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HomeMy WebLinkAbout2nd Change Order 09/16/2025 BOARD OF COUNTY COMMISSIONERS County of Monroe ", Mayor James K.Scholl,District 3 The Florida Keys Mayor Pro Tem Michelle Lincoln,District 2 Craig Cates,District 1 �. David Rice,District 4 Holly Merrill Raschein,District 5 Memorandum DATE: 8/22/2025 TO: BOCC Digitally signed by Kevin G. FROM: Kevin G. Wilson, P.E., Assistant County Administrator f`�` ,)� 'r.""��/i ... Date:Wilson,2025 08.22 11:52:17-04'00' Christine Digitally signed by THRU: Christine Hurley, County Administrator Christine Hurley H u rl e Date:2025.08.26 Y 17:07:04-04'00' SUBJECT: Proposed Change Order to be Approved Attached is proposed Change Order#2 for the Harbour Drive Bridge (#904604) Replacement project. This change order increases the final contract sum by$32,780.79. The substantial completion date is increased by Seventy-One (71) days. Monroe County Ordinance 027-1998 and subsequent amendments provide authority for the Administrator to approve change orders within specified limits after providing Board of County Commissioners with at least 24 hours to review them and pose any questions or objections that they may have. It is the Administrator's intent to approve the attached change order under that authority after the 24- hour BOCC notification time. MONROE COUNTY/ENGINEERING/ PROJECT MANAGEMENT CONTRACT CHANGE ORDER PROJECT TITLE: Harbour Drive Bridge (#904604) Replacement Project CHANGE ORDER NO: 2 INITIATION DATE: 8/18/25 CONTRACT DATE: 9/20/23 REVISED SUBSTANTIAL COMPLETION DATE AS OF THIS CHANGE ORDER#2: 7/2/2025 TO CONTRACTOR: American Empire Builders, Inc. The Contract is changed as follows: The Original Contract Sum...........................................................................................$5,780,000.00 Net change by previously authorized Change Orders ...........................................................$145,809.70 The Contract Sum prior to this Change Order was..............................................................$5,925,809.70 The Contract Sum increase by this Change Order#2..............................................................$32,780.79 The Contract Sum including this Change Order.................................................................$5,958,590.49 Additional work was performed by the contractor to remove concrete slabs, fill, pilings and debris that had been placed to support the existing bridge foundation. This work prevented the contractor from being able to drive sheet piles and concrete piles per plan during phase three construction of the bridge. These materials were not shown on the plans and was unforeseen. The compensation for labor and equipment to complete this task is shown below. Item Description Amount Additional Time 1 Contractor was delayed on critical path work none 32 Days and subject to permit rejections by FDOT for precast beam shipments as a result of load restrictions on the Channel 5 bridge. 2 The contractor was impacted by plan none 27 Days revisions and phase re-sequencing for sidewalk construction resulting in additional time to complete this work. 3 The contractor encountered large amounts $32,780.79 12 Days of reinforced concrete, wooden pilings, concrete debris and other materials underneath the existing bridge foundation used to stabilize the bridge. These materials were not shown on the plans and were unforeseen. The removal of these materials resulted in additional time, labor, and equipment to complete this phase of work. Total $32,780.79 71 Da s This Change Order is .57%of the original contract price. This Change Order no. 2 revises the-substantial completion date to July 2, 2025 CONTRACTOR, �r�� �� �� ��'' 08/22/2025 Judith S.Clarke, Date (,l Digitally signed by Judith S. Clarke,P.E. ENGINEERING SERVICES DIRECTOR P.E. Date:2025.08.22 11:16:03-04'00' Date Digitally signed by Christine Hurley Christine Hurley Date:2025.09.16 09:40:45-04'00' COUNTY ADMINISTRATOR Date Change Order Attachment per Ordinance No. 004-1999 • Change Order was included in the original contract specifications. Yes ❑ No If Yes, explanation: • Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $25,000 or 5%of contract price (whichever is greater). Yes ❑ No If Yes, explanation as to why it is not subject for a calling for bids: This work is to be designed and performed by the original contractor. • Project engineer/CEI approves the