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25th Change Order 05/22/2024 DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 M.C.A.INSTR.8800.2 Enclosure(1) 3/28/2017 Page 3 MONROE COUNTY/DEPARTMENT OF AIRPORTS CONTRACT CHANGE ORDER PROJECTTITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 025 INITIATION DATE: 11/17/2023 TO CONTRACTOR: NV2A/Gulf Keystar JV CONTRACT DATE: 8/17/2022 The Contract is changed as follows: The Original(Contract Sum)(Guaranteed Maxium Price) $ 101,461,771.00 Net change by previously authozied Change Order $ 14,334,401.24 The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was $ 115,796,172.24 The(Contract Sum)(Guaranteed Mxium Price)will be by this Change Order $ 100,155.00 The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order is $ 115,896,327.24 The Contract Time will be(i:haagad by TBD days The date of Substantial Completion as of the date of this Change Order is 3/9/2026 Detailed Description of change order and justification: This Change Order includes the costs associated with the changes in the Concrete Scope of Work depicted in the Conformed Set of Design Drawings compared to the 90%Contract Documents for the KWIA project.(20-2039-01) POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO p I Title Schedule Impact Amount 037 lBella-90%to Conformed Set Changes TBD $ 100,155.00 Total: $ 100,155.00 This change order is 0.10%of the original contract price. Not valid until signed by Owner,Architect(if applicable),and Contractor[(&VjSfbr�kr DocuSigned by: " 1;�. r(t 5/6/2024 1 07:52:24 PDT ARCHITECT: nF�F Faa233134a7 DocuSigned by: DocuSigned by: DATE: CONTRACTORS: L 14-- Fb 5/1/2024 1 13:32:50 PDT DocuSigned by: SF59717D29E34A5... DATE: 5/15/2024 1 05:26:16 PDT EXECUTIVE DIRECTOR OF AIRPORTS 8E65F52F4C2F4D3... DATE: COUNTY/DEPUTY ADMINISTRATOR f �q ' 05.22.2024 DATE: N OE COUNTY ATMnN Y A HO�''E , EO DS DS `gyp � J4S (6T UiNTY AT'f�3HNEY Y Date-----!-16-24 DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 NV K � GULF ST PCCO #025 NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami, Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West, Florida 33040 Prime Contract Change Order #025: Bella - Conformed Set Changes TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West, Florida 33040 Miami, Florida 33156 DATE CREATED: 4/25/2024 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV) CONTRACT STATUS: Approved REVISION: 0 DESIGNATED REVIEWER: REVIEWED BY: DUE DATE: REVIEW DATE: 04/25/2024 INVOICED DATE: PAID DATE: SCHEDULE IMPACT: EXECUTED: No REVISED SUBSTANTIAL SIGNED CHANGE ORDER 04/24/2024 COMPLETION DATE: RECEIVED DATE: CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $100,155.00 Concourse A DESCRIPTION: Bella-90%to Conformed Set Changes This Change Order includes the costs associated with the changes in the Concrete Scope of Work depicted in the Conformed Set of Design Drawings compared to the 90%Contract Documents for the KWIA project. (20-2039-01) The Change Order description and cost breakdown are provided in the attachment.This Change Order does not address any other costs affected by this scope of work. ATTACHMENTS: NV2A PCC#037($100 155 Bella 90 to 100%contract docs).pdf POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER: PCO# I Title Schedule Impact Amount 037 1 Bella-90%to Conformed Set Changes $100,155.00 Total: $100,155.00 The original(Contract Sum) $101,461,771.00 Net change by previously authorized Change Orders $14,334,401.24 The contract sum prior to this Change Order was $115,796,172.24 The contract sum will be increased by this