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Resolution 2021-31752 RESOLUTION NO. 2021-31752 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, AUTHORIZING THE ADMINISTRATION TO FINALIZE CHANGE ORDER NO. 6 TO THE DESIGN/BUILD AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND RIC-MAN CONSTRUCTION FLORIDA, INC., FOR THE WEST AVENUE PHASE II IMPROVEMENTS NORTH OF 14TH STREET PROJECT, BASED ON THE FOLLOWING TERMS (1) ADDITIONAL WATER QUALITY TREATMENT WELLS TO THE PROPOSED STORM WATER TREATMENT SYSTEM AS REQUIRED BY THE COUNTY'S REGULATORY AND ECONOMIC RESOURCES DEPARTMENT, IN THE AMOUNT OF $11,180,539, (2) IMPLEMENTATION OF THE NEW 10-YEAR STORM WATER CRITERIA APPROVED BY RESOLUTION 2018-30652, IN THE AMOUNT OF $2,801,335, (3) RELOCATION OF THE WATER TREATMENT SYSTEM FROM LINCOLN ROAD TO 1671 WEST AVENUE (CITY PARKING LOT P24) WITH THE DISCHARGE OUTFALL AT 17TH STREET, PER RESOLUTION 2020-31472, OPTION 3A, IN THE AMOUNT OF $3,290,898; (4) CONSTRUCTION COMMODITIES AND LABOR ESCALATION IN THE AMOUNT OF $1,903,717; (5) REDUCTION OF PREVIOUSLY AUTHORIZED OWNER'S CONTINGENCY IN THE AMOUNT OF$1,608,105 AND (6)AN EXTENSION TO THE CONTRACT TIME OF 1,961 DAYS, WITH SAID CHANGE ORDER NO. 6 FOR A TOTAL AMOUNT OF $17,568,384, AND REVISING THE TOTAL CONTRACT AMOUNT TO $69,688,675, WHICH CHANGE ORDER NO. 6 SHALL BE PARTIALLY FUNDED WITH PREVIOUSLY APPROPRIATED FUNDS AND SHALL ALSO BE BE SUBJECT TO AND CONTINGENT UPON AN APPROPRIATION OF FUNDS AT THE CITY COMMISSION'S SOLE DISCRETION,VIA FY 2021 5TH CAPITAL BUDGET AMENDMENT TO BE CONSIDERED BY THE CITY COMMISSION; AND FURTHER, IF SUCH BUDGET AMENDMENT IS APPROVED, AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 6. WHEREAS, the West Avenue Improvements, Phase II project represents a comprehensive Neighborhood Improvement program, focused on resolving challenges associated with climate impacts and aged infrastructure; and WHEREAS, the proposed improvements within the West Avenue neighborhood include the raising of the paved roadway, harmonization to the adjacent properties, installation of a new robust stormwater drainage collection and pumping system, replacement of the existing water distribution/transmission systems and gravity sanitary sewers, installation of new street lighting, pedestrian lighting, replacing existing and installing a new signalized intersection with mast arms, new landscaping, irrigation and construction of a new baywalk and the limits of the improvements are West Avenue between 8 Street and Lincoln Road, including side streets, and Bay Road between 14 Street and Collins Canal; and WHEREAS, due to the size of the neighborhood, the project was divided into two contracts, North and South, with 14th Street being the dividing line; and WHEREAS, on March 22, 2017, the Mayor and City Commission adopted Resolution No. 2017-29800, awarding design/build services ("Agreement") to Ric-Man Construction Florida, Inc. ("Ric-Man"), for the West Avenue Phase II Improvements North of 14th Street ("Project")with the guaranteed maximum price of $29,669,344, including a 10% contingency and on January 11, 2018, and Change Order No. 1 was executed for a 30-day non-compensatory time extension due to the impact of Hurricane Irma; and WHEREAS, on March 16, 2018, Change Order No. 2 was executed in the amount of $3,270,932 for funding of the above-ground improvements to the Project, with no additional time extension, increasing the cost of the Agreement to $32,940,276; and WHEREAS, on December 12, 2018, City Commission adopted Resolution No. 2018- 30652 authorizing the City Manager to negotiate Change Order No. 3 for additional design and construction changes associated with the recommendations made by the Columbia University Resiliency Accelerator Program, the Urban Land Institute ("ULI") and for additional scope for a total of$17,763,900, including contingency; and WHEREAS, on April 30, 2019, Change Order No. 3A was executed in the amount of $579,752 as the first partial request from Ric-Man of the approved Change Order No. 3 for the costs incurred in support of the Columbia University Resiliency Accelerator Workshop, re-start impacts after a 1 year delay and 10-year storm drainage modeling to allow for further design in order to be able to negotiate the price of the remaining change order scope; and WHEREAS, Change Order No. 3A increased the cost of the Agreement to $33,520,028; and WHEREAS, on June 16, 2019, Change Order No. 3B was executed in the amount of $17,171,211 as the second partial request from Ric-Man of the previously approved Change Order No. 3 and includes emergency generator sets, street end enhancements, additional pumps, additional street improvements; and WHEREAS, Change Order No. 3B increased the cost of the Agreement to $50,691,239, including a 10% Contingency; and WHEREAS, on September 17, 2019, Change Order No. 4 was executed in the amount of $327,093 to account for the 10% contingency for the above-ground improvements, which were previously added to the Agreement as Change Order No. 2, increasing the cost of the agreement to $51,018,332; and WHEREAS, on April 4, 2020, City Commission adopted Resolution No. 2020-31243 authorizing the City Manager to negotiate Change Order No. 5 for design services associated with additional water quality treatment, as required by the Miami-Dade County Regulatory and Economic Resources Department ("RER") for a total not-to-exceed of $1,147,037, including contingency; and WHEREAS, the City negotiated a final change order of$1,101,959 increasing the cost of the Agreement to $52,120,291; and WHEREAS, the purpose of the West Avenue Phase II Improvements Project was to address flooding conditions and upgrade aging infrastructure and one of the requirements to obtain a permit from RER to discharge stormwater into the Biscayne Bay (Class II permit) is the inclusion of sufficient water treatment capacity; and WHEREAS, the Project team has held multiple discussions and meetings with RER to discuss the project approach and proposed water quality treatment components and RER has emphasized that although projects were previously permitted using mechanical treatment, future projects would not be permitted without retaining the first inch and a half of rainfall runoff; and WHEREAS, this involves additional design and construction effort, beyond what was identified in the Design Criteria Package ("DCP"); and WHEREAS, Ric-Man proceeded with the design efforts as described on Change Order No. 5 and has identified the construction costs related to the additional water quality system; and WHEREAS, on October 18, 2017, City Commission adopted Resolution No. 2017-30039, increasing the drainage design criteria from a 5-year storm to a 10-year storm event; and WHEREAS, during the review of all drainage projects in 2018, the ULI, in conjunction with the Columbia University Resilience Accelerator Program, recommended that the design of the West Avenue Projects be upgraded to a 10-year storm event and as part of the scope included in Change Order No.3 , referenced above, Ric-Man and its design team performed new 10-year storm drainage modeling, resulting in a change to the drainage system, increasing pipe and structure sizes to accommodate the new water flow design levels; and WHEREAS, the proposed change results in additional cost for material, labor, equipment and time; and WHEREAS, on October 28, 2020, the City Commission adopted Resolution No. 2020- 31472, relocating the above ground and below ground components of the Storm Water Treatment System ("SWTS"), from the Lincoln Road street-end to 1671 West Avenue(City Parking Lot P24) with the discharge outfall at 17th Street and Collins Canal and this involves additional design and construction effort beyond what was identified in the Design Criteria Package; and WHEREAS, Ric-Man submitted a proposal and other documentation attached as Exhibit "A" to the Memorandum accompanying this Resolution, for the following additional scope requested by the City and for additional items: 1- Construction cost associated with the additional water quality treatment components in the amount of$11,180,539. This is associated to the recommendations provided by RER for additional water quality treatment that will address the first inch and a half of run-off from the stormwater system prior to discharging to the canal; and 2- Construction cost associated with the revision of the storm water criteria from a 5-year to a 10-year storm event in the amount of$2,801,335. This includes increased pipe and drainage structure sizes to accommodate the new water flow design levels as indicated in the new 10-year Storm Drainage Model, not included in the original DCP. This item also includes additional costs related to the increased difficulty associated with the installation of larger pipes and structures; and 3- Design and Construction cost associated with the relocation of the above and below ground components of the SWTS to 1671 West Avenue (City Parking Lot P24) with the discharge outfall at 17th Street and Collins Canal, in the amount of $3,290,898. This includes additional design costs, additional construction efforts related to the installation of new force mains, larger pump motors, seawall modifications at Collins Canal, reconstruction of the P24 parking lot, larger dissipator box and landscaping and metal screening for the above ground components; and 4- Cost associated with construction commodities and labor escalation in the amount of $1,903,717. Construction commodities have increased 3.6% from December 2019 through February 2021 according to the Producer Price Index sponsored by the U.S. Bureau of Labor Statistics. Lumber and steel are experiencing large swings upward in pricing, as much as 17% and 6%, respectively. The additional cost being requested for commodities and labor escalation accommodates the anticipated material and labor price increases associated with anticipated market conditions throughout the project schedule to its new anticipated completion date of January 2025; and 5- Reduction to previously authorized Owner's Contingency in the amount of$1,608,105. The previously authorized 10% Owner's Contingency is being reduced to approximately 5% to make funding available for Change Order No.6. Considering that this is a Design/Build agreement and the risks assumed by the Design/Builder a 5% contingency is sufficient to accommodate unforeseen conditions that may be encountered during construction; and 6- This Change Order No.6 shall extend the contract time 1,961 calendar days. This extension is related to the additional scope described above, as well as delays experienced during the development of the project. Delays to the project include, but are not limited to, obtaining final direction on the siting of the SWTS and increased construction time associated with the segmented approach; and WHEREAS, the total amount for Change Order No. 6, including the reduction in owner's contingency for the section north of 14 Street, is$17,568,384; and WHEREAS, this Change Order No. 6 will increase the existing contract with Ric-Man from $52,120,291 to $69,688,675, for West Avenue Phase II Improvements North of 14th Street, including an approximate 5% owner's contingency; and WHEREAS, Ric-Man, the City and the City's CEI consultant reviewed, analyzed, and negotiated the additional costs proposals and these were determined to be consistent with market conditions, complex logistics of construction and reflect the scope changes, set forth in Exhibit C attached to the Memorandum accompanying this Resolution, previously described; and WHEREAS, on January 22, 2021, a request to provide additional funding for this change order utilizing a portion of the Resiliency Fund for City Stormwater projects was presented to the Finance and Economic Resiliency Committee ("FERC") and was favorably recommended to be presented to the City Commission for their consideration and approval; and WHEREAS, on February 10, 2021 City Commission adopted Resolution No.2021-31571 accepting the recommendation of the FERC to provide additional funding from the City's Resiliency Fund for City stormwater projects in the amount of $15 Million for the West Avenue Phase II Improvements projects; and WHEREAS, this change order shall be subject to the approval of the FY21 5th Capital Budget Amendment; and WHEREAS, the Administration recommends that the Mayor and City Commission adopt the Resolution authorizing the Administration to finalize Change Order No. 6 based on the terms set forth in this Resolution, and authorize the City Manager to execute Change Order No. 6 with Ric-Man Construction Florida, Inc:, for the West Avenue Phase II Improvements North of 14th Street in the amount of $17,568,384, subject to the approval of the FY21 5th Capital Budget Amendment. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, hereby approve and authorize the Administration to finalize Change Order No. 6 to.the Design/Build Agreement between the City of Miami Beach, Florida and Ric-Man:Construction Florida, Inc., for the West Avenue Phase II Improvements North of 14th Street Project, based on the following terms (1) additional water quality treatment wells to the proposed storm water treatment system as required by the County's Regulatory And . Economic Resources Department, . in the amount of $11;180,539, (2) implementation of the new 10-year storm water criteria approved by Resolution 2018-30652, in the amount of$2,801,335, (3)relocation of the water treatment system.from Lincoln Road to 1671 West Avenue (City Parking Lot P24) with the dischargeoutfall at 17TH Street, per Resolution 2020-31472, Option 3A, in the amount of $3,290,898; (4) construction commodities and labor escalation in the amount Of $1,903,717;_ (5) reduction of previously authorized owners contingency in the amount of$1,608,105 and (6)an extension to the contract time of 1,961 days, with said.Change Order No. 6 for atotal:amount of$17,568,384, and revising the total contract amount;to:.$69,688,675, which Change Order No. 6 shall be partially funded with previously appropriated funds and shall also be subject to and contingent upon an appropriation of funds at the City Commission's sole discretion, via FY 2021. 5TH Capital budget amendment to be considered by the City Commission; and further, if such budget amendment is approved, authorizing the City Manager to execute:Change Order No. 6. PASSED and ADOPTED this ,2 3 day of — - - , 2021. ,4 :2.2.......€...,...„ Dan Gelber, Mayor ATTES •T.—di (o/7x/ Rafael . Granada, City Clerk - 6 €INCORP ORATEr)° APPROVED AS TO '‘„--25.i......:) -. FORM al LANGUAGE ,,„c±; :, 8 FOR EXECUTION �.L- 1 6- 21 City Attorney Date Resolutions -R7 K MIAMI BEACH • COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Alina T. Hudak, City Manager DATE: June 23, 2021 SUBJECT: 1. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 6 TO THE DESIGN/BUILD AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND RIC-MAN CONSTRUCTION FLORIDA, INC., FOR THE WEST AVENUE PHASE II IMPROVEMENTS NORTH OF 14TH STREET PROJECT, FOR (1) ADDITIONAL WATER QUALITY TREATMENT WELLS TO THE PROPOSED STORM WATER TREATMENT SYSTEM AS REQUIRED BY THE COUNTY'S RER DEPARTMENT, IN THE AMOUNT OF $11,180,539, (2) IMPLEMENTATION OF THE NEW 10 YEAR STORM WATER CRITERIA APPROVED BY RESOLUTION 2018-30652, IN THE AMOUNT OF $2,801,335, (3) RELOCATION OF THE WATER TREATMENT SYSTEM FROM LINCOLN ROAD TO 1671 WEST AVENUE (CITY PARKING LOT P24) WITH THE DISCHARGE OUTFALL AT 17TH STREET, AS PER RESOLUTION 2020-31472, OPTION 3A, IN THE AMOUNT OF $3,290,898; (4) CONSTRUCTION COMMODITIES AND LABOR ESCALATION IN THE AMOUNT OF $1,903,717; (5) REDUCTION OF PREVIOUSLY AUTHORIZED OWNER'S CONTINGENCY IN THE AMOUNT OF $1,608,105 AND (6) AN EXTENSION TO THE CONTRACT TIME OF 1,961 DAYS, WITH SAID CHANGE ORDER NO.6 FOR A TOTAL AMOUNT OF $17,568,384 AND REVISING THE TOTAL CONTRACT AMOUNT TO $69,688,675 WITH PREVIOUSLY APPROPRIATED FUNDING AND SUBJECT TO AND CONTINGENT UPON AN APPROPRIATION OF FUNDS AT THE CITY COMMISSION'S SOLE DISCRETION, VIA FY2021 5TH CAPITAL BUDGET AMENDMENT TO BE CONSIDERED AT THE CURRENT CITY COMMISSION MEETING,AND FURTHER, IF SUCH BUDGET AMENDMENT IS APPROVED, AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 6. 2. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA,APPROVING AND AUTHORIZING THE CITY MANAGER TO NEGOTIATE CHANGE ORDER NO.6 TO THE DESIGN/BUILD AGREEMENT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA, AND RIC-MAN CONSTRUCTION FLORIDA, INC., FOR THE WEST AVENUE PHASE II IMPROVEMENTS SOUTH OF 14TH STREET Page 1148 of 1884 PROJECT, FOR (1) ADDITIONAL WATER QUALITY TREATMENT WELLS TO THE PROPOSED STORM WATER TREATMENT SYSTEM AS REQUIRED BY THE COUNTY'S RER DEPARTMENT, IN THE AMOUNT OF $3,592,652, (2) IMPLEMENTATION OF THE NEW 10 YEAR STORM WATER CRITERIA APPROVED BY RESOLUTION 2018-30652, IN THE AMOUNT OF $1,012,455; (3) CONSTRUCTION COMMODITIES AND LABOR ESCALATION IN THE AMOUNT OF $478,075; (4) REDUCTION OF PREVIOUSLY AUTHORIZED OWNER'S CONTINGENCY IN THE AMOUNT OF $733,144 AND (5)AN EXTENSION TO THE CONTRACT TIME OF 1,588 DAYS, WITH SAID CHANGE ORDER NO.6 FOR A TOTAL AMOUNT OF $4,350,038, AND REVISING THE TOTAL CONTRACT AMOUNT TO $25,938,237 WITH PREVIOUSLY APPROPRIATED FUNDING AND SUBJECT TO AND CONTINGENT UPON AN APPROPRIATION OF FUNDS AT THE CITY COMMISSION'S SOLE DISCRETION, VIA FY 2021 5TH CAPITAL BUDGET AMENDMENT TO BE CONSIDERED AT THE CURRENT CITY COMMISSION MEETING, AND FURTHER, IF SUCH BUDGET AMENDMENT IS APPROVED, AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 6. RECOMMENDATION The Administration recommends adopting the Resolutions. BACKGROUND/HISTORY The West Avenue Improvements, Phase II project represents a comprehensive Neighborhood Improvement program, focused on resolving challenges associated with climate impacts and aged infrastructure. The proposed improvements within the West Avenue neighborhood include the raising of the paved roadway, harmonization to the adjacent properties, installation of a new robust stormwater drainage collection and pumping system, replacement of the existing water distribution/transmission systems and gravity sanitary sewers, installation of new street lighting, pedestrian lighting, replacing existing and installing a new signalized intersection with mast arms, new landscaping, irrigation and construction of a new baywalk. The limits of the improvements are West Avenue between 8 Street and Lincoln Road, including side streets, and Bay Road between 14 Street and Collins Canal. Due to the size of the neighborhood, the project was divided into two contracts, with 14th Street being the dividing line. West Avenue Phase II Improvements North of 14th Street On March 22, 2017, the Mayor and City Commission adopted Resolution No. 2017-29800, awarding design/build services (Agreement)to Ric-Man Construction Florida, Inc (Ric-Man), for the West Avenue Phase II Improvements North of 14th Street with the guaranteed maximum price of$29,669,344, including a 10% contingency. On January 11, 2018, Change Order No. 1 was executed for a 30-day non-compensatory time extension due to the impact of Hurricane Irma. On March 16, 2018, Change Order No. 2 was executed in the amount of$3,270,932 for funding of the above-ground improvements to the project, with no additional time extension, increasing the cost of the Agreement to$32,940,276. Page 1149 of 1884 On December 12, 2018, City Commission adopted Resolution No. 2018-30652 authorizing the City Manager to negotiate Change Order No. 3 for additional design and construction changes associated with the recommendations made by the Columbia University Resiliency Accelerator Program, the Urban Land Institute (ULI) and for additional scope for a total of $17,763,900, including contingency. On April 30, 2019, Change Order No. 3A was executed in the amount of $579,752 as the first partial request from Ric-Man of the approved Change Order No. 3 for the costs incurred in support of the Columbia University Resiliency Accelerator Workshop, re-start impacts after a 1 year delay and 10-year storm drainage modeling to allow for further design in order to be able to negotiate the price of the remaining change order scope. This change order increased the cost of the Agreement to $33,520,028. On June 16, 2019, Change Order No. 3B was executed in the amount of $17,171,211 as the second partial request from Ric-Man of the previously approved Change Order No. 3 and includes emergency generator sets, street end enhancements, additional pumps, additional street improvements. This change order increased the cost of the Agreement to $50,691,239, including a 10% Contingency. On September 17, 2019, Change Order No. 4 was executed in the amount of $327,093 to account for the 10% contingency for the above-ground improvements, which were previously added to the Agreement as Change Order No. 2, increasing the cost of the agreement to $51,018,332. On April 4, 2020, City Commission adopted Resolution No. 2020-31243 authorizing the City Manager to negotiate Change Order No. 5 for design services associated with additional water quality treatment, as required by the Miami-Dade County Regulatory and Economic Resources Department (RER) for a total not-to-exceed of $1,147,037, including contingency. The City negotiated a final change order of $1,101,959 increasing the cost of the agreement to $52,120,291. West Avenue Phase I I Improvements South of 14th Street On March 22, 2017, the Mayor and City Commission adopted Resolution No. 2017-29799, awarding design/build services (Agreement) to Ric-Man Construction Florida, Inc (Ric-Man)., for West Avenue Improvements Phase I I South of 14th Street with the guaranteed maximum price of$12,809,754, including a 10%contingency. On January 11, 2018, Change Order No. 1 was executed for a 30-day non-compensatory time extension due to the impact of Hurricane Irma. On March 16,2018, Change Order No. 2 was executed in the amount of$1,468,359 for funding of the above-ground improvements to the project, with no additional time extension, increasing the cost of the Agreement to$14,278,113. On December 12, 2018, City Commission adopted Resolution No. 2018-30653 authorizing the City Manager to negotiate Change Order No. 3 for additional design and construction changes associated with the recommendations made by the Columbia University Resiliency Accelerator Program,the ULI and for additional scope for a total of$6,567,000, including contingency. On April 30, 2019, Change Order No. 3A was executed in the amount of $353,094 as the first partial request from the Ric-Man for the costs incurred in support of the Columbia University Resiliency Accelerator Workshop, re-start impacts and 10-year storm drainage modeling, to allow for further design in order to be able to negotiate the price of the remaining change order scope. This change order increased the cost of the Agreement to$14,631,207. On June 16, 2019, Change Order No. 3B was executed in the amount of $6,213,895 as the second partial request from Ric-Man of the previously approved Change Order No. 3 and includes emergency generator sets, street end enhancements, additional street improvements. Page 1150 of 1884 This change order increased the cost of the Agreement to $20,845,102, including a 10% Contingency. On September 17, 2019, Change Order No. 4 was executed in the amount of $146,836 to account for the 10% contingency for the above-ground improvements, which were previously added to the Agreement as Change Order No. 2, increasing the cost of the Agreement to $20,991,938. On April 4, 2020, City Commission adopted Resolution No. 2020-31243 authorizing the City Manager to negotiate Change Order No. 5 for design services associated with additional water quality treatment, as required by RER for a total not-to-exceed of $639,314, including contingency. The City negotiated a final change order of $596,261 increasing the cost of the agreement to $21,588,199. ANALYSIS The purpose of the West Avenue Phase II Improvements Project was to address flooding conditions and upgrade aging infrastructure. One of the requirements to obtain a permit from RER to discharge stormwater into the Biscayne Bay (Class II permit) is the inclusion of sufficient water treatment capacity. The project team has held multiple discussions and meetings with DRER to discuss the project approach and proposed water quality treatment components. DRER has emphasized that although projects were previously permitted using mechanical treatment, future projects would not be permitted without retaining the first inch and a half of rainfall runoff.This involves additional design and construction effort, beyond what was identified in the Design Criteria Package (DCP). Ric-Man proceeded with the design efforts as described on Change Order No.5 and has identified the construction costs related to the additional water quality system. On October 18, 2017, City Commission adopted Resolution No. 2017-30039, increasing the drainage design criteria from a 5-year storm to a 10-year storm event. During the review of all drainage projects in 2018, the ULI, in conjunction with the Columbia University Resilience Accelerator Program, recommended that the design of the West Avenue Projects be upgraded to a 10-year storm event. As part of the scope included in Change Order No.3, referenced above, Ric-Man and its design team performed new 10-year storm drainage modeling, resulting in a change to the drainage system, increasing pipe and structure sizes to accommodate the new water flow design levels. This change results in additional cost for material, labor, equipment and time. On October 28, 2020, the City Commission adopted Resolution No. 2020-31472, relocating the above ground and below ground components of the Storm Water Treatment System (SWTS), from the Lincoln Road street-end to 1671 West Avenue (City Parking Lot P24) with the discharge outfall at 17th Street and Collins Canal. This involves additional design and construction effort beyond what was identified in the Design Criteria Package(DCP). Change Order No. 6 for West Avenue Phase II North of 14th Street Ric-Man submitted a proposal and other documentation (Exhibit A) for, the following additional scope requested by the City and for additional items: 1- Construction cost associated with the additional water quality treatment components in the amount of $11,180,539. This is associated to the recommendations provided by RER for additional water quality treatment that will address the first inch and a half of run-off from the stormwater system prior to discharging to the canal. 2- Construction cost associated with the revision of the storm water criteria from a 5-year to a Page 1151 of 1884 10-year storm event in the amount of $2,801,335. This includes increased pipe and drainage structure sizes to accommodate the new water flow design levels as indicated in the new 10- year Storm Drainage Model, not included in the original DCP. This item also includes additional costs related to the increased difficulty associated with the installation of larger pipes and structures. 3- Design and Construction cost associated with the relocation of the above and below ground components of the SWTS to 1671 West Avenue (City Parking Lot P24) with the discharge outfall at 17th Street and Collins Canal, in the amount of $3,290,898. This includes additional design costs, additional construction efforts related to the installation of new force mains, larger pump motors, seawall modifications at Collins Canal, reconstruction of the P24 parking lot, larger dissipator box and landscaping and metal screening for the above ground components. 4- Cost associated with construction commodities and labor escalation in the amount of $1,903,717. Construction commodities have increased 3.6% from December 2019 through February 2021 according to the Producer Price Index sponsored by the U.S. Bureau of Labor Statistics. Lumber and steel are experiencing large swings upward in pricing, as much as 17% and 6%, respectively. The additional cost being requested for commodities and labor escalation accommodates the anticipated material and labor price increases associated with anticipated market conditions throughout the project schedule to its new anticipated completion date of January 2025. 5- Reduction to previously authorized Owner's Contingency in the amount of $1,608,105. The previously authorized 10% Owner's Contingency is being reduced to approximately 5%to make funding available for Change Order No.6. Considering that this is a Design/Build agreement and the risks assumed by the Design/Builder a 5% contingency is sufficient to accommodate unforeseen conditions that may be encountered during construction. 6- This Change Order No.6 shall extend the contract time 1,961 calendar days. This extension is related to the additional scope described above, as well as delays experienced during the development of the project. Delays to the project include, but are not limited to, obtaining final direction on the siting of the SWTS and increased construction time associated with the segmented approach. The total amount for Change Order No.6 including the reduction in owner's contingency for the section north of 14 Street is $17,568,384. This Change Order will increase the existing contract with Ric-Man from $52,120,291 to $69,688,675, for West Avenue Phase II Improvements North of 14th Street, including an approximate 5% owner's contingency. Change Order No. 6 for West Avenue Phase II Improvements South of 14th Street Ric-Man submitted a proposal and other documentation (Exhibit B) for the following additional scope requested by the City for additional items: 1- Construction cost associated with the additional water quality treatment components in the amount of $3,592,652. This is associated to the recommendations provided by RER for additional water quality treatment that will address the first inch and a half of run-off from the stormwater system prior to discharging to the canal. 2- Construction cost associated with the revision of the storm water criteria from a 5-year to a 10-year storm event in the amount of $1,012,455. This includes increased pipe and drainage structure sizes to accommodate the new water flow design levels as indicated in the new 10- year Storm Drainage Model, not included in the original DCP. This item also includes additional costs related to the increased difficulty associated with the installation of larger pipes and structures. 3- Cost associated with construction commodities and labor escalation in the amount of Page 1152 of 1884 $478,075. Construction commodities have increased 3.6% from December 2019 through February 2021 according to the Producer Price Index sponsored by the U.S. Bureau of Labor Statistics. Lumber and steel are experiencing large swings upward in pricing, as much as 17% and 6%, respectively. The additional cost being requested for commodities and labor escalation accommodates the anticipated material and labor price increases associated with anticipated market conditions throughout the project schedule to its new anticipated completion date of July 2023. 4- Reduction to previously authorized Owner's Contingency in the amount of $733,144. The previously authorized 10% Owner's Contingency is being reduced to approximately 5%to make funding available for Change Order No.6. Considering that this is a Design/Build agreement and the risks assumed by the Design/Builder a 5% contingency is sufficient to accommodate anticipated conditions that may be encountered during construction. 