change order. Yes ® No ❑ • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: NA 6/24/2025 Mr. Clark Briggs Harbour Dr Bridge Replacement Project Duck Key,Monroe County,Florida Subject: Change Order A. PH 2 Beam Travel Permit Delay B. PH 2 Sidewalk/Approach Slab/Moment Slab Revision Dear Mr. Briggs: WSP has received American Empire Builders, Inc (AEB) request for additional compensation due to unforeseen Delays. A. AEB was subject to delay and permit rejections on shipment of the Precast Beams for PH2 at Harbour Drive bridge. This delay was encountered from 1/10/2025 to 2/11/25. This denial of travel permit impacted the contractor's ability to continue work productive to their critical path. AEB is requesting 32 Contract Days of additional time from the delay of their schedule. B. AEB submitted RFI07 for clarification on the reinforcement of the sidewalk and PH2 moment/approach slabs for the PH3 temporary condition of the bridge and its TCP. A revision was needed to be made to the plans that affected the ability to move forward on the contractor's critical path. Because of this, the contractor's sequence and ability to move forward continuing PH2/3 construction of the bridge was impacted. AEB is requesting 27 Contract Days of additional time for complement of this task. The total amount of the work order is $0 and 59 Additional Contract Days. WSP concurs with this additional compensation for the two requests as supported by documentation provided. Should you have any questions,please contact me 305-393-2185. Sincerely, WSP James Rhyne,P.E. Project Engineer/Project Administrator cc: Pornsit Chakkaphak P.E. (Enclosure) i lilu I � � ��I�III liil AEB American Empire Builders,Inc. 13131 SW 132ND STREET, SUITE 202, MIAMI, FL. 33186 OFFICE: 305-261-9276 August 13, 2025 County: MONROE COUNTY, FLORIDA Project Name: HARBOUR DRIVE BRIDGE REPLACEMENT Subject: Price and Time Proposal -Unforeseen conditions at End Bents 1 and 2 Please see below American Empire Builders, Inc. price and time evaluation for works done due to unforeseen conditions found at pile locations in End Bents 1 and 2/Construction Phase III. Item Description Unit Qty Amount 1 Additional work done at end bents 1 and 2 due to the LS 1 $ 32,780.79 unforeseen conditions found. Concrete walls,wood piles. Total Proposal $32,780.79 The time requested for this work is 12 working days. Sincerely, ,2'_� Antonio M. Uo alezPresident American Empire Builders, Inc. HARBOUR BRIDGE -PHASE III END BENTS 1&2-UNFORESEEN CONDITIONS FOUND Manpower Hours $/Hour Burden Total Superintendent Foreman 95 39.00 14.04 53.04 5,038.80 Operator 95 39.00 14.04 53.04 5,038.80 Labor 95 24.00 8.64 32.64 3,100.80 Labor 16 24.00 8.64 32.64 522.24 Subtotal 13,700.64 Perdiem 1,003.33 Lodging 2,533.33 Total $ 17,237.31 Equipment Rate Cost AEB-Owned Operation Stand By Operation Stand By Operation Stand By Takeuchi-Excavator 85 0 92.31 0.00 7,846.35 0.00 Volvo Loader 44 0 23.87 0.00 1,050.28 0.00 Mini Excavatorw/Hammer 0 01 0.00 0.00 0.00 0.00 Mantis Crane Total Equipment $ 8,896.63 Materials jUnit I Qty I Unit Price Plowable Fill ICY 1 181 203.71 Total Materials $ 3,666.78 Subs/Other Unit I Qty I Unit Price Total Subs/Other Subtotal 1 $ 29,800.72 Overhead&Profit 1 $ 2,980.07 Total 1 $ 32,780.79 Working Days Claimed 12 END BENTS 1&2-UNFORESEEN CONDITIONS Date Work Day Description Manpower Equipment Claimed Hours Operation Stand By 06/24/25 Demolition at End Bent 1 06/25/25 1 Demolition at End Bent 1-Unforeseen Superintendent 4 Takeuchi Excavator 8 concrete structure and wood piles Foreman/Operator 8 Volvo Loader 4 Operator 8 Labor 8 06/27/25 1 Demolition at End Bent 1-Unforeseen Superintendent 2 Takeuchi Excavator 8 concrete structure and wood piles Foreman/Operator 8 Volvo Loader 4 Operator 8 Labor 8 06/27/25 1 Demolition at End Bent 1-Unforeseen Superintendent 2 Takeuchi Excavator 5 concrete structure and wood piles Foreman/Operator 5 Volvo Loader 4 Operator 5 Labor 5 06/28/25 06/29/25 06/30/25 1 Demolition at End Bent 1-Continue Superintendent 4 Takeuchi Excavator 8 removal of concrete structure and piles. Foreman 8 Volvo Loader 4 Wood Pileswere found at the prestressed Operator 8 piles location at End Bent 2. Labor 8 Labor 8 07/01/25 1 End Bent 2-Avoid were found at the Superintendent 2 Takeuchi Excavator 8 Cocrete piles Location. Foreman 8 Volvo Loader 4 Operator 8 Labor 8 07/02/25 1 Trouble with the excavation at End Bent Superintendent 4 Takeuchi Excavator 8 Two due to a void at the exact Location of Foreman 8 Volvo Loader 4 the newconcrete piles. Operator 8 ALso wood piles were found inthe Labor 8 excavation. 