,000 00 S 1,182,18216 11401 Northlake Blvd Golf Director Surfaces Palm Beach Gardens, FL 33412 City of Patin Beach Gardens 10500 N. Military Trail City of Paln Beach Gardens Palin Beach Gardens, FL 33410 10500 N. Military Trail 561626-0166 Palm Beach Gardens, FL 33410 61626-0166 Upamd: 1.11-19 Page 4 of6 Agenda Page 149 17502 County Road 672 a P.O. Drawer 108 a Lithia, Florida 33547 Phare. (S00) 446-3326 ■ (813) 634.3326 a Fax (813) 634-1733 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years Project Name Project Location Owner's Representative Detail Description of Project Stan Project Original Contract PGe21 C—rm Am i at Owner/ Developer Name and Work Performed Date Completion Amount Address E Date Idc Hickory Golf & Country Club Ft. Myers, FL Betsy Seligman Restoration/Remodel of Existing 18 -Holt 4/112013 9/30/2013 $2,211,185.34 $ 4246,493.64 14670 Old Hickory Rlvd. (Lee County) Olde Hickory Golf& County Club Golf Course, Practice Range, and Putting FL Myers, FL 33912 Master Association, Inc. Green Including rough shaping, fine 14670 Olde Hickory Blvd shaping, sand and tap soil screening, Olde Hickory Golf & C.ountm Club Ft Myers, FL 33912 loading and hauling of all on or offsite 14670 Old Hickory Blvd. 239-768-2400 materiel, swale and drainage work, greens rt. Myers. FL 33912 construction, irrigation, grassing and all 239-768-2400 other incidental work. Imperial Golf Club- East Golf Course Renovation Naples, FL Mike Hendricks Golf Course Renovation Including 4/182013 751=13 $ 676,320.00 $ 676,762.60 1908 Imperial Golf Course Blvd. (Collier County) Imperial Go1f Club reconstruction of the East golf course greens Naples, FL 34110 P.O. Box 111809 and greenside sand bunkers as well as 10 Naples, FL 34108 new tees built throughout due course. Imperial Golf Club 239-597-8165 P.O. Box 111809 Naples, FL 34108 39-597-8165 Th. Donee Golf & Tenais Club Sumbel Island, FL Mitch Miller Strip Turf, Stockpile in Maintenance Area, 6/112013 6/182013 S 29,065.00 $ 28,43950 949 Sand Castle Road (Lee County) The Dunes Golf & Tennis Club Rototill, Laser Grade, Sod and Fumigate Sanibel Island FL 33957 949 Sand Castle Road Sanibel Island, FL 33957 The Dunes Golf & Tennis Club 239-472-3355 949 Send Castle Road Sanibel Island, FL 33957 239-472-3355 Bear Lakes Country Club - Links - Greens Collars West Palm Beach, FL Dave Troiarm Improvements to Link and Greens Collard 4/16;2013 4/19/2013 $9,207.80 $ 9,207.80 190' 1V V illar Rivd. (Palm Beach County) Bear Lakes Country Club Including Stripping Crass & Burying on - West Palm Beach, FL 3340N 1901 W. Village Blvd. site, Sodding with 419 Bermuda. West Palm Beach, FL 334119 Bear Lakes Country Club 561-478-0001 19DIW Vilia;,ti Blvd davetroiarm@honnail.com West Prilm Beach, FL3 G9 561-478.0001 Urd—d: 10-u-19 Page 5 o1`6 Agenda Page 150 QP 17502 County Road 672 • P.O. Draww 108 a Lithia, Florida 33547 P4xma (800) 446-3326 • (813)634-3324S ■ Fax (813) 634-3?33 Completed Projects (Golf Course Construction and Renovation) Past Five (5) Years Project Name Project location Owner's Representative ( Detail Descriptioa of Project Start Project Original Contract 35nai Contract Amoam Owner/ Developer flame and Work Performed Date Completion Amount Address Date Pompano Beach Goff Coan se Renovation Pompano Beach, FL Tammy Good The Rehabilitation of the Pines golf course 1/31/2012 11/17/2012 S 3,264,126.43 S 3,598,553.39 1101 N. Federal Highway (Broward County) City of Pompano Beach to a Greg Norman Signature course and the Pompano Beach, FL 33062-4321 1201 NE 5th Avenue replacement of Pompano Beach, FL 33060 the existing irrigation and replacement of City of Pompano Beach PH: 954-786-5512 the irrigation on twelve holes of the Patens 1201 NE 5th Avenue course. Pompano Beech, FL 33060 PH: 954-786-5512 Pompano Reach Golf Course Renovation Pompano Beach, FL Tammy Good Maintenance Contract: 12/12012 4!3012013 S 246,000.(X) S 410,000 W 1101 N. Federal Highway (Broward County) City of Pompano Beach S82,000/Morrth Pompano Beach, FL 330624321 1201 NE 5th Avenue Pompano Beach, FL 33060 City of Pompano Beach PH: 954-786-5512 1201 NE 5th Avenue Pompano Beach, FL 33060 PH: 954-786-5512 MacDill Air Force Base Restoration Phase III Tampa, FL Nancy Norton The project involves land associated with Nl Sf2012 3.292013 S 1,442,702.00 S 1,302,656.76 68018 Dale Mabry Hwy (Hillsborough County) Southwest Florida Water Management the base golf course, a drainage can, a Tampa, FL 33616 District borrow pit/storm-mer pond, and preserve Tampa Service Office areas. Restoration will involve stornnvata Southwest Florida Water Management District 7601 US Hwy 301 N. . treatment/polishing coupled with creation of 79 Broad Street Tampa, FL 33637 a low salinity