5- This Change Order No.6 shall extend the contract time 1,588 calendar days. This extension is related to the additional scope described above, as well as delays experienced during the development of the project. Delays to the project include, but are not limited to, obtaining final direction on the siting of the SWTS and increased construction time associated with the segmented approach. The total amount for Change Order No.6 including the reduction in owner's contingency for the section south of 14 Street is $4,350,038. This Change Order will increase the existing contract with Ric-Man from $21,588,199 to $25,938,237, for West Avenue Phase II Improvements South of 14th Street, including an approximate 5% owner's contingency. Cost Proposals and Funding Ric-Man, the City and the City's CEI consultant reviewed, analyzed, and negotiated the additional costs proposals. These were determined to be consistent with market conditions, complex logistics of construction and reflect the scope changes (Exhibit C) previously described. On January 22, 2021, a request to provide additional funding for this change order utilizing a portion of the Resiliency Fund for City Stormwater projects was presented to the Finance and Economic Resiliency Committee (FERC) and was favorably recommended to be presented to the City Commission for their consideration and approval. On February 10, 2021 City Commission adopted Resolution No.2021-31571 accepting the recommendation of the FERC to provide additional funding from the City's Resiliency Fund for City stormwater projects in the amount of $15 Million for the West Avenue Phase II Improvements projects. This change order is subject to the approval of the FY21 5th Capital Budget Amendment. Amount(s)/Account(s): $15,000,000.00—Subject to 5th Amendment to Capital Budget FY 20/21 $6,918,422.00—Account#429-0820-069357-26-418-576-00-00-00-20597—Capital Contracts Total: $21,918,422 CONCLUSION Page 1153 of 1884 The Administration recommends that the Mayor and City Commission adopt the resolution approving and authorizing the City Manager to execute Change Order No. 6 with Ric-Man Construction Florida, Inc., for the West Avenue Phase II Improvements North of 14th Street in the amount of $17,568,384, subject to the approval of the FY21 5th Capital Budget Amendment; and, The Administration recommends that the Mayor and City Commission adopt the resolution approving and authorizing the City Manager to execute Change Order No. 6 with Ric-Man Construction Florida, Inc., for the West Avenue Phase I I Improvements South of 14th Street in the amount of$4,350,038 subject to the approval of the FY21 5th Capital Budget Amendment. Applicable Area South Beach Is this a"Residents Right Does this item utilize G.O. to Know" item, pursuant to Bond Funds? City Code Section 2-14? Yes No Strategic Connection Environment & Infrastructure - Reduce risk from storms, high tides, groundwater, and sea level rise. Legislative Tracking Capital Improvement Projects ATTACHMENTS: Description ❑ Exhibit A-West Avenue Phase ll Improvements North of 14th Street Ric-Man's Proposal ❑ Exhibit B -West Avenue Phase II Improvements South of 14th Street Ric-Man's Proposal ❑ Exhibit C - Chen Moore and Associates Evaluation and Recommendation Letter Page 1154 of 1884 Exhibit A stermAk 3100 SW 15th Street comsalR, C. Deerfield Beach, Florida 33442 IL H nl Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach May 11,2021 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach,FL 33139 Attn: Sabrina Baglieri Re: West Ave 091 -North Subj: Change Order Review- RMCF Submission dated April 21,2021 CMA Comment Sheet Received 4/28/21 Revision#1 10 Year Storm Piping&Structures $2.801.335 WTS Relocation $3.290.898 Water Quality $ 11.180.539 _ Commodity&Subcontractor Escalation $ RMCF Labor Escalation $416.765 Time Extension 1961 Cal Days Sabrina, In response to the change order review conducted yesterday 4/28/21 wherein RMCF received CMA's comment sheet(attached)we offer the following response and clarifications to our proposal sent on 4/21/21.RMCF revises its original submission dated 4/21/21 to account for errantly including of 2.1B pricing from the 8/7/19 proposal in the evaluation,and certain reductions in rebar,redimix quantities based on further developed WQ design,commodity and labor escalation was revised accordingly. Pump Station Design-Items 1-4 Comments have been sent to CES for formal response and will be submitted to the City under separate cover. Storm Drainage Design 2016-KB 60%,Phase II North of 14th Street resubmittal dated 4/2/21 and Change Order Submittal. Item 1-RMCF provided detailed cost and support documentation in its 4/21/21 submittal. However,as discussed,we can re-organize the submission to the City's format(template) at your direction upon approval of the Change order amount including scope clarifications contained therein. Item 2-Commodity escalation was detailed in RMCF's proposal letter with documentation provided on escalations from the U.S Bureau of Labor Statistics which confirms at least a 3.6%average increase in pricing January 2020 through February 2021.This factor was applied to specific commodities shown on the submitted spread sheet.Escalations quoted by Subcontractors and main/critical suppliers such as Flygt pumps,DI pipe,Asphalt and Electrical where direct quotes R I C - M A N C o N s T R Rage 1 t55 obl884 FLORIDA . I N r. . Exhibit A gatialfiliff` 3100 SW 15th Street contia,E. Deerfield Beach, Florida 33442 dEcaFte. woo Office:(954)426-1221 Fax:(954)426-1226 from RMCF's suppliers under contract presently and are listed separately.These submissions reflect the most up to date pricing available. Item 3-RMCF offered in lieu of a fixed escalation adjustment that the City consider an escalation clause to protect RMCF and the City from volatile swings in material pricing,particularly steel and lumber. Item 4-Labor escalation was provided at 3%and deemed reasonable.The hours provided are actual anticipated work hours for RMCF labor for the base and changed work escalated at.25%per month taking into account CO 3B escalation already approved.The 0.25%per month factor was extended to substantial completion. (see submitted spread sheet for dates and calculation.) Item S-The credits provided are identified on the revised spread sheets attached with back-up from the CO# 3B approved amounts.See item E below for further clarification. Item 6-All available back-up has been provided.RMCF's HCSS estimating and summary sheets with full costing breakouts and work hour/equipment calculations were provided.Certain old CES proposals were included for reference in the correspondence section of the submission as referenced in the cover letter. Item 7-Not applicable. Item 8-The full 60%submittal of the WQ wells will be submitted shortly under separate cover. The 30%drawings which depict the location and arrangement of the wells including mechanical and electrical details have been submitted to e-builder. Item 9-Detail of the connection to the trunk lines are shown on the details provided in the 60% drainage submission. Other items: A- RMCF has revised the cost sheets to designate the applied 5%Subcontractor mark-up and 10%RMCF mark up,accordingly. B- RMCF attaches back-up for the Bond and Insurance premium re-calculation of actual= 1.44%. C- RMCF includes the engineering fee adder for the 17th street sea wall and Lincoln road sea wall re-design.Construction costs for both Seawalls is included in the proposal. D- Conflict structure costs have not been included in either the August 7,2019 proposal(not acted upon by the City)or the current pricing which supersedes the August 7 proposal due to the fact that FPL has not settled on relocation or payment to RMCF for installing these conflict structures.Further,CO 3B item 17 did not contemplate conflict structures since the utility plan was in its infancy at the time of submission and pricing was based solely on AECOM's drainage map.In either case,either FPL relocates their ductbank with others or pays RMCF for the new conflict structures under a contract arrangement R I C - M A N C o N 5 T a Pltgd-1 Th6 ofe1 4 F L 0 R i D A , I N C . Exhibit A $C" 3100 SW 15th Street =all"i;, Deerfield Beach, Florida 33442 L� rELDeEIfCM F�oa�^ Office:(954)426-1221 Fax:(954)426-1226 E- The Drainage Piping was re-calculated based on our incorrect assumption that the 2.18 proposal dated 8/7/19 was an actual change order.2.1B was never acted upon by the City as a change.Therefore,no credit for the 96"pipe is forth corning.The final changes have been adjusted off of CO 3B item 17. (see attached documentation package) Please contact me if you require additional information. Sincerely, \ � C` �--- Michael R. Fischer, COO Ric-Man Construction Florida,Inc. Attachments: - CMA West Ave C.O.Review Meeting Comments - RMCF's Performance and Payment Bond Rates - Brown&Brown Policy Premium Summary - CES Proposals dated 5/7/21 (2 Ea.) - Commodity and Subcontractor Escalation Rev 1 -5/11/21 - Escalation RMCF Direct Labor Rev 1-5/11/21 - Revised Cost Spread Sheet and HCSS Summaries(WQ,WTS Relo&Drainage) Rev 1 - 5/10/21 - Quantity Comparison-Structures CC: Danny Mancini Tyson DiPetrillo Dan LaCross Rafael Vega Jose Caraballo Jorge Rodriguez Nick Karpathy-Chen Moore R I C - M A N C o s 1' R Rage 1151 of 1884 F i. o R I n A , I N C . Exhibit A 2103 Coral Way,Suite 401 e A tt� 4 Miami,FL 33145 i f Office:+1(786)497-1500 then moore and associates WEST AVENUE STORM DRAINAGE DESIGN CHANGE ORDER REVIEW MEETING COMMENTS 4/28/2021 GENERAL COMMENTS: PUMP STATION DESIGN—60% SUBMITTAL DATED 3/22/2021 1. Need to Clarify heading on sheet PS-M01 "Pump Design Criteria"and "Pump System Design Notes", what pumps they are referring to(primary pumps and sump pumps). 2. The plans show five (5)primary pumps with one (1)backup pump at 19.750 GPM(44 CFS), what is the Pump Station Maximum Flow based on? 3. Drainage well conductivity is given as 500 GPM/FT of Head. Has this value been verified? Has a Reasonable Assurance Report been done to justify the assumed flow? Please advise. 4. Cannot determine if the proposed well design is providing an adequate bypass with a design elevation of 6.50 FT-NAVD. Please provide. STORM DRAINAGE DESIGN 2016-091—KB 60%, PHASE II NORTH OF 14TM STREET RESUBMITTAL DATED 4/02/2021 and CHANGE ORDER SUBMITTAL 1. First and foremost, this submittal is a compilation of documents put together that do not have the format, or organization that we need in order to create a Change Order. Provide a Request for Change Order document with Exhibits numbered and organized. 2. Material escalations can vary from time to time and even day to day and are subject to revisions up to 4 months after estimated. Projects of this magnitude can command a better negotiated price with suppliers that does not always include the higher of the average increases. Please provide the most up to date pricing available with this submittal. 3. Perhaps a clause can be stated that a credit for materials needs to be returned to the City if prices do go down during the life of the project. _ 4. The labor escalation of 3% per year seems reasonable. However, no back-up was provided in this package to compare the man-hours being claimed with the previous man-hour estimates. Please provide. chenmoore.com Page 1158 of 1884 Exhibit A 2103 Coral Way,Suite 401 Miami,FL 33145 Office:+1(786)497-1500 then aware and associates STORM DRAINAGE DESIGN 2016-091-KB 60%, PHASE II NORTH OF 14TM STREET RESUBMITTAL DATED 4/02/2021 (cont.) 5. Some of the credits for the new'Drainage" spreadsheet(10yr increase + WTS) are not identified. Please identify. 6. CMB/CIP will need more detail to evaluate the new prices in these proposals. Almost of the back-up package consists of the old e-mails and CES proposals that have already been evaluated. 7. The estimated increase in the duration of the project has not changed. 8. Plans did not include any details on the water quality pump stations (graphic views but no callouts, sections, or insets). 9. The direct connections of future yard drains/stub-outs to trunklines take into consideration system maintenance to prevent blockages and provide for cleaning? STORM DRAINAGE DESIGN 2016-090-KB 60%, PHASE II SOUTH OF 14TH STREET RESUBMITTAL DATED 4/02/2021 and CHANGE ORDER SUBMITTAL 1. In the narrative, please clarify conflict structures as required by 60%design drawings and specifically excluded by August 7,2019 correspondence. 2. In the narrative for subcontractor commodity escalation, complete backup must be provided to justify the proposed cost. 3. In the narrative for Water Quality Enhancements-utility relocations as needed shall include details describing what is affected now that was not affected before. 4. Provide the previous amount RMC was considering for labor escalation 5. Provide back up for Water Quality enhancement cost: clarify subcontractor markup percentage and estimated amounts, GC markup, bond and insurance percentage. 6. All the info must be referenced as exhibits in the narrative. 7. Plans did not include any details on the water quality pump stations (graphic views but no callouts, sections, or insets). 8. The direct connections of future yard drains/stub-outs to trunklines take into consideration system maintenance to prevent blockages and provide for cleaning? chenmoore.com Page 1159 of 1884 Exhibit A ' IC > C I RIC-MAN CONSTRUCTION FLORIDA,INC. PERFORMANCE AND PAYMENT BOND RATES Ud I t For first $100,000 contract value $10.80 per$1,000 w, For next 2,400,000 contract value 7.56 per$1,000 For next 2,500,000 contract value 6.48 per$1,000 For next 5,000,000 contract value 5.64 per$1,000 For over 10,000,000 contract value 436 per$1,000 I . l oSO I od0o0 7• I g 114 Z4 ay? Ow 3. 1 6Z�G 21 Oplp c0 + . a a,zoo ri06 c, �p 5 1 /'744 ,"-"c :. a / G 37o lvbI 37 N' ac -^ s Q . j 6c7 Confidence. 1'r?!' Mat c ht':rt.' rNt,1 uiriri'. II;t \\-r51 LU;•i, I :SKI. kt,Al' MTI I ?IIIc. 'IIt111' 1.11 i8u9t P 2.1K1.?$ ).?? i .4$ >'k ;:41 Page 1160 of 1884 I C)« rl BROWN & BROWN OF DETROIT, INC. 35735 MOUND ROAD STERLING HEIGHTS, MI 48310 1-0 W i PHONE: 586-977-6300 I FAX: 586-977-6780 INSURANCE,; WWW.BBDETROIT.COM Ric-Man Construction Florida. Inc 3100 SW 15th Street Deerfield Beach, FL 33442 RE: Policy Premium Summary Policy#'s; A-5CAA-0001702;ZUP-16N53072-20-NF; A-5CGA-001702; QT-660-72N270023; SXS 7186303-01 To Whom it May Concern, Included are the policy premiums for Ric-Man Construction Florida, Inc for their insurance years. W/Labor W/Labor Policy Year General Liabili Automobile Umbrella Installation/Eauipment 2019-2020 $222, 7ATErr.74 rate) $90,000 3,1►. $19,828 2020-2021 $368,869 .7.21 rate) $150,660 $1.>'4. 14 $22,525 2021-2022 $287,o ($6:.'5 rate) $175,992 0,0o ' $30,251 Please direct any additional inquires to my attention. Thank you. North 091 2019-2020=$109,828/ $34,278,000=0.32% Sincerely, 2020-2021 =$173,185 /$39,693,000=0.44% %Inc=38%-Contract Completion 1/2025 Brian Pilarski Allow 3 Years @ 15% Inc=45% Inc C.1.C.; M.B.A.;L.I.C. 0.44%x 1.38 = 0.61 +45% Escal = 0.88 Commercial Insurance Agent Resident Counselor Carry 0.88 Surplus Broker t r Pt la. , F1:1( t(,yFF kE N-F!IS Pt Fes.(-"hJAI c INF 1IJ5 ;RPtd( E Exhibit A City of Miami Beach Design I Build Services for West Avenue Improvements Phase II North of 14th Street 2016-091-KB Lincoln Road Bulkhead Redesign Scope of Services May 7, 2021 Prepared By: CONSULTANTS 880 SW 145th Avenue, Suite 106 Pembroke Pines, Florida 3302 Page 1162 of 1884 Exhibit A C� City of Miami Beach COASWAMIS DIB Services for West Avenue Improvements 2016-091-KB Lincoln Road Bulkhead Redesign Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES) is pleased to submit this proposal to perform a redesign of the Lincoln Road Bulkhead. Due to the relocation of the Lincoln Road Pump Station, the bulkhead at the west end of Lincoln Road requires a complete redesign to remove the bulkhead and rework the connection between the Baywalk and the bulkhead. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 1. Project Coordination and Meetings. CES will host or participate in meetings with the Project Team to coordinate and review the design approach.Additionally,CES will manage communication between its subconsultant and the client. 2. Lincoln Road Bulkhead Improvement Redesign. CES's subconsultant will redesign the waterfront bulkhead improvements to raise the bulkhead at Lincoln Road from the existing elevation at +3.0 NAVD up to the minimum elevation required by the City which is +5.70' NAVD. Based on design plans for the existing wall dated 2008 (constructed in 2010 timeframe), CES's subconsultant envisions a retaining wall concept to raise the elevation. Alternatively, a new sheet pile wall could be driven landward of the existing bulkhead.An 18-inch and a 36-inch culvert penetrate the bulkhead, both with backflow preventors that are currently located in drainage structures behind the bulkhead. If needed, the concrete retaining wall concept will facilitate accommodating these structures unless the Right of Way construction will abandon these culverts. In addition,an FPL duct bank extends under the existing bulkhead. This scope of work does not address a new sheet pile wall waterward of the existing wall. Connections to the proposed Baywalk will be coordinated.Additionally,this scope of work is to provide design services from 0% to 100%. The original task was 100% complete prior to this modification. 3. Lincoln Road Bulkhead—Baywalk Connection. CES's subconsultant will design connection details for the proposed overwater Baywalk segment coming into the south end of the Lincoln Road shoreline from the first pile bent, over the existing bulkhead to the top of the wall landward of the existing bulkhead. This additional design work will be completed concurrently with the Baywalk Design, 4. Lincoln Road Bulkhead Design Coordination Meetings. CES's subconsultant will participate or attend virtual meetings with the Project Team to coordinate and review the design approach. Due to COVID 19, CES's subconsultant will conduct these meetings with on-line collaboration tools such as WebEx, etc. Approximately ten (10) hours are budgeted. The Client will be advised if additional meetings are required for any reason. 2IPage Page 1163 of 1884 Exhibit A �SCity of Miami Beach CONSULTANTS DIB Services for West Avenue Improvements 2016-091-KB Lincoln Road Bulkhead Redesign Scope of Services 5. Lincoln Road Bulkhead Building Permitting Consulting. CES's subconsultant will review and respond to comments from the City building department as the Client processes the plans through the building department.Approximately ten (10) hours are budgeted for this effort to include some CAD design hours for revisions to drawings. COMPENSATION Compensation for this activity will be based on required effort. The total compensation for this effort will be$44,217.04. Please see attached spreadsheet for details and individual amounts for each task. Detailed Breakdown of Proposed Lincoln Road Bulkhead Change Order C.O. Task No. C.O.Task Name C.O. Contract Amount I Project Coordination and Meetings $13,217.04 2 Lincoln Road Bulkhead Improvement Redesign 518,000.00 3 Lincoln Road Bulkhead-Baywalk Connection $10,000.00 4 Lincoln Road Bulkhead Design Coordination $1,500.00 Meetings 5 Lincoln Road Bulkhead Building Permitting $1,500.00 Consulting TOTAL $44,217.04 3iP ge: Page 1164 of 1884 Exhibit A West Avenue Phase II-North Contract(091)-Baywalk and Lincoln Road Bulkhead Redesign 1 1 11 I1 3 1 11 1 I L .L.I...iL.LLilI f YY I ISSN MIS 1„4H I !f!/LS { Si.q 1 !pY Illtly IMY f MS5 MW i �fETI IYIl. ... - _ 4 liar cYaT++gyr'b! I I ..I i I , 1 . ' -1 I 1 ' I "" a I mem Mors amino.rs,nwmealtecuur (` ...: ‘44.00 I taw*Ikea II..w.-I.uIS C.sIS ' II,::':.';F. i 5MflS 5Iip n:++n —4— I',.. '_:'ISS e•+n 1 M 6 1! .,„.11. 1. 1: L ii .1. Ez; 1 1. ..:_�. . k L T II 1, 1 LIs 44;; Page 1165 of 1884 Exhibit A 040 tett I!tach.! rs.J.Ct r..r:.po..l . .. .' . ^—_ .....___......._. --•--__--- � _ � � k .. . • 1 r t 1 4 t • • J _ ' ". i . . _— �t;,.. !_fact ___ _ e,• 6]1 ODO Page 1166 of 1884 Exhibit A City of Miami Beach Design ! Build Services for West Avenue Improvements Phase II North of 14th Street 2016-091-KB 17th Street Bulkhead, Dissipator, } Discharge Piping, and Junction Box Structures Design Scope of Services May 7, 2021 Prepared By: CIS CONSULTANTS 880 SW 145th Avenue, Suite 106 Pembroke Pines, Florida 33027 Page 1167 of 1884 A C-esExhibit City of Miami Beach <,,,,,,t'i D1B Services for West Avenue Improvements 2016-091-KB 17th Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES) is pleased to submit this proposal to perform a design of the 17th Street Bulkhead, discharge piping, and junction boxes. Due to the relocation of the Lincoln Road Pump Station, the bulkhead at the west end of Lincoln Road requires a complete redesign to remove the bulkhead and rework the connection between the Baywalk and the bulkhead. Additionally, due to the relocation of the Lincoln Road Pump Station,the bulkhead located at the Northwest corner of the intersection of West Avenue and 17t Street requires a complete design to incorporate discharge piping and a dissipator. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 1. Project Coordination and Meetings. CES will host or participate in meetings with the Project Team to coordinate and review the design approach.Additionally, CES will manage communication between its subconsultant and the client. 2. 17th Street and 1671 West Avenue Junction Box Structures. CES will complete the engineering/structural design of the 17th Street and 1671 West Avenue junction box structures. CES will incorporate review comments as the design progresses. Technical specifications will be incorporated into the construction plans, with City details incorporated as appropriate. 3. 17th Street Engineering Site Visit. CES's subconsultant will visit the site to obtain field measurements of the existing bulkhead along Dade Canal. The system is most likely a concrete pile/panel wall system with batter piles in lieu of tie backs. Field measurements will be obtained to verify as-built conditions. Existing utilities will be noted, and the utility routing design will be reviewed. Field notes and photographs will be taken, and the topographic survey will be reviewed in the field. 4. 17'"Street Preliminary Dissipator Design. CES's subconsultant will design a concrete dissipator box that will generally align with the back side(landward)of the existing bulkhead.The depth of the invert will be coordinated with the outfall pipes. CES will provide the maximum flow and velocity of the pumped discharge entering the dissipator box for CES's subconsultant to evaluate hydraulic forces on the structures. The dissipator box will be designed to be either cast-in-place or precast concrete. The existing bulkhead will be reviewed in terms of potential loads induced on the existing wall from the dissipator box, as support piling may be required so as not to overload the existing wall. Calculations will be performed, as the City will require these checks so the existing structure is 211- age Page 1168 of 1884 Exhibit A GeS City of Miami Beach <<i i R i i s i t s DIB Services for West Avenue Improvements 2016-091-KB 17"'Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services not impacted. This design approach assumes the existing bulkhead is a concrete pile/panel bulkhead, and CES's subconsuitant will design penetrations through the panels to connect the dissipator box. These penetrations will likely be 2 feet tall by 4 feet wide (or possibly wider), assuming the king piles are spaced on 10-foot centers. Structural detailing will be required to modify the concrete panels, and manatee grates will be specified, as applicable to comply with regulatory requirements.A riprap apron will be designed at the toe of the bulkhead to protect the adjacent channel from erosion. If an alternative design is required due to environmental impact concerns,the Client will be advised of any additional design effort required to be addressed under an addendum scope of work. CES's subconsultant will provide the number of dissipator penetrations, and the Client will evaluate the estimated flow and velocity from the 120,000 gpm pumps to ensure hydraulic performance of the dissipator system. 5. 17""Street Final Dissipator Design. CES's subconsultant will complete the engineering design of the marine structure and advance the plans to 100% design. CES will provide review as the design progresses, and comments will be incorporated. Technical specifications will be incorporated into the construction plans with FDOT standard specifications and City details incorporated as appropriate. 6. 17th Street Design Coordination Meetings. CES's subconsultant will participate or attend virtual meetings with the Project Team to coordinate and review the design approach. Due to COVID 19, CES's subconsultant will conduct these meetings with on-line collaboration tools such as WebEx, etc. Approximately ten (10) hours are budgeted. The Client will be advised if additional meetings are required for any reason. 7. 17t'Street Building Permitting Consulting. CES's subconsuitant will review and respond to comments from the City building department as the CES processes the plans through the building department. Approximately twenty(20) hours are budgeted for this effort to include some CAD design hours for revisions to drawings. 8. Analysis and Revision of Maintenance of Traffic (MOT) Plans, due to the Pump Station Relocation. CES's subconsultant will analyze and revise the Maintenance of Traffic (MOD plans to address relocation of the proposed pump station. Two (2) additional MOT phases will be added: Phase #10 and Phase #11. Phase #10 will include a roadway closure along West Ave (from Lincoln Road to south of 17"' Street), to allow for the installation of the proposed pump station and discharge piping. Phase #11 will include a roadway closure along 17th Street (from Dade Boulevard to just east of West Ave), to allow for the installation of the proposed discharge piping. 9. MOT Permit Processing and Meetings. CES's subconsultant will represent the Project before agency staff, confer with staff to further advise them of the details of the Project, answer questions and address staff comments or requests for additional information.The Miami-Dade County Maintenance of Traffic(MOT)permit 3IPage Page 1169 of 1884 A C-esExhibitCity of Miami Beach C 6 P S►1 1.11 DIB Services for West Avenue Improvements 2016-091-KB 17th Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services was issued on 2/18/2020; this permit can be extended by submitting the revised MOT plans. The FDOT General Use permit for MOT was issued on 9/25/2019 and expired on 9/24/2020. Since this permit cannot be extended, a new FDOT permit application and processing is required to obtain the MOT permit. CES's subconsultant will prepare the FDOT permit application and process the revised plans approvals. Miami Beach Public Works Department approved the MOT plans on 9/25/2019; reprocessing will be needed once the revised MOT plans are finalized. 10.Additional Survey for Discharge Piping and MOT Temporary Signalization CES's subconsultant will provide a topographic survey for the following survey limits: Along West Avenue(between Lincoln Road and Dade Boulevard),along 17th Street(between Dade Boulevard and West Avenue), and along Dade Boulevard (between Sunset Harbour Drive and West Avenue). Survey information along Dade Boulevard is required to develop temporary signal plans and additional detours for street closures. Horizontal and vertical control points will be set, and right-of-way information will be collected within the survey limits. CES's subconsultant will locate the following aboveground improvements: trees, palms, concrete slabs, sidewalks, signs, fire hydrants, aboveground utilities, poles, catch basins, manholes, overhead lines, etc. CES's subconsultant will collect elevations equivalent to a fifty (50) foot grid and will include crown-of- road, back of sidewalk, edge of pavement, and lowest adjacent/highest adjacent elevations. CES's subconsultant will also collect existing drainage and sanitary sewer information such as: rim elevation, pipe size, pipe material, pipe direction and inverts.The Survey will be referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983/2011 (NAD83/11) and elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 11. Bathymetric Survey CES's subconsultant collect five (5) cross-sections within Collins Canal using a Single-Beam Sonar Scanner.Spot elevations will be collected throughout the canal and will include top of bank, edge of water and top of sediment. Additionally, CES's subconsultant will attempt to collect the bottom of the canal. The Survey will be referenced to the Florida State Plane Coordinate System based on the North American Datum of 1983/2011 (NAD83/11) and elevations will be referenced to the North American Vertical Datum of 1988 (NAVD88). 12. 17th Street Dissipator Environmental Permitting. CES's subconsultant has not yet consulted with the environmental agencies regarding this redesign of the pumped stormwater discharge into Dade Canal. Based on the services outlined in the Dissipator Design, the existing pile/panel wall will be modified, and a scour apron will be placed along the seabed within the canal such that a Miami-Dade County Division of Environmental Resources Management (DERM) Class I Permit will be required. This scope assumes that no seagrasses are present in the Project area, or that the scour apron can be sited to avoid seagrass impacts, such that the Project will qualify for a State Environmental Resource Permit(ERP)"de minimus"exemption and DERM and the U.S. Army Corps of Engineers(Corps) will not require any mitigation. It is assumed that National Marine Fisheries Service (NMFS) individual project consultation, scour or water quality studies, elevated authorizations, and/or mitigation calculations/design will not be required and that NMFS/Corps Jacksonville District 411,AnF Page 1170 of 1884 Exhibit A CI S City of Miami Beach 'ii:I'I I P F, DIB Services for West Avenue Improvements 2016-091-KB 17t Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services Statewide Programmatic Biological Opinion (JaxBO) compliance can be verified without significant debate. It is assumed that there will be no submerged lands use issues, special easement considerations, separate/additional land use authorization requirements or water quality concerns raised in the context of the marine structures permit applications. CES's subconsultant will provide for the permit application packages Construction Plans, a construction methodology narrative, turbidity control plan, and information regarding the project design and construction details, as appropriate. It is assumed that the Project does not require County Commission approval or Environmentally Sensitive Lands review for any reason and there will be no public comments/objections. While we make every effort to keep our fees within estimates quoted, additional costs may be incurred due to circumstances beyond our immediate control, including but not limited to, rule or procedural changes, agency staff changes/delays, or legal actions. Please note that we cannot guarantee a particular outcome with agency staff in permitting negotiations. 13.Environmental Permit Consultations/Strategy. CES's subconsultant will review Project background documents provided by the City and advise regarding any concerns or additional data collection needs. CES's subconsultant will draft a DERM Biological Assessment(BA)request and agent authorization letter for signature by the City and provide to the Client for execution.The City will directly provide payment of the BA fee in the amount of$854.63 electronically or via check; please note that a $530 credit toward the permit application fee will be provided if a Class I Permit application is submitted while the biological assessment is still valid. CES's subconsultant will submit the Biological Assessment request to DERM and follow up relative to scheduling the site visit. It is assumed that the DERM BA will be completed withing the federally recognized seagrass growing season between June 1 and September 30 and that an additionalrndependent biological assessment will not be required for any reason. The location of any seagrasses within the Project vicinity will be used to inform the Project design. CES's subconsultant will coordinate and conduct initial remote(online or telephone format) pre- application consultation discussions with Corps, State and Miami-Dade County DERM staff regarding the proposed Project scope and schedule. Florida Department of Environmental Protection(FDEP)versus South Florida Water Management District(SFWMD)jurisdiction will be discussed/confirmed based on site permitting history or other factors. Key regulatory compliance criteria will be discussed with agency staff, such as direct and secondary environmental impact avoidance/minimization. CES's subconsultant wilt provide to the Client a summary of initial environmental permitting agency feedback and advise regarding any concerns,recommendations and/or action items. Environmental permitting scope assumptions will be reviewed and confirmed or refined at this early point in the Project.Approximately sixteen(16)hours are budgeted for this effort;the Client will be advised if additional scope/budget is required for any reason. 51P age Page 1171 of 1884 Exhibit A Ci S City of Miami Beach C r.l<<1 1.1 DIB Services for West Avenue Improvements 2016-091-KB 17th Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services 14. Corps Permit Application. CES's subconsultant will prepare a draft Corps permit application package and submit it for City review and signature prior to submittal to the agency. This scope of work assumes that a request for Nationwide Permit (NWP) verification will be submitted and that the Project design will meet all NWP conditions, including 1 cy/foot maximum volume for scour protection. It is assumed that no permit fee will be required. 15. ERP Exemption Application. CES's subconsultant will prepare an Environmental Resource Permit (ERP) exemption verification request package and will submit it to the Client for City review and signature prior to submittal to the agency. The City will directly provide payment of the permit application and issuance fees electronically or via check upon agency confirmation of the amount due.This scope of work assumes that the Project will qualify for an exemption. 16. DERM Class I Permit Application. CES's subconsultant will prepare a DERM Class I Coastal Construction Permit application package for the proposed Project and submit it to the Client for City review and signature. The City shall provide signed application forms and recorded warranty deeds or other property ownership evidence. The City will directly provide payment of the permit application and issuance fees electronically or via check upon agency confirmation of the amount due.CES's subconsultant will submit the permit application package to DERM.This scope of work assumes that the Project will qualify for a short form permit. 17. Environmental Permit Processing. CES's subconsultant will represent the Project before agency staff, confer with staff to further advise them of the details of the Project, answer questions and address staff comments or requests for additional information. CES's subconsultant will maintain communications with agency staff to expedite their review and processing of the permit applications. CES's subconsultant will draft NMFS JAXBO consultation forms, if requested by the Corps or DERM project manager. CES's subconsultant will confer with the Client, and/or other Project team members as to questions, revisions, or additional items that may be required by agency staff. CES's subconsuttant will submit the construction drawings for DERM Class I preliminary stamp of approval and provide these plans to the Client to process for City Structural and Zoning approval,which is required prior to DERM Class I permit issuance.The Client will provide a DERM Class I Permit contractor letter noting contact and license information prior to permit issuance, if required, or in satisfaction of permit conditions. 