07/03/25 1 Demolition at End BentTwo continue Superintendent 2 Takeuchi Excavator 8 due to a void atthe exact Location of the Foreman 8 Volvo Loader 4 new concrete piles. Operator 8 ALso wood piles were found inthe Labor 8 excavation. 07/04/25 07/05/25 07/06/25 07/07/25 1 We continue to have trouble with the Superintendent 2 Takeuchi Excavator 8 excavation at End Bent Two due to a void Foreman 8 Volvo Loader 4 at the exact Location of the Operator 8 new concrete piles.We also found wood Labor 8 piles in the excavation. 07/08/25 1 Continued with excavation of rip-rap at Superintendent 2 Takeuchi Excavator 8 End Bent#2.Due to the void,part of the Foreman 8 Volvo Loader 4 leveling pad broke off. Operator 8 We built a concrete support to hold the Labor 8 MSEwaLLpaneLinplace. Labor 8 07/09/25 1 Continued with excavation of rip-rap at Superintendent 4 Takeuchi Excavator 8 End Bent#2.Finally,workingto get the Foreman 8 Volvo Loader 4 MSEwaLLpanelsLeveled and secured. Operator 8 Labor 8 07/10/25 1 Continued with excavation of rip-rap at Superintendent 2 Takeuchi Excavator 8 End Bent#2.Finally,we got the MSEwaIL Foreman 8 Volvo Loader 4 panels leveled and secured. Operator 8 Labor 8 07/21/25 0.5 FLowablefilltostabilizesoil-9CY Superintendent 1 Foreman 5 Labor 5 Labor 5 8/7/2025 0.5 FLowablefilltostabilizesoil-9CY Superintendent 1 Foreman 5 Labor 5 Labor 5 END BENTS 1&2-UNFORESEEN CONDITIONS Hours Hours Rate Cost Total cost AEB-Owned Operation Stand By Operation Stand By Operation Stand By Takeuchi-Excavator 85 92.31 7,846.35 7,846.35 Volvo Loader 44 23.87 1,050.28 1,050.28 Mini Excavatorw/Hammer Mantis Crane END BENTS 1&2-UNFORESEEN CONDITIONS Hours $/Hour Burden Total/Hour Total PerDiem Lodging Total Superimtendent 32 Foreman 95 39 14.04 53.04 5,038.80 316.67 Operator 95 39 14.04 53.04 5,038.80 316.67 Labor 95 24 8.64 32.64 3,100.80 316.67 Labor 16 24 8.64 32.64 522.24 53.33 13700.64 1,003.33 2,533.33 17,237.31 � %�✓l�/� �%/�/ �r i , �� "�� +fir�y 't( 7 FEE/ poll fi / ARTS, Ilion- owns / t la C.177 B�IIdINMpjTM Equipmenfflatch.. www.equipmentwatch.com All prices shown in US Dollars($) Rental Rate Blue Book"' February 22, 2024 Volvo L30(disc.2000) 4-Wd Articulated Wheel Loaders Size Class: 40-59 hp Weight: � ) 104721hs �:" Configuration for L30(disc.2000) Horsepower 58.0 hp Operator Protection EROPS Power Mode Diesel Blue Book Rates FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated Operating FHWA Rate— Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates USD$1,895.00 USD$530.00 USD$135.00 USD$20.00 USD$13.10 USD$23.87 Adjustments Region(100%) - - - - Model Year(2000:100%) - - - - Adjusted Hourly Ownership - - - Cost(100%) Hourly Operating Cost(100%) - Total: USD$1,895.00 USD$530.00 USD$135.00 USD$20.00 USD$13.10 USD$23.87 Non-Active Use Rates Hourly Standby Rate USD$7.32 Idling Rate USD$16.01 Rate Element Allocation Element Percentage Value Depreciation(ownership) 39% USD$739.05/mo Overhaul(ownership) 32% USD$606.40/mo CFC(ownership) 18% USD$341.10/mo Indirect(ownership) 11% USD$208.45/mo Fuel(operating)@ USD 4.15 40% USD$5.24/hr Revised Date:1st quarter 2024 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for MARTIN HOEGG(mhoegg@americanempirebuilders.com) All material herein©2003-2024 Randall-Reilly All rights reserved. Page 1 of 1 MONROE CONCRETE PRODUCTS, INC. Invoice P.O. DRAWER 1149 KEY WEST, FL 33041 Inv No: 212021 Date:7/21/2025 Page 1 of 1 Ph: (305)296-5606 Fax:(305)296-1207 Contractor's License No:CGC1518488 Customer Information Invoice Description AMERICAN EMPIRE BUILDERS INC. HARBOR BRIDGE-FLOWABLE FILL 500 13775 SW 145th COURT SUITE B MIAMI, FL 33186 Phone: (305)261-9276 Fax: Item Unit No Date Description of Work Units Cost Amount 1 07/21/2025 FLOWABLE FILL 500 PSI 9.00 187.50 1,687.50 MARATHON TICKET#19114 2 07/21/2025 FUEL SURCHARGE-MARATHON PLANT 1.00 10.00 10.00 3 07/21/2025 ENVIRONMENTAL FEE-MARATHON PLANT 1.00 8.00 8.00 4 07/21/2025 CUSTOMER ACCOUNT TERMS: 0.00 0.00 0.00 Payment Terms are Net 30 Days, 5% Late Fees assessed to all Past Due Invoices, Past Due Invoices accrue interest until paid(18%per annum) Terms are subject to change. Please refer to your Customer Account Terms Notice 5 forad Ji qijRf@rr/ajigq/o 0.00 0.00 127.91 Total Invoice Amount: $1,833.41 Total Amount Due