lagoon, tidal channels, Brooksville, FL 34604 PH: 813-985-7481 creation of tidal marshes, estuerme wetland.. PH: 352-796-7211 FX: 813-987-6747 enhancement, and upland enhancement. nancy.noA—@sw&'-d. state. B. us Total: S 45,071,840.31 upd.w: 10-11-I9 Pap 6 of6 Bridging Solutions, LLC 15863 Secoya Reserve Circle Naples, FL 34110 Tel. (239) 216-1370 rgllr� hri�lu.in _s ions ._onl iuns.rnin November 21, 2019 Cedar Hammock Community Development District (CDD) c/o Justin Faircloth, District Manager Inframark 5911 Country Lakes Drive Ft. Myers, FL 33905 RE: Golf Cart Bridge Repairs/Replacement Bid Review Cedar Hammock Golf Course Collier County, Florida Dear Mr. Faircloth: Agenda Page 152 -fill B�RLDGIo G Bridging Solutions, LLC has reviewed the bids submitted for the repair and/or replacement of the golf cart bridges on holes 9, 17 and 18. We consider the bid submitted by Marine Contracting Group, Inc. (MCG) to be non-responsive because they failed to submit bids for all of the alternatives requested. Therefore, we have not included any of the prices provided by MCG in our bid tabulations. Two contractors submitted responsive bids and the results are summarized on the attached sheet. Artistic Structures also provided bid costs for 2 additional alternatives based on a 5 -ton design - one for a repair option (using the existing piles) and a full replacement option. The lowest responsible bidder is Artistic Structures, Inc. Based on our positive experience working with this company in the past, we recommend that the CDD should hire Artistic Structures for the timber golf cart bridge work. We also recommend selecting one of the full replacement alternatives (5 -ton or 10 -ton) for the bridges at holes 9 and 18 instead of the repair alternatives for reasons that include: 1. The cost for full replacement is only 10% higher than the repair alternatives which maintains the existing piles. 2. The repair options involve more risk to the CDD if some of the piles were found to be damaged upon the removal of the superstructure which would increase the cost. 3. The expected service life of the bridges with new piles would be 10 to 15 years longer than the service life of the bridges that would maintain the existing piles. We have reviewed the specifications provided by Artistic Structures for the 5 -ton design and it appears to be acceptable. If the CDD Board and the golf course managers feel the 5 -ton load limit is acceptable for the intended use and want to accept the 5 -ton replacement alternative, we can provide a full review of the 5 -ton design as part of our construction phase services. The primary differences between the proposed 5 - ton design (H5) and the 10 -ton design (H10) are related to: We design bridges to fit your site and budget. Agenda Page 153 �i SOLUTIONS 1. The size and spacing of the stringers which are 3X12's at 20.5 inches for the H5 design and 4X12's at 17 inches for the H10 design. 2. The size of the cap beams which are 8" X 8" for the H5 design and 12" X 12" for the H10 design. The total cost bid by Artistic Structures for each of the two replacement alternatives (5 -ton and 10 -ton) combined with the installation of a wear deck on the bridge at hole 17 are summarized below: Replacement of bridges 9 and 18 (5 -ton design) and wear deck on bridge 17 = $313,700 Replacement of bridges 9 and 18 (10 -ton design) and wear deck on bridge 17 = $352,300 Please contact me at 239-216-1370 if you have any questions. Respectfully, BRIDGING SOLUTIONS, LLC F-a4s,cJ-sem Ralph Verrastro, PE Principal We design bridges to fit your site and budget. Agenda Page 154 Cedar Hammock CDD BID TAB Project: Golf Cart Bridges Repair/Replacement Artistic Structures, Inc. QGS Development, Inc. Bid Prices Bid Prices Description Bridge 9 Bridge 17 Bridge 18 TOTAL Bridge 9 Bridge 17 Bridge I8 TOTAL Demolition $20,500 $8,000 $22,755 $8,880 Base Bid Repair $125,300 $50,000 $139,083 $55,500 H10 Repair $163,30D $66,850 $181,263 $74,204 Full Replacement (H10) $187,300 $77,800 $207,903 $86,358 Maintain Utilities $4,200 $4,662 Composite Wear Deck $37,000 $3,000 $14,500 $41,070 $3,330 1$16,095 H5 Repair (Artistic alternate bid) $141,000 $59,000 H5 Replacement Artistic alternative bid $160,ODD $66,500 Total Base Bid Repair $187,000 $3,000 $72,500 $262,5001$207,570 $3,330 $80,475 $291,375 Total H10 Repair Alternative 1$225,000 $3,000 $89,350 $317,350 $249,750 $3,330 $99,179 $352,259 Total Full Replacement (1-110) Alternative $249,000 $3,000 $100,300 $352,300 $276,390 $3,330 5111,333 $391,053 Total H5 Repair (Artistic alternative bid) $202,700 1$3,000 1$81,50D $287,200 Total Full Replacement (H5) (Artistic alternative bid) 1$221,7DO 1$3,000 1$89,000 $313,700 Agenda Page 155 