18.Environmental Permitting Meetings. CES's subconsultant will coordinate and participate in meetings with the Client, City and/or regulatory agency staff, as appropriate, to discuss environmental permitting strategy, review permit-related documents,review agency requests for additional information and draft responses, 61Page Page 1172 of 1884 Exhibit A • • Cle 9 City of Miami Beach <t s,.,1 a 1;1 DIB Services for West Avenue Improvements 2016-091-KB 17th Street Bulkhead, Dissipator, Discharge Piping, and Junction Box Structures Design Scope of Services or to address other permitting matters. Approximately sixteen (16) hours are budgeted for this effort; the Client will be advised if additional scope/budget is required for any reason. COMPENSATION Compensation for this activity will be based on required effort. The total compensation for this effort will be $174,468.32. Please see attached spreadsheet for details and individual amounts for each task. Additionally, a credit will be issued to City of Miami Beach for the following tasks from the original agreement: Detailed Breakdown of Proposed Lincoln Road Bulkhead Redesign and 17th Street Bulkhead Design Change Order C.O. Task C.O.Task Name C.O. Contract No. Amount 1 Project Coordination and Meetings $27,014.08 2 17th Street and 1671 West Avenue Junction Box $34,704.24 Structures 3 17th Street Engineering Site Visit $1,800.00 4 17th Street Preliminary Dissipator Design 1 $8,900.00 5 17th Street Final Dissipator Design $13,400.00 6 17th Street Design Coordination Meetings j $1,500.00 7 17th Street Building Permitting Consulting $3,000.00 8 Analysis and Revision of Maintenance of Traffic . $13,800.00 • (MOT)Plans,due to the Pump Station Relocation : 9 MOT Permit Processing and Meetings $19,600.00 10 i Additional Survey for Discharge Piping and MOT $15,950.00 Temporary Signalization 11 Bathymetric Survey $5,000.00 p 12 17th Street Dissipator Environmental Permitting 13 ! Environmental Permit Consultations/Strategy $2,800.00 14 Corps Permit Application $3,000.00 15 ERP Exemption Application $3,000.00 16 DERM Class I Permit Application $3,000.00 I 17 Environmental Permit Processing ' $15,000.00 18 Environmental Permitting Meetings I $3,000.00 TOTAL ; $174,468.32 liPagr Page 1173 of 1884 Exhibit A West Avenue Phase H Storm Drainage-North Contract(091)-17th Street Bulkhead, Dissipator, Discharge Piping,and Junction Box Structures Design T.4•1 TOA•ildmil • % ( �I 1 111111 11 a fill e, I i 1#1 SB�fIItA!'Ml 1 WI NO ffia ! my t WO V4 1 n.n , MO f LYq i J. , .Mpo t fwd. i .Dl.q 1 111A0 1 Il.q t milt.I . JI 1 11111 WO . Y, g�.r 101f!► im.I p[.w.n.lar 1.M.oa I I N1 I I I ( T I I I I I I I ' wl: in'RSB4 x 1"..,.,6.,,.0.....•AI..la 1 l � r I kJ L 4 .1 Hyl a1 r.I I � xy11: , Ito Caw PsooNO11,VO.VO, ._ . - _. Mels-rAarlpr�* _ _— .I.,i,►1r«rami prN.m:Clow , 11 • ,;MI 4..0 4...•,C4v14,044.4eteriee , , 7 ... ..: •nnmw.r,.c.awr.,.rr.rfo.. t WOW ,W.r nn r o M Ow*u....Mtxetn - .. -.-- ..-- i .. O ,AMYw.Hw irOolodr:.e41�i.M_tli� ,• .. . �---..... , - iemW .r. M. Cw..eaYr`� w. . �. .... ... .. _. __.. .. —__.—__.__.._... -I . .u'uM. .pp.lw. _ _ _..a._ I13- vi—<.... _.--.. ___._.. �. __..–. _. , }LI Y •ANG..Mr�yrRw. e_ i f rrrYPom ..r I , _ __.... ._ `1 e 4. - MR MAO I. h }f n.411 • ;. 11 _ I ...I.- . 411,...7 s..mtf ...:It 11111roj1 ,waft i. It I. .,.wl Lii 170" Page 1174 of 1884 Exhibit A • • .4??h r L NIGhel Prayca►w Prapw.) t __. M • • 111.1..11.1111MM - 111.11._ . ) INIMEIREEMIROPIAMMEMI = IMMilliniM MON=ONIUMMENIIIMMM _ _.L.. �-- - — - r • • • 1 • Page 1175 of 1884 Civil VI B lt1 c. Miami-Ft. Lauderdale—Orlando 305-591-4323 CW I A WBE/DBE firm 954-344-6568 407-339-0040 www.civilworks.com cwk civilworks.com Pump Station Relocation. page 1 Feb. 8, 2021, Rev 3/15/21, Rev 3/30/21, Rev 5/03/2021 CES Consultants, Inc. 14361 Commerce Way, Suite 103 Email to:jcaraballo@cesconsult.com Miami Lakes, FL 33016 Email to: Erik Alcantara <ealcantara@cesconsult.com> Attn:Jose Caraballo,P.E. Re: Change Order for Pump Station relocation and West Avenue(North)Water Quality Wells RFP No.2016-090-KB,CWI No. 17102.00 Dear Jose: CM! Works, Inc. (CWI) is pleased to submit this change order to your firm CES (the Client, and RIC- MAN FL, RCFL) for Selective Civil Engineering Design Services for the above project. The selective engineering design serviceswill include improvements for the Maintenance of Traffic that will be modified to include the new work in West Ave between Lincoln Road and 17 St and at the 17 St and West Ave intersection. The water quality wells along the side streets between West Ave and Alton Road will modify the MOT segments. These include 7 locations on the side streets on 14 Ct/ Bay Road, 15 Tern/ Bay Road, 15 Terri West Ave, 16 St/ Bay Road, 16 St/ West Ave, Lincoln Road/ Bay Road, Lincoln Road/Bay Road. This change order is based on the plans received 1/29/2021, Drainage Wells and Revised Pump Station plans. As background, the previous submitted plans showed the Storm water pump station in Lincoln Road west of Lincoln Court. This revision is to move the pump station off of West Ave into a City owned parking lot and add storm water quality wells to 7 locations. The Signing and Marking Plans and lighting will require revisions to remove the pump station from Lincoln Road and revise the base plans for Lighting and signing and marking. Therefore, CWI will revise the affected civil engineer sheets. Task 1 —Lincoln Rd Stormwater Pump Station and addition of Water Quality Wells. Under this Task, CWI will revise the following items based on the revised roadway base files of Lincoln Rd, West Ave. Bay Rd and Alton Rd. Sheet No Description M-I The MOT phases will be renumbered based on the coordination with The Team Members due to the new location of the pump station at 1 671 West Ave between Lincoln Road and 17 St. The pump station was Phase 1 in the previous schedule. M-3 Revise the MOT signage based on the revised roadway base plan and moving the pump station to the 1671 West Ave parking lot. M-4 Revise the MOT based on the additional phase at 17 St and West Avenue M-6 Add an additional phase 10 in the MOT to include the West Ave from Lincoln Road to south of 17 St pump station and discharge pipes. Civil Works, Inc. 8491 NW 17 Street, Suite 108,Doral, FL Ph:305-591-4323 Fax:305-591-4074 Page 1 Page 1176 of 1884 • . _... waft Ave North 4191 ... 5/11/2021 CommedFty and Subcontractor lscalogon. . . �.. .... ...., .. New � Item C038total ._. Della Della ....... ,Totallm840 Notes .. .I .. . ......... . - . .... . .._.._ _... .Material (Subcontract ;Quoted P.501181m . . . . ... Flyit Pumpsw/tax 1 $ 2,202.075-00• •$ 2,899,219.00 5 697,144.00 • ..DI!IP!'_ i ,$ 704,608.01} $ 526.424.00 '$ 177,684.00 - attachedUS pe quotes ... Tax 9% ...._. . . . .. ... ..... $ 12,438 0O; 3.6%Eacalato ... .. - ... . 'See Producer Mie index Graph Trench drains $ 81.68100 5 78.843.00 $ 2.638.00 •. 5 592.834.00 5_ 572.234.00 ,$ 20,600.00 I,ando • spin8/IrrlB65.630.00 5ation S 6642, 0.00 50 5 23,130.00 . .Pepe Commodities ;5 935,877.00 S 903,356.00 5.....32.521.00-... . PVC PIpe,Fittlnp .... .. i 5 81,427.00.1.$ 78.598..00. ......... !$ 2,829.00 .... ... .... . • . . ,.. ..,_..... ..._......Taxes-7%on 5120,897 ...:5 8.463.00 I Submntractor Adpetnsents . -21 Asphalt . . CC . Electrrwl-So Ft Elect ...,. .. .. ... .. ... _ .. . See Quote Comparison and Proportioning to 090 5 26,016.00 CD � 'Electrical-Benson-iNTS .. . .. ._ _ .. See nit Pricute spread sheet from So Fl Elect S .301.288 00 u . . .. . . . ............. _ ...5 40,824.00. See quote comparison .. Total . , .. • i . ..... :$ 977,647.00 $ 368:128.00 OH-10/5 5 101,66300 S 18,406.00 Os Subtotal ... .I 5 1,079,310,00_S 386,534.00 1.44%Bond&Iqs 5 15,542.00 5 5,566.00 CO .IN. 5 1,094,852.00:5 392,300.00_$ 1,186,95240 m x s C- D fpr, West Ave(190%093 moi" 'Escalation RMCF Direct labor 5/11/2021, : i 90 91 Item !Hours Cost 'Hours Cost Comments Base Contract 23,762: $ 1,019,810.00 50,573 $ 2,157,261.00 CON i , #11/23-labor escalation 5 66.028.00 S 114,825.00 . . #5/17-10year Storm water 7,351 $ 372;194.00 12,150; $ 610,694.00 #16-Alton Ct 1028 $ 16,865.00 815-Rear to Front 939; $ 45,862.00 #6/18 0.5 - 2453; $ 141,781.00 #1/14-Gen sets3433; $ 199,037.00 3433 $ 200,101.00 #14-Lincoln Rd PS 323 5 16,865.00 #2-Alton CT 95 S 6,141.00 #4-6th St Side walk 53•$ 3,120.00 #3-Alton CT re-surfacing 385 $ 37,714.00 N co tD Subtotals 36,217 S 1,720,909.00 59,871. $ 3,287,389.00 30 Months at 3%per year(0.25%per month)=7.5%)-091 1 $ 246,554.00 V June 2022-January 2025 03 27 Months at 3%per year(0.25%per Month=6.75%-090 j $ 116,161.00 March 9,2021-July 42023 0 Op , Co New CO Escalation 24 Months at 3%per year=6%-091 53,725 5 2,736,752.00 Jan 2023-Jan 2025 295. 164 00 6 months at 3%per year (025% per month=1.5%)-090 Jan 2023-July 2023 Total Escalation $ 415,849.00 '1.44%N/1.55%5 $ 916.00 jGrand Total $ 416,765.00 m x F."1- D Exhibit A cONSr'.'%R..c. West Avenue NostA-091 09401090 Mpe&S... 5/15/0081 .loin 917 NII S9On03na66 Me14.71Y 0.04, F1e190e51 8101Tolal O.yl.a Total Mee No. MN Rata Tina Drainage Pipe Lincoln Can 24-RCP 101 LI S 17.63400 200.66 S 47.03 L 9,30100 S 0.161.00 S 3543800 S 35.438.00 AU 0400141 n11etu 10740 pacing 30-RCP B 13 6 1.6'300 6.4 f 43.03 t 10100 t 166.00 f 2211.00 S 2.21100 All 334(11rt313391 NF4iav4 IhW mofMmt 4 CY S 2'300 212 f 49.11 5 11900 3 162.00 f 506.00 f 506.00 AO moria 3eRdta lwentpicina 7leeaem5 8 LF S 11200 1.14 f 68.51 t 6500 t 1100 S 208.00 S 20800 All mmol plea mten Plc ng 1.Tem. 24-RCP 372 LF f 21.820.00 248 S 47.06 3 11.631.00 S 10.31000 f 13.801.00 t 4310100 All 3.0.137O64*con.63.76. 1415 Co. 34-RCP 131 LF f 23.111.00 251.34 5 47.06 f 11.82900 S 10,450.00 S 1402-00 S 4439200 All 626v121261100 awet pinna Mamas,.Wal 24'RCP 196 LF f 31.499.00 114.66 0 47.06 f 6.14900 t 5.491.00 S 23,079.00 S 23.039.00 Anm004a rams dein,picing ISU3.. 24-RCP 505 )F f 191325.00 156.66 S 4106 f 15,14.00 f 13.995.00 f 59.46100 6 59,462.00 All mmii e0rtonmospi01% 154131.037. 246 RCP SY LP f 52,099.00 532 f 47.06 f 21,861.00 1 2461100 f 104261.00 f 10426100 All menial panda anent pricing 366 RCP 157 LI t 66.31500 2156 f 47.06 f 13,441.00 S 11.81500 S 91,629.00 $ 91.629.00 AOmevial,e9m.4av4pcca 1615 Race 24-RCP 461 LF 0 33,026.00 3014 a 47.06 3 14,46400 t 12775.00 5 5126800 S 51.263.00 All mautit rthet.1NM.pito. W40b Terrace - 24.RCP Ill LF f 790100 68.66 f 41.01 S 4.17600 $ 1,685.00 f 15,66100 5 15.661.30 ABmtt0u1rt11a0.7655.1io5 18mb Rood 21'RCP 510 LF f 29,915.00 110 f 43.06 S 16,001.00 t 14.13100 S 10,05100 S 60.051.00 A0ma0u13e.e14 cortin pricing 335.RC? 149 LF S 23.615.00 1192 f 47.06 S 5.610.00 S 4.955.00 f 3AB 24100 S 18111.00 aae3a00m4c01m16303[,5 461 RCP 158 LP S 10,3100 136.72 $41.06 f 6.431.00 1 5.654.03 5 52916100 f 51761.20 A01mm41rt0mamtem picieg T_'RCP MO SF f 161119.00 49334 f 41.06 5 2311800 S 20210.330 S 20831.00 S 206.91190 All meovl le8ou amen pica/ Bq Road(U4*S.R6 0141053) 24'RCP 815 LF 3 41,979.00 545.34 3 47.06 5 35,663.00 f 2267203 S 96,316.03 S 9631600 All 040141 WE..866 pricing 48'RCP 906 LF 4 186,36.00 1132.5 3 47.06 5 53198.00 f 47.030.00 1 287326.% S 2473776.00 AB maaul reflects n*mlpc've 40-RCP 495 LF 5 160.748.00 660 6 47.06 6 31.31.00 5 21.41800 f 219,347.00 f 219147.00 AOmmv1,eam.dme,picng 72-RCP 238 LF S 13154500 382.3 S 47.06 5 18,00920 S 15.907.00 $ 160,459.% S 160459.00 All OnaulMims dole[coking Was Amu pwn3 011.1•5015 5161 7.46 RCP % LF S 2.93100 3334 S 47.05 4 1269.00 3 1.187.00 S 5,889.00 $ 5489.130 All 8803.61 tee1a corm.ping 411-RCP 133 IF t 71.77900 727.1 S 47.06 f 10,31320 5 946200 3 9895100 5 98961.80 AOmnmal'dens 1ma0nlec04 96'11CP 415 IF t 256355.00 1271.23 f 50.41 t 64,06400 S 76895.00 6 397.31400 3 197334.03 AR mceiolrt60onmm pm. /LJ as DIM. 359 CY S 4.14000 162.6 f 4935 S 2.01,00 5 10974.00 S 23,139.00 6 23,739.09 All moteia.90e3a mmm,pang 809144¢18 436 LF f 71.31100 33.9 f 489 S 1,63700 f 781.00 S 35,791.00 5 35,790.09 AO movie 3efma Man*um. Atem.(1.1.16 1361.19145 54) 24-RCP224 LF 5 13.139.00 14934 t 47.06 3 7,025.10 5 6109.00 S 2637100 S 2637600 AllmaeAal rtfe0.vm0604005 60-RCP 93 LP f 30107.00 124 f 4706 S 3.836.01 f 1155.00 4 41.196.00 3 41,190.% All m(Oiamflods mm 631.1,9 7Y RCP 1026 LI t 611031.% 2434.66 S 4706 6133%.00 5131114.% f 1,02247500 "51,027,873.00 All mavial mac.oar®plc.. 150e(0911 24.RCP 865 LF 3 1113.780.533 5 217.780.511 Pipe Under Coavact(Base Bid 1603-8) 16'RCP 28 LF S (3,077.90) f 13277901 Pipe Maroon.(Rue Bid&CO1B) 48.3 RCP 3492 LI S 1616.760.01 f 16.3.760.001 Pipelk20Cannace(Bue0i6&CO 3-B) 60'RCP 90 19 s(1311+4'.1'11 3(165.070171 Pipe UndeoCe9et(Rue Bid&CO IB) 1633' 3 1.1 5 3171606213 t II 6.'_41 Pipe UndaCamact(BvoBld&CO}B) 16'RCP .343 II 0("'6'.511 5 02'262,11 0.p Uod71m6001301e BMl CO 371) Dniaa32 S3Tuctmes S...4113,414.-4046. 50.2.1 Tv.1,2,45.611.F OMY 87 FA 5 218610.00 3160 S 47.06 5161.77601 514461100 f 527,05800 9 527.058.00 611.721413711206.7.7.priciup Roam,33'!C Strumae Type 4,6®610 7 FA t 21.96200 280 f 47.05 5 11.31700 S 11640.00 5 48,799,00 3 45.19900 All masa ae0eu..1 pricey 95ndbya I':e'-e'.6'.BYS•-5'aS Structures Typ 861 00417 26 30 3 145219.00 2140 f 48.76 f111009.%-3110111.00 f 369.86900 3 169969.00 All material rclleo4current pavily Rae.Y,7,1&I1 50umoa T.5,30017 6 EA 5 37,113.00 320 $47.06 5 15,436600 5 13303.% S 65,501.03 f 65361.00 All romulae0ma...pimp 5045a30 CN'-6'64-407 Structure Type 61,11 A G 21 FA S 71,140,00 1610 f 4306 S 79,055.00 S 69932.% 5 223,64700 5 227.647.00 All 5..91reflects oma 631[109 613'35,14754' Smsae119661,11AF 8 FA 5 11,638.00 720 t 48.76 S 35.107.00 t 33.918.00 S 49346100 4 103.66100 AO roma.ac001eammpic5y 50953n3v1148'.13'412' S.M.576617 4 FA S 67,13500 360 f 48.76 S 17,554.09 3 16.959.% S 10214800 1 102148.00 All 130e6a060e03m11m pang Snna.a Credit P.9 Cach8Mio 25 F (_30.56.171 3 120/1639/Pipe Ueda Cow=plaeHidtt CO3-BI (660 R,.:.. FA 319.690051 5 11509505,Pie L'de CO3o61031**Bid&C019) 1-7 Cilah Bata 1 EA 3099623 5 51323:1.(4)pi,Undercnmm(Rase Bid!CO 3.61 19044139.1, 1 FA _1_111 5 011.;22.91,pipe Um.Cman(B1Bq&CO 3E) 1,7 f6,6Rhin (59949 21. 31 Pipe Ueda Camu3(040BNl CO 1e1 1-91Itch Bavm FA 3194.95911) t11 P18e21012rCm9M1(Ba3B34&CO3431 0 1,191310 1.0 (52+.51%, 5 10.1511)Pie 11054 Camat(ewe Bid&CO3.B) 9311 Rami 1 IS 1109.963673 5 1134.565413 Pipe UndeCcrosl(Bale Bid.1 C07415 .n61116Ie 10 (16.118511- 5 11667973 3 Pip 1.135.3Cn@a1(B.LBN&CO LEO 5 143201409 81369 6 341.71200 9 36892400 5 2144650-00 5 2.546.20501 5145m0em51O033 5 30%Mab.5 145465.00 109%Bond&4vaaln 5 363630 TOTAL,$306533536 Page 1179 of 1884 Ric-Man Construction Florida,Inc. 05/1 fft Mbit A 12:08 05012021 West Ave.091 N-Drainage Complete 60% Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 100 Lincoln Court Takeoff 1.00 LS Bid: 1.00 LS Mh: 200.66 Shifts: 2.5 Mh/Un: 0.6666 Un/Sh: 120.0159 31.37 52.75 5.90 27.71 117.73E Mh: 6.40 Shifts: 0.1 Mh/Un: 0.8000 Un/Sh: 100.0000 37.65 199.39 6.15 33.26 276.45 .t.U�N.,yr::._ � TRtiMIW_ - - M'Sys ,.�`.'14- '4s.'-� Mh: 2.42 Shifts: Mh/Un: 0.6050 Un/Sb: 29.86 56.25 '40.46 126.57 # 1�. � � a�.��,}�=;�± -' ..,-�- M 'x.3$ ,7*' .,.,y� st�_�r^�t�_��. �-4-.`{ ' ...._ _ yeti�l.T. -.� Mh: 1.34 k Shifts: 0.0 '� Mh/Un: 0.1675 Un/Sh: 307.6923 8.11 14.04 3.90 26.05 **********Biditem/Category 100 ********** 9,929 17,586 2,049 8,800 38,364 Mh: 210.82 Mh/Un: 210.8200 9,928.99 17,586.01 2,049.00 8,800.15 38,364.15 *** 110 14th Terrace Takeoff: 1.00 LS Bid: 1.00 LS Mh: 248.00 Shifts: 3.1 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.90 27.71 117.75 **********Biditem/Category 110 ********** 11,671 19,624 2,196 10,310 43,802 Mh: 248.00 Mh/Un: 248.0000 11,671.43 19,624.47 2,196.00 10,309.95 43,801.85 *** 120 14th Court Takeoff: 1.00 LS Bid: 1.00 LS F Mh: 251.34 Shifts:3.1 Mh/Un: 0.6667 Un/Sh: 120.0255 31.38 52.75 u 5.90 27.72 117.75 **********Biditem/Category 120 ********** 11,829 19,888 2,225 10,450 44,391 Mh: 251.34 Mh/Un: 251.3400 11,828.65 19,887.99 2,224.80 10,449.63 44,391.07 *** 130 Flamingo Way Takeoff: 1.00 LS Bid: 1.00 LS Mh: 130.66 Shifts: 1.6 Mh/Un: 0.6666 Un/Sh: 120.0245 31.37 52.76 5.9I 27.71 117.75 **********Biditem/Category 130 ********** 6,149 10,340 1,159 5,431 23,080 Mh: 130.66 Mh/Un: 130.6600 6,149.12 10,340.29 1,159.20 5,431.02 23,079.63 *** 140 15th Street Takeoff: 1.00 LS Bid: 1.00 LS Mh: 336.66 Shifts: 4.2 Mb/Un: 0.6667 Un/Sh: 120.0095 31.37 52.75 5.90 27.71 117.75 **********Biditem/Category 140 ********** 15,844 26,641 2,982 13,995 59,461 Mh: 336.66 Mh/Un: 336.6600 15,843.93 26,640.51 2,982.00 13,994.94 59,461.38 *** 150 15th Terrace Takeoff: 1.00 LS Bid: 1.00 LS �T -Mh/Un: 0.6667 Un/Sb:120.0000* Mh: 592.00Shifts: 7.4 31.37 52.75 5.91 27.71 117.75 **********Biditem/Category 150 ********** 27,861 46,845 5,244 24,611 104,561 Mh: 592.00 Mh/Un: 592.0000 27,860.82 46,845.49 5,244.00 24,610.85 104,561.16 *** 160 16th Street Takeoff: 1.00 LS Bid: 1.00 LS ISI ._ - ---W-'--::''''f.- - . F _> Mh: 307.34 Shifts: 3.8 Mh/Un 0.6667 Un/Sb: 120.0208 31.38 52.76 5.86 27.72 117.72 n Mb: 285.60 Shifts: 3.6 Mh/Un: 0.8000 Un/Sh: 100.0000 37.65 179.67 6.09 33.26 256.66 **********Biditem/Category 160 ********** 27,905 88,464 4,877 24,651 145,896 Mh: 592.94 Mh/Un: 592.9400 27,905.07 88,463.58 4,876.80 24,650.76 145,896.21 *** 170 Lincoln Terrace Takeoff: 1.00 LS Bid: 1.00 LS Mh: 88.66 Shifts: 1.1 Mh/Un: 0.6666 Un/Sb: 120.0361 31.37 52.76 5.92 27.71 117.75 **********Biditem/Category 170 ********** 4,173 7,016 787 3,685 15,661 Mh: 88.66 Mb/Un: 88.6600 4,172.50 7,016.49 787.20 3,684.98 15,661.17 Page 1180 of 1884 1 Ric-Man Construction Florida,Inc. 05/140k/ A 12 :08 05012021 West Ave.091 N-Drainage Complete 60% Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total *** 380 38 Lincoln Road Takeoff: 1.00 LS Bid: 1.00 LS Mh: 340.00 Shifts: 4.3 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.90 27.71 117.75 Mh: 119.20 Shifts: 1.5 Mh/Un: 0.8000 Un/Sh: 100.0000 37.65 179.67 6.09 33.26 256.67 - r -F,�i =rY�-: - 1 cs �i�v : .:�:� ,..:IFS � ..- -.±� +- ..._ ; z_.:e. � .�'' �<= �� Mh: 136.72 Shifts: 1.7 Mb/Un: 0.7272 Un/Sb: 110.0059 34.23 211.68 4.50 30.23 s 280.64 aVr z 4 rr ;ti,,ti. ;. --. lPff art. r.. .G.�- W-1,?-=;i0,- Mh: 493.34 Shifts: 6.2 Mh/Un: 1.3334 Un/Sh: 60.0065 62.75 436.42 4.72 55.43 559.32 **********Biditem/Category 380 51,263 254,946 6,509 45,284 358,002 Mh: 1,089.26 Mh/Un: 1,089.2600 51,262.99 254,945.71 6,509.10 45,283.98 358,001.78 *** 390 39 Bay Rd.(Lincoln Rd.to 14th St.) Takeoff: 1.00 LS Bid: 1.00 LS .%-� ..� � {a.��SraPs-ee�.u.� `ter. Mh: 660.00 �rs Shifts: 8.3 Mh/Un: 1.3333 Un/Sh: 60.0000 62.75 320.34 4.40 55.43 442.92 Mh: 382.66 x Shifts: 4.8 Mh/Un: 1.3333 lUn/Sh: 60.0042 62.75 436.42 4.50 55.43 559.09 Mh 545.34 Shifts: 6.8 Mh/Un: 0.6667 Un/Sh: 120.0117 31.38 52.75 5.90 27.72 117.75 -"-- '�`f Y - .._.`Wge.t`<. _ ' :%T:I;.aM.i'•'i IEZIL- .'$' - ,;5 :o L?. ff; Mh: 1,132.50 Shifts: 14.2 Mh/Un: 1.2500 Un/Sh: 64.0011 58.83 201.81 4.54 51.96 317.14 **********Biditem/Category 390 ********** 128,033 509,812 12,407 113,097 763,348 Mh: 2,720.50 Mh/Un: 2,720.5000 128,032.62 509,81 t.74 12,407.10 113,096.83 763,348.29 *** 395 West Ave.(North of Lincoln Rd.) Takeoff: 1.00 LS Bid: 1.00 LS Mh: 33.34 Shifts: 0.4 Mh/Un: 0.6668 Un/Sh: 120.1923 31.38 52.75 5.90 27.74 117.78 Mh: 227.63 Shifts: 2.8 Mh/Un: 0.7273 Un/Sh: 110.0176 34.23 247.19 4.50 30.23 316.14 MION ,...r,. f M. "may F:._ t'V.= Mh: 1,271.25 Shifts: 14.1 Mh/Un: 3.7500 Un/Sh: 24.0000 189.04 746.13 10.08 226.83 1,172.08 Mh: 162.60 Shifts: Mh/Un: 0.6000 Un/Sh: 29.61 17.86 -.-.40.12 87.60 NAW . . rM .A.311P ` tl. EWn {{ Mh: 33.90 Shifts: 0.7 Mh/Un: 0.1000 Un/Sh: 500.0000 4.83 98.45 2.31 105.58 **********Biditem/Category 395 ********** 86,028 366,320 9,960 99,400 561,708 Mh: 1,728.72 Mh/Un: 1,728.7200 86,027.91 366,319.73 9,960.10 99,399.80 561,707.54 *** 400 40 West Ave.(Lincoln Rd.to 14th St.) Takeoff: 1.00 LS Bid: 1.00 LS Mh: 149.34 Shifts: 1.9 Mh/Un: 0.6667 Un/Sh: 120.0429 31.38 52.75 5.90 27.72 117.75 Mh: 124.00 Shifts: 1.6 Mh/Un: 1.3333 Un/ rs Sh: 60.0000 62.75 320.34 4.46 55.43 442.98 :$&`11. T.. _� -' _ i...:-- ..._ �-. I .- £ ice._ .4_ :X -4Lg ,..2:,t-rte.',6 _=rte _',''�..:.f£u �; 'Mh: 2,434.66 Shifts: 30.4 Mh/Un: 1.3333 Un/Sh: 60.0007 62.75 436.42 8.32 55.43 562.91 **********Biditem/Category 400 ********** 127,444 838,504 16,922 I12,578 1,095,449 Mb: 2,708.00 Mh/Un: 2,708.0000 127,444.44 838,504.17 16,922.10 112,578.00 1,095,448.71 *** 501 32c Additional Structures Takeoff: 1.00 LS Bid: 1.00 LS --a..: 1 M3VRE.-._ '.'�J9 'Ssf*•kenn t 'r{ --%-: .-.,..i' _ - :; F.'--,. -4 yy"4 81 ,..1, ' Mh: 3,480.00 Shifts: 43.5 Mh/Un: 40.0000 Un/Sh: 2.0000 1,882.49 2,332.75 180.00 1,662.90 6,058.14 Mh: 280.00 Shifts: 3.5 Mh/Un: 40.0000T Un/Sh: 2.0000 1,882.49 3,246.01 180.00 1,662.90 6,971.39 sillidT', XINOWM11414WfealkiWESAIATO_LWIASIMAMPARfi2.1-7..-CPS-TE Mh: 2,340.00 Shifts:26.0 h/n: 90.0000 Un/Sb: 1.0 4,388.38 5,417.67 1 V 4,239.71 14,225.76 Mh: 320.00 Shifts: 4.0 Mh/Un: 53.3333 Un/Sh: `1.5000 2,509.98 6,009.59 180.00 2,217.19 10,916.77 Mh: 1,680.00 Shifts: 21.0 Mh/Un: 80.0000 Un/Sb: 1.0000 3,764.98 3,569.50 l+elTE y 180.00 y 3,325.79 10,840.27 F ':�, 5fas-. l'R ftgkt -f�.:.... V a�. ..i Cgl,',' n%1_� zFv.., r e• Page 1181 of 1884 2 Ric-Man Construction Florida,Inc. 05/1FAlli bit Al2:08 05012021 West Ave.091 N-Drainage Complete 60% Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC firs/Shift Labor Material Matl/Exp Ment Contract Total Mb: 720.00 Shifts: 8.0 Mh/Un: 90.0000 Un/Sh: 1.0000 4,388.38 4,149.80 180.00 4,239.71 12,957.89 WitaffE7:'MriToiiijWlr*_*tikMs4Vega :rj,TtVgiM'Ielf:AWZ;ifkkPgfgtIRZIP--'----MW,RZNZTTT;2_Wlirl;::WfeMlgZPPri Mh: 360.00 Shifts: 4.0 Mh/Un: 90.0000 Un/Sh: 1.0000 4,388.38 16,753.73 180.00 4,239.71 25,561.81 **********Biditem/Category 501 ********** 437,837 577,762 28,620 400,566 1,444,784 Mh: 9,180.00 Mh/Un: 9,180.0000 437,836.68 577,761.55 28,620.00 400,565.87 1,444,784.10 Mb: 19,877.56 ***REPORT TOTALS*** 945,965 2,783,748 95,937 872,857 4,698,507 N =Activity not adjusted to bid quantity Page 1182 of 1884 3 Exhibit A ter'~aerie. West Avenue North-1:091 Pomp 0000-9451 5/10/2021 Ta. QIS 910 945004640. .05.1564 LA hoe FAM5.6. 60.1.141 Q}IW TO161 De04 No. MN Ws TOW Pump 51135665 17045094 Redesign of Pump Su0O 1 IS 152.94020 $ - f • S • 157.50060 152300.00 5005.BYa.e Lim.12061 P.M.0060493 1 1S 4421704 4421704 44.21704 1700246.66.44 1 1S 174.46632 156.468.6 114.4432 SNmnrtrte 84.604136 6epLSJFexl66 Fee.16 6 420 LP 8.100.00 1,400.00 440560 5O1 EA 10.00060 00000 1 2 4044 46 17.SP.M.Area I LS 15.000.00 15,0%60 15,006.00 605609440 1 LS 5.00000 5.0000 Sider.,P. 3200 SF 10%0.00 30=01 30.20000 T:Removal 1 IS 5100.00 1600.00 5.00000 001119414.401 534011e494u00 I LS - 122000 100 S 48.66 14.60460 14.0600 19.90.00 50.60.. 6MIy lama Wily Pam. 1 LS - 960.00 _4 5 4556 11.60.00 11.10000 21.752.65 •1.152.00 1.4511.1111✓ 29313147. L16 1611 SV 34.920.00 24.926.00 24.92660 59i4i944 54113005016 Sm 64.108610. 1000 SV - 537500 14 L 4.68 1.762.00 6311% 22.76.00 21168.00 MOT 00 SI.A Wm wee. MOT 1754446 West Ave. 1 LS 7300.00 10300.0 880 S 14.79 14,139.00 14'0000 4139.00 6313400 PIM..56+.61410549000 61.618.99Sae..640900 )400_ SF 211.410.00 1`1130 5 Ode 54410.00 1105100 152,945.00 15;56360 0656 k Maur 4P IF 14100.% - 14700.00 14300.50 FIN 6.412 )PL Vs6 1 15 - 171.600.50 • 171,600.65 171.600.00 Tram Bre CORvdm 10430 5100 SF 17909900 10.31500 0% f 428 56.961.65 112,91100 ]11218.50 381258.00 T.ra6s94tld11e6n01041.atim 100 05 - 1.15100 100 5 468 14301.0 1).0660 32.94.00 12.34153 94•8418_i64fO lI TON - _ 11,14600 ISO f 44 0.162.00 8])1.00 30229.20 30.19.00 be44mio6 1 IS - 16274.20 200 6 5036 10131.00 4.611.00 11,11.00 31.1100 01•064011.el0r 065 pmOm ever B4200 . 0. SiSF 1115.% 4 60 5 28 3019100 15-}5162 ®1.129 1 0 110.0 % 00 64®45411 100 CV - 118200 144 3 438 7.010.00 120020 169100 10.99100 1160001me-SDoe 400 CV - 2.889.00 300 S 431 11.601.0 11.81150 312029.05 11.35340 2640511 91444u5. 400 TON 10 11.6 .00 140 f 4.66 6761% 131100 28,76300 24400 1 110.44.8 I IS - 1637400 126.61 5 50.66 661420 292100 21,110.340 25.11000 1'5640 W40614e91.RO. CreLS 111-7420.001119000% .% Ti 1 2190003 e-1101 m Sme Wall YI 800.61(17650 80 LS 3.100.00 1100.00 240 L 4.68 11.4120 833100 3451400 1135810 1Le C01166.050300 12 CY 150 .00 412128.00 640 L 456 30.769.00 2E761.00111258 00 111.35800 0 T�mie$ 20 CY - 2,18:.65 15 46.64 7.010.00 616500 16651.00 1641-00 2..111 1 LS - 6360 0.4 1050 S 5130.00 1.14.0 10.12054 19321.05 64'B61r151. 8464)096a Pipe 46 LF 641.918.01 11125 5 e230 66909.00 89,0200 006.749.00 60674.00 0650 9405100 159 CY 6.41500 21136 5 53.57 11.109.02 1414.0 11.99140 31.99100 96541401 455 13 44361.00 45 4 50.67 228060 1,039.00 47.510.00 47.510.00 p Val. 4456.1. 4 14 S . S 03.11v11 S 9 . S 1:414841.10, 5 (I Ona n),61,F0.VY4m r AV 6.40010/04 S - _ - 0 56010561 f • • - Neuls , f - - 0 .71.01f • - - • 190.. 000= 4 SF 5 - S - 6 6 49.4 S 3.96105 f 1,791.00 S 5.75400 f 3554.% 900.491 Wm Am 04140.614960017. • 141II6045301 MM. 3100 SY 4 9.930.00 S 4 f L 9.910.00 f 9.0.94.% Read 07.00 1110 ST 5 • f 6691.65 Ill S 51.06 L 67400 f 5365.00 S 1900100 f 19.001.00 Pei1 1310 ST 5 4935000 6 • S - f - f 431000 f 49.650.00 362pmf065051024 1 LS f 123%00 f - S - f - f 12.100.00 5 12.5000D 8460-110,Spam Credits • LS S • S 16..1. S . S - 5 162.5x4001 5 074 22001 Pipe 07E0 $ 876891.16 5 5.23062.00 9465.97 S 450.99100 542166.00 S 2.102114 S 4884211.4 85m0n4OmS.b%5 464457 2011 LVO Mob.S 21253460 16416 kind 611..m5.S 4310613 70144 6 1.650900 • Page 1183 of 1884 Ric-Man Construction Florida,Inc. 05/1E0 i bit A14:00 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 11 CES Engineering Takeoff: 1.00 LS Bid: 1.00 LS --f40Wita:41441,4gifigt#00 : 1:4;i41,i'gf :1:71=7fWW:11.:':,:1W- : :::'' :':: ;*-.-'':'::,1 ::. :',:rY''".:441.10G/.:';:-,•'-:1:1'..- -.;';,: A;; ..4 Mh: Shifts: Mh/Un: Un/Sh: 152,500.00 152,500.00 gaRk.r1igaktfitftittaa-40f :T6Wr50waMLLi--,r±i-'4,!''';-,',--,':.t,: :,::7 :-;;:2:-,W-:,:i :•,ilNt4lt,2E-4-ASMEIX Mh: Shifts: Mh/Un: Un/Sh: 44,217.04 44,217.04 ifMgetiNin---t::=JPWRNtt*f4*V:7Mgif44%F.UUIV:, , :AK'Z: :--'=,r-ZL-,_ zO::','-.t-,:tVriliV-ai .Ate,?Vijt-:M.iilWnjMWgt Mh: Shifts: -Mh/Un: Un/Sh: 174,468.32 174,468.32 **********Biditern/Category 11 ********** 371,185 371,185 Mh: Mh/Un: 371,185.36 371,185.36 *** 12 Sidewalk/tree removal/Landscaping/Fencing Takeoff: 1.00 LS Bid: 1.00 LS --; :4-='.-2;112xtREVIrw..1Z-VAWFMMARY,WL'irmiszITIMFARIE - Mh: Shifts: Mh/Un: Un/Sh: 20.00 20.00 -± ,;-724-,----;-=_ xl,a‘-----4,27:4-temoftgluezmiyALrw7g-graigtoolmez=itz_AI s1fl S5 Mh: Shifts: Mh/Un: Un/Sh: 10,000.00 10,000.00 i :t&t: -- Mr-7 -;51-i7S -2 -5--4---* ----',175.- Mh: Shifts: Mh/Un: Un/Sh: 35,000.00 35,000.00 -i,TZ-_7-I V.7..1--.'3 :4;4;il,faVitOMMWSVM9SZVI4L-ZZ.''r-='-._, W Mh: Shifts: Mh/Un: Un/Sh: 5,000.00- -5,000.130 MAIW-1-0,--4-,A1171a,;- PIONOWIttl:4#670,4•07V;i;WilizIA9AtirialatitATMAILP--,MIN Mh: Shifts: Mh/Un: Un/Sh: 10.00 10.00 WAVNIkI*10-WM-a-Nct:!:7:73.1A--='MXWMOMAMti14.:ei-Agie:-YLAl:1: 7:'-W-3TAWi'WrgSilliNfkfM0 Mh: Shifts: Mh/Un: Un/Sh: 5,000.00 5,000.00 **********Biditem/Category 12 ********** 93,400 93,400 Mh: Mh/Un: 93,400.00 93,400.00 *** 13 Utility Relocatopn Takeoff: 1.00 LS Bid: 1.00 LS Aqf-M-TkiMtillf-M--tsfaZM_UNAKMLgN:::AK-likW;;::;fisit:NfW':itki4AaW',QQAfIkrii:zsZ;a-;;tMM Mh: 300.00 Shifts: 5.0 Mh/Un: 300.0000 Un/Sh: 0.2000 14,603.93 1,200.00 13,885.80 29,689.73 **********Biditem/Category 13 ********** 14,604 1,200 13,886 29,690 Mh: 300.00 Mh/Un: 300.0000 14,603.93 1,200.00 13,885.80 29,689.73 *** 14 Utility Removals Takeoff: 1.00 LS Bid: 1.00 LS i *LtkffiAlt.-Mirgt4AfFii*ft-:7,..:AbiaMEWPARNAMOVItOCAOCif4';!:;:nOW:. ;-•:',:,:- ::';:,,'N.::1•*5W$A1 :24:17-itkitkiiAigAVAkATO Mh: 240.00 Shifts: 4.0 Mh/Un: 0.2892 Un/Sh: 207.5000 14.08 1.16 13.38 28.62 **********Biditem/Category 14 ********** 11,683 960 11,109 23,752 Mh: 240.00 Mh/Un: 240.0000 11,683.14 960.00 11,108.64 23,751.78 *** 15 Paving Parking Lot Takeoff: 1.00 LS Bid: 1.00 LS :§f-1h----,=,f5a2:41.7 .-_,-.1 =,-!_ . 2 -- -- 3'2We Z5 f'2',,'-7--- ; r-- :1;: MliT Shifts: Mh/Un: Un/Sh: 15.47 15.47 -.•-.1,-'.c=r-:.7.'",-:-.- -,..7-':` Y--- --I _TY: :7:MY!'a-sALyfi: :t.',IVY:. -",k04 ,, -,:-.-- -,-- -i- --,-. 71..-,,- - Mh: 180.00 Shifts: 3.0 Mh/Un: 0.1800 Un/Sh: 33373333 8.76 2.68 3.00 8.33 22.77 **********Biditem/Category 15 ********** 8,762 2,675 3,000 8,331 24,926 47,695 Mh: 180.00 Mh/Un: 180.0000 8,762.38 2,675.00 3,000.00 8,331.48 24,926.30 47,695.16 *** 16 MOT 17th St.&West Ave. Takeoff: 1.00 LS Bid: 1.00 LS --.4-;',..14-f-1A-V5--';''Y.--Z'WgtMi Mh: 880.00 Shifts: 1VIh/Un: 880.0000 Un/Sh: 34,139.46 10,300.00 13,200.00 7,500.00 65,139.46 **********Biditem/Category 16 ********** 34,139 10,300 13,200 7,500 65,139 Mh: 880.00 Mh/Un: 880.0000 34,139.46 10,300.00 13,200.00 7,500.00 65,139.46 *** 17 Platform Screening&Support Takeoff: 1.00 LS Bid: 1.00 LS ':t-;,..;7,77F.,_m k1,2-1.'. Mh: 1,200.00 Shifts: 20.0 Mh/Un: 0.3529 Un/Sh: 170.0000 17.18 81.61 5.02 103.81 MI4Eff7;-Xiti:Aii-tii*R-5-M7417- 21-ININCAIWT.Wi;: g.M,:w]i,:-MizA74i.-FW341-_ g,-EzilimtimoftraMM Mh: Shifts: Mh/Un: Un/Sb: 35.00 35.00 Page 1184 of 1884 Ric-Man Construction Florida,Inc. 05/1 FM'bit A14:00 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 17 ********** 58,416 277,478 17,051 14,700 367,645 Mh: 1,200.00 Mh/Un: 1,200.0000 58,415.76 277,477.75 17,051.20 14,700.00 367,644.71 *** 18 FPL Vault Takeoff: 1.00 LS Bid: 1.00 LS 40W Mh: Shifts: Mh/Un: Un/Sh: 171,600.00 171,600.00 **********Biditem/Category 18 ********** 171,600 171,600 Mh: Mh/Un: 171,600.00 171,600.00 *** 19 Transition Box Takeoff: 1.00 LS Bid: 1.00 LS ��.= "t4ft_.: •.y - ___ Tr_- •__x z _-,'-'•"--3'•_.'-'.._-'; #.._rs= _ Sr Pw . Y Mh: 1,760.00 Shifts: 22.0 Mh/Un: 0.3259_ Un/Sh: 245.4545 15.73 2.48 20.91 31.48 70.60 17 ` - nm --, t,; #-n_,(4t -4-�L ,ee.-"�,• -- mgoc ,.,A ; s - Mh: 300.00 Shifts: 5.0 Mb/Un: 0.3750 Un/Sh: 160.0000 18.25 4.82 17.36 40.43 Mh: 180.00 Shifts: 3.0 Mh/Un: 0.5625 Un/Sh: 106.6667 27.38 16.05 25.00 26.04 94.47 �71 - _ :.--5";.7-7 -71_1•1';'1.---1 .---'41, .rG."Ev ::-' 7£.r .. St . :_.. _� +Seeil+Rt-�:_ Mh: 200.00 Shifts: 4.0 Mh/Un: 200.0000 Un/Sh: 0.2500 10,131.36 16,374.36 4,616.68 31,122.40 **********Biditem/Category 19 ********** 118,466 38,737 8,000 139,749 170,000 474,952 Mh: 2,440.00 Mh/Un: 2,440.0000 118,465.60 38,737.36 8,000.00 139,749.19 170,000.00 474,952.15 *** 20 Dissipator Receiver Box Takeoff: 1.00 LS Bid: 1.00 LS Mh: 640.00 Shifts: 8.0 Mh/Un: 0.1524 Un/Sh: 525.0000 7.36- p� -.: P;E'5 3.18 8.54 23.81 42.89 ,ir - s -.._ em SII[.. a - ;•M`- .4c'RYfiegg. Mh: 144.00 Shifts: 2.4 Mh/Un: 7.2000 Un/Sh: 8.3333 350.50 139.10 360.01 849.60 - it ._.AK _. V_ v. - - WSrCf-.Ain _- _ YAlagi,.-�'..: ._._ Mh: 300.00 Shifts: 5.0 Mh/Un: 0.3750 Un/Sh: 160.0000 18.25 3.61 17.36 39.22 WvSiw'-_ e4-!- ' 4 _ __ .tea .. .i+�--�-7�......,... ._ :: agl#M:__ .. - Mh: 180.00 Shifts: 3.0 Mh/Un: 0.4500 Un/Sh: 133.3333 21.91 16.05 13.13 20.83 71.91 A Mh: 126.61 Shifts: 2.5 Mh/Un: 126.6100 Un/Sh: 0.3949 6,413.53 16,374.36 2,922.36 25,710.25 **********Biditem/Category 20 ********** 67,687 41,840 5,250 68,197 100,000 282,974 Mh: 1,390.61 Mh/Un: 1,390.6100 67,687.16 41,840.36 5,250.00 68,196.54 100,000.00 282,974.06 *** 21 17th Sea Wall&Lincoln Rd. Takeoff: 1.00 LS Bid: 1110 LS -_�� WAW!-_ _- x ��;iig..r r__'- -` rte .-_�._ rtav.:: �.' �..,��-_.:.�_ __ ,..�:� _-.. NO Mh: Shifts: Mh/Un: Un/Sb: 19,000.00 19,000.00 ::,, mf _N - Mh: 240.00 Shifts: 4.0 Mh/Un: 3.0000 Un/Sh: 20.0000 146.04 133.75 3.75 104.14 43.75 431.43 M -MVit'A'='nom.-NO _ � 3 .: a - -.. Y _ �._ a-r Mh: 640.00 Shifts: 5.0 Mh/Un: 53.3333 Un/Sh: 2.4000 K 2,564.12 3,602.33 1,813.40 1,300.00 9,279.85 -� -.Y ;r - _ 4,a__ 5, :` _ sem- -_ _ _ Mh: 144.00 Shifts: 2.4 Mh/Un: 7.2000 Un/Sh: 8.3333 350.50 139.10 333.26 822.85 Mh: 50.00 Shifts: 1.0 Mh/Un: 50.0000 Un/Sh. 1-.0000 2,532.82 6,634.00 1,154.17 10,320.99 **********Biditem/Category 21 ********** 51,995 63,344 -18,700 37,912 19,100 153,651 Mh: 1,074.00 Mh/Un: 1,074.0000 51,995.25 63,344.00 -18,700.00 37,911.63 19,100.00 153,650.88 *** 22 84"Hobas Pipe Takeoff 1.00 LS Bid: 1.00 LS Mh: 1,312.50 Shifts 18.8 Mh/Un: 2.9167 Un/Sh 24.0000 153.13 1,439.88 199.76 1,792 78 - _ - mi, �, - -.. is.u. _.: -ems.F .Yir �- - ?^It4w:. aw Mh: 211.86 Shifts: Mh/Un: 2.6483 Un/Sh: 141.86 80.94 177.10 399.90 Mh: 45.00 Shifts: 0.9 Mh/Un: 0.1000 Un/Sh: 500.0000 5.07 98.20 2.31 105.58 **********Biditem/Category 22 ********** 82,538 692,139 6,475 105,099 886,251 Mh: 1,569.36 Mh/Un: 1,569.360082,537.65 692,139.13 6,475.00 105,099.06 886,250.84 Page 1185 of 1884 2 Ric-Man Construction Florida,Inc. 05/1E0 i b it A 14:00 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total *** 23 60"Flap Valves Takeoff: 1.00 LS Bid: 1.00 LS Mh: Shifts: Mh/Un: Un/Sh: 2,500.00 2,500.00 **********Biditem/Category 23 ********** -10,000 -10,000 Mh: Mh/Un: -10,000.00 -10,000.00 *** 26 PLatform Takeoff: 1.00 LS Bid: 1.00 LS 440#*.13V;:g1N4igit,tiegRiZt-igWWC§frAtVO :--,::'7-404SV '::.,'•'::"'::'---'--;:-"•1-.1'': Mh: 80.00 Shifts: Mh/Un: 1.6667 Un/Sh: 82.56 37.31 119.87 **********Biditem/Category 26 ********** 3,963 1,791 5,754 Mh: 80.00 Mh/Un: 80.0000 3,962.68 1,790.88 5,753.56 *** 27 Restoration West Ave.from Lincoln Rd.to 17Takeoff: 1.00 LS Bid: 1.00 LS Mh: Shifts: silhiUn: Un/Sh: 3.00 3.00 NIMEASWPANWORKWIMM;.. -.St1,---:=-- -::=: ::: *---24-WinfreariMsWititaarta*..W.litr'2",0,-,MICZTINM., VMA Mh: 132.00 Shifts: 3.3 Mh/Un: 0.0400 Un/Sh: 1,000.0000 2.04 2.03 1.69 5.76 -A- Mh: Shifts: Mh/Un: Un/Sh: 15.00 15.00 AtWinm,4:gf 'S'tafAt-.,;-fi___ :--_,a:L. WftNWigaMaVlkrtftfl-gfi*:r-Of;*_YZVR-ia-U.IggtfrAKSI Mh: Shifts: Mh/Un: Un/Sh: 12,500.00 12,500.00 **********Biditem/Category 27 ********** 6,740 6,698 5,563 72,080 91,081 Mh: 132.00 Mh/Un: 132.0000 6,740.05 6,698.20 5,562.97 72,080.0091,081.22 *** 28 Header Pipe System Takeoff: -1.00 LS Bid: -1.00 LS 28.01 Header Pipe System -1.00 LS F6319A 50 10.00 -62,534 -62,534 Mh: Shifts: Mh/Un: Un/Sh: 62,534.00 62,534.00 **********Biditem/Category 28 ********** -62,534 -62,534 Mh: Mh/Un: 62,534.00 62,534.00 Mh: 9,485.97 ***REPORT TOTALS*** 458,993 1,122,912 315,136 421,887 673,306 2,992,235 N =Activity not adjusted to bid quantity Page 1186 of 1884 3 Exhibit A east711 pc.re. Wet Avenue North-091 Wee 51740412 6365 5/4/2601 QI7 069 5.6057.9245- 414211 4547 4,p.. 64.14440 0134.17491 6074 610112 408 Ave 1601 Ge4916Cond 4. 609141003611 1 9 5 • 5 124210.60 676 5 3474$ 108,275(6 S 7,4%45 3 726500 6 323200 59e.I0•.657ank 6114 19 • 40 8.3 114649 • 90 l D 40 S 47. 6.67103 9,110(6 16,615.02 17910199 l5 CY - 16,08103 15167$47.4 613600 9071.3 33,17900 31.17903 64 7510 06888.) 1 0 4 0060 40 S 47.64 24419(6 4,660.3 102.44900 10116664 • 757315472444 4 - 6,4196 140 S 47.64 6,6)000 511003 2111160 611300 0020012 SA • - 35$74.4 166100 1.17703 141.45 9911.40 59447 11 935000 - - 5750.03 .75113 57403 0▪ 4u.514 . 4 4 15 l51100 - 1 946 361.0107061 - 6781.76 70$47. 