Change Order in the amount of $100,155.00 The new contract sum including this Change Order will be $115,896,327.24 The contract time will not be changed by this Change Order. DS DS Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV Inc.) 49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156 DS DocuSigned by: DocuSigned by DocuSigned by: (,I�,visfbr c r S. 6rtt _._ a__ >._. _P nR'7F�Fad?23PIdR7 019093827A75487... SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE 5/6/2024 1 07:52:24 PDT 5/15/2024 1 05:26:16 PDT 5/1/2024 1 13:32:50 PDT NV2A/Gulf Keystar JV Page 1 of 1 Printed On:4/25/2024 04:34 PM DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 TM GULF BUILDING PCO #037 KEYST R NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements 9100 South Dadeland Blvd,Suite 600 Program Miami,Florida 33156 3941 South Roosevelt Blvd. Phone:(786)233-5060 Key West,Florida 33040 Prime Contract Potential Change Order #037: Bella- 90% to Conformed Set Changes TO: Key West International Airport FROM: NV2A/Gulf Keystar JV 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Key West,Florida 33040 Miami,Florida 33156 PCO NUMBER/REVISION: 03711 CONTRACT: 20-2039-01 -Key West International Airport Concourse A REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagad(NV2A/Gulf Keystar JV) STATUS: Pending-In Review CREATED DATE: 11/10/2023 REFERENCE: PRIME CONTRACT None CHANGE ORDER: FIELD CHANGE: No LOCATION: ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT» PAID IN FULL: No EXECUTED. No SIGNED CHANGE ORDER RECEIVED DATE: TOTAL AMOUNT: $100,155.00 POTENTIAL CHANGE ORDER TITLE:Bella-90%to Conformed Set Changes CHANGE REASON:A/E Design Changes POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows) This Change Order includes the costs associated with the changes in the Concrete Scope of Work depicted in the 100%Conformed Set of Design Drawings compared to the 90%Contract Documents for the KWIA project.(20-2039-01) The Change Order description and cost breakdown are provided in the attachment.This Change Order does not address any other costs affected by this scope of work. ATTACHMENTS: 3�RevNt_4-Drawing Rev i Iaan e & f # Budget Cade Description Amount 1 03-.31.10.00.S Structural CIP Concrete Conformed Set Changes for Concrete Scope of Work $91,050.00 (Complete).Subcontractor 2 99-.99.99.66.O Procore OH&P.Other 10%Markup $9,105.00 Grand Total: $100,155.00 Christopher Kopec(McFarland Johnson, Key West International Airport NV2AIGulf Keystar JV Inc.) 49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600 Binghamton,New York 13901 Key West,Florida 33040 r lami„Florida 33156 Digitally signed by Christopher p Christopher Kopec r Date 2024.04.2411:3027 ^ 49 R DATE T_/� SIGNATURE cs4^ryc, DATE SI NATU � 04.24.2024 RE DATE NV2A/Gulf Keystar JV Page 1 of 1 Printed On:411/2024 06:46 PM DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 Bella Construction of Key West, Inc. CGC 1518284 35 Diamond dr., Key West,FL 33040 Office(305)292.9888 ,Mwqhaegconqretobella-qqLw� Change Order Proposal Date: February 13,2024 Reference: COP 3R4 To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: Antonio Pinto Project Title: 1065-KWIA Terminal mail: AphLtq&N AGrotIp nm Antonio, See below for our costs associated with the changes included in the 100%design drawings and attached for a breakdown of prices. Total COP: Ninety-one thousand fifty dollars--------------—---—--—------------—-----——------------------------------------- $91,050 CQE Scopg pggcripjlq�n, 1 C8 Columns have been added at the stairwells. 