From: Ralph Verrastro <ralph@ bridging-solutions.com> Sent: Thursday, November 21, 2019 4:47 PM To: Natalie Figley <NFigley@bankseng.com>; Faircloth, Justin <just!n.faircloth@inframark.com>; Sam Marshall <SMarshall @bankseng.com> Cc: kschulties@gmail.com; dhcox@gtcom.net; Rolando Corsa <rolando@bridging-solutions.com>; Gina Verrastro <gina@bridging-solutions.com> Subject: Re: Cedar Hammock Bid Packets Cedar Hammock Team, Attached please find a copy of a letter summarizing our review of the bids for the repair/replacement of the bridges at holes 9, 17 and 18. We recommend selecting one of the full replacement alternatives for the bridges at holes 9 and 18. The Board has the option to select the 10 ton (H10) design provided by Bridging Solutions or the 5 ton (H5) alternative submitted by Artistic Structures. PS Justin: I will call you tomorrow to discuss our recommendations. Ralph Verrastro, PE Principal Bridging Solutions, LLC 15863 Secoya Reserve Circle Naples, FL 34110 Phone: 239-216-1370 ralph@bridging-solutions.com www.bridging-solutions.com Agenda Page 157 From: Kipp Schulties <kschulties@gmail.com> Sent: Monday, November 25, 2019 10:20 AM To: Ralph Verrastro <ralph@bridging-solutions.com> Cc: Natalie Figley <NFigley@bankseng.com>; Faircloth, Justin <justin.faircloth@inframark.com>; Sam Marshall <SMarshall@bankseng.com>; dhcox@gtcom.net; Rolando Corsa <rolando@bridging- solutions.com>; Gina Verrastro <gina@bridging-solutions.com> Subject: Re: Cedar Hammock Bid Packets All - I have reviewed both bids submitted by Glase Golf and QGS. There do not appear to be any errors in either bid. The main difference in cost between the two is in rock wall price, rip rap price and irrigation - all of which will be discussed with QGS during the interview. On that note, I think the schedule has interviews on December 9. While I make that happen, I just wanted to see if there was any chance that could be moved to Tuesday December 10 in the morning. Kipp Schulties Kipp Schulties President KS Kipp Schulties Golf Design, Inc 123 Andros Harbour Place Jupiter, FL 33458 561.626.7612 (office) 561.373.1975 (cell) View .ksgo1fi CS4',ii q— From: Dave Ragan <ragantechnical@gmail.com> On Behalf Of Dave Ragan Sent: Tuesday, November 26, 2019 8:48 AM To:'Kipp Schulties' <kschulties@gmail.com> Cc: Faircloth, Justin <justin.faircloth@inframark.com>;'Sam Marshall' <smarshall@bankseng.com>; 'Natalie Figley' <NFigley@bankseng.com> Subject: RE: Cedar Hammock Bid Packets 1. The Glase Golf document that I could access did not include the subcontractor information. Is Glase using a subcontractor? 2. The QGS subcontractor placed some conditions on his bid, which could complicate the financial compensation if there is additional work to be performed. Dave Ragan Ragan Technical Solutions, Inc. (561) 389-6560 mobile dave@ragantechnical.com www.ragartechnical.com "Build your house on the Rock" Agenda Page 158 From: Kipp Schulties [mailto:lcschulties@gmail.com] Sent: Monday, November 25, 2019 10:24 AM To: Dave Ragan <dave@ragantechnical.com> Cc: Justin Faircloth <Justin.Faircloth@inframark.com>; Sam Marshall <sma_rshall(bankseng.com>; Natalie Figley<NFigley@bankseng.com> Subject: Fwd: Cedar Hammock Bid Packets Dave - see the link below in the previous e-mail. Can you please take a look at the bids from Glase and QGS relative to any irrigation information they submitted and let us know if you see any issues before we interview both of them in early December? Thanks Kipp Schulties Kipp Schulties Presidcnt Kipp Schulties Golf Design, Inc 123 Andros Harbour Place Jupiter, FL 33458 561.62G 7812 (office) 561.3?3.1975 (ccl� Www.Icsg*o10esign.com Agenda Page 159 ---------- Forwarded message --------- From: Natalie Figley <NFigley@bankseng.com> Date: Wed, Nov 20, 2019 at 1:31 PM Subject: Cedar Hammock Bid Packets To: iustin.faircloth@inframark.corn <Justin.faircloth@inframark.com>, kschulties@gmail.com <kschulties@gmail.com>, ralph@bridging-solutions.com <ralph@bridging-solutions.com>, dhcox2gtcom.net <dhcox@gtcom.net>, Sam Marshall <SMarshall@bankseng.com> Good afternoon gentlemen, The bids have been uploaded to Bid Packets folder found in the Cedar Hammock OneDrive, which you can access here: https://beiengineeringgroupinc- mV.sharepoint.com/:f:/g/personal/nfigleV bankseng corn/FsFB6S4D GtGoggEhSWQNJI<B9em- 5 btW Ud97mUrc2JvQ?e=f64hAL Thank you, �' 'Vs Administrative Assistant 10511 Six Mile Cypress Parkway, Suite 101 Fort Myers, Florida 33966 Phone: 239-939-5490 Fax:239-939-2523 nfigleV@bankseng.com Agenda Page 161 From: Sam Marshall <SMarshall@Ban ksEng.com> Sent: Tuesday, November 26, 2019 8:59 AM To: Faircloth, Justin <justin.faircloth@inframark.com> Subject: Cedar Hammock Bids Justin: We did check the math on the bids and found no errors. Thanks, Sam Samuel W. Marshall, P.E., LEED AP *R' 10511 Six Mile Cypress Parkway Fort Myers, Florida 33966 (239)939-5490 office (239)939-2523 fax (239)898-0047 cell Agenda Page 163 From: Ralph Verrastro <ralph@bridging-solutions.com> Sent: Friday, November 22, 2019 12:46 PM To: Faircloth, Justin <justin.faircloth@inframark.com> Cc: Gina Verrastro <gina@bridging-solutions.com>; Rolando Corsa <rolando@bridging-solutions.com> Subject: Re: Cedar Hammock Rock Walls Justin, As we discussed, we would appreciate being able to invoice against the attached old contract that has $5000 remaining for construction phase services related to repairs to the golf cart bridges. If the attorney and the Board is OK with approving this request based on the following: 1. Our current contract scope of services only included design, bidding and construction phase services related to the rock walls on the golf course. It did not include any scope related to the timber bridges. 2. 1 understand that I told you we would be OK with adding services related to bridge repairs. 3. However, we included additional work beyond just the repairs detailed in the past to include an alternatives for 1) more in-depth repairs that included cutting off the tops of the piles and installing a solid cap and 2) full replacement of the bridges. 4. This work involved preparing 2 addendum to properly communicate these new alternatives and preparing a comprehensive bid tabulation and bid review. 5. We also received an unsolicited replacement proposal for a 5 -ton alternative which required additional review and coordination with Artistic Structures. 6. If the Board decides to accept the 5 -ton alternative for either holes 9 or 18 we will be required to perform a full review of the 5 -ton alternative design calculations and drawings that would be used for the building permit. 7. As we mentioned in a prior email, the 3 bridges accounted for 60% of the square footage of the 7 bridges that were originally included in this change order, 8. We are recommending that the Board accept the proposal to replace the bridges at 9 and 18 which will require more time to inspect than it would be for the deck replacement that was included in the original change order. Please talk to the Board and the attorney about allowing us provide a change order that revises the scope of this old contract so that we could invoice the $5000 for some work already performed and for the inspections during construction. Ralph Verrastro, PE Principal SOLUTIONS Bridging Solutions, LLC 15863 Secoya Reserve Circle Naples, FL 34110 Phone: 239-216-1370 Bridging Solutions, LLC 15863 Secoya Reserve Circle Naples, FL 34110 Tel. (239) 216-1370 rarideiIle -tioluiwns.Com t±a��.brichii�-s�l��i<tnsxmn Agenda Page 164 BRIDGING SOLUTIONS CHANGE ORDER FOR SUPPLEMENTAL SERVICES Date: February 19, 2018 Change Order#: l Consultant: Bridging Solutions, LLC Client: Cedar Hammock CDD 15 863 Secoya Reserve Circle c/o Naples, FL 34119 Inframark 5911 Country Lakes Drive Fort Myers, FL 33905 Project Name and Location: Repair of Golf Cart Bridges, Naples, Florida In accordance with our current agreement dated October 9, 2017 and previous Change Orders, the Agreement changes as detailed below are hereby authorized. Change Order Scope of Services: 1. Perform a load rating analysis of the existing bridges. 2. Prepare repair plans and specifications for repairs to the seven (7) golf cart bridges. The repairs will include full replacement of the deck boards and curbs and the partial replacement of some stringers and pile bent cap boards. The partial replacement boards will be paid for on a unit cost basis. 3. Prepare a Request for Proposal document. 4. Provide technical assistance to Inframark during the bidding process for the bridge repairs. 5. Conduct a preconstruction meeting. 6. Review submittals for materials from the contractor. 7. Perform at least 5 intermittent inspections during the bridge repair project. Document the inspections in inspection reports and using photographs. Change Order Fee: $18,000 (Tasks 1-2 = $10,000; Tasks 3-4=$3,000; Tasks 5-7= $5,000) Original Contract Amount: $5,900 Revised Contract Amount: $23,900 Payments made in accordance with the original agreement terms. All other items and conditions of the original Agreement shall remain in full force and effect. BRIDGING SOLUTIONS, LLC Per: F—�tJ' -� Name: Ralph Verrastro Title: Principal Date: 2/21/2018 CEDAR HAMMOCK CDD Per: .