3115.00 4,555.00 11 4 61200 .6330 01.01.8.991 81349 .0.15 - 3600 5 744 60 161359 , 575.519.60 57551900 11659500 116.595.60 13659500 4036 119600 41 1501000 57,64]6 - - 63,546.36, 6351636 367284 750 CY 66463 - - • 7954 645402 P9up 150 C• 1572100 _ - • 10.72100 0. 3 103 711 m 7.406.558 as Tleae787.840 $ 4,6113 11,59140 36900 17 06.310.14 I 7447 m 245 u. 1341 S 44 )05960 9.87103 ,63003 S EA 120$44.18 650303 6,61276 6214.3 111424 719140684 115 Cl 1605370 260 S 46.18 11.1103 1400100 4111560 43,143 002224661981911024625 LB 1090 533663 • 4329.13 332913 Omal.ran2yy 5 4 3110$44.19 933610 1138703 2511576 302353 470170 196-33 6 47.65 9,17045 11 3905503 292653 572489 35423 9561.00 769.2 51.n7641.xk7f40.14 1 u 542400 - - - 111600 11153 T,a Myetr7r61/4a 1 04676 - . 493500 • 176011170 3.4023'039'DIM Tea e.aware..an e Nal 170 LY 83500 1140$476 6.67003 9,11020 146153 14453 Caw.Yen.. 115 CY - 1600.233 167 S 47 700676 9.9713 1117000 3133900 10.1.40386 210 4 • 7,19000 45616 3 44 40.019 , 000 1643693Hans 13,40940 060010 5 4 - 5036 140 6 4704 637076 9,110.64 81113.00 1211400 045616 S 4 • - 35$8703' 1474 2,27703 3.9443 1484▪ 9ere 1 LS 9,75 - - - 9,733 7,77033 3.. 1 LS 35)100 NM d3Tmd.4.011 3 - 072300 70 5 44.4 3,33503 1,5 11,61103 1601103 0.111.110 Gv7 OM and 7404er. 120 4 - - 4160 6 44.54 213,01100 545,93503 76006600 76006600 01301 510 CT - 135,79563 - 134715.03 135.73603 1143 195 36190.60 6190.6 - - - 95,177.00 95,177.02 7avo85,7 93400 9,3400 Nme 610 CI 00,72140 - - 10.7113 Naf6o4.146.mY 180060 40 CY - . 371 5 4419 156373 114176 3)6193 37,416(6 60.4.4.N.87 115 .- 77031 5 44 16.3612 110653 3)42)3 3761700 734.64 56. 5 EA - 11676$44 66460 1,349.00 1402903 43093 699946,69 115 CT • 19263340.0 5 4116 4453 15169.03 395173 193713 7mly1 ® p0.030n yah 10 13100 5,1913 0 - 9,943 441600 0.966 6 17331 5 4116 7.65900 9371.0 _ 17.57560 433070 5„..,..,,,,c,,„,,,,,5„..,..,,,,c,,„,,,,,,,, I 6.413 116.67 5 1101 5,1400 75912 17011.6 37042.7 • 805,96 - ... - 95112 9,503 1es.7967644464e410 LS 331563 - • 311660 311645 1HsT2166m, ./WW 15 63503 - 15060 936023 166161693 76780• 144966 X51010 160 5 744 _ 565003 411100 61400 • 15094360264 4 3199703 676 5 4666 1739603 017500 7510413 7512883 1013111107.062 550 11 11,1700044 4 4164 1$ 3 '1503 35103 3143 1 e�y41.3 4 76 11300 45$164 ] 60 033 1.61103 1661900 344900 M 5074/611166 I 1.00 EA 163313 m$5 7401 1).550.00 4.17300 7617300 216294 ms17.0 141103 44 5 4666 140.0 15,41600 154/410 00164 21.009 560 u )751002 9. . 15 5 4660 1,11763 144100 36474.0 1477100 •7010 20 51217.701. 4 - 15 5 464 111)3 14613 16793 2,673.33 x.60 11 20 66 157.6 FA - 35$464 11172 1413 164.03 20713 512411186 0916 Frame 4 - u 1 4665 146 0 14 4070 6 000 1 4¢6 11050 4 4,1503 150 S 414 11,137 4,6152 4,4126 713156 08 Carer 115'0.1 4 56,175.60 W 5 1661 2,51503 1510.2 6260100 66433 141908...VW 4 - 42063 - 30 4 4603 1.45900 1755. 13,81103 131212 152up4/0034ry 15 37, - 5/53.26 6210 5 286 M /516/0061,6a • 1475000 405 5 1664 3,9343 600564 5065600 39744/1401.91136.9 1.0226 50 5 444 113103 691503 6.96126 494.26 '0650766.62 13 14763 33 5 164 10463 5,6503 2141600 21111.2 20 Wel Cry. 15 (101,751.1 110/15100 07615105 . 16601.1/41.0 10796407/ 16)Mau 17 170.000.03 - - - 1)000060 130.0002 1 1650 - 141400 427$160 101936.00 1045900 2361147110 138,473 5070157511007 d430 7676 M 9 84809 2 - S • 4 5 6 4323 54663 $ 9,46860 0207725 1996049 79 05 - 6 1137500 96 3 67.64 1493 6,1460 0.44160 9 1641.0 7071(0440761 4 - 5 1123 749 5 4 214160 4.1523 9 4,25.00 Fen.(0 91 6 EA - 5 534000 76 9 4764 36400 16400464.62 5 11662.00 W WI. 1 EA - S 1010.. 47 0 4100 603100 1733.00 15,4100 9 50013 5.671. 3 EA /9603 S - - - 43364 S )0606 .060.99,.060.99,0p 14100 6 - „, 1145864 5 431660 136047.41..WW2 2 4 6 8033 3 5 47.4 1600.00 13460 $ 4.143 40.7 Mr6w 0411.140.68 Gr. 4 4 5 - 191 5.4 1553 91 13107300 3066400 7 5443 1 14 CT • 5 5924676 - 59.91510 5 1932600 y Sk67276,„ . 115 1636100 5 14.626 - - 70.600 3 71.00 5,6 03•021.1010 Mm 0461 CT 50402 S - . 0100 5 606103 161 10150 1 - - _ 4.81.3 $ 4.815.00 Man.006007 6526 sX CT • $ - 558 S 4116 1616.0 104100 5711300 5 31113.00 180624(444) l4 - $ - 296$.19 110753 160513 29,91226 $ 11931M S w 1.5 6,656, 0 36 0 .13 32. 3 S 46._5,46 0 CT 5 36193 7414 S 14.16 5153 7,603.00 117160 S 1910 742*11033•00ft4571546 2041 415 644126 S 5.86000 - 116626 5 1114.03 118.0.85 Seal a EA $ 26 5.19 55413 4555.00 100000 S 42000 1825616140.17 5 31713.00 X S 47.44 266100 160100 9.511.20 S 95123 774446 1 101054703 0 - 0 - _ 10.4103 5 503173 605066,0 1.376 9074162 _ 1160113 5 - 053X00 5 5114045 31,6 94. 07211 /seal 4 4 - $ 51503 - •- 3 W.WO20111 5750x) 1900649 00090696 W. 43 Cl S - • 12,93$476 5,011.03 636000 11.60.00 $ 1166176 • 6979110.9 2 CI 5 - 16653.6 113.13 5 47055 52960 3.01103 3073103 3 5,731.76 68701501700294( 64 FA 5 - 5136.01 446 S 47.42 5 13443 19.1513 553333 S 55391(7 047718160950212 4 5 - 23X.45 76 1 414$ 25403 2,61.76 1166126 5 11661.00 5 - 1.30.62 47 5 476 5 26013 174.60 52170 5 500.26 748497 96 2 11 $ 760800 - $ - - 603 $ 7,860.0 O 249236 vb 7 $ - - 31153 S 11142 /1a6 Template I 1S 5 - 96000 3 5 47.62 5 17070 1}460 1,143 5 51403 6 dY Md..Groot 811194746666 4 FA 5 - .$ - 107 5 744 4673 215643 2.01063 5 .927000 G 684 5 • r )46)200 _ 74.431.00 716753 1240 6712 185 5 43612 6 14000 - • 70,017 $00 S 70623 $0211 375 Cl 5 6Conce6P. 3160 - - - .000 5 63103 e 34 ClO 5 6, - • 604 5 60193 Mm Foal.64 TN* $ - - 4603 $44.14 10,31000 342293 64900 0 6493 044224• 759'1 233 16 $5 - 369. 5 483 3131.6 ))3423 5 1143 Clean 5151. 1 4 5 - • 101 5 4419 4.115922 911.00 105163 $ 1051603 0,906660 90 a 5 . 7413.70 12 1 7418 5453 7,0463 0,65.0 5 1456.03 546 1160 S 5.033 534.6 - 116 65. 567 S 1167 64.43.1409/997911 564 4 5 - - 2 5 419 153510 4.56500 409126 5 1.030.03 19166 Cause 2 Cl 5 • 311860 X547.4 166123 3.6426 9543 5 953333 756366 17 5 4643 - 0 44173 S 4437.3 6.442.1464425 8.404 LS 5 1.14000 - - .1060 6 314010 • 7070e01e45./560 4 5 53503 - 0 - - 53503 5 0,1503 1.1.101.4 O 06 524.44 EA 5 53200.2 10$4121 2003100 436100 5707100 S 6107100 6010 11086469 EA S 651.6626 770 5 464 3155560 15,1CO261 767.9643 5 7673613 144 DIP5446e 500 Li 5 3936800 16666 5 44.4 110460 9,74900 5631126 5 56.433 109639096 5 79,660.110 310 5 164 571900 1670100 101036.10 5 231853 1190669/86661 24 EA 5 411143 400 5 144 4043 1310300 14.05076 5 340605 76,121167652/Cap 2 4 5 2239426 14 5 744 7.0E03 605.00 16911.76 5 31163 24 60 4 W6 7 5 517,023 27536.76 115 5 114 6.05607-11103 71 6437122 5 754.4E00 Page 1187 of 1884 Exhibit A 71303474/5444 14 6 11419430 400 5 464 19,44630 43.40021 3 114,05046 134.05040 1431 16401/G0 3 EA 11440.4 130 5 4 746.00 6n54 5 0141.30 0.94103 2444 100 34 S25,OmCOm 1260400 86 s S 4S 3590 76.4000 EA,160.56PAErn 4 SO 5 6 041230 291500 5 5,18. 5,151.46 )5.466,62011103n. 5), 10 5 463 1,4390 2355.40 3 3.11!00 1,)1!01 6.4111'16 O 3444 WW111A Nana 6 IP 5 464 163130 7,0100 $ 1285154 1267.00 35/A WAS 044&65477 6 IS 5 464 3.6130436)00 8.035. 0.315.46 Ws 6PPSPWW 65sJn• 6 SOS 4.6 213130- 1,9030 $$ 135730 5.63. II,/Er4 TVA. IA 4S 461 0,18!00 ]5}3040 165.399. 9.0 316619 • 515 ,155 (43.3,6( - 5A 0,]10CO30 4 46 5 1,189. 230 $ 4 6115 ,04 . 30 43.241 wtlam(34144) LI 5.000. - 4 5 4.65 29400- 73030 5 9,0630 1!30 1anova1M3oe41ry IS 15.0000 - - S 16000.00 15.430.48 318a1/1841WE CAOTIO 6 16,05000 75$46 5.66.85 4.8207 5 0,03600 - 14.021.46 244 F 4104 OP.m 10 5 4.6) 1,160.4 l S 4.05. 4,05.4 ur4n114ma.r4 LS 10,100.00 40.-2 465 1.9430 1.54.30 6 14,586.4 69340 ON C S 007 4.54 02 6 • 985 5 464 47.911.4 4 61246 S 02154.40 121.3500 24-3772 5750: .S o4.153m1 5 1131.1;0001 T281190..1 444d/43 (WON 0,33bon 11 43.4)30 5 4.2259300 411491.50 0a3 54644- 0 910 v )34)00 1380$4668 619130 6137400 S 65,0401 156.01500 125 An*. bUNW7 8 6 14.60100 $ 199,63030 19).300. 247 fir 5049h00•5077513 110 145 S 1.0030 5 3,50730 40 5 4.6 500 5 4.62800 5 5 40,16400 0$..ft LS 3 • S 240 5 3131 S 460134746 $ 496.460 6.44.30 5 3249 0 14)41130 300 5 W.00030 5 15.350. 100$4.66 S 13018. 5 0,11030 5 97.500 5 92521. Tet 02/0402171061 1 6 5 s Sm 5 454 5 14,320301 s $ 1511030 5 1523)0.03 0ea1,320414hf4 560 Th $ • s 10363m 185S 46 $ !1630 S 295030 5 1).91000_ -5 47.57640 485P4m64a643040 0640724144161500741 1 15 5 • 5 10030 0450 5 41.6 5 11612530 5 4.30300 5 10263040 $ 230.60.00 S 1,49,512.50 S 4,0661856 36101.59 S 1.4200030 5 1.70,6394 3 1044.014.15 510,85,41116 3%36 7441611407 5 74.47663 4.0.5404471/4/$ 451.01057 0414 48•9m4*24 S 14434.50 70T4 S 11.1805065 • • • • • Page 1188 of 1884 Ric-Man Construction Florida,Inc. J1?I b I t A 12:13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 10 General Conditions Takeoff: 1.00 LS Bid: 1.00 LS _; Mh: Shifts: Mh/Un: Un/Sh: I 196,580.00 196,580.00 t PAA Mh: 600.00 Shifts: Mh/Un: 600.0000 Un/Sh: 208,275.10 229,650.00 72,000.00 509,925.10 **********Biditem/Category 10 ********** 208,275 426,230 72,000 706,505 Mh: 600.00 Mh/Un: 600.0000 208,275.10 426,230.00 72,000.00 706,505.10 • *** 31 Template Takeoff: 1.00 LS Bid: 1.00 LS -,. N ,tet r tic Mh: 140.00 Shifts: 2.0 Mh/Un: 0.8235 Un/Sb: 85.0000 39.23 53.59 4.91 97.73 Mh: 151.67 Shifts: 2.2 Mh/Un: 13189 Un/Sh: 53.0933 62.83 139.84 85.83 288.51 HinA M�:7 .,._. . :. -"' s ,x..7,T- 111-'` .:!:." s:-., -.. - .s�=..n -. texas:-_._ r :.k'�� - _ Mh: 140.00 Shifts: 12.0 Mh/Un: 7.0000 Un/Sh: 10.0000 333.49 64.91 455.50 853.91 Mh: 140.00 Shifts: 2.0 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 1,286.57 1,821.99 4,442.54 iNfirt Mh: � a 35.00 Shifts: 0.5 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 455.50 789.00 _�..-'5^x'17_ - ��,s -7- -1-!A.--7-= -' ,_- _.r ----32.--:2 fix -€-S $ 3- __ r;._. }--.¢ _ . ��l-�"�!t'=z�'r�t YET 2 ....- i'..: �7 - sem' Mh: Shifts: Mh/Un: Un/Sh: 1,950.00 1,950.00 Mh: Shifts: Mh/Un: Un/Sh: u 714.76 714.76 - �.„ -.��-€--:---trr' �� x'yy7�s,su.. - _:T:.. a- : f' . _� .4S'6 � *:r - .� Mh: 70.00 Shifts: 1.0 Mh/Un: 14.0000 Un/Sh: 5.0000 666.99 1,344.35 911.00 2,92234 **********Biditem/Category 31 ********** 65,588 16,082 30,694 93,157 835 206,355 Mh: 1,376.67 Mh/Un: 1,376.6700 65,587.54 16,082.10 30,694.19 93,156.62 835.00 206,355.45 *** 32 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS Mh 3,600.00 Shifts: 40.0 Mh/Un: 30.0000 Un/Sh: 3.0000 1,336.33 3,459.67 4,796 00 Mh: Shifts: Mh/Un: Un/Sh: 155.46 155.46 us?! :.`.V.- gig!INIMel=grW..,-? W u-V : .. ; Mh: Shifts: Mh/Un: Un/Sh: 0.48 0.30 0.78 Mh: Shifts: Mh/Un: Un/Sh: 11.27 11.27 .- vsr R = ' E= = un a = e$# .r Mh: Shifts: Mh/Un: Un/Sh: 14.30 14.30 **********Biditem/Category 32 ********** 160,359 174,232 8,454 425,881 35,910 804,836 Mh: 3,600.00 Mb/Un: 3,600.0000 160,359.42 174,231.59 8,453.54 425,881.40 35,910.00 804,835.95 *** 33 Mass Excavation and Tremie Takeoff: 1.00 LS�� Bid: 1.00 LS Mh: 400.00 Shifts: 5.0 Mh/Un: 0.5405 Un/Sh: 148.0000 23.88 30.78 54.66 Fly" :v `3'ageJ ,��...a* t rA-�-�-- -s _ Mh: 173.34 Shifts: 2.2 Mh/Un: 1.5758 Un/Sh: 50.7849 69.63 89.73 159.36 Mb: 120.00 Shifts: 1.5 Mb/Un: 24.0000 Un/Sb: 3.3333 1,060.44 1,366.50 2,426.94 Mh: 260.00 Shifts: 3.3 Mh/Un: 2.0800 Un/Sb: 38.4615 91.90 134.82 t 118.43 345.15 _cam ! z -.tom = i3.. -140.-1„,, -3-- .-.�� .s .� y� Mh: T Shifts: Mh/Un: Un/Sh: 0.53 0.30 0.83 mac_ -...� _ ...,.... � -_a _ - - .; Mh 200.00 Shifts: 2.5 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.40 2,277.49 4,044.90 aRWMW-MMINAis :, -VI 1 .a l : Mh: 198.33 Shifts: 2.8 Mh/Un: 3.9666 Un/Sh: 17.6491 188.98 134.02 258.09 581.08 - - 71-1:3.-=-7-7 . x. =� - a.-§ eit0 +t+ -. j R g.g W770-7 _� Mh: Shifts: Mh/Un: Un/Sb: 1,916.49 1,916.49 Mh: Shifts: Mh/Un: Un/Sh: 643.28 643.28 ,fig �,,:4At, -. .a x_ rW „sr i' :s-�__'�' .��,?., _ s.t?�- - --- c'. ,. �'s}s*;. �-,.r -f-.3__ 1-�:. .�. _z_ _'-- ''^ --- MtAd . 1 Ric-Man Construction Florida,Inc. 05/1 ti3$Jj1 I b i t A 12:13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total 33.10 Poly Tube Injection/Seal 5.00 EA F6319A 50 10.00 8,935 8,935 Mh: Shifts: Mh/Un: Un/Sh: 1,786.90 1,786.90 **********Biditem/Category 33 ********** 60,409 37,825 9,582 81,790 2,993 192,599 Mh: 1,351.67 Mh/Un: 1,351.6700 60,409.32 37,824.51 9,582.46 81,789.89 2,992.50 192,598.68 *** 51 Template Takeoff: 1.00 LS Bid: 1.00 LS ge, ,115ai.� e:�'4. - ..Sa :.:._... !. f _• :rA.ts -. _ .... ➢.r fi_.� Mh: 140.00 Shifts: 2.0 Mh/Un: 0.8235 Un/Sh: 85.0000 39.23 53.59 4.91 97.73 1 Mh: 151.67 Shifts: 2.2 Mb/Un: 1.3189 Un/Sh: 53.0933 62.83 139.84 85.83 288.51 Mh: 840.00 Shifts: I2.0 Mh/Un: 7.0000 Un/Sh: 10.0000 333.49 64.91 455.50 853.91 Mh: 140.00 Shifts: 2.0 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 1,286.57 1,821.99 4,442.54 § Kv.�. , -4-. -�rs} -"s. :V.. -�-_ k'1. - '--C--- Z-'',:4:1:- .MW--7-'7----f: ---'1n-;'4---"I-2. Z1'... Mh: 35.00 Shifts: 0.5 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 455.50 789.00 _.AWW_-- 147- _�=-_- -�:<_, `. 3 _��' , .z- _-.' F`"_ „, ,., ..s-�=w„rt s .,,,,,i` .---4=4., >- 6 Mh: Shifts: Mh/Un: Un/Sh: 1,950.00 1,950.00 W t ' 4- mar-_ - x.. ;- _ x a ,:y Mh: Shifts: Mh/Un: Un/Sh 714.76 714.76 Mh: 70.00 Shifts: 1.0 Mh/Un: 14.0000 Un/Sh: 5.0000 666.99 1,344.35 911.00 2,922.34 **********Biditem/Category 51 ********** 65,588 16,082 30,694 93,157 835 206,355 Mh: 1,376.67 Mh/Un: 1,376.6700 65,587.54 16,082.10 30,694.19 93,156.62 835.00 206,355.45 *** 52 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS Mh: 4,760.00 Shifts: 52.9 Mh/Un: 39.6667 Un/Sh: 2.2689 1,766.92 4,574.46 6,341.38 Mh: Shifts: Mh/Un: Un/Sh: 167.56 167.56 WiLl_ .:.,� u.. ,x--..;-7.';1-7 :.'',1 - 'te a - '-.s rilit te' Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 ,W Mh: Shifts: Mh/Un: Un/Sb: 12.53 12.53 Mh: Shifts: Mh/Un: Un/Sb: 13.24 13.24 **********Biditem/Category 52 ********** 212,031 196,712 9,394 559,656 34,190 1,011,983 Mh: 4,760.00 Mh/Un: 4,760.0000 212,030.85 196,711.90 9,393.75 559,656.35 34,190.10 1,011,982.95 *•* 53 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS Mh: 372.00 Shifts: 4.7 Mh/Un: 0.4593 Un/Sh: 174.1935 20.29 26.15 46.44 Mh: 370.31 Shifts: 4.6 Mh/Un: 1.5758 Un/Sh: 50.7779 69.63 89.72 159.35 c Mh: 146.66 Shifts: 1.8 Mh/Un: 29.3320 Un/Sh: 2.7278 1,296.01 1,669.86 2,965.86 r.. Mh: R 197.92 Shifts: 2.5 Mh/Un: 1.5834 Un/Sh: 50.5459 69.96 154.90 90.15 315.01 Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 d If` -u'�" � � _ �. �,= �_. - - �� te- t� .� _ �s _-.-. .. � . �f nom.::. . Mh: 173.34 Shifts: 2.2 Mh/Un: 34.6680 Un/Sh: 2.3084 1,531.84 1,974.13 3,505.97 Mh: 116.67 Shifts: 1.7 Mh/Un: 3.3334 Un/Sh: 21.0084 158.81 134.02 216.95 509.78 _ - ff: = 1 --7.--4-:'. _ s: -mss - -� 1* `- 7- � ._� _ �-,�-� _. _ -� � s = • -. _ Mh: Shifts: Mh/Un: Un/Sh: 1,916.49 1,916.49 - s az r ing Mh: Shifts: Mh/Un: Un/Sh: 643.28 643.28 Mh: Shifts: Mh/Un: Un/Sh: 1,670.00 1,670.00 Page 1190 of 1884 2 Ric-Man Construction Florida,Inc. 05/1 t7`Li)`21'i b it A 12:13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 53 ********** 61,242 29,446 9,582 82,564 11,374 194,209 Mh: 1,376.90 Mh/Un: 1,376.9000 61,241.80 29,446.13 9,582.46 82,564.24 11,374.00 194,208.63 *** 54 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS Carr [ Mh: 100.00 Shifts: 2.0 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 10,700.00 1,169.99 12,842.80 u3 Mh: 600.00 Shifts: 10.0 Mh/Un: 120.0000 Un/Sh: 0.5000 5,599.23 138,799.33 5,849.94 1y5-0,248.504 inm Mh: 146.66 Shifts: 2.9 Mh/Un: 0.2667 Un/Sh: 187.5213 12.97 32.31 15.60 60.88 - M 7 7y�, _��`__--}✓ -'.-_'- E ' -----4',`.. -.:-'1-.. _ ._: •'.A .=t6 A. Mb: 45.00 Shifts: 0.9 Mh/Un: 9.0000 Un/Sh: 5.5556 437.76 6,365.55 526.49 7,329.81 _ I*4L `-=- _-� .,mss_ ,�a��.�:t >.. . ��!..�_ �W_-.n Mh: 300.00 Shifts: 6.0 Mh/Un: 3.0000 Un/Sh: 16.6667 145.92 463.31 175.50 784.73 §91. :�- -:1-_ --,-t. T a=te _ AI -= - -s ara"�'""�*a ' a Mh: 40.00 Shifts: 0.8 Mh/Un: 8.0000 Un/Sh: 6.2500 389.12 2,227.95 468.00 3,085.07 4 ;•_ Mh: 25.00 Shifts: 0.5 Mh/Un:1 0.0500 Un/Sh: 1,000.0000 2.43 18.19 2.92 750.00 773.55 -7,m,. _ . r-.sem fes= -. :-= ,,:. �i jle. _ _ Mh: 25.00 Shifts: 0.5 Mh/Un:j 5.0000 Un/Sh: 10.0000 243.21 292.50{ 535.70 E. .-_-_ _ '7 _'•x ,# 4. ?`. :''.:e' . _ A -'-� '` dr= itia2:ic'_' 0 ..'_ 2i-- Mh: 25.00 Shifts: 0.5 Mh/Un: 5.0000 Un/Sh: 10.0000 243.21 292.50 535.70 Mh: 40.00 Shifts: 0.8 Mh/Un: 8.0000 Un/Sh: 6.2500 389.12 468.00 857.12 4fig-�-2>�` 'f �. sr .€:� x-r �i,+sr�VIN -r-� Z +'-r -i'ems.'. 37 S - _ Mh: 250.00 Shifts: 5.0 Mh/Un: 50. 0000 Un/Sh: 1.0000 r 2,432.02 9,630.00 2,924.97 14,986.99 Mh: 60.00 Shifts: 1.2 Mb/Un: 12.0000 Un/Sh: 4.1667 583.69 11,235.00 701.99 12,520.68 J Mh: 30.00 Shifts: 0.6 Mh/Un: 6.0000 Un/Sh: 8.3333 291.84 351.00 8,000.00 8,642.84 Mh: Shifts: c Mh/Un:_. 'X 0Un/Sh:T ._ 7,500.00 7,500.00 Mh: 225.00 Shifts: 4.5 Mh/Un: 45.0000�0. Un/Sh: 1.1111 2,188.82 5,350.00 2,632.47 10,171.30 Z-RfitA. =;'-.s, _,-..� _ i 3 £s�f. , - 'y7:. .,.-. :a IM: Lco_.-.-:-r.ei' - .g _: t. _ 3n F- tgg Mh: 50.00 Shifts: 1.0 Mh/Un: 10.0000 Un/Sh: 5.0000 486.40 321.00 584.99 1,392.40 ,"4- _'-`-`v.. i ig'44.04- .r„.9.wxi_.:_ ter^. ...ii-R- .:.. f3.i_ ti,+.-.: _- ..cif Mh: 100.00 Shifts: 2.0 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 2,140.00 1,169.99 4,282.80 Mh: Shifts: Mh/Un: NUn/Sh: 201,250.00 201,250.00 **********Biditem/Category 54 ********** 99,092 1,007,040 114,755 251,250 1,472,137 Mh: 2,061.66 Mb/Un: 2,061.6600 99,091.89 1.007,040.16 114,755.39 251,250.00 1.472,137.44 *** 55 Electrical/l&C Takeoff: 1.00 LS Bid: 1.00 LS Mh: Shifts: Mh/Un: Un/Sh: 34,000.00 34,000.00 Mh: 2,227.50 Shifts: 37.1 Mh/Un: 1.3500 Un/Sb: 44.4444 62.99 15.95 r 65.81 144.76 **********Biditem/Category 55 ********** 103,936 26,322 108,590 170,000 408,847 Mh: 2,227.50 Mh/Un: 2,227.5000 103,935.71 26,322.00 108,589.52 170,000.00 408.847.23 *** 71 Template Takeoff: 1.00 LS Bid: 1.00 LS Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8571 Un/Sh: 81.6667 40.84 55.78 96.61 Werg.M ff nary-Mi ,£ , megakrW Mh: 98.00 Shifts: 1.4 Mh/Un: 1.2564 Un/Sb: 55.7143 59.86 171.47 81.76 313.09 nv �V E -- _kms �� y-�.x" _`:.� x ..= � � r _:. _ Q:;=ate ;�- F'� . -tE- - Mh: 448.00 Shifts: 6.4 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 64.20 455.50 853.19 Mh: 56.00 Shifts: 0.8 Mh/Un: 28.0000 Un/Sb: 2.5000 1,333.98 2,675.00 1,822.00 ~� v 5,830.97 - -- . c - •r NaCrt:-M-Tf41:. e-V,- t-Z4W§rfiF--Z .i'"ai9Mt't'i "tt,tIVFtntfitnkV,MgS&tgtMa Mh: 42.00 Shifts: 0.6 Mh/Un: 21.0000 Un/Sh: 3.33331,000.48 535.00 1,366.50 2,901.98 �,�,5"'� g=-E�"' 37 '.Sr�_a - __•r__ - ..�..- . _ e ¢ t.:-z o`k..-�'s`.�.� Pt,. - - .. Ods , 3 Ric-Man Construction Florida,Inc. 05/1 Prbibit Al2.13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total 71.06 Survey 2.00 EA F6319A 50 10.00 7,800 7,800 Mh: Shifts: Mh/Un: Un/Sh: 3,900.00 3,900.00 WCWA-00.ii9,C.0;c7,':',.°W .::i:.:1:; z-. ;.-.).:.'...'-i:i::-;-,-:':- ..'''.Z).53:''-*'•l''.-;:..,:; 4,;W:-. Mh: Shifts: Mh/Un: Un/Sh: 1,166.30 1,166.30 Mtfisira0414Mit104.0)0febe:',.4,•:-".7. 1:60t-zi:::-IitAWAWAOMC;: i'ZPOW.•;,,74-, ::.!-.: :r .AKW:: . .-443W-': : 04. -t-AT4M Mh: 21.00 Shifts: 0.3 Mh/Un: 10.5000 Un/Sh: 6.6667 500.25 400.00 683.25 1,583.50 **********Biditem/Category 71 ********** 35,684 14,445 18,059 51,071 119,259 Mh: 749.00 Mh/Un: 749.0000 35,683.93 14,445.00 18,058.80 51,070.89 119,258.62 *** 72 Drill and Place Grout Takeoff: 1.00 LS Bid: 1.00 LS - Mb: 1,917.00 Shifts: 21.3 Mh/Un: 29.9531 Un/Sh: 3.0047 1,334.24 3,454.26 4,788.50 511e -wir-griViXit4WAKil-glata5Z-=:,01, ---1tifi.F4X1M444.Wegal-Wz-V.IMIWORW;;.-Mtlinf Mh: Shifts: Mh/Un: Un/Sh: 155.15 155.15 -';-11-'-'•"•I''.-*'.i)3--11 ..f.:- Mh: Shifts: Mb/Un: Un/Sh: 0.54 0.51 1.05 P.-7;.:(L4.71:-.1Wiani*WagiSI'MPINALfiltl" ortil.EL±;:..Tert4.30.17.t-tIEWAV-4.14ffir.11-M724Ntara Mh: Shifts: Mh/Un: Un/Sh:- ' - 16.87 16.87 a . 10 :*-S---;-*:3Milil*ViilMii'Zirtg.NOVZW-Strigg12,171- V--- -i-T-11-i 33--,i-W-1; 51.-!--- 1-ta-Mil-eV'eMzglAtnrg440.0--. 2;`- rre-Sak Mh: Shifts: Mh/Un: Un/Sh: 12.54 12.54 **********Biditem/Category 72 ********** 85,391 95,623 5,062 225,888 34,361 446,326 Mh: 1,917.00 Mh/Un: 1,917.0000 85,391.36 95,623.23 5,062.00 225,887.70 34,361.25 446,325.54 *5* 73 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS E.V;_.„W7,71 ---7-:,„L7- 014iffaltkilittittiNNIa.k,-;-- -- .kit-ii- E:::a-littiNall - If-_-_-- . Mh: 368.00 Shifts: 4.6 Mh/Un: 0.6595 Un/Sh: 121.3043 29.14 37.55 66.69 ERMIWACZEKON.01.1~1.1W.'445g0AMIKWI'M - :•*ii"3-2.!:WAMS14.2W-OVfX*_;M--Y-44AT:flifPtiVTZ.3.afelMal Mh: 296.00 Shifts: 3.7 Mh/Un: 1.5914 Un/Sb: 50.2703 70.32 90.61 160.93 OFOI€M-::--7nEWIrlika.WW4111:4PO4..k.: ;''±-1:154-*"141MWk---74--7--W411r--- AiraWICW&Vi.elliiTjigil_alrAVW Mh: 128.00 Shifts: 1.6 Mh/Un: 64.0000 Un/Sb: 1.2500 2,827.84 3,643.99 6,471.82 MOW-1-f-4*-.,4:-VAitalliliellW101,f.7-MMOWAMTZ-7 LT-C-'- i 717 iSC--- -fl-elaW-Tt4.1WW0;;WAIWki*r- ViAVIII.:..aMTAILOt Mir 124.14 Shifts: 1.6 Mh/Un: 1.3793 Un/Sh: 58.0271 60.95 106.88 78.55 246.38 MNICA-TIN-WaVSfnallttinitgMfM.11* -1-R-tiOAKIP-W,,,i*Klf - .---'3.'" ?.`,-',SM=A-itINVC41--1_414. Mh: Shifts: Mh/Un: Un/Sh: 0.53 0.50 1.03 Nt:., :ri.;----i,__i::: :4131 .4-t'''L 1-P9Mt-14Mr,=....--. SEAFT-57-E. ,7±'aM-::'Z'W4.;2 ," 1=4: :*,.:20,t1W-W1g2iftiaP-Vi_A Mh: 80.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.41 2,277.49 4,044.90 a 67,4§20_1WTIatalalitijfti.VigftWL-774- 4-k'''.-j'al .--1'--t;11-4114• ; . Mh: 56.00 Shifts: 0.8 Mh/Un: 2.3333 Un/Sh: 30.0000 111.16 133.75 151.83 396.75 7- ,r,li mg:,3„kiwz-,.1i.szlipgat4IMAil'4-3,MMA:iiii:W.VM Mh: Shifts: MhlUn: -Un/Sh: 5,273.50 5,273.50 '-*'..--;_74. - =---4-7-- ----- Mh: Shifts: Mh/Un: Un/Sh: 1,070.00 1,070.00 f'-'r• --;--:-7;4'':;';%'----:;;: =; W:tS -M Mh: Shifts: Mh/Un: Un/Sh: 2,675.00 2,675.00 **********Biditeni/Category 73 ********** 46,683 24,044 10,547 62,503 5,481 149,257 Mh: 1,052.14 Mh/Un: 1,052.1400 46,682.57 24,043.97 10,547.00 62,502.60 5,481.00 149,257.14 *** 91 Template Takeoff: 1.00 LS Bid: 1.00 LS Mhr 105.42 Shifts: 1.5 Mh/Un: 0.8571 Un/Sh: 81.6733 40.83 55.77 96.60 '''•-: - -:•“-;-,- -,..af:ail:i,7 ,, Mh: 123.13 Shifts: 1.8 Mh/Un: 1.2564 Un/Sh: 55.7452 59.86 171.96 81.76 313.58 ------r 4Z-1----- -a.'----77=-- ----•',: 1-F-r`-,-4:-- ittflatMtrAtai,CVMOVIn Mh: 448.00 Shifts: 6.4 Mh/Un: 7.0000 Un/Sb: 10.0000 333.50 80.25 455.50 869.24 Mh: 56.00 Shifts: 0.8 Mh/Un: 28.0000 Un/Sb: 2.5000 1,333.98 2,675.00 1,822.00 5,830.97 :_= --- .-4M-SLOIII*C42Strt-Flizir:*. ?=1:'::=4-2-i :i ;--- 4''1 --- ---=.' Mh: 42.00 Shifts: 0.6 Mh/Un: 21.0000 Un/Sb: 3.3333 1,000.48 535.00 1,366.50 2,901.98 _LW--aWSRai:*K;',M*ZtW;tre;Rr:tgaakMM .'--3-W.7.=7.,11- 1-1--P2 -etaIIIVASVETAIIWAW:iWISAWI-Vari-AJW Mh: Shifts: Mh/Un: Un/Sb: 3,900.00 3,900.00 VME-NfitWAtitff*ttiktiV-11:.-45k;:=':'4;:=,::iAW4.PMZiWWWI.RWAN_K.7:-':-=;_--IfZZZE.Ng;:;z3iS-'gz:-T;ai:-ri:-ig.w:-i?A-;23;ovjwig:otf-_zfEA-tgrMA Page 1192 of 1884 4 Ric-Man Construction Florida,Inc. 05/11•f34J?I b i` Al2,13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total Mh: Shifts: Mh/Un: Un/Sh: 1,872.50 1,872.50 Mh: 21.00 _ Shifts: 0.3 Mh/Un: 10.5000 Un/Sb: 6.6667 500.25 400.00 683.25 ~1,583.50 **********Biditem/Category 91 ********** 37,902 17,923 19,086 55,512 130,423 Mh: 795.55 Mh/Un: 795.5500 37,901.69 17,922.50 19,086.00 55,512.35 130,422.54 *** 92 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS ,5i ... kms^gl i_'- -� �_� _ .- -- _..-- _.�..�.-. ...r-r - - Mh: 1,872.00 Shifts 20.8 Mh/Un: 29.2500 Un/Sh 3.0769 1,302.92 3 373 18 4,676.10 Mh: Shifts: Mb/Un: Un/Sh: 155.15 155.15 ,». - .-..: - .. gid__ �' ..�fa .::. Mh: Shifts: Mh/Un:Y Un/Sh: 0.54 0.51 1.05 r Mh: Shifts: Mh/Un: Un/Sh: 16.87 16.87 Mh: Shifts: Mh/Un: Un/Sh: 15.67 15.67 **********Biditem/Category 92 ********** 83,387 110,518 6,328 221,902 34,361 456,495 Mh: 1,872.00 Mh/Un: 1,872.0000 83,386.89 110,517.63 6,327.50 221,901.95 34,361.25 456,495.22 *** 93 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS YOrtilISTINSITAII,- �c _ 1.9,1-_ _ _ ' Mh: 460.33 Shifts: 5.8 Mh/Un: 0.6595 Un/Sb: 121.3069 29.14 37.55 66.69 R ' �E . -,, z rhe E- tS ,-- -F- #Z-a- -.._= Mh: 369.20 Shifts: 4.6 Mb/Un: 1.5914 Un/Sb: 50.2709 70.32 90.61 160.92 Mh: 104.00 Shifts: 1.3 Mh/Un: 52.0000 Un/Sh: 1.5385 2,297.62 2,960.74 5,258.36 Mh: 124.14 Shifts: 1.6 Mh/Un: 1.3793 Un/Sh: 58.0271 60.95 134.46 78.55 273.96 Mh: Shifts: Mh/Un: Un/Sh: 0.53 0.50 1.03 Mh: 80.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.41 2,277.49 4,044.90 ittEgfga'.T '�:i;�'.{_.3"-`� a-�s_ -.��..s:�'- . _z- �:uzT...c��...mow.ltd -s_sa �.--d.....,z .� -..-�._�W Mh: 56.00�Y� Shifts: 0.8 Mh/Un: 2.3333 Un/Sh: 30.0000 111.16 133.75 151.83 396.75 -ta - L _T=��_ .�ggitg-7� __ -�_,.� �..r.�-`. _� - _ �-s� �x-4� � : �- SS Mh: Shifts: Mh/Un: Un/Sh: 4,218.50 4,218.50 WPM.-- ::::,. ..F -^ i _Sry y s ---�� - - -. it_--. -al. _ M-_ il Mh: Shifts: Mh/Un: Un/Sh: 1,070.00 1,070.00 - Mh: Shifts: Mh/Un: Un/Sh: 2,675.00 2,675.00 **********Biditem/Category 93 ********** 52,936 26,526 8,437 70,560 5,481 163,941 Mh: 1,193.67 Mb/Un: 1,193.6700 52,936.01 26,526.37 8,437.00 70,560.39 5,481.00163,940.» *** 94 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS Mb: 80.00 Shifts: 1.6 Mh/Un: 40.0000 Un/Sh: 1.2500 1,945.62 26,750.00 2,339.98 31,035.60 41 - y =ate - - z r _ F Mh: 720.00 Shifts: 12.0 Mh/Un: 360.0000 Un/Sh: 0.1667 16,797.70 349,633.20 17,549.82 383,980.72 .._ -.-�_ I- T -a 7:::--7----DP. -=-:::,17-c,.. Y ..1,',--:.. . a --:-=',::;--a-1';'1 - Mh: 166.66 Shifts: 3.3 Mh/Un: 0.3333 Un/Sb: 150.0150 16.21 77.98 19.50 113.69 __..-. -vim -1� z --,E L �:. - - - - _ Mh: 200.00 Shifts: 4.0 Mh/Un: 33.3333 Un/Sh: 1.5000 1,621.35 13,268.00 1,949.98 16,839.33 _ �n�--- r .� eE_ L _ ups -��.�z -t�� __ r Mh: 400.00 Shifts: 8.0 Mh/Un: 16.6667 Un/Sh: 3.0000} 810.67 4,633.10 974.99 6,418.76 .4_ 7-v. �r S-- tt k _ _ Mh: 150.00 Shifts: 3.0 Mb/Un: 50.0000 Un/Sb: 1.0000 2,432.02 4,280.00 2,924.97 9,636.99 Milrs-�..r x� s �-� - _ -. �.,:.--.�� --_-- --.x�� s,-, - �a..1 --02 ='- . Mh: 125.00 Shifts: 2.5 Mh/Un: 0.1786 Un/Sb: 280.0000 8.69 322.98 10.45 750.00 1,092.11 Mh: 50.00 Shifts: 1.0 Mh/Un: 25.0000 Un/Sh: 2.0000 1,216.01 1,462.49 2,678.50 � _-_� gMME>as.. " =EW I- _ - _ . 'WAVI�� Ntiii5 - 1 -01MA _ mi-. _ as� 5 Ric-Man Construction Florida,Inc. 05/1 h'2 i?i bit Al2:13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total 94.13 75"x 86"HS 20 Hatch&Fram 2.00 EA F6319A 50 10.00 1,459 1,755 3,214 �.]Mh: 30.00 Shifts: 0.6 Q Mh/Un• �J�/�p 115.0000 Un/Sh:{,�., 3.3333p.j729.61 877�.55��0�y 1,607.11 -V.4_ d--�rti'iF �+ .� {•Fra l44:EA ...,.l W 'ittkO . �...y .f�,.. tt._.._.i.. --:, -,,•-::...'1,71 .2f �',f..I: .JV Mh: 12000 Shifts: 2.4 Mh/Un: 60.0000 Un/Sh: 0.8333 2,918.43 3,509.9616,428.39 ' a n ':,i:!*.: : ';' 1 Mh: 75.00 Shifts: 1.5 Mh/Un: x^2525.0000 Un/Sh: 2.0000 1,216.01 1,462.49 2,678.50 Mb: 50 .00 Shifts: 1.0 Mh/Un: 25.0000 Un/SSb: 2.0000001,216.01 1,462.49 :- } 2,678.50 42.,2u _. .r. - ^ :-g0W-SCf7VWr y� y t aL -, is 1sP-�, w Mh: 600.00 Shifts: 12.0 Mh/Un: 200.0000 Un/Sb: 0.2500 9,728.10 33,705.00 11,699.88 55,132.98 -' - .. eR' _ W ._ :Mil- y`°`x'..' Z y'!Ls fir. P .,. L .m._-....- ...-�- -._._... ,a�;..,rz- _. ...-_ ,.: ��2. �-__.: .c..�...��..mss r,.. ,. ft Mh: 45.00 Shifts: 0.9 Mb//Un: 22.5000 Un/Sb: 2.2222 1,094.41 19,260.00 1,316.24 21,670.65 p y ....'-rc '.t? -+.`.f.','ip ..�.r�. _rgij`.fii.Y�=- ,., ": `�" _ lek-= r 'M u� it i`.�i�MMIC {: '`- , Mh: 40.00 Shifts: 0.8 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 1,169.99 2,500.00 4,642.80 Mb: Shifts: Mh/Un: Un/Sh. 7,500.00 7,500.00 Mh: 75.00 Shifts: 1.5 Mh/Un: 37.5000 Un/Sb: 1.3333 1,824.02 8,025.00 2,193.73 12,042.75 ,, gg - _•�. to h - } ' ' 3' i . _ i g is `s R- . LI'. 1.:.-.� � �v" .-.es�,--._.t..a..�`e 5-�� `_ '�;6.SF�:..�5�Eht�..�,..�t�f5�.1�'1`nrYu.��_. Mh: 30.00 Shifts: 0.6 MII/Un: 15.0000 Un/Sb: 3.3333 729.61 535.00 877.50 2,142.11 40.00 Shifts: 0.8 a Mh/.2 20.0000 Un/Sh: 0 :7- 972.81 ,35�� g Vim} ten t1 1699--9 tical 1 x r 7,492.80 ` - 2x i -Z_- ',.. -� 3'+.3,x`. . f c!''�%nf.,-- .£' ,��.'� _ �`tr •�:,.:,�s'�� ._ �:t=. �. rte,. F.,.,.. Mh: 985.03u0.>:.s.- Shifts: 19.7 M /Un: 492.5000 Un/Sb: 0.1015 23,955.42 28,810.96 8,810.96 52,766.38 :MyKIt-� ;2 ` alrr . C F_ om - - _ Mh: Shifts: Mh/Un: Un/Sb: 281,750.00 281,750.00 **********Biditem/Category 94 ********** 192,244 1,388,937 225,904 263,250 2,070,335 Mh: 3,981.66 Mh/Un: 3,981.6600 192,243.95 1,388,937.00 225,904.25 263,250.00 2,070,335.20 *1* 95 Electricaly7//,�1&C Takeoff: 1.00 LS Bid: 1.00 LS Mh: Shifts: Mh/Un: Un/Sh: 211,246.50 2I1,246.50 -__fir. 54u�- -__2t...;s �r,�..-. _., I 1 Yf_ ye�� -- - -_ :,:. Mh: 1,380.00 Shifts: 23.0 Mh/Un: 1.5000 Un/Sb: 40.0000 69.99 25.47 73.12 168.59 **********Biditem/Category 95 ********** 64,391 23,433 67,274 422,493 577,591 Mh: 1,380.00 Mh/Un: 1,380.0000 64,391.17 23,433.00 67,274.31 422,493.00 577,591.48 *** 96Rock Anchors y Takeoff: 1.00 LS Bid: 1.00 LS ' �La '..t .n.na.:� ''M `tib' -*��: i>a iF, '-,;.L:' 3'M_;C'_.,it..}1` ...1, v t��_,_-W_._,� 3 Mh: Shifts: Mb/Un: Un/Sh: 37,450.00 37,450.00 Biditem/Category 96 ********** 299,600 299,600 Mh: Mh/Un: 299,600.00 299,600.00 *** 100 24"Interconnecting Pipping Takeoff: 1.00 LS Bid: 1.00 LS Pi KM s sir efra .- it _ MMM j. >ta % Mh: 840.00 Shifts: 12.0 Mh/Un: 7.6364 Un/Sb: 9.1667 363.81 7.78 i 69.55. 432.98 9.09 883.22 e}4 *--'ate v.. :rte. q - - '_� „'4Ggf-.3 9`,RZA V'".4- Mh: 240.00 Shifts: 6.0 Mh/Un: 240.0000 Un/Sh: 0.1667 12,386.57 10,138.21 8,904.42 31,429.20 Mh: 300.00 Shifts: 5.0 Mh/Un: 1.0000 Un/Sh: 60.0000 46.66 17.83 �t-St 43.92 200.00 308.41 EVATiti-::Ili'0'.;7:i‘,-.:-.V':"--, •` - : _:,:r _ - =- X.1F:" __ moi+_ ;z ij}'•: WI "'i'i tMS. .s+^-sC,,� Mh 500.00 Shifts: 16.0 Mb/Un: 500 0000 Un/Sh: 0.1000 24 320.22 11 550.30 35,870.52 i s ,: -._ �_. .�.�..'�.z�_..�._ ..- .,,,:..-_.-......_ . � � . Mme• _.._.ti.. .�...=.' _ may_ Mh:� 100.00 Shifts: 2.0 Mh/Un: 0.1667 Un/Sh: 300.0000 8.11 16.94 4.92 29.96 **********Biditem/Category 100 ********** 95,588 26,509 7,651 84,207 61,000 274,955 Mh: 1,980.00 Mb/Un: 1,980.0000 95,588.29 26,509.21 7,650.50 84,207.34 61,000.00 274,955.34 *** 120 Utility Relocations and Removal Takeoff 1.00 LS Bid: 1.00 LS Wctkps. y`7"'s - - '%`;r ,a .n.-'IXW' - . _ Z ',,.:. 3_ _,s .. `?mss-_`.?. Mh: 2,450.00 Shifts: 35.0 Mh/Un: 2,450.0000 Un/Sh: 0.0286 116,723.20 7,000.00 83,884.85 207,608.05 Page 1194 of 1884 6 Ric-Man Construction Florida,Inc. 05/1 Pkiii I bit A 12:13 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 120 ********** 116,723 7,000 83,885 207,608 Mh: 2,450.00 Mh/Un: 2,450.0000 116,723.20 7,000.00 83,884.85 207,608.05 Mh: 36,102.09 ***1EPORT TOTALS*** 1,847,448 3,531,298 606,799 2,780,257 1,333,814 10,099,617 N =Activity not adjusted to bid quantity Page 1195 of 1884 7 Exhibit A CONST7111 FL Dn. -BEW3 fLowoN 091-North Structure Comparison Structure Type Unit Dlmensioru Base Old&CO 39 60%Drawings ON Delta Structure Type Dimensions Base Old&C038 60%Drawings Qty Delta p-9 Catch Basin EA 48'Round 25 -25 P-9 Catch Basin 48'Round $ 230,236.19 $ - 5(230,236.19) Catch Basin EA 60'Round 2 -2 Catch Basin 60'Round 5 19,690.05 $ - $ (19,690.05) 3-7Catch Basin EA 46'684' 11 -11 }7 Catch Basin 48'684' 5 132329.64 $ - $(132,329.64) 19 Catch Basin EA 48'a84' 13 -13 1-9 Catch Basin 48'684' $ 155,722.33 $ - 5(155,72033) 1-7 Catch Basin EA 84 684' 4 J-7 Catch Bazin 84'684 $ 53,949.23 $ - $ (53.949.23) J-9 Catch Bain EA 86'684' 7 -7 J-9 Catch Basin 04'e8P $ 38,490.97 $ - $ (38,490,97) Type Plnilot EA 48'Round 9 -9 Type 7lailet 48'Round S 52,257.00 $ - $ (52,257.W) MO Round EA 60'Round 15 -15 M11 Round 60'Round $ 109,963.47 $ - 5(609,963.47) Manhole EA 120'484' -2 Manhole 120'684' $ 36,878.53 5 - $ (36,878.53) Type 1 EA 4.44' 1 Structures Type 1,2,4.5,61,17,F and V 4'42.5',414'&4'45' S - $ 527,057.95 $ 527,057.95 Type 2 FA 5'46' 1 Round Type 4,6and 30 3.5'&4' S - $ 48,799.75 5 68,799.75 Type4 EA 4'64' 4 Structures Type 5,61 and J7 d'48',8'46',8'45'&8'68' $ - 5 369,869.80 $ 369,869.80 Type Round EA 4' 1 Round Type 5,5 and 17 6',78'&10' $ - $ 65,500.59 5 65,500.59 Type$ EA 4'44' 7 Structures Type 61,17 and 5 614',646',&647' S - 5 227,645.68 $ 227,665.68 Types EA 4'63 1 Structures Type 61,17 and F 744' S - $ 103,663.08 $ 103,663.08 Type s Round EA 4' 1 Structures Type 17 1218 and 12'012" $ - 5 102,247.25 5 102,247.25 Type 5 Round EA 8' 1 Type 61 Bottom EA 4'64' 4 14 Type 61 Bottom EA 0'06' 1 Type 61 Bottom EA 7'04' 1 Type 61 Bottom EA 8'46' 1 Type 61 Bolton EA 8'68' 1 Type Round EA 4' 4 8ype 6 Round EA 6' 2 Type Round EA 8' 1 TO.10 EA 3.5' 1 Type 17 EA 3.5'48' 1 Type17 EA 4'44' - 9 Type17 EA 5'05' 1 Type17 EA 5'48' 1 Type.17 EA 6'44' 1 17 Type17 EA 6'46' 1 Type17 EA 744' 6 Type 17 EA 7'06' 1 rype17 EA 8'44' 10 18 Type)? EA 8'06' 2 2 Type17 EA 8'08' 1 1 Type17 EA 12'48' 1 1 Type 17 EA 12'412' 3 3 Type 17 Round EA 7' 1 1 Type 17 Round EA 10' 1 1 Type F EA 4'42.5' 39 39 TypeF EA 4'64' 1 1 TypeF EA 7'46' 1 1 Typed EA 7'66' 1 1 Typev EA 4'04' 10 l0 Page 1198 of 1884 Exhibit A 3%C. 3100 SW 15th Street COW Ti! lFL le. Deerfield Beach, Florida 33442 "Flap 6€Itl nook Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach WEST AVE 091 NORTH Capital Improvement Projects Office April 21, 2021 1700 Convention Center Drive Sent Via Email Miami Beach, FL 33139 Attn: Sabrina Baglieri. Re: West Ave 091 -North Subj: Change Order Submission 10-Year Storm Piping and Structures&WTS Relocation $4.305203 Water Quality $ 11.738.751 Commodity and Subcontractor Escalation $ 1.549.967 RMCF Labor Escalation $386.952 Time Extension 1,961 Calendar Days Dear Sabrina, Enclosed find Ric-Man Construction Florida,Inc's(RMCF) Iump sum proposals to accommodate the above referenced changes to the current contract for your review and approval. RMCF based the pricing on CES Consultant's 60%revised drawings submitted under separate cover. These drawings incorporate all the required changes and modifications so directed by the City.The history of the changes is well documented in prior correspondence, meeting minutes and Commission Resolutions as well as Change Orders and Directives. RMCF summarizes that history below. 