2 The interior ground floor slabs at the stairwells have been replaced with frangible slabs which are T'thinner, 3 The crushed stone underneath the frangible slabs at the stairwells has been replaced with local sand. 4 The height of the C6 columns located along gridlines A&B has been increased. 5 Frangible masonry walls at the stairwells have reinforcement changes,see drawing S-404. 6 Increasing the perimeter wall thickness to 12"at Gridline A between Column lines 3&4. 7 Electrical Risers shown in the response to RFI-244. 8 Electrical Chases Shown in the response to RFI-244. 9 Grade Beam&Electrical Riser at the Transformer Platform shown in the response to RFI-244. 10 2nd Level Deck shoring returns and deliveries. Quglifloatigna 1 Drawing S-400 now shows development steel extending from the ends of the precast joists.These joists were fabricated prior to the 100%drawings being issued,therefore this additional reinforcement was not cast into the precast joists. 2 Shoring return invoices have been attached.Delivery invoices have not been included as the material has not been delivered at this time. Approved: Contractor: Owner/Contractor: DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 Bella Construction of Key West, Inc. CGC 1518284 35 Diamond Dr., Key West,FL 33040 Office(305)292.9888 Mlq�aqt( racg�etqb ila.com Change Order Proposal Date: February 13,2024 Reference: COP 3114-Drawing Revisions To: NV2A Gulf Keystar JV From: Mike LaBounty Attn: 6gLnto@NV2AGr0AS,2m_ Project: 1065-KWIA Terminal Antonio, See below for the breakdown of pricing for the changes associated with the 100%Design. Un. Cone, material Rabar cmu Labor EsH!P. Subs sub total Add(20)CO Columns at Stair Towers Masorny Credft -632 ea -11561 A."32 -1,89'7 Concrete 16 cy 5,739 871 Form&Strip 710 sf 2,4115 6,359 Reber 1674 lbs 1,255 1,088 Pump 15 2Y Ill 119 5,739 2,485 1,255 -1,581 7,826 119 -1,897 13,946 Frangible Slabs at Stairwells coniciMe ci�:!6 011,ffilnne�) -6 CY M'595 333 l:Zebar Uedh -2254 4bs 1,676 1,452 Saw Cuffing Slabs 497 If 373 755 248 N'595 373 4,676 4,030 248 3,680 Sand In Lieu of Crushed Stone @ Stairwells Crushed Stone Credit -165 Gy 15A36 3,302 2,1:172 Natural Local Sand Debit(V thicker 172 cy 16,861 3.447 3,102 1,225 145 131 1,501 C6 Column Heights Concrete 2 cy 569 113 Form&Strip 100 sf 350 900 Reber 960 lbs 720 624 Pumg 2 cy 106 115 569 350 720 1,743 115 3,497 Frangible CMU Walls at Stairwells(Not Quantities) I:Hcc9 fifi(3wtd -8 liq 21300 359 Retq,ir Wo Ilhs 120 HIM Pump 81 cy 404 2,30 120 77 104 3,087 12"wall at Gridline A between Column lines 3&4 Concrete (Net Increase from 8"wall) 7 cy 1,824 363 Form&Strip 15 sf 51 293 Reber 862 lbs 647 604 Pump 7 a 119 122 1,824 51 647 1,378 122 4,022 DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 Electrical Risers Adjacent to Column CI Concrete 7 cy 2,626 431 Form&Strip 375 sf 1,311 8,360 1,798 Rebar&Stirrups 1,110 Ibs 833 1,386 Drill&Epoxy Stirrups 74 ea 552 1,270 239 Drill&Epoxy Vertical Bars 20 as 150 345 65 Pump 7 cy 151 176 2,626 2,013 833 11,945 2,278 19,694 Electrical chases adjacent to B23 along GL 11 Concrete 7 cy 1,920 425 Form&Strip 423 sf 1,482 9,449 2,496 Rebar&Stirrups 685 Ibs 514 856 Pump 7 cy 106 120 1,920 1,482 514 10,836 2,617 17,369 Grade Beam Between A14&B14 Concrete 1 cy 432 238 Excavation 2 cy 428 428 Dewatering 2 cy 243 243 Form&Strip 22 sf 77 491 Rebar&Stirrups 224 Ibs 168 280 Drill&Epoxy 16 ea 120 276 52 Pump 1 2M 137 139 432 197 168 2,092 862 3,752 Electrical Risers at XFMR Platform Concrete 5 cy 1,922 315 Form&Strip 179 sf 628 4,006 861 Rebar&Stirrups 515 Ibs 386 6" PumR 5 cy 110 117 1,922 628 386 5,074 978 8,989 Shoring Returns&Deliveries Trucks Required for Retums 7 ea 8,382 Trucks Required for Deliveries 7 as 8,382 16,764 16,764 82,773 OH/P/Bond 10% 8,277 Total COP $91,050 Approved: Contractor: Owner/Contractor: DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 x z z z 0 W 00 ENS' t in 0 0 0 a C, _st: C> 0 t,w u q co co a-a .. �O't X q3 �O (n 0 mc @ t-:��-0 = - I E E CU E a z oP Z 0 z E m z A-- C/) CL 0 0 CD CJ a)0 CL Z m V cn L<LI z CL q q 0 q 0 C, 00 co 2 1r E qt GO r ..