�l Narne'! I Justin Faircloth Title: District Manager Date: 2-12-18 We design bridges to fit your site and budget. Agenda Page 165 ADDENDUM TO AGREEMENT This ADDENDUM TO AGREEMENT ("Addendum") dated as of the 12th day of February, 2018, by and between the Cedar Hammock Community Development District ("DISTRICT") and Bridging Solutions, LLC, ("CONTRACTOR"). (DISTRICT and CONTRACTOR being collectively referred to herein as the "Parties"). WHEREAS, the Parties entered into agreement for bridge repair design/bid/inspection services ("Agreement") on February 12, 2018; and WHEREAS, the DISTRICT is a "public agency" pursuant to Section 119.0701(1)(b), Florida Statutes, and Chapter 119, Florida Statutes, provides for certain contract requirements related to public records in each public agency contract for services. NOW THEREFORE, the Parties hereby agree as follows: I. CONTRACTOR agrees to comply with Florida's public records law by keeping and maintaining public records that ordinarily and necessarily would be required by the DISTRICT in order to perform the services under the Agreement by doing the following: upon the request of the DISTRICT's Custodian of Public Records, providing the DISTRICT with copies of or access to public records on the same terms and conditions that the DISTRICT would provide the records and at a cost that does not exceed the cost provided by Florida law; by ensuring that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the term of this Agreement and following completion of the Agreement if the CONTRACTOR does not transfer the records to the DISTRICT; and upon completion of the Agreement by transferring, at no cost, to the DISTRICT all public records in possession of the CONTRACTOR or by keeping and maintaining all public records required by the DISTRICT to perform the services. If the CONTRACTOR transfers all public records to the DISTRICT upon completion of the Agreement, the CONTRACTOR shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the CONTRACTOR keeps and maintains public records upon completion of the Agreement, the CONTRACTOR shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the DISTRICT, upon request from the DISTRICT's Custodian of Public Records, in a format that is compatible with the information technology systems of the DISTRICT. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS WORK ASSIGNMENT, CONTACT THE DISTRICT'S CUSTODIAN OF PUBLIC RECORDS SANDRA DEMARCO, AT INFRAMARK INFRASTRUCTURE MANAGEMENT SERVICES 210 N. Agenda Page 166 UNIVERSITY DRIVE SUITE 702 CORAL SPRINGS, FL 33071,954-753-5841 EXT. 40532, OR SANDRA.DEMARCO@INFRAMARK.COM. 2. All other provisions to the Agreement shall remain in full force and effect. IN WITNESS WHEREOF, the Parties have caused this Addendum to be executed by their respective duly authorized officers as of the date first above written. District: CEDAR HAMMOCK CONI Contractor: BRIDGING SOLUTIONS, LLC By: T 1s" j 'T 2 -eaar ria oc NORTH Ba metric Anal Collier County, FL GPS and Sonar Survey November 9, 2019 - Lowrance Mercator - z 1J �17 Aj 19 07 ilk 117 19 �;� ]`J 19i 93. V7U 15 V 1� r £ di7 iQ J0 �'� Jri -til J1J aF a Depth (ft) �y SIJ Q �€n Sky C Q 5{SS 13 Y 74 is 93 i13J r., �axs 116, 1r3it9 11-_.. 12 13 � Skd 14 ' •,6 ,.. r 51x1 20 sF • AREA 8.3 es :. AVERAGE DE.- 12.8 et Y•H y.i,� � ESTIMATED E 1.8.00 Acre-feet MAXIMUM DEP, 19.56 Feet 0 50 100 200 Feet Cedar Hammock Lake Bathymetric Analysis Collier County, FL GPS and Sonar Survey: November 9, 2019 Lowience Mercator Depth (ft) 0 7 8 9 10 11 12 1; 14 NORTH AREA 0.82 Acres AVERAGE #EPTH 7.90 Feet ESTIMATPIS VOLUME 6.51 Acre-feet, MAXIMUNf DEPTH 13.53 Feet Of 50 100 200 ` Feet .�a k" # L.a s; r. r. W4�_ Agenda Page 180 CEDAR HAMMOCK Community Development District Financial Report October 31, 2019 Prepared by: OOINFRAMARK I WRAS I hUC[URL MANAGhMO f SLRVICO CEDAR HAMMOCK Community Development District Table of Contents FINANCIAL STATEMENTS Balance Sheet Agenda Page 181 Pages 1 GeneralFund.......................................................... 2 - 4 SUPPORTING SCHEDULES Non -Ad Valorem Special Assessments 5 Cash and Investment Report .......................................................... 6 Valley National Bank Reconciliation.......................................................... 7 CheckRegister.......................................................... 