1 10-Year Storm Piping and Structures&WTS relocation-$4.305.203 Subsequent to the re-start of the design elements of the project following a 1-year pause to the contract between December 2017 through December 2018,Change Order#3B was issued for certain Sea Level Rise and ULI Resiliency enhancements including added capacity to the new Lincoln Road pump station and increasing the size of drainage piping and structures per the newly completed AECOM 10-year Stormwater Drainage Map dated May 4,2017 as modified on January 17, 2018. (Reference Item 26 in RMCF's proposal dated February 26, 2019) R I C - M A V C O N S r R NO 11971 ofdt 884 F L O R I D A. , I N C Exhibit A { C' 3100 SW 15th Street COMS1'. &SIG. Deerfield Beach, Florida 33442 nEoRELD ��uu� Office:(954)426-1221 Fax:(954)426-1226 In January 2019, coincident with the pricing submitted under the AECOM Drainage Mapping described above, RMCF was requested to perform an independent drainage modeling study under the 10-year storm event criteria.We were asked to review the newly published AECOM report and take into account Pre and Post flooding considerations for the 147 Acre West Ave basin by examining the effects of the entire 600 Acre Miami Beach Basin on the West Avenue Basin with the intent of re-vamping the drainage design based on CES recommendations, RMCF's lead design consultant(A departure from DCP contract requirements). In March 2019 following a February 28, 2019 meeting with the City a final proposal was established for the study culminating in CO# 3A.The study specifically precluded water quality considerations focusing on the quantity(volume) of flooding in the West Ave affected areas,only. On June 28, 2019 RMCF/CES presented the modeling product and made recommendations with multiple alternative approaches to improve flooding concerns at the West Ave Basin during a 10-Year storm event.Option 2.1B was selected on August 2,2019 and RMCF/CES was directed to provide a cost proposal and continue with the design,accordingly. Option 2.1B did not consider the effects of the full 600 Acre impact on individual properties and/or low-lying finish floor elevations (FFE)within the West Ave 147acre basin. A proposal for upsizing drainage piping and structures was presented on August 7, 2019 in the amount of$1,787,000 but not acted upon by the City primarily due to two (2) parallel issues, (1)the objection by residents of placing the now 120,000 GPM WTS at the end of Lincoln Road and (2)a directive by the City Engineer on November 15, 2019 to halt all submittals to address with DERM a new issue-Water Quality improvements throughout the West Avenue Basin. It should be noted,the Final Drainage Report was submitted to the City on September 5, 2019 followed by 90%drawings on October 1, 2019.Comments were received on October 21, 2020 and RMCF Intended to submit 100%stamped drawings to DERM on November 15, 2020 to obtain the Class 2 permit and commence construction shortly thereafter. As a result of the relocated WTS,which will be discussed below and the addition of Water Quality Improvements,also discussed below,the drainage piping and structures have been revised to accommodate those changes and new pricing developed. Pricing is based on the following scope changes and additions from the previously issued CO 3B. • Piping and structure pricing has been updated to coincide with the anticipated schedule for the work commencing October 2021 through January 2025. + 84"discharge piping from WTS to 17th St Dissipator. • Drainage distribution piping from mains to water quality settlement basins. R I C - M A N C o N s f R petg61198 ofl1884 FLORIDA , I N C . Exhibit A mi IL 3100 SW 15th Street I:01lQTFL,gg:, Deerfield Beach, Florida 33442 ,pqapiem nook, Office:(954)426-1221 Fax:(954)426-1226 • Conflict structures as required by the 60%design drawings and specifically excluded in the August 7,2019 proposal. • Pipe sizes adjusted based on the relocation of the WTS from Lincoln Rd end to 1671 West Ave. • Subcontractor commodity escalation has been included as a separate item due to the delay in construction start from 2019 to 2021/2022 where applicable through anticipated completion. WTS Relocation The original capacity of the WTS, 60,000 GPM was situated at the end of Lincoln Road as required by the DCP.The capacity was based on a 5-year flood event.Based on a request from the City under Change Order# 3B,item 17,the result of the Resiliency effort which took place in 2018, one (1) additional 20,000 GPM pump and one (1) Vortex unit was added,for volume and water quality,respectively. In March 2019,a 1250 KW Generator was added to the scope (item 14 CO#3B). In May 2019 as final designs were being formulated negative feedback from local Lincoln Road residents were conveyed relative to the location of the WTS,its size and the perceived impact to the neighborhood.The City requested RMCF investigate alternate locations for the WTS and after examining no less than ten (10)locations,in November 2019,recommended what is now termed the"Median Concept"at Lincoln Road between Lincoln Ct and Bay Road. RMCF was directed to develop the concept,include elaborate screening,added green park like space and roadway enhancements while initiating public interaction on final development of the concept and pricing. Weekly meetings with residents to answer questions and take suggestions on the enhancements and development of the Median Concept were held commencing in December 2019. Based on resident feedback and recommendations made on May 6,2020 by the Land Use and Sustainability Committee, RMCF was formally requested by the Commission on June 24, 2020 to perform a feasibility study to seek out a new set of alternate locations. On July 1, 2020,the City issued Contingency Draw#1 in the amount of$207,776 to study no less than ten (10) alternatives for the WTS including the preferred location (Median Concept),produce a comparison of pros and cons with budget pricing and rate each alternate location from the preferred spot for review by the public and Commission. Based on the CES report dated June 29, 2020, RMCF provided a detailed proposal of Budget costs and time impacts for eleven (11) alternatives culminating in a public presentation of these alternates. The Commission on October 28, 2020,following a virtual presentation, selected Option 3A.Option 3A places the WTS at 1671 West Ave parking lot with discharge to the Collins Canal at 17th St.Option 3A was budgeted at the time to cost$2,875,000. R I C - M A N C O N S T R 1199 oP1884 FLORIDA , I N C . Exhibit A 0y 3100 SW 15th Street MAR,me. Deerfield Beach, Florida 33442 _DEERFIELD Roca' Office:(954)426-1221 Fax:(954)426-1226 Borne out of that approval,the City issued Contingency Draw#2 for$137,500 on December 4,2020 based on RMCF's proposal and summary of Change letter dated November 19,2020 for 50% of the total re-design fee of$275,000 for the design of the relocated WTS. Pricing is based on the following scope changes and additions from previously issued CO 3B. • Parking lot at 1671 West Ave removals,relocation of utilities,new fencing and gates and re- paving as required to reinstate remaining parking spaces. • West Ave milling and paving between Lincoln Road and through the 17th St intersection. • Cofferdam/support of excavation increases to accommodate new structures at WTS Junction Box and Dissipator Receiver Box. • New Effluent Discharge Box. • New Dissipater Receiver box. • 8"Air vacuum valve assemblies. • Upgraded Contech Vortex units to 65 CFS from 63 CFS. • Duct bank and Structures from West Ave to New FPL vault. • FPL Vault-supply and install. • Added MOT considerations-ODP and roadway/signalization changes at 17th St&West Ave. • Landscaping/fencing at 17th St. • Striping and signage at West Ave between Lincoln Road and 17th St. • Screening system at WTS. • Added hatches due to additional structures. • Sea Wall Modifications at 17th St. • Sea Wall Modifications at Lincoln Rd end. • Subcontractor commodity escalation has been included as a separate item due to the delay in construction start from 2019 to 2021/2022 where applicable through anticipated completion date. • 50%of the WTS Relocation Design Fee. A. Credits included: • 60"Bypass System with manifold and 32"discharge to dissipater • 60" Flap Valves • Bypass hatches • Dissipator tie back system. B. items not included: • General Conditions(priced with Water Quality CO) R I C - M A N C o N S T R Pii961200I of$gra F L o R 1 B A , I N C . Exhibit A 1 �"' - 3100 SW 15th Street COMA FL,mc. Deerfield Beach, Florida 33442 otorftbizAcloottax Office:(954)426-1221 Fax:(954)426-1226 Il- Water Quality Enhancements- £11.738.751 As indicated above the issue of Water Quality came to a head on November 15, 2019 when the City directed RMCF(via email) to cease making its 100% drainage design submission to DERM. RMCF was informed that DERM will initiate required improvements to water quality in the West Avenue Basin before a Class 2 permit would be issued.Preceding this notice to hold,in an October 30, 2019 meeting with DPW,CIP, RMCF and CES, RMCF was informed that the present water quality approach during the upcoming permitting process would need to be addressed. It should be understood,the DCP nor the more recent modeling by CES for the 10-year storm events addressed water quality at the October 31, 2019 meeting. RMCF was directed to proceed with submission of the completed drainage design but perform additional studies of existing pump stations at 6th, 10th, 14th and 17th street pump stations to determine treatment capacities for the West Avenue Basin. RMCF further documented the sequence of events in its October 31, 2019 letter to the City.Then came the November 15, 2019 stop work directive. In the period between November 2019 and early February 2020 RMCF,CES and the City explored various options at the City's request to improve Water Quality standards at the West Avenue basin based on City interactions with DERM.On February 10, 2020 RMCF provided three (3) alternate schemes for review along with budgeted costs and a preliminary draft of the requested Technical Memorandum recommending the treatment of 30,000 GPM for water quality purposes utilizing fifteen (15) shallow wells.At that time, RMCF requested a design Change Order to initiate the work necessary to make a presentation to DERM.On February 18,2020 RMCF provided a revised proposal based on input from the City along with revised Budget pricing and revised Technical Memorandum for the design work.On March 27, 2020 RMCF provided an expanded proposal for review by the City based on continuing technical and conceptual discussions.On May 4 and May 14, 2020 RMCF memorialized its final proposal requesting immediate NTP to proceed with the design work. It is important to note,the City tabled the above requested design NTP pending resolution of the WTS relocation issue. It was not until the October 28,2020 Commission meeting that RMCF was provided clearance via Resolution 2020-31243 to proceed.On January 5, 2021 RMCF received formal direction from CIP to proceed with the Water Quality design development.CO # 5 in the amount of$1,101,869 was subsequently issued on January 21, 2021. Pricing is based on the following scope changes and additions from previously issued CO 3B. R I C - M A N C o N s l k Piig612o11o101884 FLORIDA. , I N C . Exhibit A 3100 SW 15th Street CONDI.me, Deerfield Beach, Florida 33442 _DEERFIELDSmoo Office:(954)426-1221 Fax:(954)426-1226 • RMCF will install,make operational and test-two (2) settlement basins 20'OD,two (2) Pumping stations 20'OD servicing six(6) 24"diameter wells with structures including all mechanical,electrical and controls to divert drainage water at two (2) locations within the West Avenue basin (Lincoln/Bay Rd& 14th Ct/West Ave) utilizing primarily Secant pile construction methodology. • RMCF will install,make operational and test-five(5)settlement basins 15'OD,five(5) Pumping stations 15'OD servicing five (5) 24"diameter wells with structures including all mechanical,electrical and controls to divert drainage water at five(5) locations within the West Avenue basin(2-15th Terr,2- 16th St, 1-Lincoln Rd)utilizing primarily Secant pile construction methodology. • Provide one (1) 24"diameter well and structure located at the new WTS at 1671 West Ave including 2-7.5 HP pumping systems housed within the WTS for Water Quality purposes. Power and control scheme will be integrated within the WTS overall design. • Provide control panel platforms at seven(7)locations with landscaping screening as" approved by the City. • Utility relocations as needed included. • Power will be provided by FPL along Alton Court in the form of a pole mounted transformer feeding a handhole. RMCF to route duct bank from handhole at power pole to pump station sites. • Full MOT/road closures at work locations included.Access to residents will be coordinated on a case-by-case basis. • General Conditions based on 150 days of extended field time to complete the work. • Budgeted numbers have been updated for commodity increase to RMCF self-perform items and subcontractor pricing. III- Commodity and Subcontractor Escalation-S1.549.967 Construction commodities have increased 3.6% from Dec/Jan 2019 through February 2021 according to the Producer price Index sponsored by the U.S. Bureau of Labor Statistics.The Project under CO 3B was compensated for escalation through an expected completion date of June 21, 2022 (Feb 2019 update# 18).The current change order work has been adjusted through the new proposed substantial completion date of January 11,2025 provided formal R I C - M A N CONSTR NO 1202 01°18'$4 FLORIDA . I N C . Exhibit A 3100 SW 15th Street coal"INC. Deerfield Beach,Florida 33442 DEERF,�� % % Office:(954)426-1221 Fax:(954)426-1226 releases to vendors can be accomplished shortly in this highly marginalized market. Lumber and steel are experiencing large swings upward in pricing,as much as 17%and 6%, respectively. See attached Steel Price Forecast and Market Outlook published by HIS Markit. Steel pricing in the United States which impacts our, piping, pumping units, conduit,wire,re-bar,and a wealth of other steel products are expected to remain high throughout 2021 (when commitments will be made to suppliers),due to high demand but slow recovery from COVID impacts to manufacturing these products. PVC has been affected as well due to power failures in Texas impacting production there. RMCF has analyzed the balance of work and received input from most of our commodity suppliers moving forward. In consideration of$1,549,967 (see attached Spreadsheet) RMCF will accept the risk of escalation for the period of construction through February 1,2025 provided approval of our pricing in the form of a formal commitment is received no later than June 30, 2021 and the City agrees to pay for stored material, offsite to combat escalation charges.The volatility of commodity markets is too extreme to accept long delays in commitments to our suppliers. In the event the schedule slips due to no fault of RMCF,we specifically reserve our rights to recover added escalation past the February 1, 2025 substantial completion date. A possible alternative would be to negotiate an escalation clause in the upcoming Change Order to protect RMCF and the City from the volatile swings in commodity pricing we are currently experiencing. IV- RMCF Labor Escalation-S386.952 Under CO#3B-item 23 labor rates were adjusted based on anticipated Substantial Completion of June 21,2022.Labor rates for the current changed work have been accounted for through the new proposed substantial completion date of January 11, 2025 and are included within the individual change order proposals listed above. According to the U.S.Bureau of labor Statistics rates within the construction industry experienced increases on average of 6%between 2019 and 2021,or 3%per year (0.25%/Mo).Consequently, RMCF proposes an escalation factor of 0.25%per month for the period between June 21,2022(the expected completion date under CO#3B)and January 2025 (the current projected completion date) or 30 months. (see attached spread sheet). RC - MAN C O N S I R F%ge 1203 01884 F L a R I D A . I N C . Exhibit A 3100 SW 15th Street coNalen.11e. Deerfield Beach, Florida 33442 ,0tH&rook Office:(954)426-1221 Fax:(954)426-1226 In addition,the new change order Iabor has been escalated from January 2023 thru January 2025,the new projected completion date amounting to 24 months of added escalation. VI- Time Extension 194 Calendar Days The original contract duration was 730 calendar days. The impacts to achieving substantial completion are well documented but summarized here as follows: Original Contract Duration 730 Days 1- Previous CO-Hurricane Irma- 30 2- Shut down delay#1-12/18/17- 12/20/18-Resiliency UGI. 368 3- Design&Const.add Jan 2019 CPM Update-CO 3B 659 4- 10-Year Roadway/drainage changes-8/3/19-10/30/19. 89 5- Shut Down#2-WTS Relo.and Water Quality- 10/31/19 .10/28/20. 364 6- Change Order design negotiation 10/28/20-1/15/21. 79 7- Design Restart New WTS/Water Quality/Complete Design 1/16/21- 9/30/21. 252 8- Construction impacts due to Water Quality additions. 150 Total Contract Days 2,721 Days Total Days Requested (2,721- 730 +30 = 1,961) 1,961 Days RMCF provides the detailed schedule with full details of the impacts in the form of a consolidated TIA submission,attached. It should be understood that the basis of the request is rooted in a 10/4/21 construction start driven by the issuance of a Class 2 permit by DERM.Any delay in this critical process will impact the end date. DERM has not published its intentions regarding minimum standards of compliance relative to Water Quality therefore,we specifically reserve our right to additional time and cost in the event the permitting process is extended through no fault of RMCF. RICMAN C O N S T R pgge 1204 of1884 FLORIDA . I N C . Exhibit A auam +' 3100 SW 15th Street 00118T R,MC. Deerfield Beach,Florida 33442 DEERFIELD ELOt%OA Office:(954)426-1221 Fax:(954)426-1226 It is important to note the near criticality of the Harmonization Agreement approvals by segment.The issues of encroachment removals, payments for removals,and/or relocations within the ROW over and above the DCP criteria on private property remains an open item. This in addition to recent requests to address certain vulnerable residences (50+) which may be impacted by a 10-year flood event when considering the impact of all 600 acres (147 acres West Ave,453 acres east of Alton). RMCF points to recent correspondence dated March 9 (2 letters)and March 17, 2021 requiring the City's input and direction. We trust the foregoing information is complete and while not necessarily within the budgetary limits set by the City based on aforementioned market conditions,we request approval to proceed with the completion of this important project. Please contact me with any additional information you may require during your review process. Sincerety, Michael R. Fischer, COO. Ric-Man Construction Florida, Inc. CC: Danny Mancini Tyson DiPetrillo Dan LaCross Rafael Vega Jose Caraballo Jorge Rodriguez Nick Karpathy- Chen Moore Attachments 1. 091 CPM Critical Path and Impacted Schedule,All Activities 2. February 26, 2019 Proposal Letter, Item# 26 3. August 7,2019 Proposal Letter-Model 2.113 4. March 6,2019 Proposal Letter, Item# 14 5. November 19,2020 Summary of Changes 6. November 15,2020 Jacome-Perez Email 7. October 30,2019 Meeting Minutes 8. October 31,2019 RMCF Letter 9. March 27,2020 Email, RMCF 10. May 14,2020 Proposal Letter 11. 10-Year Storm and WTS Relocation Pricing Sheets w/HCSS Reports 12. Water Quality Pricing Sheets w/HCSS Reports RICMAN C O N S r R pgg612051 of'1864 FLORIDA . I N C . Exhibit A rWSW Minq 3100 SW 15th Street Nall&la Deerfield Beach, Florida 33442 RFiapyftooh Office:(954)426-1221 Fax:(954)426-1226 13. Vendor/Subcontractor Back-up Documentation 14. Steel Price Forecast-IHS Markit 15. Commodity&Subcontractor Escalation Spread Sheet 16. Escalation RMCF Direct Labor Spread Sheet w/ Index Charts R I C - M AN CONS I R PA0'12061 otn1884 F LOR III A , I n r KB 91 West Avenue Neighborhood Improvement North-Delay Summary Exhibit A 2017 2018 2019 2020 2021 2022 2023 2024 2025 I�1IR SIO�':N�C I JGIMIA IMl I I IIPI S101k1D lliiMI,Fi.MIIIIIR;SIotMbo Ili IM.IeI M I II I;AI 5il0IN1D 1Id Id M III I IAISIDIM ID 1IGi MIA IMM IIAISIOINIO II/'M IAIMIII1 IAISIolNID I,ir.IYIRIYIII IiAISIDi,NID IIGIYIA IMII i Original Duration: SYha.Mtl NIP Total Caatract Dl nlbn:T30 Calendar Days Completion 7/31 7/30 Design/Permitting NTP 7/31 12/18 Shutdown Delay N1-Resiliency Committee-Project Pause 12/18 12/20 . Design Re-Start-5-Year Scheme 12/21 .e/2 10 Year Drainage Modeling Change Order 3/14 5/2 Re-Start Design-10 Year Scheme-Roadway/Drainage 8/3 41M1111coa Shutdown Delay 02-WTS Location/Water Quality 70/31 10/70 Change Order Negotiation Design Only 10/28 0111MIZO 1/15 • Design Re-Start-10 Year Scheme/Complete Base Contract Design n5 8/30 • 5/12 Cering-Cn leing-Ce1 Construction Ion Sotey ntel Completion Additional Construction Impacts 1/11 150 Days Flnal Completion Closeout/keiNaes M.52,4/4 Page 1207 of 1884 * WW1 N OUGI O9991 WM 9L99.99t11991,090 _ 4491/909 II 6499490099009 NSVT El P1end 00009!11• • W91,44904N 109399009131441000 a_ 1 101.1001 11 19-14912 W I$*%0 9 9 93)011.01110,4109029090MO90103010371119001191.1010/65 901 1 NO G•1101 1v 1019tH 19.14911%0 9 0 900 MUMS 9090109114001 09919100900 904 (23H1iOilOTW WJ.1/902%00113DYf MIIEMi3O3i3 mo° • *009.1901 19 10130* .0+0401910 01 01 SMU16M STEM A1190013WN01V3V01.1l•.311001.1.199 LW I 2005.100 it 10109.0 1011030 ft. 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I . 023204-140 E63.38139I4T.SEG S 1 1 0%6080.21 0545623 460 Mat-5 OM I . 05E034050 CAM7MENW0W4EN13448 MANED 4203 a 1 O%-09F*13 040-4023 568 N®1.559Y 1 05E154202 003187101616011EE01009514.3G 5 2 2 0%0944324 108811 469 2007.2 MY 1 -56ma99g 0.06614 EIb6 ®R61Y610GVOk • •U353t= 039772022 7ASK raw-Ail Ag94e9 •Min Amin WOR -0165910 T2r1 W0+k PRGB 1214 011884 Exhibit A �KD41 WEST AVENUE NEIGHBORHOOD I6fIROVFMEN1\072111M.1RC1131.20211Pf1A III 41•NFWDFSIGN Wf^1..: RUN DATE:1-Apr-21 ITI I. 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Amu1N3N Cl45IR"""I909 YJL'AI 1219 of 1884 Exhibit A_ KEA I WFST AVENUE NEIGHBORHOOD IMPROVENLNTNOtTH MARCH 31.251 OVATE 43.NEWDESIGN -i - RUN DATE'194pr.21 OAA 511607.701,1041.PATHM. ��,, DATA DATE:O1-Apr-21 'An1<5.91 WEST AVENUE.NEIOFIEORSOOD IMPROVEMENT IJ0RT.II MARCH 31 2021 UPDATE.13•NEW DESIGN MILESTONES 1503 6120570117E C5303E105141 ORP 1.720146710600111169113%7010.1151621l325) 0 0 0% 114•025. 427 10921.700 • 1641 MAL 606011:41174/1•43 OAY51M012010111011warn 1.16503100 5 0 0% 57.11753 437 1001.7 DR DESIGN . .. 1.. .;.� T. 1.1.r• a •.. .. (1700 I* WNQ1PA56•�/i5NT t - -IW170 150 0%]142010* 005341 470 1®1.700 CONSTRUCTION(NTP 27 SBDf®IT11i'!'IvRifAIBRE1111< . 139 l0aROOQA00NPtnCSLfl16EAfi11�ENTSCM5130FF01E�M16.1004.1071 0.557/470455 IS E WM 41 5%00#&941 040621 451 10191.5Dkv M . 63.116E67�IT2f.011N)RICifON1 • 056(62.7000 2077 ' ....: '�IYIA2S.LQ14 0AGJ✓FIl2HrSrllm air.9aN15 Y3%5 .100%-MESO 10 0%01-60.4017 ® 5 ,21 MO 77.1601 S .010 0 .1015 5001602171E3%S DEANERY-032 2 2 9%,030121 410141 40 1011.560DO15 I 13402.1010 E575-55110T-5007 I 0%070701 070141 401 5301.5537 I 06E024900 SIAYEY 1410068-6002 l 2 01 07400 0190,21 40 10201-1607 I 0.30.7020 00141015140050400562654760033-MOO2 1 1 0%1197521 114131 40 607-5130 I 04002-100 51131(4,03500 T60S1950751.6E02 3 1 2%459631 1146.41 405 1091.506 1 032103.7440 00O 0101OURE1051301/41(-4D32 4 4 0%121621 1%0621 400 6391.5 DR I 04901070 E.55020N20-6114WICCES5•S03] 3 2 5%104020 ]001.]1 40 1691-546Y 1 04253.70 0760 p%SENT.DED 7 7 2 0%21.0121 220037 400 011.6604 I 535432400 024703040477.5302 1 3 0%254630 174631 469 10115(38 1 04201723 16116151096016.54132 25 51 0%2602.21 2653027 455 541.5 MY ti 06E02-5100 60IACE 6066010131A155314•SEG 2 0 22 0%7041021 25.022 09 00-5607 A 0600.1110 243134.1.9511255-SEG 2 I5 15 0%314022 10027 450 MON-1 DAY ■ 12002.114 7015207001653201015E43.21040.4602 35 W 0%110472 07022 405 1011.5 Did MB 04024210 71f0CP1O2EDES-E7:H11AWO1/0200W195AG-SEG 7 31 55 0%31003] 70032 450 1091.5 DAY 034512-1100 (MALL PEW DAV 00T811PE7I4G 50367 ETD-6062 12 12 0%744022 2011322 4620 091.5004 0 04E0150 MALL 15322620004.6002 7 7 0%132*1722 10*0722 419 5101-5 OW 1 055024110 ICIALL A021747RASE IOTLFT•6002 4 4 0%114032 1614122 455 607.5Lav 1 055102.120 10133010O 3065ATON-DEG 2 6 5 ON 174422 274022 419 1001-500 1 C34E070 0000051126035274041.E1101 0 1 2% 20497.23 409 1001-108 • SE.11.10I7O Tl1 TRUCTIC 0410334010 10000.1710.,27E 0500.582] 2 2 0 2443.22 25400 i 160-OMT I 0466.5002 45130161007•5033 I 1 0%29101220 204532 446 7001.508 I 05011000 77601ECT0410GT7EE0T2232019-3G] 2 2 0%2744.22 3044542 469 1091.5 398 t 0401034 000ORD 1DARTER/01517115•SEGS 4 4 0%314470 03440.72 410 6901.3138 1 080100 05020P0J3351120 93.SEG] 3 3 0%01.12.27 003422 09 7821-1231.1 1 00601407 31141720111E117-3532 2 2 0%9244122 10.44022 400 K01-6 DR 1 03463.7000 DUN D 5360 45•9763 S 3 0%1342172 16.642 47 1011.5 DAY I 04501139 0530314510%10735-50.03 30 00 0%10511 074622 409 031•5 OR NE 304(03.1100 IERKE SAN 1414001A150015.3E3 15 16 4%20.4432 724222 401 1141-5130 5 050.03.1110 I6PLLVSLIES-SEG] 12 12 0%154022 741022 426 •607.5601 ■ ... 08511130 53210MY0011506 018.2637100-5E03 20 20 0%0547.22 3051032 466 7801.508 5 24261010 2728O5PMPOOE3•FAROAWW(IYNOOV]4ERFf-5003 33 23 0140544542 000612 401 1091-5395 fi • 61012043 1.1105 501 ®Rmni4gWO7 • •Weston Pop 1414 TASK NM.LONGEST PATH *5211047 016636- •766 Exhibit A K841 WFSTAVEWE NE2G100RHO0D 151PROVPMNI HORTH MARCH 11 2031 UPOA1F 43 7 NEW 005105FUN 90040:19.00082-25 GAR CHART-CRITICAL PAIN Ir ' DATA 90040;01. r-21 [COMG�1.K•I IAMB/6 SMI00% W� RD PCH 5007 .5.80, Oa./ 2451 2022 2073 2024 2025 l I 4.4IN190+IPI9.1'A11K49NG.4I MNY44.1 I9NG 11qY4Y42W519'1P 4'W 04E0-1100 ,6911.NEW eon,IiNTERIRWS•43 VELLS I ETC•SEG 3 10 I0 0%0500.4 150021 145 10151.1001 04005.1120 ,SALLIEWSC4EWA•SEGO 7 7 0%200022 030.4 Ke 501-5 DN I 450611100 115591.LA5NOLT922E 19130T•5001 3 0 0%810042 024.42 430 0001.990? 1 005005140 1.4046.2•1014 GLIMATC01-5E413 S 1 0%034051 0716523 44. 1410:-5 M' I ag0.030 SEG50402196S03M09L 34.99505 a 0 D% 0740.10 an M1-3 DAV • CO4E044010 11091E 41400444 CEL RY4E04 2 2 0%081.22 054052 107 MI-5050 I 050041000 ESP604MOT•SEG S i 1 0%7010'22 100012 414 KIM.5 DRY 1 030041050 PANE=041450 414926 TO 002.M-SEGS 2 2 0%1140841 14440.4 481 0011-5 0W1 0.51041050 LEWD OM/GOITER/=M%LK-SEG 4 4 4 0%00445422 1810.52 AW 001.80E1 1 a4C0111010 6118152111ECFSTWVI ACCESS 4E04 3 3 M n-r.12 280151 450 0021.4131 1 03004.100 0904440.E17.09000 2 3 0%200652 2540802 450 4601-1 OW 1 0150641000 9E7001519105E9IP•SEGS 1 3 0%0010823 1040422 4e0 4601.5090 1 45004-11211 MULL 61,01040040-4064 0 I 0%0104022 1204522 458 1001.8001 I 04E014100 REPLACE MN.M%4MO1.41ERtS-SEG 4 5 5 0%1100.22 1045512 185 1601.5044 . 1 03401.100 I409LLY4IUE3-5E04 5 5 0%2009542 2505002 480 0001.5DAV 1 43064-1130 P 040100 401WC.101 ELE15.11010.5E0 4 10 10 0%900842 040.7723 410 1611-5 DRY ■ x$0.1140 143I1LL STiEETLGKTCOM2R/0005.6364 8 4 AS 0.40521 0.4.53 401 0051.8 my a3ECi1210 W4•NCEPIOPER1L5-97Rl1Q R%I TMOORAN4 PPM.SEG 4 10 10 0%220022 0400503 405 1621.505_ E 04415021150 rave.0CW010100100011001110 455.L3 1010-5004 4 • 0%10._188 114521 480 1621.5 OW 1 000041770 MAIL HEW 900`4005-SRO 4 1 5 0%1440113 1010413 110 10501-5010 1 04E04410 ,MALLASP0MT12tSE 1 STLFT•SEG I 2 2 0%514010 250.8551 CW 14511-5O0Y I 040041200 1A1016UPIG S1111I00511314-5E414 8 5 0%280013 2700533 411 001.5040 I . 030045133114/855IBS004TW. OI 1220 54 SLEN a 0 0% 0844528 485 001-3Gd .. • 040041220 0%10455004EMT 81105 RAZE 10085460510IIE9-50041.,COL32100 5 S 0%10.1541 5140123 440 1901-0091 1 • memoir a communes 03611610/3 1EEE12454010.44 DEL IY.6m5 1 2 0%044513 07404 451 EMI.501Y 1 0.445.1044 E4008110T.5E45 1 I 0%0514541 0510022 405 0091.0051 I 04000. ER 1050 PiOlECT611C �S 1710PEW.-SECS 2 2 0%0940010 1041031 480 1691-5 OW 1 03100.1000 DEW 0001001M45r 513510930.905 4 4 0%1014343 1650048 419 0841.5 OW I C2-8131304 OM Ef5&BIPHFSTION140265•SEG 3 3 3 0%1714511 254021 10 . 4051.5 LAY 1 04E051900 VW T%BOR.EEO 5 1 2 0%2210815 5345423 On 0081-5 CON I 0-60042000 39012500 SCRIP•SEC e 1 1 015 5404) 041543 158 WM•5 DAY I 04E04120 1W00LL RCM 90000014140.0005 20 20 5%2714013 244033 402 1051-5 COY ■ 01[4510 005)055454 IAN 10U1ER%S-SOD O 10 10 0%275520 0744541 411 1631-5101 1 04E136.1110 IMPEL\WOES.SEG 5 I 4 0%1041445 14220.21 409 101-5 3.57 I 04E05-1130 0418.1NAVCCOETROCTEN01249MEV 21 IMOD-SEG 5 15 15 0%120422 095731 489 M1.1 IMV ■ 015,551140 MMI%L STREET OOOTC0C127/OWE 6-EEOS 5 5 0%014,415 09165.31 40 001.5 GRT 1 030051210 1440015E~RIES-FA1111MGIOIIYAODCRAM 6PP1G 516015 IS 0%1240013 0511521 EW 1614.5 CAT 0.60061150 ICALL5EWO10/09710%1 401500W0L01959.026 5 5 S 0%055420 1255.23 409 091.400/ 5 050115.1170 ,OPLL FEW=CANE.SECS 4 4 0%151651 15204533 489 1691-5 OW 5 04E05.1110 MOLL AS$5097052E100100.5005 2 2 0%1541522 204.00.11 404 1011.5 Lw I 0- .7000 U162APO4C 5 Ia5GR7EIH-EEO 5 3 5 0%2341511 2524021 801 K001-5 DAY 1 046005.2220 80009475041 50%450=PLUM 0 0 0% 0544.93 100 501.02414 • 04E061215 04V22RS122TE3435110CE WADS.4QE049EW1ES•SEG 516TH C5 7 7 0%164153 0040143 159 0%1-60450 5 SECUIPSTSc01R1idIC11Q1 . • 04E04010 Mi95GESM100lIElJEAY-SEG 5 2 1 0A WWII 074.23 405 001-540' • 1 0135./61040 ESWILEIH4T•SEG 8 1 1 0%064.145 08..4454 480 001.5 DIN 1 i. 0010091s14 Leal 01E004 ®R511811441W8Y • •504!340 4108420/4 TASK Tor LONGEST PATH, -A.M11W0 1♦C0o0 R55Oi0p 14071 Page 1221 of 1984 - QQQQQRQQQ 09 ?9 9884[129000QQQ QQ QQORQ a Ea`: iil t 1111110111 e. . 1iiiiiiiiiiiipl i411 ; €ITIII IP M P111$111. P 1R 111111 PI igi �- lq- -WI i;li g _ l' 0111111;010 a i ; �� °1111111§e101101 i 11 13 ! §! 0 it 1 .i k i T! - ` b: 2^ s C: S a - - - - - - a . b a . . e a a m _ .. 8 a s . a "—I/11 • ; @#, ;3# F �4.4a il; ;k@ �79i�27 "s35517i�9 ; R 959 '� �1s! 3;;,! ; !; i41 p Y § 4ii4Y ffl illiiii$ iiiii 11 Illiiililliiiiii0 1 88888e533i1 888888888888888888 8888888888888183311 iiiiiiiiiii iiiiiiiiiiiiiiigii iiiiiii$illEiiii3 4 4 A R$S j W& Q 4 4 4 5 $Y 4 $4 4 P I g Y W Y Q 4$Y . 4 4 Y Y i 4 4 4 1 r • In B -o s s s I i s s ,1x '1-- �a 11' i 3•- _■_■--2--- i .-gTAI i ism g -s az o32 MM ; 0 • L • Exhibit A KR•91 WEST ANRNLI%EIGI1110R1101R0I4IPRO1'MOO'NORTH MARL1171.2021 11711:11$431 NEW MOOT 1�C~ Rl1N DATE-104 pr-21 BAR CHART-CRITICAL PATH 6.4. DATA DATE:01,Apr-21 • I!49R11Itl1RUN: MINEIHMIMEiMENIM:uFO Goy GOGEL'GGDOGCL©ore©6aa' o ' tl6EG4.1412 MOLL STWEETL9MCOOMI BOXES-64.06 5 5 0%010124 013124 b9 1411-5 MY 02846.1230 400611142E116208410.1-661111460.0 VARD CRAP 4 PPM-SEG 4 20 20 6%1244.34 024424 469 10391.!MY ■ t9-SEM-1166 tt9AWLlEW0/41/ORER 19ETIONG V LLS I Eli-SEG 0 3 5 0%10.434 163424 400 4391.5 CAT S • 24-4004174 0%0111EW 4646%-9E05 7 2 0%17.421 23•144 409 001-6 OW 1 1261E00-1160 16PLLASPINLTRASE ISTLR-SEG6 4 4 0%26.9421 11.1134 469 %911.5 GO 9 04-9006-1200 L•0901P50 A 14011101-6905 7 7 0%03.4124 06319024 404 (651.5209 1 L0SEG01220 %LOENM 1614SW11141 CC541LETION 0 0 0% 096924 409 %WI-5081 • BEMENT000I TRUCTION 2444.04.1010 199640/M96EJ46 654001.469 2 2 0%1204024 1134444 469 461-4 MY 1 C2.E09.1010 ESA/E1R600•SEG9 I I 0%14.4074 146634 469 6651-6 GT I 63600140 SM5ET1A44011•SEG O 1 2 0%%1104924 1364924 469 10191-509.1 I 24483441240 COWAN 0404:440•APATEARE SEAMED.SCG 9 I I 0%166644 1601634 461 1011-10.7 1 1Y901061060 71931f02 E110154319EE4TGI®%91-64309 2 2 0%156034 1504021 469 1®01.0 MT 1 1244.65.1510 BBDO S(44RIERISGEWW4SEG 9 4 4 0%196024 2244041 401 8031.6 GT I CSECP-1070 ESPBLERPEOESIMRAf1£SS-9EG 6 5 3 0%2344023 2144024 409 1001.5 OW 1 0664.071000 61STRP 096.994.117.1401 0 2 015 31.4924 2014004 401 6694-51209 1 13. .1090 06461090143 6£11.111•SEG 9 1 1 0%564924 0351714 419 %651.1 GT 1 0446.1120 56AL1VOW CRAWS-EEG 0 25 25 0%0459024 090924 05 6991.4 GAY pp 6764.0.1100 REPLACE SAM 10NM0141E1619•SEG 9 II +5 0%060134 290024 !I 6091.3 COY ■ 02891110 96011 WY 1.11ES•SEGS II II 0%360624 134234 460 O01-6 CAT • 02224}1160 16:15.11413T COP•TFUCTICNELE1/41960•SEG 9 IS II 0%1140924 044024 469 10301.601 0 46-90461210 141,IE41ZEPI9FFl11E6•EAR156V000 YAM 6lM46000•SEG 9 II 1I 0%116934 0/9924 469 10351.5 GV 1. 2444.00-1100 MALL 14.11046 IORIFRIPEY.IG9MLLSI ETC-SEG7 • 10 10p34 a% o 234024 401 1011.5 CAT • 054.@1170 %ALLIEW9CE%NR•SEGO 5 6 0%54 33 3009324 465 Past-5 CRY 1 026061160 WWI EB 0 2 2 0%31- 24 01.1425 400 NMI.500 I (.2SE061044 1.1.105CAPM3 a 3460014•SEGS 9 I 0•14 02.1.665 1309045 449 051-5 GY 1 72SE00.1210 SEMINIT9018591M141.COOL ETON 0 0 05 13.42445 449 11.5007 • FlIIAI:OQPLEIION 041000 F14S1.6506117OJE59AV 10 15 0%14.4435 0306931 445 6411-5 MY 01 041020 51ML1116F1CLOOP 03141.14110% 10 00 0%04F6021 1109623 469 10301-601 ■ 061060 RML STTPNG 10 10 0%0465423 17.6045 020 1061-1 017 0 041060 16445-P1,69E046.21/1011111 6 6 0%1664926 0401440 490 11651.501'1 I 051090 851171/101 L0T00141.E11031 10 50 0%23645 074036 400 10194.51X7 11 08-1090 MN.3044LE1011 a 0 0% 010033 469 10791-5 901 607111011/1.1015-1011 00020 824-120 3434 • •141419-16 %064 014 TASK 101r LONGEST PATH. MOM AOI116*5 (4094•. .:-•VML Exhibit A 'tar; 3100 SW 15th Street COa F INC4 Deerfield Beach, Florida 33442 ,Eta me o' Office:(954)426-1221 , ` Fax:(954)426-1226 City of Miami Beach February 26, 2019 1700 Convention Center Drive Sent Via Email Miami Beach,FL 33139 Jorge Rodriguez Re: West Ave North-091 Subj: 10-year Storm Drainage and Lincoln Road PS-6 Pump Option Item 26 Jorge, • Enclosed please find our formal proposal with supporting back-up in the amount of$3,082,308 for the 10-year Storm Drainage upgrades as originally submitted in our lune 28,2019 correspondence. The final pricing is$237,000 below the budget estimate due to the elimination of the upsizing for the Generator to 1,250 KW from 500KW.This pricing is now housed in item 14-Generator sets. Please be advised that the pricing submitted is based on the following assumptions: • AECOM drainage map as supplied by the CMB on May 3,20f8 dated January 17, 2018. • The Pumping units are based on 6- 20,000 GPM-135 HP units with VFD's. (2 units Added) • Generator pricing is based on 1,250 KW a bi-fuel unit with full 40 DBA sound enclosure with ATS included and 48 hours of fuel. Generator dimensions are 18'above ground elevation x 34'long and 11'wide. • The CDS treatment units are based on 63 CFS max treated flow. (2 units added) • Invert elevations are based on 84"diameter connection to the trash rack and sit at approximately elevation-11.25' • Pump station at Generator set along with Pump Panels will be located within the ROW • FPL will provide power source to within 20'or less of the new pump station. • No special permitting is included for height of the facilities or from the City's building department. • Seawall repair will be expanded to suit the added length of the Dissipater boxes to accommodate the additional flow to the bay from the added pumping capacity. • Gas main provided by TECO to within 20'og Gen Set It should be understood,absent a fully certified drainage report,any changes in invert elevations, pipe and pump sizes,etc.will require changes in the pricing as presented herein. Please review the documentation and contact me with any questions you may have (Siincer�ely, 1 • ,___, ,,/ Michael R.vscher,C00 Ric-Man Construction Florida, Inc. K i C - M A u C o ti s , RPq9ec12?4a fu8 r.4 F L o R I I) A . I s c . Exhibit A 3100 SW 15th Street ICOMIn.SNC. Deerfield Beach, Florida 33442 1 &D V a J Office:(954)426-1221 Fax:(954)426-1226 CC: Danny Mancini Tyson DiPetrillo Chris Mancini Sabrina Baglieri Attachments: — RMCF Re-Cap Report — RMCF Spread Sheets of Cost — HCSS Activity Report - CES Scope and Clarifications — CES Pricing Sheet — Supplier Quotations R I C - M A N C o N s TPOgq;1?