— 0 U-) E 0 (6 0 T 00 t5 0-C (D 4) CL 0 z z LU LLI< < CO) LU a CD 0 C)LL C! m >77D 0 C) Cf) m CL co CV) c z .�= 0 -1 cc ro -d 0 AC < 0 U- fn LU cc I a , In V M 0 LL z N0 0 LLI T 0 R: m z 0) CI)> S >1 co 00 80 a) LU a 0. to U- �11 'Coo Y Id, co 0 (0 8 cli 00 N CM cli cm to C\I C') cli cq a CC Cj x cc -�) lizlj: py 0 C g —0 C6,4 g 0) (D C> CY) a r :3 e =) M— :3 C,— .0 0 a 0 - 0 = etB c ttf 0 LL l..: - =-.T- C .A 0 cA 0) T 0 ("—D E LLJ L-41 C) 0 U- U-cc U- CC L u CC co cz x ca 6 N cli N ui c; NN GO co co �4 E LO 0 0 0 P h. 0 0 0 C60 m m m " g� I m m m 0) 0) 0) N CI) 0 > CI z (Siva o cSmnEeelo M ID: m1eee ecs4cFa &o-RE6AF aR k � 2 ƒ � \ 0 _ £ 3 5 _ \ CL - / - 2 A? § G Eq ° » 88 = � E \ \� j� k _ ° _ © @ / }} (Di \ e 5± 2 R �k § @ Z , 6 � / : JC 2 ny a s� / / 7 _ § U. cc X � Mk k .; �\ /w R (\ ƒ ! e §\ 2 �� \ \ U. g Q\ ƒ � . 2 \ ( in a) k0 � / ) ( u2 2 ■ _ 0 §� o 2§ ca m $ � = j § � k/ : \ 2f Q k co 0 } _ \ } CO C.) e f 2 k c c $ 9 a. R /§ » E 0 G om 4 ± / ° o = \ \\ CV) R A \ § 2£ # § W w A t m od 4 2co ) °.2 o \ 2 f2\ 00 » o , _ * � o¥ j . dk/ $ \� / CO %k §G � » z 2 [/ co \� )/5S � Q E 0 $ :k > /2 - k 2 a ( %? 7 aD00 C\/) & cop / t jk /F \ \ 22 (1kS we :3 R f ƒ0 7§ DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 x z z C\j LO 2 w co E co t r�to C> a 0 co r- 2 ;z w "t::; c a) -0 0 0 wo E E r E z n E 6 Z=$ D z w. z do CL 0 0 �2 < < ui ui �2 L. E E 0 Ln E 0 w -2 0 0 0 6 r- w r W 0 0 0 rh Oug d OG z m LU .2 4) VLL > jr CO DL 1. co LL 0 m _j 2 0 C; 0 (n N V (D U) 0 0 LU ate} 00 M U. M U) LL Y'D cuR) a) Lf) 0) m I C\j CM C\j o C11 C) CIA Vj E co N :3 C\j 0 z CD �! 0 co tm 0 C) 0 in a W Cr) - 0 > Cf) P- T: 0 0 c 0 c: co 0 0 _j LL :3 > c 0 Z U < 0 LLJ w Q E 0 U- LL cr. it Ct Ln to cu 0 Cf) 0) x 64 C\J 5 LU 0 LO LU C; I C\j 0 1 E U-) N CO 00 cr) Y z E 0 cy) E Cot) I Cf) 0 C-i ct) Z 0 9L cl DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 x h ❑ p 4 Q7 CC)7 a+ N N C CV N O Q c� ca cr � o U O 8a a 0 41 Om Q u U a 'i ® G � O. N Y � c C O N ram- U ®4tl a O 6L O a) o o a a a) h p ❑ CD U LL m c ..�... L i= C ® •C Gi co a) a) b ® ® O °a- ru J N m U) U F� CV a ca w. N•LL-• r Z U � ca to ❑ to Za 7 cN 5 x ❑ IL r d c a) e cu m v o o ca Em c x cn Z) o CL V al m Uj J N ca C co o a) a) Q7 ar ® J L r O d. 0 > a) a) O 'i =) cc 'a �c U Ve r) ao Id e a) d o o � (A ❑ p 4 _ E a . `w cn � ° aa)a i w o O r- G7 t7 c d a ° co ..I co a coo m a ° o a r0 co of , to csr N N Z E ca a—' a'a ��roca'n. It J " � Ci c aca 0 >.O qa) ca 0 or °7 a� °Q' 00) ro =� a 4 DocuSign Envelope ID: 161 B76BD-7C66-4CF9-B40C-36F6E6AF75F0 z 0 ca00 U*) 0 E m 0 00 M 00 2 a) -j '0 0 4 r- 0 L: za E z E 0 z z m 2ro �2 z a a A05 ELL m a ca 1 0 = :3 0)0 CL (j) ym =(0 8 LU 0 It: 0 CL C%j L: 00 2 tr E E 0 E 00 En o-�c cri -D CD 0 -a '0 = a) a) E 0 67 w 72 2 0. 147) 4? m w (D W- e)- (31 m 0012 8 z 9 z S > < E LU LL a CD CC tf > CD CL 0 0 0) ceCf)) P (n L- 0 < 0 U- JN 04 V m CD cL� U. 0 U) Q. a) 0 ui 0 CD CO >, 0.2 00 7,- 00 LO LU a LL — (L Cl) L.L YMY CD (3 CO C\j C> Z CE cli 07 0 C) 0 m a ce) IN 0 CII) "1 0 C) LL C t -a Ch a c 0 'D 'E '@ *2 8 V < 0 E Uj O. 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