8 Agenda Page 182 CEDAR HAMMOCKS Community Development District Financial Statements (Unaudited) October 31, 2019 CEDAR HAMMOCK Community Development District Balance Sheet October 31, 2019 Agenda Page 183 Governmental Funds GF -BULKHEAD AND BRIDGE GENERAL RESTORATION ACCOUNT DESCRIPTION FUND FUND TOTAL ASSETS Cash - Checking Account $ 650,861 $ - $ 650,861 Due From Other Funds - 6,503 6,503 Investments: Money Market Account 213,378 - 213,378 Deposits 1,359 - 1,359 TOTAL ASSETS $ 865,598 $ 6,503 $ 872,101 LIABILITIES Accounts Payable $ 19,244 $ $ 19,244 Due To Other Funds 6,503 6,503 TOTAL LIABILITIES 25,747 25,747 FUND BALANCES Nonspendable: Deposits 1,359 1,359 Assigned to: Operating Reserves 43,617 43,617 Reserves - Bridges 119,036 119,036 Reserves - Bulkheads 125,885 125,885 Reserves - Lakes 47,153 47,153 Reserves - Roadways 229.725 229,725 Unassigned: 273,076 6,503 279,579 TOTAL FUND BALANCES $ 839,851 $ 6,503 $ 846,354 TOTAL LIABILITIES & FUND BALANCES $ 865,598 $ 6,503 $ 872,101 Page 1 CEDAR HAMMOCK Community Development District Agenda Page 184 Genera/ Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending October 31, 2019 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE ($) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) REVENUES Interest - Investments $ 10,570 $ 881 $ 1,310 $ 429 Special Assmnts- Tax Collector 157,458 - 973 973 Special Assmnts- Other 281,622 1,752 1,752 Special Assmnts- Discounts (17,564) (144) (144) TOTAL REVENUES 432,086 881 3,891 3,010 EXPENDITURES Administration ProfServ-Engineering ProfServ-Legal Services ProfServ-Mgmt Consulting Sery ProfServ-Property Appraiser ProfServ-Special Assessment ProfServ-Web Site Maintenance Auditing Services Postage and Freight Insurance - General Liability Printing and Binding Legal Advertising Misc-Bank Charges Misc-Assessmnt Collection Cost Misc-Web Hosting Office Supplies Annual District Filing Fee Total Administration 30,000 2,500 2,500 4,249 354 - 354 39,556 3,296 3,734 (438) 6,601 6,601 - 6,601 3,029 - 10,000 (10,000) 676 56 56 5,000 900 75 3 72 7,700 7,700 7,200 500 1,903 159 6 153 2,394 200 - 200 700 58 - 58 8,802 - 52 (52) 246 123 56 67 400 33 - 33 175 175 - 175 112,331 21,330 21,051 279 Page 2 CEDAR HAMMOCK Community Development District Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending October 31, 2019 ACCOUNT DESCRIPTION Field ProfServ-Field Management Contracts -Water Mgmt Services Utility - Cameras Electricity - Wells Electricity - Aerator R&M -Lake R&M -Plant Replacement R&M Bulkheads R&M - Bridges & Cart Paths Misc-Contingency Capital Outlay Reserve - Bridges Reserve - Bulkheads Reserve - Lakes Reserve - Roadways Total Field Agenda Page 185 Genera! Fund ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE ($) BUDGET BUDGET ACTUAL FAV(UNFAV) 1,585 132 1,226 (1,094) 7,200 600 - 600 1,268 106 108 (2) 3,000 250 168 82 2,000 167 95 72 3,000 250 - 250 3,015 251 251 8,000 667 667 8,000 667 667 12,243 1,020 1,020 9,944 829 829 35,000 35,000 - 35,000 95,500 95,500 13,010 82,490 25,000 25,000 - 25,000 105,000 105,000 - 105,000 319,755 265,439 14,607 250,832 TOTAL EXPENDITURES 432,086 286,769 35,658 251,111 Excess (deficiency) of revenues Over (under) expenditures Net change in fund balance FUND BALANCE, BEGINNING (OCT 1, 2019) FUND BALANCE, ENDING (285,888) (31,767) 254,121 $ - $ (285,888) $ (31,767) $ 254,121 871,618 871,618 871,618 $ 871,618 $ 585,730 $ 839,851 Page 3 CEDAR HAMMOCK Community Development District Agenda Page 186 Gf- Bulkhead And Bridge Restoration Fund Statement of Revenues, Expenditures and Changes in Fund Balances For the Period Ending October 31, 2019 ANNUAL ADOPTED YEAR TO DATE YEAR TO DATE VARIANCE (S) ACCOUNT DESCRIPTION BUDGET BUDGET ACTUAL FAV(UNFAV) REVENUES Interest -Investments $ - $ $ - $ - Special Assmnts- Tax Collector 1,166,613 7,007 7,007 Special Assmnts- Discounts (46,665) (371) (371) TOTAL REVENUES 1,119,948 6,636 6,636 EXPENDITURES Administration ProfServ-Property Appraiser 17,499 17,499 - 17,499 Misc-Assessmnt Collection Cost 23,332 - 133 (133) Total Administration 40,831 17,499 133 17,366 Field Capital Outlay - Bulkheads 1,079,117 89,926 89,926 Total Field 1,079,117 89,926 89,926 TOTAL EXPENDITURES 1,119,948 107,425 133 107,292 Excess (deficiency) of revenues Over (under) expenditures - (107,425) 6,503 113,928 Net change in fund balance $ - $ (107,425) $ 6,503 $ 113,928 FUND BALANCE, BEGINNING (OCT 1, 2019) FUND BALANCE, ENDING $ _L__(107,425) $ 6,503 Page 4 Agenda Page 187 CEDAR HAMMOCKS Community Development District Supporting Schedules October 31, 2019 CEDAR HAMMOCK Agenda Page 188 Community Development District Non -Ad Valorem Special Assessments (Collier County Tax Collector - Monthly Collection Distributions) For the Fiscal Year Ending September 30, 2020 % COLLECTED 1% 1% 1% 1% TOTAL OUTSTANDING $ 1,595,962 1 $ 156,486 1 $ 279,870 1 $ 1,159,605 Report Date: 11/7/2019 Page 5 ALLOCATION ALLOCATION' General Fund General Fund Date Net Amount (Penalties) Expense Amount 001 Reserve Study 002 Received Received Amount Amount Received Assessments Assessments Assessments Assessments Levied For FY 2020 $1,605,694 $ 157,459 $ 281,622 $ 1,166,613 Allocation % 100% 10% 18% 72% 10/31/19 $ 9,032 $ 516 $ 184 $ 9,732 $ 973 $ 1,752 $ 7,007 TOTAL $ 9,032 $ 516 $ 184 $ 