{25 pf 11884 v F t c, R I I A , 1 N ( . Exhibit A iittreiraik 3100 SW 15th Street toNsx FL,mc. Deerfield Beach, Florida 33442 l°F warwcH P.o no, Office:(9S4)426-1221 Fax:(954)426-1226 City of Miami Beach August 7,2019 1700 Convention Center Drive Sent Via Email Miami Beach, FL 33139 Attn: Jorge Rodriguez Re: West Avenue North 091 Subj: Model Study 2.1B Price Proposal Dear Jorge, Referencing RMCF's email dated July 23,2019 and the recent directive received from the CMB in the form of an email dated August 2,2019 wherein option 2.1 B was selected as the required drainage approach for the West Avenue Project,we include a detailed breakdown of the proposal in the amount of$1,787,000 for your review and approval. RMCF has reviewed in detail the differences between the 10 year storm drainage piping and structures pricing for the South 090 project contained within CO #3B and as recommended in CES's June 2019 Technical Memorandum presented to the City on June 28,2019.RMCF performed a street by street re-analysis of the proposed work.The pricing is based on Model 2.1 B(South to North-Appendices 16 and 17). The following notes and clarifications apply to the proposed Change Order: • The$presented above represents additions to current approved CO#3B. • Credits have been provided where applicable. • Conflict structures are not included in this estimate-these issues will be priced based on finalization of the Utility Master Plan currently in progress. • Additional cost has been added to account for Pipe sizing increases, impacts to production and equipment needs. • Added structures and side street drainage particularly at the Alton Court interfaces to account for differences between AECOM (DCP)and CO #3B Model and the new CES Model concepts have been accounted for. • Duration impacts have not been analyzed nor are a part of Change Order#4 -time extension. RMCF will do everything in its power to hold the CO#4 dates.However,the critical path remains through the drainage work and the approval of DERM. RMCF expects to submit 60%drainage design drawings by August 30,2019. • Segmented Construction Approach has been included in the added costs above. RMCF would appreciate an expedited review and approval of this Change Order since the design work has commenced and the critical path of the project is through the design,permitting and construction of the drainage system. R I C - M A N Co N S T Rage 422¢ 1§8114 F l n R l tD .A , INC . Exhibit A IeX3100 SW 15th Street CONTAIN.,INC. Deerfield Beach, Florida 33442 ibEFRFIEwascH.FtoRo Office:(954)426-1221 Fax:(954)426-1226 Please contact me if you require any additional information. Sincer1 Michael R. Fischer CC: Danny Mancini Tyson Di Petrillo Sabrina Baglieri Attachments: • RMCF Email Dated July 23,2019 • CMB Email Dated August 2,2019 ▪ RMCF Spread Sheet and HCSS Detailed Estimate. R I C - M A ti C O N S i Rage of 184, FLORIDA , I N C . Exhibit A 3100 SW 15th Street CON FL Hit Deerfield Beach, Florida 33442 iEw& �o�D�. Office;(954)426-1221 Fax:(954)426-1226 City of Miami Beach March 6,2019 1700 Convention Center Drive Sent Via Email Miami Beach, FL 33139 Attn:Jorge Rodriguez Re: West Avenue North-091 Subj: Generator Sets- 14th, Lincoln Road Pump Station Item 14 Jorge, Enclosed find our proposal to provide 4- Generator Set located at Lincoln Road for your review and approval in the amount of$1,044,168.The detailed proposal is a supplement to the budgeting proposal provided on May 24,2018.The pricing for the Generator Set is$94,000 higher than budget due to price increases realized by Pantropic,the proposed Generator supplier and the escalation of certain materials and labor costs for RMCF and our subcontractors and vendors. Formal clarifications are contained within the CES proposal and RMCF's specific assumptions and clarifications are included below: • Landscaping,MOT as required,platforms,fencing and gates were included under item 26 Lincoln Road Pump Station. • TECO will provide the gas main to within 20 feet of the Generator location • Utility relocations are included for CMB utilities only as required under Item 26 • Architectural screening is not included • The Gen Set is assumed to be within the ROW- no provision has been made for CMB building permits or acquisition of additional property. • Generator is sized for six(6)20,000 GPM pumps- RMCF is proposing a Model C-32, 1250 KW. • Pricing includes setting the Gen Set on the North side of Lincoln Road--No provision to bridge the FPL ductbank on the South side of Lincoln Road is included. Please contact me with any questions or if additional information is required. R 1 C' - M A N c o N s T iPage(1228 of 11884 FLORIDA . I N C . Exhibit A lit44114tie j 3100 SW 15th Street coal"so,' Deerfield Beach, Florida 33442 F,e0BEACH. o!' "- Office:(954)426-1221 Fax:(954)426-1226 Since , \) Michae R. Fischer,COO. Ric-Man Construction Florida, Inc. CC: Tyson DiPetrillo Chris Mancini Sabrina Baglieri Attachments: • CES Proposal • Pantropic Quotation • RMCF Costing-Activity Report Summary R I C - M A N C o N s 1 Page 6229 of 978&4 FLORIDA . I N c . • Exhibit A lerld4 3100 SW ]5th Street walk mc. Deerfield Beach, Florida 33442 c'euifiELD ,FLatio, Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach November 19, 2020 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090/091 Subj: Budget Estimate for Commission Approvals Option 3A - WTS at 1671 West Ave Water Quality Wells and Pumping Systems Sabrina, Enclosed find the work sheets representing Ric-man Construction Florida,Inc. (RMCF) estimates for the upcoming work at the West Ave South (090) and North (091) projects. As you are aware the Engineering fees for the above referenced design Change Orders were approved by the Commission as follows: DESIGN FEES-Approved • 091 -North Option 3A-WTS at 1671 West Ave•$275,000. It is noted that 50%of the value is being processed under#3 RCD by the City.The balance of$137,500 will be funded under the Construction CO below. • 090-Water Quality Design-$542,056 will be processed via a separate RCO#4 • 091 -Water Quality Design-$1,001,781 will be processed via a separate RCO#4 CONSTRUCTION ESTIMATE-For Commission Approval • 091 -North Option 1671 3A-WTS at West Ave-$2,827,054(Attachment 1) • 091 -North Water Quality Construction-$9,177,000(Attachment 2) • 090-South Water Quality Construction-$3,028,000(Attachment 3) R I C - til A N CONS t R l i t I I O N F t. n k t n n . I N C • Page 1230 of 1884 • Exhibit A 1041444, 3100 SW 151it Street co &um, Deerfield Reach, Florida 33442 DEEgFiELD® ngto Office:(954)426.]221 Fax:(954)425-1226 Further, it is our understanding that the Model 2.] B 10-year Storm Water Upgrade - RCO 445 in the amount of$2,858,000 for 090/091 is under submission for formal Change Order Approval as of November 17, 2020.The proposal was submitted on August 7, 2019. In summary RMCF is anticipating formal additions to the Contract in the form of Contingency Draws and Change Orders as follows: 090 South Water Quality Design - $542,056 * Water Quality Construction- $3,028,000 Model 2.1B- 10-Year Storm Upgrades $1,070,000 Total 090 South $4,640,056 091 North Water Quality Design $1,001,781 * Water Quality Construction $9,]77,000 Model 2.1B- 10-Year Storm Upgrades $1.788,000 Option 3A WTS- 1671 West Ave $137,500 (Contingency Draw) Option 3A WTS - 1671 West Ave $2,827,054 Total 091 North $14,931,335 It should be understood a time impact analysis is yet to be finalized based on the delays experienced since December 2019.And referencing RMCF's letter to the City dated January 29, 2020, remaining outstanding elements of change-over and above the foregoing items are: • Bay walk- Removable sections-dictated by 1450 Lincoln RD easement terms. • Harmonization identification for ROW and private property encroachments, completed on 11/16/20. • Encroachment/Harmonization relief for residents as determined by the City. • Harmonization effort and re-designs as dictated by current Resolution and future revisions. • Inverted crown between 16th St and Lincoln at Alton Ct. • Inverted crown at Lincoln Ct. • Re-design Lincoln Rd West of Bay Rd due to Option 3A WTS changes. *Pricing subject to finalization of Geotechnical survey and report of secant pile locations,a function of the Water Quality Design Change Order. R I C - M A N CONS ! k l C r r cr n I I n R l U A , I N C . Page 1231 of 1884 Exhibit A 00414 3100 SW 15th Street coli irk HE, Deerfield Reach, Florida 33442 .°EERrkin ,►oa+4, Office;(954)426-1221 Fax:(954)426.1226 Please contact me with any questions or additional information required. Sincerely, Michael R. Fischer, COO. Ric-Man Construction Florida, Inc. CC: Danny Mancini Tyson DiPetrillo Jorge Rodriguez Jose Caraballo Attachments: #1;091 North Option 3A at 1671 West Ave- Estimate Summary #2:090/091 North&Smith Water Quality Construction- Estimate Summary - January 29,2020 RMCF Letter to City of Miami Beach - Map of 090/091 See Cont,Pile&Well Layout(2 ea.) R I C - M A N CONNI t: t' c' 1 t n ti F t s) KID A . I c Page 1232 of 1884 . !Attachment 1 / 1 .'I. -- —+— _ .____ __ _ �n,m�*",w ----- 1 --------_ -_._- '`_-_�-_- � _' --� -_ ! ------ � -,------- -... . ~-' ~� -____�____ ___��__ �o��*^� ________ . -________._ _____ _ __. wnmw�o � m~m�� --- ---- _ � ------------ ^ ' ------- '--'-_-_- »�"��w=°�u�� ---- -~- � ' '-~Main-~ ^��^"°" /^ m,»�vv' —' ' . �~*°.w� Pump ----- "-~~-DID~~~~` ~ '��' . . . 7 ` -1-5 145.000.00 . !Precast with n.p wiNes rade.Lincoln to 1671 ge _ . --_-----_--__' ----------- '- =-- ' ----' � � ons at loll mt p - .° parking 17th St '5 ,°�m*�m*�"mooHP ----o |5 ' ' .� 7 m�,��e,""=, - '_ v S�W�m"�=mm"^vc��,*� `-`~'/ -- ,9 MOT - 000 _ 'm nv=��m"��~v*°�"�°�^�pwo�^ ----^ ' '. . . vmult A,mime.wan '� ^ 11 Aluminum screen u�,mvo| ' ' .i u mmmv�u�"=ms�-°~" n�mmvv/ ' '13 u�"wxowmu^�°� Included ��---'e_cto S-~^ D_ ' . . .�my^, ov __ ' .� , 14 Engineering ' ^ ~~`~i [so 9f. - ^./ o Borings/SUE |' """��| /w�«� /Ne~�. and C1,11(1111/ii --__� i ' -- -- 'ur � ' / Total is U2704.00Lu CD � N) 03 �0 � -CO • • rn > Attachment 2 Ovate. . Proposal-West Ave.090/091 Quality Pro --.' _.... _ Item !t790 j scorn I _ V91 North y-1 � - • It • _ _ ,__..— .. _... ...._.............-_ ._—..... Quantity I ;Quantity . A✓:'LOaCr1iLM.ROa�' 1. Mobilization f Demobilization/Site set up_t - J '- (5 258,600.00I 7 5 739.200 QO 15 Ota Secant pile Structures - ' i--- i _.-. __ - 1 6 S 1.582,400.0(1 10 $ 7,6ae,pp0.110( .. 20'Diameter Secant vile Structures —.I _.-.._......— _yam ' 5 e c 2.5%,000.00! . 'Mechanical-Fit out/structures/MISC items 3 ; 5 378,000.00 t •_`7 5 584,200 00 ,Pumpmg units-25 HP with Control Panels r ------_ 31 S 375,DOO.lx1' s 5 6I5,000 00 . • Dumping Units 60 HP with Control Panels `� .-"- 0 r -- , .... 3 437,000.00 -• • ._-_.. . . . . , olatforms/Landscaping,Fencing — 1 ....----• .- i 3 55.000.00• T S 114.000.00 Electrical&Controls —'"" '- - - -• •- 71 --• " 3 5 I35,000.00 7 S 327.900.00 I ca 100'Wells —. + _-._ . .. 1 s 744.000.00 f + 13 • $ 1,709,70f}-U6 '_..._._.__.........._. ..... --..,_.. .. ...- _. • N alI _—.__ 'TotalBudget Pillet - j S 3,028.000.00 t ` --•a_- - . S 9.177,000 -.... .. - --- .. { Notes __,__,_....--• 1 'Budget pnc ng based on current 30%drawings utilizing Secant circular construction for Settling and Wet well structures-Pricing subject to change upon completion of Geotrchmcal repcirr 2 Continuous operation anticipated separate from Segmented construction approach for base pace c necessary. -- 3 Anticipated sequence of Construction: -�. ._... ,_ ..-_-_-•, • -� jtltrr M Cal days -'r- - , � - -•--. . —i Segment 2 North-21oc _ 74 -- • --. -.-- Segment 2 South-1 Loc a0 --- —, ----- •. Segment 3 South•1 Loc 4080 -...__.-__ -_._.._...... I Segment 3 North-2 Lor i Segment 6 North-2 Loc FSO Segment 5 South-1 Loc 40 Se¢nsent 9 North-1 LOC -- -- ' a. 4 Well pncing based on 100'depth - 11`_. ----+_— 5 Segments of Roadway(full width)will be closed to thru traffic at each location-801.x 50'W spacing r .:_i______. -"-`u • P R Muicetlateach location for SEWntconstruchon - '-" _' -__, _ 6 Critical path impacts will be evaluated for overall time extension request pending finalization of CO pricing in concert with 3A W TS CO. ---�~ 7 Pricing based exclusively on 16 well design per CES February 2020 report and subject to GERM approval m 8 RMCF/CES assumes nofiabih for water r _.4._.__..... X ty g quality requirements in excess of the well capacity detailed in the February CES Report - 9 e Electrical Service to 10 Panel locations provided by FPI.within 10'of new panel locations ---- 10 Allowance for landscaping screening of raised panels and passive relief system,only onl . — - — — — - ! 13 Access hatches are standard H5-20 traffic Ioadint _ ;Xt.: Exhibit A sli64014 3100 SW 15th Street Deerfield Beach,Florida 33442 .FLoierA Oif'ice:(954)426-1221 Fax:(954)426-1226 City of Miami Beach January 29, 2020 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090/091 Subj: CO Status and Path Forward Dear Sabrina, In conjunction with the upcoming Change Order Request we are preparing for the 15 well water quality issue(DERM)directed by Public Works,we provide below the status of pending changes and comment on the project overall.This information is compiled for three (3) reasons; (1)to ensure we remain on an expedited path to issuing the necessary documents for billing purposes,(2)to communicate to City leadership of the impacts in both time and cost as a result of these requests and, (3) to suggest a reasonable,doable path forward. Pending Changes: • Change Order 5 North and South Non-Compensable Time impact through December 2019 CPM update- re-submitted on 1/8/20 for 986 and 1,265 calendar days for 090 and 091,respectively. • Change Order 6 North and South $2,858,000 Model 2.113 Drainage System Upgrades-Submitted on 8/7/19.The further upgrades in pipe sizes and structures are required pursuant to the CES 10-year model study (completed in June 2019)to AECOM's 10-year drainage map which recommended increases in pipe sizes under CO 3B.The original DCP specified pipe sizes and structures per 5-year criteria. • Change Order 7 North ;1,398,554+ R I C - M A N CON S 1 k u C 7 JUN F I f! R I D A . I N I . Page 1235 of 1884 Exhibit A 3100 SW 156.Street f k 8n) Deerfield Beach, Florida 33442 v� now,• Office:(954)426-1221 ' Fax:(954)426-1226 Median Concept at Lincoln Rd for the pump station power and control facilities and addition of emergency generator.Added features include a Plant wall, Screening, Garden/Park concept at Lincoln Road End and the movement of the structures 200 feet or 1,000 feet to the west along Lincoln road between Lincoln Court and Bay Road or at the Alton Road intersection,respectively. - Budget pricing was submitted on 9/20/19. • Change Order 8 North and South $11M-$17M Addition of 15 Water Quality Wells and settling basins with pumping systems to improve water quality along the West Avenue corridor per DERM. The range in pricing for the 15 well design is due to the various methods we are currently vetting.The primary cost is not the well itself but the 90 second retention time required before pumping Into the 100-foot-deep wells translates to extensive and deep settling structures to meet DERM criteria for water quality,and protection of the wells long term functionality. (15 wells with 11 settlement structures-9 at 2,000 GPM and 2 at 6,000 GPM =30,000 GPM).Also explored was a single deep well with Youngquist Bros.--a deep well specialist We discussed the possibility of a single 3,000 foot 36"well capable of handling 30,000 GPM.Their budget estimate is in the$17M range. RMCF and CES are looking for ways to optimize the well design by analyzing circular settlement structures using In the wet"Secant pile or"dig and sink"methods as an alternative to conventional Cofferdams w/tremie seals for the rectangular structure design.The current settlement structures(11EA)are 30'deep with a footprint between 31'and 40'long x 11'wide-all contained within the ROW.The size and complexity of a sealed cofferdam at 11 locations is daunting. • Change Order 9 North $TBD Inverted crown at Lincoln Ct as requested by DPW to re-design road elevations to deal with the dip and its effects on the low property at 1441 Lincoln Ct, • Change Order 10 North $TBD R I C - M A N CONS ] N IJ ( 7 I 0 N F t O R l u A . I N c • Page 1236 of 1884 Exhibit A 3100 SW 15th Street gi, Deerfield Beach, Florida 33442 ,ofotripu, nowt. Office:(954)426.1221 l+ax:(954)426.1226 Inverted crown between 16th St and Lincoln at Alton Ct to adjust elevations and drainage design to accommodate the new commercial development along Alton court outside of DCP requirements. • Change Order 11 North and South $TBD Harmonization Effort- resolution of drainage issues and encroachment (licensing • Agreements) - reference CIP memo dated 1/16/20. New requirements over and above agreements under the DCP and CO 3B include: 1. Mapping Encroachments within ROW on Harmonization drawings. 2. FFE studies of individual properties above and below new crown of roadway. 3. Developing criteria for identifying potential flooding scenarios based on new crown elevation of roadway and its effect on individual properties such as pools,elevator entry,garage entry,green areas,storage facilities,parking lots,electrical rooms,etc. 4. Individual analysis and information gathering of individual property Storm Water existing drainage conditions,rain leaders,wells,piping,etc. 5. Future costs to relocate/remove encroachments within ROW and add or correct drainage within properties based on Licensing Agreements and past City practices or waivers outside of DCP requirements. 6. Adjust harmonization designs to permit encroachments within and without ROW such as parking,structures,gates,fencing walkways,trees,etc.or other elements to stay within the ROW or properties and the added work,if any, associated therewith. Notwithstanding the implications of water quality issues City wide,ft is important to understand and communicate that the current pending Change Order status is approaching another$20M+to put all these change requests into effect. As we approach 100%billing capacity for the current design concepts RMCF and CBS are continuing to design and develop these added concepts(as directed by the City) without a formal CO from which to bill under.A method of dealing with this reality should be determined to ensure momentum on these issues is not compromised in any way. Also considering the delays we are about to experience with gaining full segment approval from homeowners due to harmonization (Licensing Agreements),drainage,flooding concerns and directives for dealing with single and multiple family hook-ups,we recommend a limited NTP to commence the installation of the Lincoln Road Pump Station and Generator Sets at 5th,6th, 10th,14th and 17th St while the harmonization and water quality issues are worked out. R I C - M A N (' O h ` 1 B h> c i i u n F h O N I P A , I x t . Page 1237 of 1884 Exhibit A sliCakcire3100 SW ]5t}) Street co pig ug. Deerfield Beach, Florida 33442 ftusEin fLouPx Office:(954)426-1221 Fax:(954)426-1226 The logic here is that all these installations are within City ROW(60 may be an exception) and the Lincoln Road PS location will not change. Impacts to private property will not be affected i.e.road raising and harmonization issues.Access will be provided at all times. Proceeding without a Class 2 permit at the Pump Station would require DERM permission but,considering the 15 well water quality concession negotiated by the City,a conditional permit may be arranged.In this way the City and its residents may see progress shortly as opposed to a longer drawn out approval process. We are happy to meet with you, David,Nelson and Roy at any time to review these matters and look to your guidance on timing and approach. . Regarf's, J Michael R.Fischer,COO. Ric-Man Construction Florida,Inc. CC; Danny Mancini Tyson DiPetrillo Nelson Perez-Jacome David Martinez Roy Coley Jose Carabalto- CES Jorge Rodriguez • • R i C - M AN Cu N s 1 r. l; ( 1 l u N PI ORIUA I N r . Page 1238 of 1884 • Exhibit A WEST AVE- PROPOSED CONSTRUCTION SEGMENTS- NORTH 091 . .-.. --,-.----,,,,k.f ..F.,-- -,•:.-- -- -,'•,..-Fix,r,..".1”...--,'',":'"'4.:e,';';. - 1--,' ILLC .. ft..1.. .,..'-.Y.,e.vet V.44.' -, .., .-_'- , '-3,--7z-,:-.7:7-Irt.-:-.-".17-5- ------- ..].1. " --2, 7, ,-- - . - ..r.-.. ..,-- --T* ". .''%1K. r:,-.T , ---=- ,,elfl.„--*,_ ,"-, . 1=-._,;, : ---`--7.7 -E:',", '-.-.' ''"..- -4---7-c-T4 '.!. .--' --"., ak7 X.. . ..". 4,5'....4.•'#:..te,i-4-7,,,eVir -Vt'T--v_Itt..;= _-1:„...s14. ......... ..k.,=,: n . le t4 ti. 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' / ' .;--*-Itl_ ' . in 120 7-ALTON CT PIX011 l'7:11TO 14 NU 1 r ' .:1=-..•=.. - ' • Page 1240 of 1884 Ric-Man Construction FiErA. itc A 3100SW15GSt lf110lli • Deerfield Beach,FL 33442 ; Michael Fischer 114- (954)426-1221(954)426-1226 From: Perez-Jacome, Nelson <NelsonPerez-Jacome@miamibeachfl.gov> Sent: Friday, November 15, 2019 4:19 PM To: Tyson DiPetrillo Cc: Evora, Mariana; Pena, Giancarlo;Soto, Luis; Michael Fischer;Jose A,Caraballo, P.E.; Baglieri, Sabrina; Rodriguez,Jorge Subject: Re: 100% Drainage Design Submittal Hi Tyson, We appreciate all the work the team has put in to date. However,last week I had a conversation with Danny and Mike regarding certain changes to the scope of the contract.Specifically,changes that would address DERMs permitting requirements and improve water quality for the basin. Our team at city is working out the conceptual details so we can provide them to you and your design engineer to further elaborate. Please hold off on any formal submittals,as we will not proceed to permitting without these changes. Thank you. Nelson Perez-Jacome,PE City Engineer PUBLIC WORKS DEPARTMENT MIAMIBEACH 1700 Convention Center Drive, Miami Beach, FL 33139 Tel: 305.673.7080 www.miamibeachfl.eov On Nov 15, 2019,at 4:10 PM,Tyson DiPetrilto<tdipetrillo@ric-manfl.com>wrote: i .. Good afternoon Team- RMCF has addressed the 90%drainage comments received and submitted the 100%Drainage Design(Permit Set)via e-builder for approval.We are prepared to bring the hard copies for CMBPW stamps and pick-up the signed permit application to make a formal submission to DERM and ERP...please advise when the PW team is available to review and stamp the drawings, thank you. Tyson DiPetrillo Project Manager <image001.jpg><earug e002,hrhy> RIC-MAN Construction Florida.Inc. 3100 SW 15th Street,Deerfield Beach,Fl 33442 Office:(954)426-1221 I Fax: (954)426-1226 Cell: (954)448-6994 www.ric-man tl.con1 tdipetrillo( ric-mantl.coni Page 1241 of 1884 • Exhibit A CES Consultants, Inc. GOO West Avenue Phase II, Miami Beach c015UL1*1ts Meeting Type: Drainage Meeting Date: Wednesday, October 30th,2019 Attendees: Nelson Perez-Jacome-CMB PW Luis Soto-CMB PW Mariana Evora- CMB PW Sabrina Baglieri-CMB CIP Tyson DiPetrillo- RMCF Jose Caraballo-CES Erik M.Alcantara-CES Location: City of Miami Beach- Public Works Department 1700 Convention Center Drive,Miami Beach, FL 33139 Discussion Items: 1) Meeting to discuss drainage design and the approach towards DERM permitting 2) Current Issues: i. RMCF/CES were directed through the DCP to provide yard drains for all properties within the project area. ii. A resolution from the CMB Commission established providing yard drains for those residential properties which will at the end of the project have a FFE below the crown of the road. RMCF/ CES received this directive and proceeded to design the drainage system under this directive. RMCF/ CES performed additional surveying services to capture all FFE within the project area and compare them with the proposed crown of the road.Once this was established, RMCF/CES performed additional investigation of existing private property drainage permits to further reduce the number of properties that will require yard drains. The final tally was 68 properties. The RMCF / CES analysis did not distinguish between commercial and residential properties, only a comparison between FFE and Crown. iii. A new directive has been issued today to include a yard drain to all properties within the West Avenue Basin. RMCF / CES pointed out that the West Avenue project does not have enough water quality to handle the Right of Way and all private properties. CMB requested that we combine all treatment capacity from all nearby pump stations. Page i of 3 • Page 1242 of 1884 Exhibit A 3) Resolution to Issues: a. CMB and RMCF/ CES were all in agreement that the model and subsequent design provides sufficient conveyance for the 10-year / 24-hour storm event for the entire West Avenue basin(106 Acres for West Avenue and 41 Acres for Alton Road).The issue at hand and the reason for the meeting is to discuss the water quality approach during permitting. b. During the meeting, RMCF/CES were instructed to evaluate water quality for the entire project area. i. RMCF/CES were instructed to combine all of the water quality treatment capacity (6th Street, loth Street, 14th Street, and 17th Street; CMB and FDOT pump stations) so as to prove that in a worst case scenario, there is enough treatment capacity to manage the water quality for the entire West Avenue Basin (Right of way and all private property parcels). CMB will provide information regarding the basin for each pump station. In the event that there is not sufficient information to define the basins for each pump station, CMB will provide RMCF / CES with a letter defining each basin for each pump station. Everybody was in agreement that the information required is for the basins as per the design of each pump station,and not the influence of everything to the east of Alton Road(The Flamingo Basin Area). Everything to the east of Alton Road will be included in future improvements. ii. RMCF/CES were instructed to incorporate yard drains to all properties within the project area. Additionally, CMB requested to include yard drains at all sides of a property that face a right of way. It was made clear in the meeting that CMB does not intend to provide a yard drain to all properties. They will only provide yard drains for those properties impacted negatively by these stormwater improvements. The reason for all the yard drains is to present DERM with the worst case scenario, and assure them that there will be enough water quality for any unforeseen cases. iii. CMB directed RMCF to address the CMB PW comments, incorporate all yard drains(as discussed above), and address the water quality(as defined above)and quickly submit to DERM to begin to receive feedback. They also requested to conduct as many meetings with DERM as DERM will permit to keep an open dialogue and information flowing in both directions. iv. CMB also mentioned that they have a meeting with DERM today about a separate topic. But,they will discuss this project with DERM and relay any new directive to the RMCF/CES team. v. CMB requested that the RMCF/ CES team provide an elevation for the HGL for each property. vi. CMB requested that RMCF/CES prepare an additional permit application with.a CMB signature line for Eric Carpenter. vii. All of these requests are outside of our original scope of work and as such RMCF/ CES will execute Page 2 of 3 Page.1243 of 1884 • Exhibit A ,:.:-•,--z_,-.,„tit..?:.,_-_z.,k,_.„,;,..- --.-liz4:,,,.;•p•---:,,,,—.;,,Y.--;,-,..,-,:,=,-..--,,,.,•,, 1-• . -- • :. -.. . --:-, :,- . • .. . .,,,,,,r .....„cle-,-- -,:-..•.,...,•_,,,,,,,,,,,...,,,I,.7..,,..,„c, ,,,„•:;..-,,-; ;-.,..1,,A• . •.,-.- ..... -• .....,-_.,,- • _ ----L ----,- - - -: .--- v • - ------ -- -_,-----._,,.,, ,,,-- , -•-•-••••-,. - - -----. ,-- .• ,•-, .,,-.-- . tqcf4,-$ - .,,,:•_,F.,;.:'":"...-3,,r- 'F-'..,:_.1P.71C-T-A-n.-'-;{-% -.'"-.1_--''"A3---'-'..•I '..- ' ' . ..'• .'. ..''.."..'.. -'- , 1,11.- .1=-1-1.:,-^:,.*X-,A,,,,b,Z'-•.:_--,.'.-{'. •1- ' ' .":'vr-rAr.7-fCeLTT;::---a:,--,--.--.,Ir-q).!-: I • . . ..' • ' ''..-7.471,€-- -,. ..,",... '..-:`--.. ... . . . i r14` 1 1 pi c)5 ! J13 - ,.., ! •7,--li:rei ,I:rot.lr. .,..,,t5r-litil r . , . , .,,, :•;.:‘,.,14-1.-T"';'-.P*.-.{-',4t--....'...---';..-_----' .--,_-..„.•-. ,,...,-....-„,-•- ,-.,.v.,,,,-.---- 4 c ci3 I I, . 11 i• ..t;F,,:.- ---7"... : 04 . .;*. • lf°15 • (P i g $ le ,. . • .cit51. ilg $,L. 2 C.°4 P' 1 o) is 6 Qtrol q,c3 iii c(5 --- •- to trd ( t . s IY ti 5), . , PC115 (( . Pi rL 1 i?fh 5 i. -25-c6 . 1 lez /30c-15 . '.I .____ _ 1 , • .. _ _ - iptA 'Ids I c) (" . / I . Water quality notes from CMB Page 3 of 3 Page 1244 of 1884 Exhibit A i ; 3100 SW 15th Street T, R. 11160 Deerfield Beach,Florida 33442 irap ,,,f a I Offce:(954)426-1221 Fax:(954)426-1226 City of Miami Beach October 31,2019 1700 Convention Center Drive Sent Via Email &U.S.Mail Miami Beach,FL 33139 Attn: Sabrina Baglieri Re: West Avenue 090/091 Subj: Water Quality and DERM Class 2 Drainage Permit Dear Sabrina, Ric-Man Construction Florida,Inc.(RMCF)and its Lead Design Consultant,CES met with CIP and Public Works on October 29,2019 and again on October 30,2019 to discuss the submission of the 90%drawings to DERM to commence the Class 2 Drainage permit process.The minutes of the October 30 meeting are attached as well as a letter from CES dated October 31,2019 detailing the deliverables needed by CES to complete the calculations requested by the City on water quality for the West Avenue project.Details were reviewed relative to comments made by the City and changes proposed/requested Involving water quality on the 90%drawings as well as general corrections/comments to the drawings which have been deemed necessary before making the formal Permit application to DERM. As the City is aware,the contract DCP removed any responsibility for Drainage design from RMCF's contract.Pump Station capacity,treatment structure sizing,piping sizes and routing were provided based on a drainage report supplied by others.The DCP clearly stated"The CMB will be responsible for this report and any changes that are required during the permit process"(DCP21 -Para 5). Moreover,the City continued"The size of the proposed storm water trunk lines along West Ave, Bay Rd and Lincoln Rd is fixed and shall not change unless approved by the City Engineer after the project is awarded"(DCP21 -Para-5).The Water Quality issue was locked In as detailed under Para 6-"Storm Water Pump Stations"of the DCP wherein it states on page 26 of the DCP "The treatment structure designed to treat a minimum of 50 CFS "solidifies the water quality requirements RMCF was obligated to provide at that time. RMCF's sole responsibility relative to Drainage was to finalize the drainage profile to create a positive system with slopes designed to provide a minimum velocity of 2 feet per second based on full pipe flow at a value of 0.012 (Manning's Equation).Consequently,drainage volume and water quality were carved out of RMCF's original Design Build scope.As we now know the criteria specified by the City in the DCP was based on a 5-year design storm event formulated by its consultant AECOM (Later revised to 10-year for RMCF pricing). Subsequent to the"Pause"(December 2017- December 2018)which was initiated by the City to study additional measures and recommendations from the Commission sponsored ULI effort,RMCF was requested to provide a full and complete hydrologic/hydraulic(H&H)model based on a 10- year,24 hour storm event and provide recommendations to the City for any changes to the current proposed design In March 2019.In RMCF's proposal under Appendix 1"Project Requirements R I C - M A 1` C O N S 1 R U C T I O N FLORIDA . I N C' . Page 1245 of 1884 Exhibit A . 