This Invoice: $1,833.41 Report Class ID:121 Library--False ADMSRecID:824 American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Wednesday O: (305)261-9276 Weather:Sunny Date:06/25/25 Name Position Fredy Flores Foreman Jose Zavala Ruben Zavala o Jose Plaza Z a Description 0 Remove temporary platform and start digging riprap bags from Canal edge on bent one 0 W o: a U Y >0 Type of Machine Operation Time Comment LL, PCs Hours 7) Takeuchi Excavator 0 Generator Z Volvo Louder W aMini Excavator with Demo Hammer Mantis Crane w CITY [unit] Type Comment Plywood a LU W a Y _ We having a hard time removing riprap because we noticed some big Na chunks of concrete at the bottom of the riprap bags w N 0 Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Thursday O: (305)261-9276 Weather:Sunny Date:06/26/25 Name Position Fredy Flores Foreman Jose Zavala Ruben Zavala o Jose Plaza Z a Description 0 Continue removing riprap bags end bent one 0 W o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator 0 Generator Z Volvo Louder W aMini Excavator with Demo Hammer Mantis Crane w CITY [unit] Type Comment Plywood a LU W a Y _ We having a hard time removing riprap because we noticed some big Na chunks of concrete at the bottom of the riprap bags And we also found wood piles on the way of the new Concrete piles on bent two N 0 Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day: Friday O: (305)261-9276 Weather:Sunny Date:06/27/25 Name Position Fredy Flores Foreman Jose Zavala Ruben Zavala o Jose Plaza Z a Description p Continue removing riprap bags end bent one o Remove five trucks of existing material o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator o Generator Z Volvo Louder W aMini Excavator with Demo Hammer Mantis Crane w CITY [unit] Type Comment Plywood a LU W a Y _ We having a hard time removing riprap because we noticed some big Na chunks of concrete at the bottom of the riprap bags And we also found wood piles on the way of the new concrete piles on bent two N o Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day: Monday O: (305)261-9276 Weather:Sunny Date:06/30/25 Name Position Fredy Flores Foreman Jose Zavala Ruben Zavala o Jose Plaza Z a Description p Continue removing riprap bags end bent one o Started to build template for sheet piles on bent one o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator o Generator Z Volvo Louder W aMini Excavator with Demo Hammer Mantis Crane w CITY [unit] Type Comment Plywood a LU W a Y _ We are having a hard time removing the riprap because we noticed some large chunks of concrete at the � U � < N a bottom of the riprap bags. We also found wood piles in the way of the new concrete piles at Bent Two. N o > E- Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Tuesday O: (305)261-9276 Weather:Sunny Date:07/01/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description o Started mobilizing the power pack hammer and sheet piles to End Bent One. 0 W o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator o Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack W Vibratory Hammer CITY [unit] Type Comment J a it W a Y _ We continue to have trouble with the excavation at End Bent Two due to a void at the exact location � U � < N a of the new concrete piles. w N o Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Wednesday O: (305)261-9276 Weather:Sunny Date:07/02/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description 0 Built a template for sheet piles on Wall #3 and started to punch with pin pile. 0 W o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator 0 Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack W Vibratory Hammer CITY [unit] Type Comment J a Uj W a Y _ We continue to have trouble with the excavation at End Bent Two due to a void at the exact location of the new concrete piles. � U � N a We also found wood piles in the excavation. w 0 > E— Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Thursday O: (305)261-9276 Weather:Sunny Date:07/03/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description o Finished punching rock and drove sheet piles at Wall #3, End Bent One. 0 W o: a U Y >0 Type of Machine Operation Time Comment LL, PCs Hours 7) Takeuchi Excavator o Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack W Vibratory Hammer CITY [unit] Type Comment J a W a Y _ We continue to have trouble with the excavation at End Bent Two due to a void at the exact location of