9,732 $ 973 1 $ 1,752 $ 7,007 % COLLECTED 1% 1% 1% 1% TOTAL OUTSTANDING $ 1,595,962 1 $ 156,486 1 $ 279,870 1 $ 1,159,605 Report Date: 11/7/2019 Page 5 CEDAR HAMMOCK Community Development District Cash and Investment Report October 31, 2019 General Fund Agenda Page 189 AM Funds Account Name Bank Name Investment Type Maturity Yield Balance Checking Account - Operating Valley National Bank Gov't Interest Checking n/a 1.92% 650,861 Money Market Account BankUnited Public Funds MMA n/a 1.35% 213,378 Total $ 864,238 Report Date 11/7/2019 Page 6 Cedar Hammock CDD Bank Reconciliation Bank Account No. 2555 Valley National Bank - GF Statement No. 10/19 Statement Date 10/31/2019 G/L Balance (LCY) 650,861.13 Statement Balance 654,421.13 G/L Balance 650,851.13 Outstanding Deposits 0.00 Positive Adjustments 0.00 Subtotal 654,421.13 Subtotal 650,861.13 Outstanding Checks 3,580.00 Negative Adjustments 0.00 Differences 0.00 Ending G/L Balance 850,881.13 Ending Balance 650,861.13 Difference 0.00 Posting Document Document Date Type No. Description Amount Outstanding Checks 10/9/2019 Payment 2360 BANKS ENGINEERING INC 2,960.00 10/9/2019 Payment 2361 CARONO ENTRIX 600.00 Total Outstanding Checks...................................................................................................................... 3,560.00 Agenda Page 190 Cleared Amount Difference 0.00 2,960.00 0.00 600.00 3,560.00 Page 7 Total Checks Paid 1 $23,776.28 Page 8 Agenda Page 191 CEDAR HAMMOCK Community Development District Payment Register by Fund For the Period from 1 0/112 01 9 to 10131/2019 (Sorted by Check / ACH No.) Fund Check /Amount I Date Payee Invoice No. Payment Description Invoice ! GL Description G/L Account # No. ACH No. Paid GENERAL FUND - 001 001 2360 10/09/19 BANKS ENGINEERING INC 1263COD-85 9119 ADDITIONAL ENGINEERING SERVICE ProfServ-Engineering 531013-51501 $2,960.00 001 2363 10/16/19 COMCAST BUSINESS 84299-100619 8535 10 023108429910119.11/18/19 Utility - Cameras 543029.53901 $108.04 001 2364 10/16/19 DESK SPINCO, INC 0002856581 FY20 NOTICE OF MEETINGS Legal Advertising 548002-51301 $234.50 001 2365 10/16/19 PUBLIC RISK INSURANCE 63248 1011/19-101112021 INSURANCE RENEWAL General Liability Ins. 155000 $4,628.57 001 2365 10/16/19 PUBLIC RISK INSURANCE 63248 1011/19-101112021 INSURANCE RENEWAL Business Auto Ins. 155000 $514.29 001 2355 10/16119 PUBLIC RISK INSURANCE 63248 10/1/19-101112021 INSURANCE RENEWAL Public Officials & Emp Liab 155000 $2,057.14 001 2366 10/22/19 KIPP SCHULTIES GOLF DESIGN, INC. 2 CDD RENOVATION PLANNING INV#2 Reserve - Bulkheads 568038-53901 $13,010.02 001 DD0063 10/14119 FPL - ACH 10.14.19 ACH SERVICE FOR 9/4-1013119 Electricity - Aerator 543051.53901 $95.37 001 DD0063 10/14119 FPL - ACH 10.14.19 ACH SERVICE FOR 914-10/3119 Electricity - Wells 543050.53901 $168.35 Fund Total $23,776.28 Total Checks Paid 1 $23,776.28 Page 8 Agenda Page 192 8C. Agenda Page 193 I N FRAMARK INFRASTRUCTURE MANAGEMENT SERVICES Cedar Hammock CDD October 25, 2019 — Field Management Report www.inflamarkirns.com Inspected by Tina Williams Agenda Page 194 1. Lake Management The water levels in the lakes remain elevated currently due to the summer rains received. Overall, the lakes looked good with minimal algae and weed issues. Additional lake maintenance information is found below; all lake issues are low density unless otherwise noted. a. Aeration: No issues observed. b. Fountains: No issues observed. see picture of the fountain on lake 2 below. ten, d. Littorals: No issues observed. e. Weeds: i. Alligator weed in Lakes: No issues observed. ii. Cattails in Lakes: No issues observed. 1 iii. Climbing Hemp Vine in Lakes: Noted in lakes 10 and 16. iv. Dollar Weed in Lakes: No issues observed. v. Hydrilla in Lakes: No issues observed. vi. Muskgrass (Chars) in Lakes: No issues observed. vii. Palms on Lake Banks: No issues observed. viii. Sedges in Lakes: No issues observed. ix. Spatterdock/Lily Pads in Lakes: No issues observed. x. Torpedo Grass in Lakes: 10. Recommend spraying out torpedo grass. Agenda Page 195 2 Agenda Page 196 f. Erosion On Lakes: Minor erosion on Lake 11 was observed. g. Bulkheads/Bridges: All vegetation on the outside of the bulkheads should be sprayed to prevent possible damage, ensuring longevity of the bulkheads. New sealant should likely be sprayed on any bulkheads that are not being replaced. Bridges have damage that would be concerning if not for the plan to replace the bulkheads and bridges. Agenda Page 197 i. Grass Clippings in Lakes: No issues observed. i. Trash in Lakes: No issues observed. j. Illicit Discharge: No discharges were observed. 2. Gates The pedestrian exit gate leading to 951 near Lake 16 was found to be propped open at time of inspection with a plastic bag. The roadway exit gate, itself, was found to be slightly out of alignment. 