3100 SW 15th Street 001311r6 • Deerfield Beach, Florida 33442 bEcw Kash Office:(954)426-1221 Fax:(954)426-1226 and Assumptions,`Item 8-water quality modeling or design was excluded(See Attachment).The City accepted RMCF's proposal in the form of Change Order 3A for both 090 and 091.In June 2019 RMCF issued its Technical Report with several options or alternatives the City could undertake to deal with volume of water,only.Water quality analyses were not included in the study.The City elected Alternate 2.1 B in August of 2019 and RMCF provided proposals for the changes to the AECOM 10-year Model dated February 20,2019(the subject of items 5 and 17 of CO 3B for 090 and 091 )resulting in a proposal dated August 7,2019 for added upsizing of drainage pipe sizes,and additional structures.This proposal is pending a formal Change Order. RMCF and CES are proceeding in good faith to assist the City in addressing the"water quality" issues which have now come to light based on DERM representations to RMCF,CES and the City in various forums. Consequently, RMCF hereby notifies the City that pursuant to Contract Article 11"Changes in the Work"the effort underway and potential resultant design and construction changes constitutes extra work.As such RMCF specifically reserves its right to added time and cost,the full implications of which,are not known at this time. Current anticipated/known changes include: • Water quality calculations and analysis as documented in CES Memo dated October 30, 2019. • Design and Construction of a Jockey Pump and Well System at the Lincoln Road Pump Station. • Capacity increase of the CDS Treatment Units- includes equipment and depth changes at the structures. As additional work items become known RMCF will notify the City accordingly. Please contact me with any questions you may have Sincerel , Michael R.Fischii,COO. Ric-Man Construction Florida,Inc. CC: Danny Mancini Tyson DiPetrillo Jose Caraballo Jorge Rodriguez Attachments: - Meeting Minutes dated 10/30/19 - CES Letter dated 10/31/19 • R I C • M A N C U N s ! R U: c: T ION FLORIDA , M. , Page 1246 of 1884 Exhibit A • 100414 3100 SW 15th Street AMA& Deerfield Beach, Florida 33442 ;DeE_�,ELp, ,��+w� Office:(954)426-1221 Fax:(954)426-1226 — DCP Pages 21 and 26 — CES March 2019 Modeling Proposal. R I C - M A N C O N S 1 R 1: C 7 1 o N FLORIDA . INC . Page 1247 of 1884 Exhibit A Michael Fischer From: Michael Fischer Sent: Friday, March 27,2020 3:34 PM To: Perez-Jacome, Nelson • Cc: Evora, Mariana; Baglieri, Sabrina; Rodriguez, Jorge;Danny Mancini; Tyson DiPetrillo Subject: West Ave Wells Proposal Detail Attachments: Water Quality- Proposal Detail - West Ave.docx Nelson Per our meeting yesterday enclosed find an expanded proposal for design of the Water Quality Well systems pursuant to RMCF's February 10, 2020 detailed submission as revised on February 18, 2020 and modified on March 5, 2020. As discussed RMCF will wait for formal direction from CIP to proceed with the design development. Upon release to design we anticipate 90 days to complete the effort but will submit 30%and 60%designs to DERM as deemed necessary by the City to secure approvals by the Agencies on our approach. At the 30% mark (approximately 45 days from NTP) RMCF will provide a firm lump sum price along with schedule impacts via CPM analysis for the construction of the well systems. Please advise on the acceptability of our proposal and provide direction to move forward as soon as practicable. Regards, Michael R. Fischer, COO. $C.M4* � Re 010119.0atafio* FLOW' RIC-MAN Construction Florida. )Inc. 3100 SW 15th Street,Deerfield Beach, F133442 Office:(954)426-1221 I Fax:(954) 426-1226 Cell: (703) 732-7717 www.rc-manfl.com M Fischer(S1Ric-manFL.com rds Mike • Page 1 248 of 1884 Exhibit A City of Miami Beach Design / Build Services for West Avenue Improvements ;4 Phase II North and South of 14th Street 2016-090-KB 2016-091-KB Water Quality Drainage Wells Design Scope of Services March 27, 2020 Prepared By: Ges CONSULTANTS 880 SW 145th Avenue, Suite 106 Pembroke Pines, Florida 33027 Page 1249 of 1884 Exhibit A Cie City of Miami Beach CONSULTANTS D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES) is pleased to submit this proposal to perform the design of 11 water quality facilities throughout the West Avenue project area. The design is based on discussions with City staff, an analysis performed by the RMCF DB Team, and a directive provided by the City of Miami Beach. The design will expand on the conceptual design prepared during the analysis phase of this effort. The water quality design is for 11 individual stormwater lift stations that will pump stormwater into 15 shallow drainage wells. The shallow drainage well depth will be approximately 100 feet, and the pumps will simply produce a pressure similar to four(4)feet of head. The system will collect a portion of the stormwater from the main lines on West Avenue and Bay Road and convey it to an underground settling tank. These tanks will be designed to retain the stormwater for 90 seconds, at which point, the stormwater flows into a wet well. A single pump will be located inside each wet well and pump the stormwater into drainage wells. The discharge piping will have a passive relief system to assure that the pressure equivalent to four (4)feet of head is not exceeded. Each of the 11 systems that will be located throughout the project area. Each system will have unique features due to the variation in above and below ground features at each location, as well as, the varying connection points along the main system on West Avenue and Bay Road. Due to these factors, each system will require a complete design. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 1. Perform soil borings at each location. 2. Development of complete engineering plans for each of the 11 systems. Plans will be submitted to CMB at 30%, 60% and 90% for review, including informal reviews with DERM. IFC package will be prepared once all permits are issued. 3. Preparation of permit package, and all necessary meetings and revisions to attain a permit. Permit fees are not included. 4. Preparation of IFC plans once all permits are issued by the regulatory agencies. 5. Revision to the stormwater model to incorporate this water quality component. 6. Revision to the drainage report to incorporate this water quality component. 7. Revision to stormwater drainage plans. Adjustment to the stormwater plan to make connections to the water quality systems. 8. Revision to landscaping plans. Adjustment to the landscaping plan to make space for the control panels. 21P age Page 1250 of 1884 Exhibit A Cis City of Miami Beach 01"i n l i A"t I D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 9. Revision to potable watermain plans. Relocating a segment of watermain along Lincoln Road to make space for the water quality system. • 10. Revision to sanitary sewer plans. Relocating a segment of sanitary sewer along Lincoln Road to make space for the water quality system. 11. Engineering Services During Construction GEOTECHNICAL INVESTIGATION CES Consultants, Inc. shall prepare a listing of the specific geotechnical investigation requirements specific to the scope of work. The Design Consultant will manage the geotechnical • task. The goals and objectives of the geotechnical investigation may include the following: 1. Identify soil types within the project area 2. Identify the characteristics and properties of the soils present 3. Use available soil characteristics, properties and potential project geometrics to identify possible geotechnical concerns 4. Provide geotechnical recommendations for engineering design 5. Evaluate groundwater conditions Upon completion of the geotechnical investigation, a report will be prepared and submitted with the 30%. The report shall include the following: 1. Brief description of soil conditions observed in the field and in the laboratory 2. Conclusions and recommendations regarding: a. Primary geotechnical engineering concerns and mitigating measures, as applicable b. Site preparation and grading including treatment of weak, porous, compressible and expansive surface soils and the construction of fills. c. Preparation of subgrade and aggregate base for pavement areas d. Pavement sections (if required) One (1) soil boring to a depth of 100 feet below the top of ground elevation at the location of the proposed wet well. If additional soil borings are required, CES will request additional funds to obtain soil information. DESIGN AND PLANS PERMITTING CES Consultants, Inc. will prepare and submit design plans to CMB for the following phases: 1. 30% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Perform a water quality analysis of the site. • Participate in one(1)informal meeting with DERM to discuss conceptual design. • Develop alternative options to satisfy the water quality needs. • • Develop conceptual drawings of the system, and identify locations for installation. 31Page Page.1251 of 1884 Exhibit A GOB City of Miami Beach co IIVITAIIISc DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • Revise the drainage model utilizing ICPR4. • Perform engineering calculations to define the size of structures and pumping requirements. • Preparation of system curve and pump selection. • Perform a utility conflict evaluation and coordination. Identify possible conflicts and necessary resolutions. • Develop 30% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets (min. 35 sheets per system; 385 total sheets)for each of the 11 systems: • General: o G1 - Cover and Index o G2 - General Notes • Civil: o Cl • Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan o C4- Grading and Restoration Plan o C5- Standard Details o C6 -Well Drill Plan (Not part of this submittal) • Mechanical: o M1 - Mechanical Notes o M2-General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5- Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7 - Drainage Pipe and Force Main Profiles o M8— Passive Relief System Profile o M9—Mechanical Details • Structural: o S1 —Structural Notes o S2—General Plan o S3—General Profile o S4-Settling Tank Plan o S5— Settling Tank Section (Not part of this submittal) o S6—Wet Well Plan o S7—Wet Well Sections (Not part of this submittal) o S8— Drainage Well Plan and Sections o S9—Control Slab (Not part of this submittal) o S10—Secant Piles Details (Not part of this submittal) o 511 —Structural General Details • Electrical: o El — Electrical Notes o E2—General Plan and Grounding o E3— Equipment Layout and Sections (Not part of this submittal) o E4 —One-Line Diagram and Schedules(Not part of this submittal) 4Page Page 1252 of 1884 Exhibit A City of Miami Beach COISULCUITS DIB Services for West Avenue Improvements 2016.090-KB;2016-091-KB Water Quality Drainage Wells Design Scope of Services o E5 —Controls Diagram (Not part of this submittal) o E6 —RTU Installation (Not part of this submittal) o E7 — Electrical Details 2. 30% Deliverables: Provide 30% Design Plans as follows: • One(1) Copy, 11"x 17" Design Plans. • One(1) Copy of Draft Drainage Report • One (1) Draft Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 3. 60% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop a well drill plan. • Prepare structural settling tank and wet well section plans. • Develop secant pile details. • Develop control panel slab. • Finalize electrical equipment selection. • Develop electrical equipment layout and sections, • Develop controls diagram, one-line diagram, electrical schedule, and RTU installation. • Develop 60% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 - Cover and Index o G2-General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan o C4-Grading and Restoration Plan o C5 - Standard Details o C6-Well Drill Plan • Mechanical: o M1 - Mechanical Notes Wage Page 1253 of 1884 Exhibit A City of Miami Beach C e e s u i r i i i t DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services o M2 -General Plan o M3 - General Profile o M4- Settling Tank Plan and Sections o M5 -Wet Well Plan and Sections o M6 - Drainage Well Plan and Sections o M7 - Drainage Pipe and Force Main Profiles o M8- Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 - Structural Notes o S2-General Plan o S3-General Profile o S4- Settling Tank Plan o S5-Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o S8- Drainage Well Plan and Sections o S9-Control Slab o S10—Secant Piles Details o S11 -Structural General Details • Electrical: o E1 -Electrical Notes o E2-General Plan and Grounding o E3-Equipment Layout and Sections o E4-One-Line Diagram and Schedules o E5-Controls Diagram o E6- RTU Installation o E7- Electrical Details 4. 60% Deliverables: Provide 60% Design Plans as follows: • One (1) Copy, 11" x 17"Design Plans. • One (1) Copy of the Revised Drainage Report • One (1)Signed and Sealed Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 5. 90% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Finalize all aspects of design in preparation for permitting. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. 6;P age Page 1254 of 1884 C19Exhibit A City of Miami Beach CORIVITA ITS D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • Develop 90% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o GI -Cover and Index o G2-General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2- Proposed Site Plan o C3- Proposed Section Plan o C4-Grading and Restoration Plan o C5- Standard Details o C6-Well Drill Plan • Mechanical: o M1 -Mechanical Notes o M2-General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6-Drainage Well Plan and Sections o M7- Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3-General Profile o S4-Settling Tank Plan o S5-Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o S8-Drainage Well Plan and Sections o S9-Control Slab o S10-Secant Piles Details o S11 -Structural General Details • Electrical: o El -Electrical Notes o E2-General Plan and Grounding o E3-Equipment Layout and Sections o E4-One-Line Diagram and Schedules o E5-Controls Diagram o E6-RTU Installation o E7-Electrical Details 6. 90% Deliverables: 7,Page Page 1255 of 1884 Exhibit A CIS City of Miami Beach C O 11 i/l T t!l I DIB Services for West Avenue Improvements 2016.090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services Provide 90% Design Plans as follows: • One (1) Copy, 11" x 17" Design Plans • One (1)Signed and Sealed Drainage Report • Completed permit applications • Electronic Submittal of Design Plans and Drainage Report (Uploaded to E-Builder) ASSUMPTIONS This scope of work and deliverables are based on the following assumptions: • At the end of each design deliverable(30%,60%,and 90%), CMB will review the plans and forward review comments to the RMCF DB Team within 14 calendar days. • The design team will use the existing project survey provided by CMB. • Permitting fees are not part of this scope of work or fee proposal. • This scope of work and fee is based on the design of 11 independent water quality systems and a total of 15 drainage wells with a depth of 100 feet. 8 Page Page 1256 of 1884 Exhibit A 3100 SW 15th Street iCO�T' F Ilk Deerfield Beach, Florida 33442 t►OR'°A• Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach May 14,2020 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Avenue 090-South West Avenue 091 -North Suhj: Water Quality Design Fee Sabrina, Enclosed find the revised Scope of Services proposal from CES based on comments received during our May 4,2020 negotiation session.The write up has been expanded to include a more detailed scope of work,a Permitting Section (7), IFC Deliverable Section (8)and an expanded Assumption Section (9). RMCF provided a draft Scope with drawings on February 10, 2020,a formal proposal with preliminary conceptual designs and well locations on February 18,2020.a breakout proposal for 30%design development on March 5,2020,an initial negotiation meeting on March 26, 2020 followed by an expanded proposal submission on March 27,2020 and a final formal proposal on May 4,2020 precipitated by the Commission's approval to proceed with the design development. Our price proposal remains as follows: 090-$542,056 091-$1,001,781 Notwithstanding the potential relocation of the Lincoln Road Pump Station to 1671 West Ave and pending a full Commission vote on June 26,2020,RMCF strongly recommends the City release RMCF to proceed with at least the South Water Quality design effort since the south will not be affected by the relocation of the pump station.We also recommend proceeding with the North since the drainage south of Lincoln Road will not be affected.We will ensure no overlap of design when and if the pump station is in fact relocated.The effort will save time overall. Please contact me if you have any questions or require additional information.We request the issuance of a formal Change order and NTP to commence this important effort. sincerely I -_ Michael R.Fischer,COO. Ric-Man Construction Florida, Inc. R I C - '1 A N C u ti s t K U i' T a n n Ft. u R I n 4 . I N C . Page 1257 of 1884 Exhibit A 3100 SW 15th Street Deerfield Beach, Florida 33442 iPEERpELD avoi,noRiok` Office:(954)426-1221 Fax:(954)426-1226 CC: Danny Mancini Tyson DiPetrillo Jose Caraballo Jorge Rodriguez Nelson Jacome Perez Attachments: - May 13, 2020 CES Scope of Services - RMCF Formal Pricing Submitted on 5/4/20 R I C - M A N CONSI I 1: (. I 1 o N (' [ o R I D n I N C . Page 1258 of 1884 Exhibit A City of Miami Beach Design I Build Services for West Avenue Improvements Phase II North and South of 14th Street • 2016-090-KB 2016-091-KB Water Quality Drainage Wells Design Scope of Services May 13, 2020 Prepared By: Des CONSAIIANIS 880 SW 145th Avenue, Suite 106 Pembroke Pines, Florida 33027 Page 1259 of 1884 Exhibit A ees City of Miami Beach CINIULTAITS DIB Services for West Avenue Improvements 2016.090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES)is pleased to submit this proposal to perform the design of 11 water quality facilities throughout the West Avenue project area. The design is based on discussions with City staff, an analysis performed by the RMCF DB Team, and a directive provided by the City of Miami Beach. The design will expand on the conceptual design prepared during the analysis phase of this effort. The water quality design is for 11 individual stormwater lift stations that will pump stormwater into 15 shallow drainage wells. The shallow drainage well depth will be approximately 100 feet, and the pumps will simply produce a pressure similar to four(4)feet of head. The system will collect a portion of the stormwater from the main lines on West Avenue and Bay Road and convey it to an underground settling tank. These tanks will be designed to retain the stormwater for 90 seconds, at which point, the stormwater flows into a wet well, A single pump will be located inside each wet well and pump the stormwater into drainage wells. The discharge piping will have a passive relief system to assure that the pressure equivalent to four (4)feet of head is not exceeded. Each of the 11 systems that will be located throughout the project area. Each system will have unique features due to the variation in above and below ground features at each location, as well as, the varying connection points along the main system on West Avenue and Bay Road. Due to these factors, each system will require a complete design. It is important to note that each of the 11 individual systems requires a unique design for the sedimentation tank, the wet well, the passive relief system, and the associated piping. The uniqueness is due to variations in depth of the drainage systems, variations of above ground features, and the variations in existing utilities. All of these factors introduce complexities that require specific designs. Additionally, these individual designs require modifications to some existing utilities, and redesign of items that have completed designs. For example, we have identified the need to redesign the sanitary sewer line and the water main along Lincoln Road between the street end and West Avenue. We also need to modify the already completed stormwater drainage design in order to connect these water quality systems to the main drainage line. These individual designs, in conjunction with the redesign of other utilities, requires a significant amount of manpower and a significant amount of engineering to assure that the system will work safely and effectively. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 21.'age • Page 1260 of 1884 • Exhibit A Cues City of Miami Beach 1TD/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 1. Perform soil borings at each location. 2. Development of complete engineering plans for each of the 11 systems. Plans will be submitted to CMB at 30%, 60% and 90% for review, including informal reviews with DERM. 3. Preparation of permit package, and all necessary meeting and revisions to attain a permit. Permit fees are not included. 4. Preparation of IFC plans once a permit is issued by the regulatory agencies. 5. Revision to the stormwater model to incorporate this water quality component. 6. Revision to the drainage report to incorporate this water quality component. 7. Revision to stormwater drainage plans. Adjustment to the stormwater plan to make connections to the water quality systems. 8. Revision to landscaping plans. Adjustment to the landscaping plan to make space for the control panels. 9. Revision to potable watermain plans. Relocating a segment of watermain along Lincoln Road to make space for the water quality system. 10. Revision to sanitary sewer plans. Relocating a segment of sanitary sewer along Lincoln Road to make space for the water quality system. 11. Engineering Services During Construction GEOTECHNICAL INVESTIGATION CES Consultants, Inc. shall prepare a listing of the specific geotechnical investigation requirements specific to the scope of work. The Design Consultant will manage the geotechnical task. The goals and objectives of the geotechnical investigation may include the following: 1. Identify soil types within the project area 2. Identify the characteristics and properties of the soils present 3. Use available soil characteristics, properties and potential project geometrics to identify possible geotechnical concerns 4. Provide geotechnical recommendations for engineering design 5. Evaluate groundwater conditions Upon completion of the geotechnical investigation, a report will be prepared and submitted with the 30%. The report shall include the following: 1, Brief description of soil conditions observed in the field and in the laboratory 2. Conclusions and recommendations regarding: a. Primary geotechnical engineering concerns and mitigating measures, as applicable b. Site preparation and grading including treatment of weak, porous, compressible and expansive surface soils and the construction of fills. c. Preparation of subgrade and aggregate base for pavement areas d. Pavement sections(if required) One (1)soil boring to a depth of 100 feet below the top of ground elevation at the location of the proposed wet well. If additional soil borings are required, CES will request additional funds to obtain soil information. 31Hace Page 1261 of 1884 Exhibit A CS City of Miami Beach r 4 i t m t i►k,: DIG Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services DESIGN AND PLANS PERMITTING CES Consultants, Inc. will prepare and submit design plans to CMB for the following phases: 1. 30% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Perform a water quality analysis of the site. • Participate in one(1)informal meeting with DERM to discuss conceptual design. • Develop alternative options to satisfy the water quality needs. • Develop conceptual drawings of the system, and identify locations for installation. • Revise the drainage model utilizing ICPR4. • Perform engineering calculations to define the size of structures and pumping requirements. • Preparation of system curve and pump selection. • Perform a utility conflict evaluation and coordination. Identify possible conflicts and necessary resolutions. • Develop 30% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 - Cover and Index o G2-General Notes • Civil: o C1 - Existing Conditions and Demolition Plan o C2- Proposed Site Plan o C3- Proposed Section Plan o C4-Grading and Restoration Plan o C5-Standard Details o C6- Well Drill Plan (Not part of this submittal) • Mechanical: o Mi "Mechanical Notes o M2-General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6-Drainage Well Plan and Sections o M7-Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3 -General Profile 41Page • Page 1262 of 1884 • Exhibit A c e 9 City of Miami Beach CONIVITIIXTS D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services o S4- Settling Tank Plan o S5 -Settling Tank Section(Not part of this submittal) o S6-Wet Well Plan o S7-Wet Well Sections (Not part of this submittal) o S8- Drainage Well Plan and Sections o S9- Control Slab (Not part of this submittal) o S10 -Secant Piles Details (Not part of this submittal) o 511 -Structural General Details • Electrical: o El -Electrical Notes a E2-General Plan and Grounding o E3-Equipment Layout and Sections(Not part of this submittal) o E4 -One-Line Diagram and Schedules (Not part of this submittal) o E5- Controls Diagram (Not part of this submittal) o E6 -RTU Installation(Not part of this submittal) o E7-Electrical Details 2. 30% Deliverables: Provide 30% Design Plans as follows: • One(1) Copy, 11"x 17"Design Plans. • One(1)Copy of Draft Drainage Report • One(1) Draft Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 3. 60% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop a well drill plan. • Prepare structural settling tank and wet well section plans. • Develop secant pile details. • Develop control panel slab. • Finalize electrical equipment selection. • Develop electrical equipment layout and sections. • Develop controls diagram, one-line diagram, electrical schedule, and RTU installation. • Develop 60% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: Page 1263 of 1884 Exhibit A C-�9 Cityof Miami Beach o f$tIllirlf DIB Services for West Avenue Improvements 2016.090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • General: o 61 - Cover and Index o G2 - General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan o C4 - Grading and Restoration Plan o C5 - Standard Details o C6 -Well Drill Plan • Mechanical: o M1 -Mechanical Notes a M2 -General Plan o M3 -General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7-Drainage Pipe and Force Main Profiles o MB-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3-General Profile o S4-Settling Tank Plan o S5- Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o S8-Drainage Well Plan and Sections o S9-Control Slab o S10-Secant Piles Details o S11 —Structural General Details • Electrical: o El -Electrical Notes o E2-General Plan and Grounding o E3-Equipment Layout and Sections o E4-One-Line Diagram and Schedules o ES-Controls Diagram o E6-RTU Installation o E7-Electrical Details 4. 60% Deliverables: Provide 60% Design Plans as follows: • One(1)Copy, 11" x 17" Design Plans. • One (1)Copy of the Revised Drainage Report 611- at, : Page 1264 of 1884 • • Exhibit A GCity of Miami Beach c®.s a t r i w r s D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • One(1)Signed and Sealed Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 5, 90% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Finalize all aspects of design in preparation for permitting. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop 90% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 - Cover and Index o G2-General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2- Proposed Site Plan o C3- Proposed Section Plan o C4 - Grading and Restoration Plan o C5- Standard Details o C6-Well Drill Plan • Mechanical: o M1 -Mechanical Notes o M2 - General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6• Drainage Well Plan and Sections o MT- Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o 52-General Plan o S3-General Profile o S4-Settling Tank Plan o S5-Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o S8- Drainage Well Plan and Sections o S9-Control Slab o S10--Secant Plies Details • .Page 1265 of 1884 Exhibit A DeG City of Miami Beach c o i s u t r I r T: D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services o S1 1 - Structural General Details • Electrical: o El -Electrical Notes o E2 -General Plan and Grounding o E3- Equipment Layout and Sections o E4-One-Line Diagram and Schedules o E5-Controls Diagram o E6-RTU Installation o E7 - Electrical Details 6. 90% Deliverables: Provide 90% Design Plans as follows: • One(1)Copy, 11"x 17"Design Plans • One(1)Signed and Sealed Drainage Report • Completed permit applications • . Electronic Submittal of Design Plans and Drainage Report(Uploaded to E-Builder) 7. Permitting For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Preparation of signed and sealed plans with CMB approval. • Preparation of signed and sealed drainage report. • Participate in one (1) meeting with DERM at the 30%, 60%, and 90% design phases. • Participate in three (3) meetings with DERM once the permit application is submitted. (This will include a meeting with a brief presentation of the project.). 8. IFC Deliverables: IFC(Issued For Construction)plans are those that are issued once all necessary permits have been acquired. For the development of this sub-task, CES Consultants, Inc. will provide the following services. • One(1)Copy, 11"x 17" Design Plans • One(1)Signed and Sealed Drainage Report • All necessary active permits • Electronic Submittal of permitted Design Plans and Drainage Report (Uploaded to E- Builder) 8P z: g e • Page 1266 of 1884 Exhibit A CCS City of Miami Beach c o o l y t,i t i DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 9. Assumptions For the completion of this effort, CES Consultants, Inc. has the following limitations and assumptions: • Based on conversations with experienced drainage well contracts, we are assuming a capacity of 500 GPM per foot of head for each drainage well. Utilizing this historical data,we are estimating a total capacity of 2,000 GPM per well(4 feet of head). • Due to space limitations within the right of way, we have maximized the number of drainage wells that can be incorporated into the project to 15 wells. This scope of work assumes 15 total drainage wells. • We are estimating a total of six (6)meetings with DERM. In order to maximize the effectiveness of these meetings, we will participate in one (1) meeting per phase (30%, 60%, and 90%), and three (3) meetings once the permit application has been submitted. • 9,F y • Page 1267 of 1884 Exhibit A Michael Fischer From: Michael Fischer Sent: Monday, May 04,2020 12:18 PM To: 'Baglieri, Sabrina': Rodriguez, Jorge Cc: Tyson DiPetrillo Subject: Water Quality CO Attachments: Alternate 2- Wells For Water Quality cost.xlsx;West Ave WELL design direct Cost.xlsy Sabrina Enclosed find RMCF work sheets in support of the Change Request. The submission from CES on 2/10/20 has not changed Total cost is: 090$542,056 091$ 1,001,781 Total$ 1,543,837 Page 1268 of 1884 ` RITZ RE 2.CYUNDRFCAL NAT Fe0.210 Rev 1.4170/70 West ave Prgeer • Admit*7 Wates Qunta Wens•CLdaNncal se70,. nt and%palati pumping Ian/aunt with U sacra trod[ gadget Pacrnr • nantrphw' Souti•090 South 1+.90 Taal-090 Nm1h 091 Ndth 091 9,10 091 /nnments AMC5 fFS RMCF CE5 Oman and ComtnrcDin Inspection 5476.11)03 c AR?.457100 e.desii,n 11gstlon-nvrs.drawee model +evrte dralnaee 10mM Strom Water WM re-des.cns Conreos eavebpmenl !0%,60%,90%Demo•civil,elect.mech."! 5 e,A08.0.0 17.4113.00 Spread states nem!-Cloven fr,,pn.•.InY.1a6'!nY rcvrnws Subsurface nontstidev9nr Stows,v.W WIY Inlerferftttf] S 5,377.00 S 2,695,00 Shead Sheol dem it Serve eeemltine-OERN,SFWMD,.tc. 9 3.540.00 v!..N Soon•, M01 development S 6.220 00 Speed Sheet 4em a<• perm Tax cutMer1 {oestrus bon Inman-bon,swell certification McMmBs.Mn[evpents 'D Ai-b,o t docurnemetMn OS Est m4Nne/Vr tine&3cop.re S 8,466.00 S 16.069M Somme cheer dem 17-1 rtrmanK brr•.10 5.ocs•.,4 ..a N Sutdutel S 333,954-00 5 416.117.00 S 40.8840D S U1,450.00 0$ CD Ire R Iond•3% 5 219.00 S 11,333.00 S 1.72700 S 16.503.00' O &eMnrel .5 34,173.01 v 290,39;00• 5 42.111 03 5 009,961.00 • CO WRMCI Mat.rp ICUS c :46R 00 5 14,320 00 5 c.:11 07 S 15,400.00 Subunit 04118n and Coordination 5 77,141.00 S 514.975.00- S 44,905.03 S 955,49.00 TotMChmBe0aqunt $ 547078.00 1,001,7*1.00 m x a- D ' Q :n :.c x w • • 0 co ,� - o ci . ti N t- -- _ G) Q) cd a 1131.6`1/ i - - .. . 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CV '��tyrv mo tr is, rr UMW IS$50 67 71010 WOO IAA Og 1.114311 3 • 71 9S f n mud.0 645411 163 CV $ f.®m • 6671 s m • ler lgyu15w41o1.Iw! >m S s2. synery5LSO S 111251011 "MOO LIVID $6.4400.40 Nen 1 L. 11 - 14124 OS 1.1 S.461 1.100 701710 14,1.410 • 110.14,o 14..010 11141 f 49 y �114414..40/1.0. f 4510.10 $42 1791 Is..44.2444a5Y) I.f f • s1W11Y0Pi44511 1 44 S - m S n 1.014. 4 Lk 1.11103 50. 10.51100 1..110 11.1104 Mut. inwUSN. •IIysa ,Olm, 1.0 1 t - 19.1N 02 161/ 1.11 414.00 1.011 00 SINS.nsm 14)1140 y,Ywruuraly .Na • 4wrus f 2149 f 1,1574241 1 glum mum ,taa-ro 'aet®116 1 CO I - f Uwm 16. 5 VMS 9 44910 t 1011.0 f ]40-,10 14.72cor rvr 041410 N f 21 ]149.m f4,15,100 4.4 00 f1.1500 1 f SOLI 605$01 1003 LOOM 1.11611/ 4.111.4/1406 nn 111s1 $ • f 141. 1w..r 4.. • 11.40 n{ 1.1.1750 VOILA 11.101,04 11,501110 o f$ 4.701. N f 44. 1 t 79,14101 s 792040.01 1 vs4. 4 f;40141$ 11.1002 2.144V, 15.114V21 .1174.w. :s.N - +aNn.ULsnS.57.44.4U.,in 4.4.4114 nl10.04.104.54 $ 4®10 f U 110 791001 uSn, m f n Nem u$U 0•2•41.412 43 V WS DI VW f m 77 MVO IMO L/51.01 LID. • AVI Cr NA. 1.133. 09.44 1 1311 f 44979 .1 1.11.0 1136660 111.11 1.10 CO Oman w� _ . 1.1.00 111103 Y.NI.m 19921 f KAY. us Cr f fm m XXV VI SO 1 SlSa 1..M03 LISS CO 7,71004 7.74•03 ids. III 11 ,11 S 4910 d.4r,. In AVM 111 5 Wit 1.121700 MI CO Nen. 11.117103 174104.Rn1414w4141244u12e,404.2.11.111 • 16,61100 POO N w.,elnINmy 9 • 11401410 40 4 n � epnm ..rm l.. a 21 MIS. 70 1.60 /AVM r.nrco ‘radrn 11411.00 N u I - M.. 1669 9 211 UNDO 1enm 14/24. 145_.10 Snoyy010 . . 111.140 tar/ aarto• 115109. 110. 4}411099 Page 1273 of 1884 Ric-Man Construction Florida,Inc. 04/2Wilibit A11,16 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 11 CES Engineering Takeoff: 1.00 LS Bid: 1.00 LS . .Txxv-ftligitiocig: .:; -.:t.:-.---!- -estswa ..-r. .jtsplloA,Ac:losipm.:_:: ,-,.: il'i.:;z,_'...,, -:',5:ii3,-;_-.v; Mh: Shifts: Mh/Un: Un/Sh: 152,500.00 152,500.00 **********Biditem/Category 11 ********** 152,500 152,500 Mh: Mh/Un: 152,500.00 152,500.00 *** 12 Sidewalk/tree removal/Landscaping/Fencing Takeoff: 1.00 LS Bid: 1.00 LS rklIVAacci azgonotnitb-,,w,-z-.: fi0 aiii.- kficArtfr*:**.:4"Wei-Yri:-,:,.•,af-31-'i.6 .-Z4V.-;YEt--E--'i,j;22.::---iM:i:,::-: :',11VA--J1K4tWit.:940()% Mh: Shifts: Mh/Un: Un/Sh: 20.00 20.00 ALT.Sft-:-2411-N-4:41410#11-W,MCs-A-IgM4,4gotilfillINSWIWAIMCil'igWEV- •::.M1*-ii.:', ZWiAT-4T-i54;f!..:;01..,12`, 111 Mh: Shifts: Mh/Un: Un/Sh: 10,000.00 10,000.00 10 ,:itei-M#0#0#40W4441WWWIALLXMW4*X9WirA0 ammo:!NayNes-a,-,, .,3ms00it-t33O Mh: Shifts: 11/113/Un: Un/Sh: 35,000.00 35,000.00 37441M-73;faMfdlOWlitgi-:-W , 4110MW MIZIETW WatallkW1::Z:k4M-;5in; i:-±e-;:: .:1'W4:3:1:ittii ;Ait -!?6):;72471)-;344Wrig.,,,pt Mh: Shifts: Mh/Un: Un/Sh: 5,000.00 5,000.00 Pgi4,-)eal.-14404411404EV;7VAt3V0,1InI3 WOM5IUMICENSUM - 55:iikfftggitWOMIMINfiliNWSWAIR Mh: Shifts: Mh/Un: Un/Sh: 10.00 10.00 iftWW.-;;taitj,VAttftWiii,MV:':.- -;.fliigf.P"f:WW.1 *$mtooftew-,,Ag-,z4a,vrA?*P; ::::.i,:(47.,i,-. --;‘=l-k - gow,7xsogt Mh: Shifts: V11/1.1n: Un/Sh: 5,000.00 5,000.00 Biditem/Category 12 ********** 93,400 93,400 Mh: Mh/Un: 93,400.00 93,400.00 *** 13 Utility Relocatopn Takeoff: 1.00 LS Bid: 1.00 LS 5-VEMZtWARJ101*****KW- -,'-:!'0)-111r:V":1411-94V-5iMilki10'74fiffiC Mh: 300.00 Shifts: 5.0 Mh/Un: 300.0000 Un/Sh: 0.2000 14,603.93 1,200.00 13,885.80 29,689.73 **********Biditem/Category 13 ********** 14,604 1,200 13,886 29,690 Mh: 300.00 Mh/Un: 300.0000 14,603.93 1,200.00 13,885.80 29,689.73 *** 14 Utility Removals Takeoff: 1.00 LS Bid: 1.00 LS aW', 7ltarat :Mil****M:',1-A'!?2igiVaeflt2;z:4-ft. .414411E02i4lik, V:1-:,::i:t26. :,:t7A(v, 1e9iFIcV4.810a0 Mh: 240.00 Shifts: 4.0 Mh/Un: 0.2892 Un/Sh: 207.5000 14.08 1.16 13.38 28.62 **********Biditem/Category 14 ********** 11,683 960 11,109 23,752 Mh: 240.00 Mh/Un: 240.0000 11,683.14 960.00 11,108.64 23,751.78 *** 15 Paving Parking Lot Takeoff: 1.00 LS Bid: 1.00 LS ltWgCOX---IAE+*fiutfiftgOjgitkiWC:::tF.:-ig-utPW1C'P';;;1?NOiXtAqvoCZzA*:::i-kl:F-z:!:,4gi4i,: -;-;%-iTaW.SWi",:z.ff.:lisi:KAII5V-ZAIMM Mh: Shifts: Mb/tin: Un/Sh: 15.47 15.47 1.F_M;.Aati.LWIIVOttalL4r**.W.filatTOOMMIW12-4-.6.11W4CLU1gg*011#4)N-1 ;;;.Q#SAPTAA-WW.0-* Mh: 180.00 Shifts: 3.0 Mh/Un: 0.1800 Un/Sh: 333.3333 8.76 2.68 3.00 8.33 22.77 **********Biditem/Category 15 ********** 8,762 2,675 3,000 8,331 24,926 47,695 Mh: 180.00 Mh/Un: 180.0000 8,762.38 2,675.00 3,000.00 8,331.48 24,926.30 47,695.16 *** 16 MOT 17th St.