the new concrete piles. � U � N a We also found wood piles in the excavation. w O > E— Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day: Monday O: (305)261-9276 Weather:Sunny Date:07/07/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description 0 Continued driving sheet piles wall 0 W o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator 0 Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack W Vibratory Hammer CITY [unit] Type Comment J a it W a Y _ We continue to have trouble with the excavation at End Bent Two due to a void at the exact location of the < N a new concrete piles.We also found wood piles in the excavation. w 0 > E— Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Tuesday O: (305)261-9276 Weather:Sunny Date:07/08/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description 0 Continued driving sheet piles on Wall #3, End Bent One. 0 W o: a U Y >O Type of Machine Operation Time Comment LL, PCs Hours 7) Takeuchi Excavator 0 Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack W Vibratory Hammer CITY [unit] Type Comment J a it W a Y _ Continued with excavation of rip-rap at End Bent#2. Due to the void, part of the leveling pad broke off. < N a We built a concrete support to hold the VISE wall panel in place. w N O Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Wednesday O: (305)261-9276 Weather:Sunny Date:07/09/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description o We cut some of the neighbor's concrete steps inside the right of way and installed one and a half o sheet piles. o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator o Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack w Vibratory Hammer CITY [unit] Type Comment J a it w a Y _ Continued with excavation of rip-rap at End Bent#2. Finally,we got the VISE wall panels leveled and secured. � U � Q d Q N w � 0 Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. American Empire Builders DAILY REPORT 13131 SW 132nd ST. Contractor: E Ste.202 Jobsite: Harbour q American Empire Builders Miami, FL 33186 Shift:7AM-4:30PM Day:Thursday O: (305)261-9276 Weather:Sunny Date:07/10/25 Name Position Raul Guerrero Foreman LU Fredy Flores Operator LU Ruben Zavala o Santiago Ortiz Pile Driver Z a Jose Plaza Welder Description o Installation of half of the sheet piles was underway. I instructed to stop short on that wall o due to the risk of undermining the neighbor's coral construction. o: a U Y >0 Type of Machine Operation Time Comment LU PCs Hours 7) Takeuchi Excavator o Mantis Crane Z Rental Mini Excavator with Demo Hammer w a Generator Power Pack w Vibratory Hammer CITY [unit] Type Comment J a it w a Y _ Continued with excavation of rip-rap at End Bent#2. Finally,we got the VISE wall panels leveled and secured. � U � Q d Q N w � 0 Name Printed:Carolina Garcia Information Provided by Project Supervisor Franklin Giron Attachments: American Empire Builders, Inc. 8/13/2025 Mr. Clark Briggs Harbour Dr Bridge Replacement Project Duck Key,Monroe County,Florida Subject: Change Order #002 A. End Bent#1&#2 Unforeseen Conditions (PH 3) Dear Mr. Briggs: WSP has received American Empire Builders, Inc (AEB) request for additional compensation due to unforeseen conditions at End Bents 91 &92 during Phase III of construction. A. AEB encountered large amounts of reinforced concrete,wooden pilings, and organic material that had been placed to support the existing bridge. This condition impacted the contractor's ability to stabilize the work area to remove the existing foundations to install the permanent work per plan in phase three construction of the bridge. AEB also encountered large amounts of reinforced concrete debris including concrete that had been pumped under the existing foundation to assist in stabilization of the existing bridge. This placed concrete and reinforced concrete debris was encountered during the initial demolition and impacted the contractor's sequence in phase three construction of the bridge. AEB is requesting 12 Contract Days and a $32,780.79 payment for labor and equipment to complete this task. The total amount of the work order is $32,780.79 and 12 Additional Contract Days. WSP concurs with this additional compensation for the request as supported by the provided documentation. Should you have any questions,please contact me 305-393-2185. Sincerely, WSP James Rhyne,P.E. Project Engineer/Project Administrator cc: PomsitChakkaphakP.E. (Enclosure)