3. Lighting/Electrical Electrical outlets observed near the rear gate leading to 951 and behind the guard house were found J 4. Pier: No issues observed. Agenda Page 198 5. Preserve: Invasives such as Brazilian pepper (few observed) and Earleaf Acacia ( many observed) were observed in C-2 along Davis Boulevard during inspection and should be addressed during the next preserve treatment to prevent the invasives from becoming established. 6. Roadways A blue fire hydrant marker was found missing near 3801 Buttonwood Way. Vegetation should be trimmed away from all fire hydrants so visibility and use is not impeded. Heavy gutter cracking has been observed near the maintenance building along Sawgrass Way and should likely be addressed Agenda Page 199 7. Security Cameras No issues observed. 8. Sidewalks/Walking Path A few sections of sidewalk were observed cracked, however, they had apparently been marked for repair by the Master Association. 9. Stormwater System a. Canals: No issues observed. b. Drains: No issues observed. c. Interconnect Pipes: No issues observed. d. Lake Drainage Pipes: Pipe found to be sticking up out of the water on Lake 6. A pool Drain previously reported on the west bank of lake 3 will continue to cause erosion on the lake bank if line is not addressed. Agenda Page 200 e. Overflow Weirs/Control Structures: No issues observed. f. Catch Basins: No issues observed. 10. Wells: Found well pump to be leaking on the east bank of lake 1. 11. Residential Complaints/Concerns: No issues observed. 12. Fish/Wildlife Observations: ❑ Bass ❑ Bream ® Egrets ❑ Herons ®Anhinga ❑ Cormorant ❑ Woodstork ❑ Otter ❑ Turtles ❑ Other Species: 13. Non CDD Items No issues observed. ❑ Catfish ❑ Coots ❑ Osprey ® Alligator ❑ Gambusia ❑ Gallinules ® Ibis [—]snakes Agenda Page 202 From: Pam Hancock <phancock@publicrisk.com> Sent: Monday, November 25, 2019 7:38 AM To: Faircloth, Justin<justin.faircloth@inframark.com>; 'kbryan@bbria.com'<kbryan@bbria.com> Cc: Mike Stephens <mstephens@publicrisk.com>; Kevin Meehan <kmeehan@publicrisk.com> Subject: RE: Cedar Hammock CDD From Jennifer Martin our Operations Director. I hope this helps. Hi Pam, We certainly recommend that they fix their website and improve to the highest WCAG standard. There is not an exclusion in the form for ADA non-compliance issues for either websites or physical barriers. We have handled many claims related to website non-compliance. Coverage extends to defense and any award (subject to the four corners of the complaint), the cost to actually redo the website would be the CDDs responsibility. I do not have their coverage form in front of me and the comments above assume we write their professional liability. These comments have been offered, but no action should be taken without review by the district's own legal counsel. Sent frorn my Verizon Molorola Droid Jennifer Marlin, AAI Director of 01mralions Public Risk Underrvrilers of Florida 117C. Achninislrcrtor for Prefei-i-ed Governmental Insurance Trust P O Box 958455 Lake Mary, FL 32793-8455 Phone 321-832-1691 Cell =107-320-7196 Fax 321-363-5311 Thank you, Pant Agenda Page 203 Pamela Hancock Public Risk Underwriters of Florida, Inc. Sr. Risk Control Consultant 321-960-3432 phancock@publicrisk.com For more inforwiation oil our services, Tease click here. Preferred Member Education Day is March 19, 2020 at the Marriott Orlando world Center. Frorred' All Preferred members and agents are encouraged to attend. (d �V4flN(v1ENiM UM ar !raWiANCE RJU ' We look forward to seeing you there! PLEASE NOTE: You cannot bind, alter or cancel coverage without speaking to an authorized representative of Public Risk Underwriters of Florida. Coverage cannot assume to be bound without confirmation from an authorized representative of Public Risk Underwriters of Florida. CONFIDENTIALITY NOTICE The information contained in this communication, including attachments is privileged and confidential. It is intended only for the exclusive use of the addressee. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us by telephone immediately. Thank you From: Faircloth, Justin[mailto:justin.faircloth@inframark.coml Sent: Friday, November 22, 2019 3:54 PM To: Pam Hancock; 'kbryan@bbria.com' Cc: Mike Stephens; Kevin Meehan Subject: RE: Cedar Hammock CDD Good afternoon, Would you please let me know what the insurance coverage would be for any ADA issues that may come up? And any other information that we should consider? The Board is pursuing an agreement with a company to make sure their website is compliant based on recommendations from us and their Counsel. Sincerely, Justin