&West Ave. Takeoff: 1.00 LS Bid: 1.00 LS 34,1iik:AVE-WWW...1411-10Milt**1..._ _. 14IC (WM.SATRAPAKM,AiWI! -.16Mitid"W_ Isvogrei..04r41031A ME: 880.00 Shifts: Mh/Un: 880.0000 Un/Sh: 34,139.46 10,300.00 13,200.00 7,500.00 65,139.46 **********Biditem/Category 16 ********** 34,139 10,300 13,200 7,500 65,139 Mh: 880.00 Mh/Un: 880.0000 34,139.46 10,300.00 13,200.00 7,500.00 65,139.46 ENS 17 Platform Screening&Support Takeoff: 1.00 LS Bid: 1.00 LS ftMil*'•?t=i1,'W00-011§0.g.40,01410904141,',3XPAV*1404Riffa;AWNOttl :',igtill-?OiZR•47.40Wigiff:::44-V . Mh: 1,200.00 Shifts: 20.0 Mh/Un: 0.3529 Un/Sh: 170.0000 17.18 81.61 5.02 103.81 •IMWWW-i-t;igh~titti#1MT.i.:41g:5114.441WW130-0194----:AK:5:1Matk;LVIWI':]',1 -,-2Ti--Q: 4=:71.gV$V44:7--tgOkiftWAICIS(. Mh: Shifts: Mh/Un: Un/Sh: 35.00 35.00 **********Biditem/Category 17 ********** 58,416 277,478 17,051 14,700 367,645 Mh: 1,200.00 Mh/Un: 1,200.0000 58,415.76 277,477.75 17,051.20 14,700.00 367,64.4.71 *** 18 FPL Vault Takeoff: 1.00 LS Bid: 1.00 LS 1 Ric-Man Construction Florida,Inc. 04/2E411 411 i bit A11:16 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total 18.01 FPL Vault 1.00 LS F6319A 50 10.00 171,600 171,600 Mh: Shifts: Mh/Un: Un/Sh: 171,600.00 171,600.00 **********Biditem/Category 18 ********** 171,600 171,600 Mh: Mh/Un: 171,600.00 171,600.00 *** 19 Transition[Box. �p B Takeoff: 1.00 LS Biid: 1.00 LS iton Mh: I,760.00 Shifts: 22.0 Mh/Un:j@}��p �0.3259 Un/Sh: 245.4545 15.73 2.48 20.91 31.48 70.60 x Mh: 300.00 Shifts: 5.0Mh/Un: 0.3750 Un/Sh: 160.0000 18.25 4.82 17.36 40.43 _.t1ll,, .:_ , a -Y - aiP Y 1. - Mh: 180.00 Shifts: 3.0 Mh/Un: 0.5625 Un/Sh: 106.6667 27.38 16.05 25.00 26.04 94.47 W ?. ; . Jri_ 5 _a_�mfXgp `SV r0 . _ ?: _ ae '' ' Mh: 200.00 Shifts: 4.0 Mh/Un: 200.0000 Un/Sh: 0.2500 10,131.36 16,374.36 4,616.68 31,122.40 **********Biditem/Category 19 ********** 118,466 38,737 8,000 139,749 170,000 474,952 Mh: 2,440.00 Mh/Un: 2,440.0000 118,465.60 38,737.36 8,000.00 139,749.19 170,000.00 474,952.15 *** 20 Dissipator Receiver Box Takeoff: 1.00 LS Bid: 1.00 LS Mh: 640.00 Shifts: 8.0 Mh/Un: 0.1524 Un/Sh:q� y525.0000 7.36 X3.1188 8.54 23.81 42.89 74R. ;.y - '.t t.. S -'j,.t'g:s: ..€::t,•' w+F+ca£` ,_ --.�.ti7 .':.fl'M-:'.°®: ;its --",�C_i;1 :z,v. h Mh: 144.00 Shifts: 2.4 Mh/Un: 7.2000 Un/Sh: 8.3333 350.50 139.10 360.01 849.60 " ;:.%.;•'u_WT Aig3ii[�.--�. ��....wel ,:».;4 .__, -.`._:: :, ..,��. .��Jfkt'i ..._Xi4 .1..... ,.__3s_-if - �'•+z�.5 _ - Mh: 300.00 Shifts: 5.0 Mh/Un: 0.3750 Un/Sh: 160.0000 18.25 3.61 17.36 39.22 W4 Mh: 180.00 Shifts: 3.0 Mh/Un: 0.4500 Un/Sh: 133.3333 21.91 16.05 13.13 20.83 71.91 Mh: 126.61 Shifts: 2.5 Mh/Un: 126.6100 Un/Sh: 0.3949 6,413.53 16,374.36 2,922.36 25,710.25 **********Biditem/Category 20 ********** 67,687 41,840 5,250 68,197 100,000 282,974 Mh: 1,390.61 Mh/Un: 1,390.6100 67,687.16 41,840.36 5,250.00 68,196.54 100,000.00 282,974.06 *** 21 17th Sea Wall&gLincoln Rd. Takeoff: 1.00 LS yry Bid: 1.00 LS Wigy Mh: Shifts: Mh/Un: Un/Sh: 19,000.00 19,000.00 r Ric-Man Construction Florida,Inc. 04/2F2glibit A11:16 04062021 West Ave 091 North-60%Drainage 2021 • Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total **********Biditem/Category 23 ********** -10,000 -10,000 Mh: Mh/Un: -10,000.00 -10,000.00 *** 26 PLatform Takeoff: 1.00 LS Bid: 1.00 LS rgifiV.:72:-:,:j.:.::::=';.0411150V,-,0e, :.: .--';',::7•T-::440ftW;:a'!.' .L .W:::IPAWAI-':;. 1-Atq'.•::2:;-:7,77: :1,?:-:,!.': ::.'T",-- -...'::.,-."41ft1;:iY.-1,:, - .7.4. Mh: 80.00 Shifts: Mh/Un: 1.6667 Un/Sh: 82.56 37.31 119.87 **********Biditem/Category 26 ********** 3,963 1,791 5,754 Mh: 80.00 Mh/Un: 80.0000 3,962.68 1,790.88 5,753.56 *** 27 Restoration West Ave.from Lincoln Rd.to l'TTakeoff: 1.00 LS Bid: 1.00 LS IgiOr :•.;,:.%: ;ii,••,54,1. 1kfWW:gVa-NfirW.KXelZAafMesfZ7;T . aa.jIrA:=Z •,','''.:::•-• .101W-- 14M Mh: Shifts: Mh/Un: iii/Sh: 3.00 3.00 414krgX:li. tiK::'''-:''-:,' 1-04'Z;‘41004*-iVi}6-4';-.V.:,i#17frOIAICIVAtiLMff 414ffig:',A69if'iAW-']Wfg4Ck5,53 'til:f; 3 ', -101i Mh: 132.00 Shifts: 3.3 Mh/Un: 0.0400 Un/Sh: 1,000.0000 2.04 2.03 1.69 5.76 tATRAW2LAM;1441r., .- : ,:,T,VailMIP}:WarriagAgINAR-Allti=tig•- W),•%70',;.;: a •A::: ;-:' -tS;: iiVQ‘';Y-4'02-AVAWASS Mh: Shifts: Mh/Un: Un/Sh: 15.00 15.00 M4-i '!:].:''.1.)::.:.:..i***Oitaiggig!**V.filNrg-i?4.AlicMMAIWO119471VAgfraa.N:RaFITY672.K,,!.::f Mh: Shifts: Mh/Un: Un/Sb: 12,500.00 12,500.00 **********Biditem/Category 27 ********** 6,740 6,698 5,563 72,080 91,081 Mh: 132.00 Mh/Un: 132.0000 6,740.05 6,698.20 5,562.97 72,080.00 91,081.22 *** 28 Header Pipe System Takeoff: -1.00 LS Bid: -1.00 LS 28.01 Header Pipe System -1.00 LS F6319A 50 10.00 -62,534 -62,534 Mh: Shifts: Mh/Un: Un/Sh: 62,534.00 62,534.00 **********Biditem/Category 28 ********** -62,534 -62,534 Mh: Mh/Un: 62,534.00 62,534.00 *** 290 29 Lincoln Ct. Takeoff: 1.00 LS Bid: 1.00 LS qa.Offig•::-.;::;QRg**ttgq•Ptf**.RC41WL-Fi•TffgjWf-5S7-AraffWAMAAVEFSFV:R;Ari4P•k: . •T :jg:!:lfgflagri•A4O6'.•_.":.il,AWDAPrOtt Mh: 175.00 Shifts: 3.5 Mh/Un: 25.6000 Un/Sh: 2.0000 1,348.19 58.09 26.75 515.15 400.00 2,348.18 410.10f;'"4:1541104.00001000W:i' V:,-;;;:0"ii{:.:VXCIALaigirr;4 .64W4:;:;:.1:14k1.5irs:'::::rX.;.,;(,':;;F:, ,,,-,?:,:.4.747:.- flitigttF."14A Mh: 168.80 Shifts: 2.1 Mh/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 Biditem/Category 290 ********** 17,791 19,561 187 10,623 2,800 50,962 Mh: 343.80 Mh/Un: 343.8000 17,790.75 19,560.64 187.25 10,623.48 2,800.00 50,962.12 *** 300 30 Lincoln Terrace Takeoff: 1.00 LS Bid: 1.00 LS f.t0lV.41:111K1001041471P0iiiiVf411WEVAMIckiglatalMknt-AI.M.,Ciff ..,. .- '4A', ;..:;:';,f'.,:W.itt-'-lii,IA1911a5-1-41M Mb: 200.00 Shifts: 4.0 Mh/Un: 25.0000 Un/Sh: 2.0000 1,348.19 57.94 26.75 515.15 400.00 2,348.03 AWW'::t-WIS- •'qtri3gia__,W4..341ASTIZI -5-W-INC-Ii:lanitZr-ti'MEW: :: :::ig•t-F;,;;Itie?-1M4.r.P. :A: 04-1M, Mh: 168.80 Shifts: 2.1 Mh/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 **********Biditem/Category 300 ********** 19,139 19,618 214 11,139 3,200 53,309 Mh: 368.80 Mh/Un: 368.8000 19,138.92 19,617.56 214.00 11,138.62 3,200.00 53,309.10 *** 310 31 16th Street Wesrt of Bay Rd. Takeoff: 1.00 LS Bid: 1.00 LS a1RAVIUM,. .,s7VOI*ier Wt*tk4§1._i_!ie-':'. -At.r•ftA::gfgnift:Mtiq.jXVK:nAriPk: t•Y•gF•P:k4241••-':'IqANrf4k:•;'•: XtA•WAIPI! Mh: 225.00 Shifts: 4.5 Mh/Un: 25.0000 Un/Sh: 2.0000 1,348.19 58.05 26.75 515.15 400.00 2,348.15 if10441 :.';:A•10(06100004000110C,7,74=.,'.:::',Iiz-7,-LAPTAZ- 5-ff:MRAZIROlfliNg;',WIEff-7:!Al11k1:3'77,;;:',5,,J-ii '.:',;g:.7047WVMM4:-7gAUgt Mh: 168.80 Shifts: 2.1 Mb/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 **********Biditem/Category 310 ********** 20,487 19,677 241 11,654 3,600 55,658 Mb: 393.80 Mh/Un: 393.8000 20,487.14 19,676.52 240.75 11,653.78 3,600.0055,658.19 *** 320 32 16th Street Takeoff: 1.00 LS Bid: 1.00 LS 1pxovr.i',,,:.;1:,,,':-::eigtl*4.'krilf...:WftfjCRFAQntg'Pz'-ZfaSAffteffi_ntfVtc';fAiV.Ct=3,i: ,li',Vgk:::_4,'-' ogo:a-;AZXQ.fiktWififlork-gA.!M Mh: 100.00 Shifts: 2.0 Mb/Un: 25.0000 Un/Sh: 2.0000 1,348.19 57.94 26.75 515.15 400.00 2,348.03 MAigk--s,‘'•::•: f•••:. $$MROWAiik,q(' : :: :1::-il-taanraIFORAIi-jWK;Rra'15514U9V.t'.::P.;.`;:ilWV:IWIlvigt.:2;:-ii:•:-nctRk Mh:. 109.09 Shifts: 1.4 Mh/Un: 0.7273 Un/Sh: 110.0514 35.99 161.35 4.80 30.24 232.38 MY-P7e. :-A-.::04401i0W"..f:',•4.".%',':2:::t4a-i,Z4tWgraw.tg4;WAVIAT':MAVTA;.:F141:NC.?,-.. !--.ii:•,r.47i;::E;::,•:i:fizc::;' ;:!.-,:,v414*-:, :iptz_kmi-mo, Mh: 24.60 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 54.88 40.12 127.14 ';:.;' : ''.. .‘ '4 : 1:'. ''.--.'' -' ------f--'---pgt6?'I-2tt'dfftfif4'-' ..'-''' - ------ ' - -.--.'-----''-'7.` 3 Ric-Man Construction Florida,Inc. 04/2ibit A 11:16 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Meat Contract Total 320.12 Dewatering 150,00 LF F6319A 50 10.00 760 2,022 346 3,128 Mh: 15.00 Shifts: 0.3 Mh/Un: 0.1000 Un/Sh: 500.0000 5.07 13.48 2.31 20.86 3r. O L1 :` ;mow 50.'1 ? - ''-f io :" s _: Mh: 261.79 Shifts: 3.3 Mh/Un: 0.7272 Un/Sh: 110.0244 35.99 199.39 4.50 30.23 270.10 qM�h: 98.30 Shifts: Mb/Un: 0.6068,y�U.�n/Sh: ffAA�p�{� 32.51 ¢ 55.56 40.58 128.64 44"-,x, s-+.„. �._,. .a 'U1.'r .kSi+�R63 50 ,-::1OMO` _ 4. ., _. Y1 r,..'; :, ' ,:igrim. Mh: 72.00 Shifts: 1.4 Mh/Un;�ag�w#. 1 * 0.2000 Un/Shh:` 250.0000 10.13 13.52 4.62 28.27 ��. -• f .ca Mh: 180.00 Shifts: 2.0 Mh/Un: 90.0000 Un/Sh: 1.0000 4,449.09 5,510.45 ' 4,239.71 14,199.24 Mh: 100.00 Shifts: l 2.0 3 Mh/Un: 50.0000 Un/Sh: 1..0} .'�. _ _?000 2,532.84 69.55 476.25 3,078.64 _ f y ,, ,..., ',F ,IV B- ` -,_ } .,. ' ?'�; ..... . ..7 `� Mh: 168.80 Shifts: 2.1 J-.$ E �fn .4aMh/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 **********Biditem/Category 320 ********** 57,054 133,420 13,697 44,155 1,600 249,926 Mh: 1,129.58 Mh/Un: 1,129.5800 57,054.41 133,419.50 13,697.00 44,155.38 1,600.00 249,926.29 *** 330 33 15th Terrace p y� Takeoff: 1.00 LS �j� 2, Bid: 1.00 LS - .r �'- �' ..-a9 JO-:': s: i .sem. t-ZIAJ2 C: J, r [. -1 Mh: 181.81 Shifts: 2.3 Mh/Un: 0.7272 Un/Sh: 110.0352 35.99 53.50 4.50 30.24 124.23 Mh: 64.20 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 60.75 40.12 133.01 Mh: 50.00 Shifts: 1.0 Mh/Un: 0.2000 Un/Sh: 250.0000 10.13 13.48 4.62 28.23 : ..>,... . , z:Parog." -7_ 51.-0 y _ .,,.:, ..,._, :ALLM1''_-. , ,1 MBE € Mh: 180.00.0jShifts: 2.0 Mh/Un: 90.0000 Un/Sh: 1.000074,449.09v5,510.45 4,239.71 14,199.24- 1�-_-._k.. ..,1._-.Y. � .:_ eftizR1 -..,�...._...�.: .'F6349&. ",:-t•�S"M.-. _ :. I'l l_.._-_, - .s, V,I- . -ci:l. ,t�-�j.. . a?�l, ' Mh: 40.00 Shifts: 0.5 ME/Un: 40.0000 Un/Sh: 2.0000 1,979.49 2,689.93 1,662.90 6,332.32 1q Mh: 80.00 Shifts: 1.0 Mh/Un: 80.0000 Un/Sh: 1.0000 3,958.96 2,786.23 3,325.79 10,070.98 to ., = vM... {_- .. v Mh: 200.00 Shifts: 4.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,532.84 278.20 476.25 3,287.29 Mh: 160.00 Shifts: 2.0 Mh/Un: 1.6000 Un/Sh: 50.0000 79.18 4.50 60.07 143.75 Mh: 168.88 Shifts: 2.1 Mh/Un: 168.8800 Un/Sh: 0.4737 8,357.36 19,154.04 7,020.76 34,532.16 **********Biditem/Category 330 ********** 56,213 53,510 8,075 41,408 159,205 Mh: 1,124.89 Mh/Un: 1,124.8900 56,212.53 53,509.96 8,075.00 41,407.96 159,205.45 *** 340 34 15th Street Takeoff: 1.00 LS Bid: 1.00 LS r Mh: 23.33 Shifts: 0.3 Mh/Un:f 23.3300 Un/Sh: 3.003300. 61,157.21 1,070.00 916.993. 3,144.14 {{ Mh: 168.80 Shifts: 2.1 Mh/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 **********Biditem/Category 340 ********** 9,511 20,224 7,934 37,669 Mh: 192.13 Mh/Un: 192.1300 9,510.60 20,224.04 7,934.35 37,668.99 ***p{{ 360 36 14thCourt y�y ((�(�p.Takeoff: 1.00 LS Bid: 1.00 LS Qat '.: 'gatk: a{00- -. _1Y QV T*�Y i�_. ; _ ._:„ {-, 4,:.,'.. r v Mh: 58.17 Shifts: 0.7 Mh/Un: 0.7271 Un/Sh: 110.0413 35.98 199.39 4.50 30.22 270.10 Mh: 21.84 Shifts: v.Mh/Un: 0.6067 Un/Sh: 32.50 56.18 40.57 129.25 MIX-;-. _.,_ --K,... 'f-. X§:: .113.001-: ,*,0 7,r' }_._tet},i-l. Mh: 8.00 Shifts: 0.2 Mh/Un: 0.1000 Un/Sh: 500.0000 5.07 13.58/ 2.31 20.95 13 Mh: 40.00 Shifts: 0.5 Mb/Un: 40.0000 Un/Sh: 2.0000 1,979.49 2,689.93 1,662.90 6,332.32 Mh: 25.00 Shifts: 0.5 f Mh/Un: 25.0000 Un/Sh: 2.0000 1,266.45 278.20 F 238.13 1,782.78 .,WT a�. ...Z':- ' lir _ _ t15 50 '1$;11C ,, ': #1 r Mh: 168.80 Shifts: 2.1 Mb/Un: 168.8000 Un/Sh: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 Page 1277 of 1884 4 Ric-Man Construction Florida,Inc. 04/21tY0i?I b i t A11:16 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 360 ********** 16,053 39,159 2,383 12,982 70,577 Mh: 321.81 Mh/Un: 321.8100 16,053.11 39,159.38 2,382.50 12,981.51 70,576.50 *** 380 38 Lincoln Road Takeoff: 1.00 LS Bid: 1.00 LS Mh: 192.71 Shifts: 2.4 Mh/Un: 0.7272 Un/Sb: 110.0498 35.99 161.35 4.50 30.23 232.07 cam? =. ) ;'UU, .' >lck F: ,U 30__.1000. ,12,57 4'105,. -: :: .. , :: , . Mh: 48.00 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 58.81 40.12 131.08 t#1? ;, '.malt.: .. '_ 'r_ .- :.. `._._ ,+ . Mh: 53.00 Shifts: 1.1 Mh/Un: 0.2000 Un/Sh: 250.0000 10.I3 13.28 4.62 28.03 Mh: -133.07 Shifts: -1.7 Mh/Un: 0.7272 Un/Sh: 110.0487 35.98 148.98 4.50 30.22 219.69 . ,. U9k. +._1 ,':'. •'.. .._.:,' ` _ ,: `Iir•sq,. Mh: -33.00 Shifts: Mh▪ /Un: 0.6000 Un/Sh: 32.14 58.82 40.12 131.08 its.'' ,_f1 .:..' ... 4 . ;_~-, '= ;. .:1 .. ;: 4 "TA .._Z3 -$ ; =:i,' < ;,.''==s3..:. Mb: -36.60 Shifts: -0.7 Mh/Un: 0.2000$Un/Sh:�y250.0342 10.13 13.30 4.62 28.05 M : -1,029.39 Shifts: -11.4 Mh/Un: 2.8125 Un/Sh: 32.0017 141.01 460.71 6.09 150.13 757.95 ? :.:: { __.v�� 4`: ar,40ti` a1;^u..' ;:,1R'.: :~ r .:=,` M•.� j� r�� t �L. „_L '�: ,' �. : �.:-a:-. _:.�. Mh: -167.02 Shifts: Mh/Un: 0.5902 Un/Sh: 31.62 18.03 39.47 89.11 Mh: -36.60 Shifts: -0.7 Mh/Un: 0.1000 Un/Sh: 500.0683 5.07 98.32 2.31 105.69 #os it a 1*4 i±Qd .:_ ' 9A- '. 6T4 r_ ,•':. _ `� _. '',- . _' ~Mh: -858.76 Shifts: -9.5 Mh/Un: 3.7500 Un/Sh: 24.0019 188.02 188.02 553.16 10.08 226.84 978.09 y? ♦ Y!s: ��6 , ' '`;'. : •1040. 'f iM-+ . ,, W.: ;Iu. {_.. . ,i _.ar wiirligtx Mh: -109.80 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 17.76 40.12 90.03 ::;g114:131*** WE 444 .:-AI,Iet "fiFej9S-Iiitela00:,., r f� 13 I3s ...t At-.VO 'F''Y-i°y Mh_: -22.90 Shifts: -0.5 Mh/Un: 0.1000 Un/Sh: 500.1092 5.07 69.60 2.31 76.97 __` :; ' A 4U == : T 0 10.00 :_ >=r.. Tl--i..M__.. Mh: 320.00 Shifts: 4.0 Mh/Un: 80.0000 Un/Sb: 1.0000 3,958.95 2,786.23 3,325.79 10,070.97 Mh: 180.00 Shifts: 2.0 Mh/Un: 90.0000 Un/Sh: 1.0000 4,449.09 5,510.45 4,239.71 14,199.24 .- '" r .. W.C2-A.._-'i 4 }FST .. .. •g f.:-..L': Mh: 300.00 Shifts: 6.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,532.84 278.20 476.25 3,287.29 Mh: -160.00 Shifts: -2.0 Mh/Un: 80.0000 Un/Sb: 1.0001 3,958.94 5,510.45 3,325.79 12,795.18 MAV .- - !' ll •1 L. t' 7 Mh: 168.80 Shifts: 2.1 Mh/Un: 168.8000 Un/Sb: 0.4739 8,353.39 19,154.04 7,017.42 34,524.85 **********Biditen✓Category 380 ********** -67,558 -298,668 -11,051 -97,909 -475,186 Mh: -1,324.63 Mh/Un: -1,324.6300 -67,558.38-298,667.76 -11,050.70 -97,908.99 -475,185.83 *** 400 40 West Ave.(Lincoln Rd.to 14th St.) Takeoff: 1.00 LS Bid: 1.00 LSP Mh: 29.09 Shifts: 0.4 Mh/Un: 0.7273 Un/Sb: 110.1928 35.99 158.53 4.50 30.26 2 �> 29.28 t Fil-giOt gta.O ?. .r . i s,, W: --147 Mh: 6.60 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 58.86 40.12 131.13 • Mh: 16.26 Shifts: 0.3 Mh/Un: 0.4065 Un/Sb: 123.0769 20.59 13.11 9.38 43.07 •4 JILI _' . 4:R z 1231 > ' 10 4'_ 9,;846 f 1$_ ,J� Mh: 89.44 Shifts: 1.1 Mh/Un: 0.7272 Un/Sh: 110.0179 35.98 161.35 4.50 30.23 232.077 7r�, ,Ii.Tv_M - xx M32.14 58.78 40.12 131.05 q.Mh: 23.40 Shifts: Mh/Un: 0.6000 Un/Sh:0.311&50t 1gry� Mh: 50.00 Shifts: 1.0 Mh/Un: 0.4065 Un/Sh: 123.0000 20.59 13.40 9.38 43.37 47. „ . `�3 L � � !;x,188; Mh: 199.28 Shifts: 2.5 Mh/Un: 0.7273 Un/Sh: 110.0402 35.99 247.19 4.50 30.24 317.91 1 Mh: 99.00 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 18.52 40.12 90.78 Mh: 54,�.80{}''�:s � Shifts: 1.1 Mh/Un: 0.2000��U99n��/Sh:�y250.0000 10.13 13.53 4.62 28.28 Mh: 1,271.25 Shifts: 14.1 Mh/Un: 3.7500 Un/Sh: 24.0000 188.02 746.13 10.08 226.83 1,171.06 • ` k=., 1F ▪ ?172`:015' - ._.'I0. :. .. E ., : Page 1278 of 1884 5 Ric-Man Construction Florida,Inc. 04/2ibit A 11:16 04062021 West Ave 091 North-60%Drainage 2021 Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total Mh: 163.20 Shifts: Mh/Un: 0.6000 Un/Sh: 32.14 17,86 40.12 90.12 Mh: 33.90 Shifts: 0.7 Mh/Un: 0.1000 Un/Sh: 500.0000 5.07 98.45 2.31 105.82 g;w 1 Ft :. ItiKOKTI S.1 r44 Z =: .. 5 :;it# t7,743 ;..:f x :.:1## -;31471A, Mh: 360.00 Shifts::: 4.0 Mh/Un: 180.0000 Un/Sh: 0.5000 8,898.19 21,527.91 9,931.58 40,357.68 Mb: 300.00 Shifts: 3.0 Mh/Un: ae .100.0000 Un/Sh: 1.0000 5,002.55 5,539.34 4,239.71 14,781.60 .` ... ..i .' tow{*. oin l ' +� %� ;k. , .3. ..' . t +.` . . . '. 11W:a$?: . ..'.. Mh: 40.00 Shifts: 0.5 Mh/Un: 40.0000 Un/Sh: 2.0000 1,979.49 2,407.45 1,662.90 6,049.84 :�.., �E ...+,. fia#a,7Vwklyd�tFf��RT�W1lL+ F .?z��' ,� ?� �3T�' ...••,•. , .. 7.R�.l `f�.._ � : :. Mh: 100.00 Shifts: 1.0 Mh/Un: 100.0000 Un/Sh: 1.0000 5,002.54 6,745.23 4,239.71 15,987.48 9AL. A Mh: 70.00 Shifts: 1.0 Mh/Un: 23.3333 Un/Sh: 3.0000 1,157.43 1,070.00 917µ.885y 3,145.281 Mh: 168.80 Shifts: 2.1 Mh/Un: 168.8000 Un/Sh: 0.4739 8,353.39 I9,154.04 7,017.42 34,524.85 **********Biditem/Category 400 ********** 154,579 477,299 16,235 161,481 809,595 Mh: 3,075.02 Mh/Un: 3,075.0200 154,579.35 477,299.18 16,235.40 161,481.46 809,595.39 Mh: 15,266.81 ***REPORT TOTALS*** 749,027 1,675,342 119,957 611,491 684,506 3,840,324 N =Activity not adjusted to bid quantity Page 1279 of 1884 6 Exhibit A J WeA.M.loth•On -a 1r i Ur Cr sae.. no. .a .m r.... 4•P,n 006.6 U..Saul m F... Pee.ra. �� 0 6 t 001609 60 6 60 0 t wnID$ 6300021 t .4601. f WOW Ie.. nm Wee.KJ 00 { 01Wm { 6 .6000 $ 60{OM f .Aum 51140 03 .IIID u f 0 n{011${ I.7'. eau. luates 00▪.1100 I LI 51/10 : 13500 1,11000. "um 331403 ..+mr.yvo.„ I u Grum 0l 116 431310 ..600 113600 0.140 .▪5.4 11.016.00 01 1403 lap. 64.. no n 1,730 • 0341 03 l n. ...1a...0100.54 miu II 136.0 11.60 ,00,002 0.1210 3 1 160 0 Mee 600 t 111 1/10100 a.. 6.000 ▪ ur 0150 LI 111003 11. .000 6010 IYut an 0.002 IL.a MCP. 1300 0, w..),,,... 131.0 .W r 1 0 R{nm t ..nm anm .0.010116.11'W 5411 0 161310 11.1760 40• 1610.00 up',451.6 mfZw 14660 PI .60. 151.0007 3.63410001. 6,63000 I 116 01 6311101 6,11.10 0y 116 . Imm 1111201 1.1.06 V) 6 11.76 70 1 064 131530 IMO) 031140 1..0 13006114,...us. `r`e� { .rot 64 IA 1110100 6436300 10.16620 MI6. 000 116 0 1132.1.11 10.22150 1016300 yy. 141. as 42,1003 000.0...+ 0 . 10.0 Pro/03 _.sl Y$Y 0.u.m 13.0 10.400 ▪ w....... ® 60000 f 3.30150 03.61 t Pk 11 1 1.6600 • 10,1102 1313660n 111 tel. .13.00 1252020 1313.0 1 IMPS u 13.00 00100 rq+,30.4.6 W 0360 u !63600 . 311601 1.31520 434003 43021 5rom 11404.0116.n 000 6 uat 5609 6000_ 61.6160) 61160 .1▪306101.0 IA sunup „fie, 100 CO 600.1.-.. Iisvm R 3.6030 :nm 71.11.60 Je•IT DmNv 30.1 StO 0 01300(0 40460 IS 6 4.1. 0160 1.46101 12001050 0,100 it,repay. a 12•10102 mf Y. 607. n f 6 teat.30. 2.110200 63}6 } 0 0 6310 110m .mm 6 i.00000 613003 C002/ / 04.0).6.4.11 ',00510 d{12 21 sallao Or. Ca. 5312 IP R0000 1604 Y6 .r Ea 160 Ca 3342400 11.03 .cu Mee.. ..00300 • soma • 13030310 176.00 IMO lO 1022220 1121 1 61.61 101100 .MCP IMO. IA.. 6.0. V rr{a. 01101 6.14.0 44400 1.4•00 1100 43.00 66400 11.103 010 CO �• 1 1 u{� 0 106111 1 L4 7,0000 m, 00:010 7.06 Mt 0 20 52020, 0,0.}630.11. 1 1 alumum 1 1 6.111 16000 {Rtm 311600 61660 a.. wl`b4v 11$44.64 4139.0 11 mom 0▪.0.6.040 VI n .bum • 100.0• 4030 Mum a,•5 0.022 UM CT • 10 6 6111 1107103 16.130 140150 00110 116621 top y 111 11.1 m 1140 000 LIS 116. 1M0m . 11,0110. 13003 6.1 Sanaa 43.13 01 403.0 56060 16 1 066 .11 us. 152102 auseUr • 600 .00o eve 210 5 22 .,r...,.a/6. t Y YID 165000 31100 mf 6,4002 .1600 olm0. . R11{m +.+0.+..+1 ..016..,0 a.. r LS 100.00 ram ea upup .1000 1 IS MOM 0 430 . 700. 21001 m .1000 . 1,0303 214220 • 1.1000 1 u 70310 11 f 116 0.3002 3660 I.00 le.. Gu m16u6.au.ha .30m-111 m 111,t6103 o.a ` tt IHR m 1.14117 636.0 4/211.10 c.n..n.. W a { 600100 6 Pe.S • 601101 30110 rts...rr..• 6416310 46.34110 • 11 612 0 } • Mt 6 61.1.1 .1100 1111110 16600 131060 007. lomeuns. 1 SA cc an. >b MI6 le 1106 1 Wi 36.00UMW 13000 10012•00e0 it tt 1 .....6+.r+.6 m) • 507. 514060 from \14060 p3 014106.0 I 1 6100.00 o R0p • .6.01. 3 15 0114.00 00 104 601.10..) 33.60 nrauas 76.1101 . 6wer.wn m F le Of 6/PI PI 161000 101.00 1../1..0 .011 00601 I. no. supuu $14010 60 4 {11 1103 X600 up 000 7.003 101. 0,0 00 111®m 1 600. 7012 02 75,202 1.0.0 1060 6 ar t or 125101.221“0•00 CA 0 46. 163 li 60) Y 1.61.101 1,11011 1.710 515720 IA 601.0103 100 6 a. 112.10513 1.00 al 161.31 ,. 113 0100Y ▪ 1,06'.,0 0600 Ls. 1.0160 33.0 1.0.0 0.441 111 663000 }6300 Ponul/004.0. IP 1.070. 0 1 40 1.003 17003 saISSO 40605 vem u1.0 DO 13.31 n.,Yu.Mw .6 .. ,.p. 100000 rnf Y 0 303, 10516 03.0....+. 1..100 62.10 1 f 00.03 .41100 700 5 tia4 44.1•0 1 re1 1 063 wm > 1720010 t 663.,00000 ®mS au f 1.111010{ 110000 016000 { 1.00 s441.6001.1)..Y MO n 6 6 RUVO tm{116{ 306.0$ 1.060 { 1+.6300 { 1,.630 wy 1 u y { 0,50 ua{.+w t 11111300{ Halm 1 006900 t Rpm 63611000 143.16300 111631 1443000..,1250.12120 t 11.1006 .1.101. 161.0.54.4.40 ly 1137031 ...ma $ 140.63.1 Page 1280 of 1884 Ric-Man Construction Florida,Inc. 2H2g1'I bit A11:03 0414202IN West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *'p*^* Takeoff: 1.00 LS Bid: 1.00 LS -t 10 General Conditions **�♦ 1* Mh: �.�t Shifts: Mh/Un: Un/Sh: 196,580.00 196,580.00..,5g .-, '; .::v' 1:( I9- 50 la }ry .....: s w .; --R,L'_ RRAZi. Mh: 600.00 Shifts: Mh/Un: 600.0000 Un/Sh: 208,275.10 229,650.00 72,000.00 509,925.10 **********Biditem/Category 10 ********** 208,275 426,230 72,000 706,505 Mh: 600.00 Mh/Un: 600.0000 208,275.10 426,230.00 72,000.00 706,505.10 *** 31 Template Takeoff: 1.00 LS Bid: 1.00 LS Mh: 140.00� Shifts: 2.0 Mh/Un: 0.8235 Un/Sh: 85.0000 39.23 rt 53.59 4.91 97.73 t- c VA Mh: 151.67 Shifts: 2.2 Mh/Un: 1.3189 gUn/Sh: 53.0933 62.83 139.84 85.83 288.51 Mh: 840.00 Shifts: 12.0 Mh/Un: 7.0000 Un/Sb: 10.0000 333.49 64.91 455.50 853.91 „•._ ii :-LTi .--.-..` .. .r 't _ �. /_ .,¢i . ' .t .. or1. Y g a�[ -51}1D . Mh: 140.00 Shifts: 2.0 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 1,286.57 1,821.99 4,442.54 Mh: 35.00 Shifts: 0.5 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 455.50 789.00 #rmm° Spl . �. .,F�-*_ r'.: _g1' v... -r f.-c,.-;__ -r`3.,,fi.., z$,#rs>�..- F Mh: Shifts: Mh/Un: �q� [Un/Sh: 1,950.00 1,950.00 Mh: Shifts: Mh/Un: Un/Sh: 714.76 714.76 n -; �y, • trarcrr=x :-tet 'G5'.: ;. . +�.,i. �.�s a" ag.f. '.:';. f� .+. .'.137iY(Siii•>a �_ �-5: "._:: L- - �...��,...,..�-._ ," _ , .. ._...::..�z}.+..•'. :i`P-ca:`.... Mh: 70.00 Shifts: 1.0 Mh/Un: 14.0000 Un/Sh: 5.0000 666.99 1,344.35 911.00 2,922.34 **********Biditem/Category 31 ********** 65,588 16,082 30,694 93,157 835 206,355 Mh: 1,376.67 Mh/Un: 1,376.6700 65,587.54 16,082.10 30,694.19 93,156.62 835.00 206,355.45 *** 32 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS .ZEK�._ y� e- .TM �/4n.&� Ls��..'4.-} :. k. •`L ai ..Z` 6 � it•#I� "� fv:.= S �, t� X _ ..fig};i rlV�..._.-�. '-u.^!'"� i ._+:.� - vt'4'�Y� Mh: 3,600.00 Shifts: 40 0 Mh/Un: 30 0000 Un/Sh 3 0000 1,336.33 3 459 67 4,796 00 Mh: Shifts: Mh/Un: Un/Sh: 155.46 155.46 50 00 324 - K': , -"1 -. - -✓ RAOM .i_ .>i. . ;'xAPS . : f. ,tosti.3{ t Mh: Shifts: Mh/Un: Un/Sh: 0.48 0.30 0.78 tC Mh: Shifts: Un/Sh: 11.27 11.27 ~ Mh/Un: M ; �g f.'f._ dr. Ff i r Ti'•-NWIS,`b' F.:._,�. ..,. r l '14 - tom. t. . ? ..�. ..+..,�, Y. '_:-'. , _.�:,_. Ste„_ �`ik= 5v �"• �._ - � � m Mh: Shifts: Mh/Un: Un/Sh: 14.30 14.30 **********Biditem/Category 32 ********** 160,359 179,919 8,454 425,881 39,454 814,068 Mh: 3,600.00 Mh/Un: 3,600.0000 160,359.42 179,919.39 8,453.54 425,881.40 39,453.75 814,067.50 *** 33 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS : .sem, _ .._..._ f'.•.-. _ ...._ ..: Mh: 400.00 Shifts: 5.0 Mh/Un: 0.5405 Un/Sh: 148.0000 f2�� _.::..",l .$r -_:Y.- s-zd.! Yom. 23.88 30.78 54.66 il.We�_.: ._.. , . ..ter t V{"�.i7. ).�. � _.-,..�..n� -:.= ' :: .622S _ ..�.i. Mh: 173.34 Shifts: 2.2 Mh/Un: 1.5758 Un/Sh: 50.7849 69.63 89.73 159.36 +r !. ,:r ' .r;` g' - ;.lh' '_ :.-". 't .t..:"_4: �-.:.^ ff',. _. .. '{, a.M .'fin. Mh: 120.00 Shifts: 1.5 Mh/Un: 24.0000 Un/Sh: 3.3333 1,060.44 1,366.50 2,426.94 PAW-AW-T1 Mh: 520.00 1 Shifts: 6.5 Mh/Un: 2.0800 Un/Sh: 38.4615 91.90 134.02 118.43 ] 344.35 ONLW Mh: Shifts: Mh/Un: Un/Sh: J 0.54 p 0.30 0.84 4 Mh: 200.00 Shifts:� 2.5 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.40 y�y��)�� 2,277.49 4,044.90 4 _C.x W .t..4"i' _'y+- )_:_ - • xf 1 - +-• s._eii?ir144- li3 L- "� Y� S. i--1W ._.?�'"M� -.,-_ 01 Mh: 198.33 Shifts: 2.8 Mh/Un: 3.9666 Un/Sh: 17.6491 188.98 134.02 258.09 581.08 4:• .. :1- " ' -- - .ter- - , .i` - ` -=- c_1' 41.3 €..�,,`, : x " 4/irgA.'- .,..-i.:�*kaF ..,:~3.cii".•.., z. Eg Mh: Shifts: Mh/Un: Un/Sh: 1,916.49 1,916.49 x. 1 '�4 - ti•::. s €�.�-. �.,....� ,.'.:,. .-��. C - :`a".'X:.:r..: _... , ..� .., ..' ...•,•L.: : ..� , ..meg_,. Mh: Shifts: Mb/Un: Un/Sh: 643.28 643.28 ilf ✓ 1 Ric-Man Construction Florida,Inc. 04/2 h20�11'i b it A11,03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total 33.10 Poly Tube Injection/Seal 5.00 EA F6319A 50 10.00 8,935 8,935 Mh: Shifts: Mh/Un: Un/Sh: 1,786.90 1,786.90 **********Biditem/Category 33 ********** 71,897 72,593 9,582 96,594 13,151 263,818 Mh: 1,611.67 Mh/Un: 1,611.6700 71,897.42 72,592.82 9,582.46 96,593.58 13,151.25 263,817.53 *** 51 Template Takeoff: 1.00 LS Bid: 1.00 LS p '=: I CROCL , r iNl'CY -..; :. ,.1. �`_x___t.'... t ..'. {, :. i k, .--3Fi ,_ _t' ,-s`!':. IMh: 140.00 Shifts: 2.0 Mh/Un: 0.8235 Un/Sh:Ye85.0000 39.23 53.59 4.91 97.73 � a *.;i =,>-`•" . -.. `i illfkfi`R _ _ $Ot ,_ r.:.':-::.' =. -" ni..:..1- Vis-- Mh: 151.67 Shifts: 2.2 Mb/Un: 1.3189 Un/Sh: 53.0933 62.83 139.84 85.83 288.51 r¢ t ,t 3; - Mh: 840.00 Shifts: 12.0 Mh/Un: 7.0000 Un/Sh: 10.0000 333.49 f 's}. X64.91 455.50 853.91 : .•,k ,f,_ Yse.,l � .?. _: §`'�-.-,M"•-.{'-�.. . _ .',r R3:=Th ':r.\% t ,, : .-it+r F.:. .'� "l Mh: 140.00 Shifts: 2.0 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 1,286.57 1,821.99 4,442.54 1 - ._'- ` : 5 - . _ 'W -WP& - _ W .. fig,_,. ,ru4;:fly - Mh: 35.00 Shifts: 0.5 Mb/Un: 7.0000 Un/Sh: 10.0000 333.50 455.50 789.00 g.P 2,.VIAL1.0.6f'Y #.•�f eiYViFiiy4� ...__ _ Vh . (..t_ �. .i •/ i -%`_- . i A. -. , f.# n' . � -: .� . . -•. _ Mh: Shifts: Mh/Un: Un/Sh: 1,950.00 1,950.00 ._ „� , n �'-_� Yx._"..::r��.�.�..'��._.va..,:i4i.'v✓ '�vr`6'4. C..'.i « __ 'cr. y .;-.s.`.3.T{'ri .gf Y.Al_...}.v._-_ .. F! ,,..eV....a'�YK.,.�-'_ . Mb: Shifts: Mh/Un: Un/Sh: Hit!¢ 714.76 # c 714.76 A - '.-a _._ -._.. � •Iu$MO ' £.-.V 5.. R4 ix...r].:. J : s.1 .?'4! - ..-b.. ';`; ..1j7 Mh: 70.00 Shifts: 1.0 Mh/Un: 14.0000 Un/Sb: 5.0000 666.99 1,344.35 911.00 2,922.34 **********Biditem/Category 51 ********** 65,588 16,082 30,694 93,157 835 206,355 Mh: 1,376.67 Mh/Un: 1,376.6700 65,587.54 16,082.10 30,694.19 93,156.62 835.00 206,355.45 *** , 52 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS i;' -T r_-- .. _ `II2 0G APILi:.-.r€ s ':'P .._j--. _yr :', j ''r 8 ice., .,... Mh: 4,760.00 Shifts: 52.9 Mh/Un: 39.6667 Un/Sh: 2.2689 1,766.92 4,574.46 6,341.38 t .`_ '.��'if_it : .1i`-_�._c.. y.'l, -__ -O147Pv-i ,."s - y ;axcxr 'Ktl?att ' 'r ,��}} Mh: Shifts: Mh/Un: Un/Sb: 167.56 167.56F Mh: Shifts: Mh/Un: Un/Sb: 0.54 0.30 ~ 0.84 ) Mh: Shifts: Mh/Un: Un/Sb: 12.53 12.53 -p5:, - 'r ;.,. 0.0 :. 5O ;__ • ' : -. = *- tis . . T= --I Mh: Shifts: Mh/Un: Un/Sh. **********Biditem/Category 52 ********** 212,031 211,731 9,394 559,656 42,610 1,035,422 Mh: 4,760.00 Mh/Un: 4,760.0000212,030.85 211,731.01 9,393.75 559,656.35 42,610.05 1,035,422.01 *** 53 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS -. af y J.+� t- S J fa_ .?1 t 4 ' - axs{: Mh: 372.00 Shifts: 4.7 Mh/Un: 0.4593 Un/Sh: 174.1935 20.29 26.15 46.44 .._ . -F• YR'atF4'•fiR,C. -r>j, .. - _ ;�;' d _ �'r ice-Z W 'eY ` , `. 'V1 i"y S4't _ [7 : �� .�:=.,�e,, ,.... -=.w�. _:'::,..- P{�"+4_*rr`Ir+..-,:-�J;.. T'� �..=_ „'i,:£ .. -:.�� e .r� -7?..: .° _.,•* h•. J,..... -. .- .��{'Mh: 370.31 Shifts: 4.6 Mh/Un: 1.5758 Un/Sb: 50.7779 69.63 89.72 159.35 .:.. � __ 4'.' 9AA : 'riSk.. cr-...- _..' -.. _ ..7_,...:t - ..-:'i "n♦ Mh: 146.66 Shifts: 1.8 Mh/Un: 29.3320 Un/Sh: 2.7278 1,296.01 1,669.86 2,965.86 Mh: 253.34 Shifts: 3.2 Mh/Un: 1.5834 Un/Sh: 50.5370 69.96 155.46 90.16 315.58 0{4_ J' . t - -_ . - a _ as_if i` - K ___mss.z,:l' t _ -Yfr v fCr-8 :: Mn: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 gFalf4 ,"�0Y. - 7 t y t i{ - s• 1- :t� �yT, a, �i'fS�._r �!�" _�!�u7.rw� �[^`- .. :_. e_7� -__ - ..'_4.i'� �rr_�..r .,.,-_,.E .' .. .... Mh: 173.34 Shifts: 2.2 Mh/Un: 34.6680 Un/Sh: 2.3084 1,531.84 1,974.13 3,505.97 77�� F Mh: 116.67 Shifts: 1.7 Mh/Un: 3.3334 Un/Sh:� 21.0084 158.81 134.02 216.95 509.78 R$30I.i : -��'i:w C 7 _:-r_ g-1. z`_ ,' 4V' � ifg,ac::, -.t f.'-i-ia ,- '.: { 4: _ E_ __ACy:t...x• � . t-. Mh: Shifts: Mh/Un: Un/Sh: 1,916.49 1,916.49 Mh: Shifts: � . Mh/UnUn/Sh: 643.28 643.28 - � . glyl Sca[L i� �w :3yA •5p _ _ _ _ t _ : : g - Mh: Shifts: Mh/Un: Un/Sb: 1,670.00 1,670.00 Page 1282 of 1884 2 Ric-Man Construction Florida,Inc. 04/2g0`11'ibit A11:03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total **********Biditem/Category 53 ********** 63,691 44,574 9,582 85,721 16,767 220,335 Mh: 1,432.32 Mh/Un: 1,432.3200 63,690.69 44,574.22 9,582.46 85,720.84 16,766.80 220,335.01 *** 54 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS ", 5001011"..... . . '; �" .._... 9A 50:::::....4044 :.. ._ ,4$54. :. 4 Mh: 100.00 Shifts: 2.0 Mh/Unc�/gp j20.0000 Un/Sh:` ��{ 2.5000 972.81 10,700.00 1,169.99� � 12,842.80 j .ter '.3_..'..;,51:0^.i?�b..--. ?'.J0' F .,:.P_'!^r .._k. . Mh: 600.00 Shifts: 10.0 Mh/Un: 120.0000 Un/Sh: 0.5000 5,599.23 138,799.33 5,849.94 150,248.50 elrl n ' _! 04 3. =_ 5 = .133= _ , ._. .; Mh: 146.66 Shifts: 2.9 Mh/Un: 0.2667 Un/Sh: 187.5213 12.97 32.31 15.60 60.88 Mh: 45.00 Shifts: 0.9 Mh/Unryp� } X':� 9.0000 Un/Sh: 5.5556 437.76.Q- ,�6,365.55 526.497,329.81� 8 Mh: 300.00 Shifts: 6.0 Mh/Un: 3.0000 Un/Sh: 16.6667 145.92 463.31 175.50 784.73 5: f; + -' -' k 12.0 ..T-s.,;.' .. .:$ .' . A 5f ',is s ..-lam __... r.- _ --'S a, ` Mh: 40.00 Shifts: 0.8 1 ., Mh/Un:�p 8.0000 Un/Sh: 6.2500 389.12 2,227.95 468.00 3,085.07 `} . :...v.. .. -: -'Fi-...____. -. .E 5v0m!#!' r-_ '.` sx tea' '.d{,V6 - ..y :5 ..?...:r: ` ''.3". . -. lionyht Mh: 25.00 Shifts: 0.5 Mh/Un: 0.0500 Un/Sh: 1,000.0000 2.43 18.19 2.92 750.00 773.55 'r ( +SFS - -... .__r,,: _ L . Mb: 25.00 Shifts: 0.5 Mh/Un: 5.0000 Un/Sh: 10.0000 243.21 292.50 535.70 Mh: 25.00 Shifts: 0.5 Mh/Un: 5.0000 Un/Sh: 10.0000 0 243.21 292.50 535.70 ,lt' : gi 5n0l--; 9A� -ill,�gy{{ /• p5:- ,I'"f-. f , .A "' i l. k' Mh: 40.00 Shifts: 0.8 Mh/Un: 8.0000 Un/Sh: 6.2500 389.12 468.00 857.12 MITNOSI+ i- S ti a i+L z t - x s IIs`' j Mh: 250.00 Shifts: 5.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,432.02 9,630.00 2,924.97 14,986.99 t i Mh: 60.00 Shifts: 1.2 Mh/Un: 12.0000 Un/Sh: 4.1667 583.69 11,235.00 701.99 12,520.68 Y �0 `s x' - af�F'I' 0 >. a �� . R ,;. I; __r n, _. , -_ '� �' K 114: Mh: 30.00 Shifts: 0.6 Mh/Un: .,r:.. _ .J .... .. 6.0000 Un/Sh: 8.3333 291.84 351.00 8,000.00 8,642.84 P __y ?if,W14:-MZ _ iOO .} .1 &, r f", rz % , u Mh: Shifts: Mh/Un: Un/Sh: 7,500.00 7,500.00 l .: •`ww Mh: 225.00 Shifts: 4.5 Mh/Un: 45.0000 Un/Sh: 1.1111 2,188.82 5,350.00 K 2,632.47 10,171.30 Mh: 50.00 Shifts: 1.0 Mh/Un: 10.0000 Un/Sh: 5.0000 486.40 321.00 584.99 1,392.40 . r'} .- is „ - -"r 1q00` ••4 �_, -. . . -_ �; '''ii- t Mh: 100.00 Shifts: 2.0 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 2,140.00 1,I69.99 4,282.80 Mh: Shifts: Mh/Un: Un/Sh: 201,250.00 201,250.00 **********Biditem/Category 54 ********** 99,092 1,007,040 114,755 251,250 1,472,137 Mh: 2,061.66 Mh/Un: 2,061.6600 99,091.89 1,007.040.16 114,755.39 251,250.00 1,472,137.44 *** 55 Electrical/l&C Takeoff: 1.00 LS Bid: 1.00 LS 4 .• is_ f .y_.. .00 t ) 150 10 , x, r.: : . ..•�=:,1'i-.. , Mh: Shifts: Mh/Un: Un/Sh: 34,000.00 34,000.00 y : ,xOSMOWm4- t 9k A 33 - ; - . .,.» f _a_ gam;: Mh: 2,227.50 Shifts: 37.1 Mb/Un: 1.3500 Un/Sh: 44.4444 62.99 15.95 65.81 144.76 **********Biditem/Category 55 ********** 103,936 26,322 108,590 170,000 408,847 Mh: 2,227.50 Mh/Un: 2,227.5000 103,935.71 26,322.00 108,589.52 170,000.00 408,847.23 *** 71 Template Takeoff: 1.00 LS Bid: 1.00 LS 744;:. :rt ; H:: .1 UO _- 0 [il `x „4, _ .,..i.1.5:::,',;.',.;. .' . 1 ,er _ Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8571 Un/Sh: 81.6667 40.84 55.78 96.61 {f_ �:_.¢i"sl -_S I9k.,50• :; 4. .gpA _ .- _._'. ' Mh: 98.00 Shifts: 1.4 Mh/Un: 1.2564 Un/Sh: . . . 55.7143 59.86 171.47 .'. 81.76 313.09 1.. ahary. ' 4 i '50 -; 4. _ .111._ . .�,.Y ._ a W , r . Mh 448.00 Shifts: 6.4 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 64.20 455.50 853.19 Lg' - KM:. l ' ,- l_fF-r'x O,lfi __ 1 Wi � ° .P20 . ..I .. -,ia- }i Mh: 56.00 Shifts: 0.8 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 2,675.00 1,822.00 5,830.97 2,001 03n Mh: 42.00 Shifts: 0.6 Mh/Un: 21.0000 Un/Sh: 3.3333 1,000.48 535.00 1,366.50 2,901.98 F.::73,-r ? :' ... .....Nt:4" --'._.. s.r=_.:... ,: ...'"':,541F'4'''' _..._ .°.+.x: +. ..r4+`z +_'' ,. ± ten_ ..., 3 Ric-Man Construction Florida,Inc. 04121f4 ib it A 11:03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC firs/Shift Labor Material MatUExp Ment Contract Total 71.06 Survey 2.00 EA F6319A 50 10.00 7,800 7,800 Mh: Shifts: Mh/Un �y pryp��}�� p�Ui�n//S3,900.00 3,900.00 S hh: Mh: Shifts: Mh/Un: Un/Sh: 1,166.30 1,166.30 1t = ,.... fit? . :" I .. .. . ::: ::-.V:611:', , Mh: 21.00 Shifts: 0.3 Mh/Un: 10.5000 Un/Sh: 6.6667 500.25 400.00 683.25 1,583.50 **********Biditem/Category 71 ********** 35,684 14,445 18,059 51,071 119,259 Mh: 749.00 Mh/Un: 749.0000 35,683.93 14,445.00 18,058.80 51,070.89 119,258.62 *** 72 Drill and Place Grout Takeoff: 1.00 LS Bid: 1.00 LS K, r�{�` . �3;:.l',F,�� 4..,.'�..L>�'}''�.'JrA K=3��F+'?�:, .-„ -��-_- �. KAIW']'ii:Aaft ..f: ':r..,' '' �-. .g.i: ::i.... .*�__.,F Mh: 1,917.00 Shifts: 21.3 Mh/Un: 29.9531 Un/Sh: 3.0047 1,334.24 3,454.26 4,788.50 MPAR , Mh: Shifts: Mh/Un: Un/Sh: 155.15 155.15 rR�.,s S_...- ��yq��3. Y - tr '.__:_..,-�'t'w�4� '-_ � -- ... �... �.- .. .... �....;:Rx._:. .!-t�5 viG So- .3.� _t_-, .. .a .... Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.51 1.05 �e.�'i(s P~.•, �• Ni,OiW `+i ?-s :l.4f -'..:7i.t ', w? .....- .... r. t y...__P_Z...F , : "pit',-:". !'9. Mh: Shifts: Mh/Un: Un/Sh: 16.87 16.87 ;.�,:, ,fig,; ft ;.c; ..4iitgu Mh: Shifts: Mh/Un: Un/Sh: 12.54 12.54 **********Biditem/Category 72 ********** 85,391 131,669 5,062 225,888 69,127 517,137 Mh: 1,917.00 Mh/Un: 1,917.0000 85,391.36 131,668,85 5,062.00 225,887.70 69,126.75 517,136.66 *** 73 Mass Excavation and Tremie Takeoff 1.00 LS Bid: 1.00 LS inkinT t .'.rs �,,. :.._ _�S4t R'2 �..- .. �--'� .:_£ -._�ti� . � ;� r. ..;.._:i f .).>, _ _,...,':J;. _:�, � r- ��,�.. .�: Mh: 368.00 Shifts: 4.6 Mh/Un: 0.6595 Un/Sh: 121.3043 29.14 37.55 66.69 Mh: 296.00 Shifts: 3.7 Mh/Un: 1.5914 Un/Sh: 50.2703 70.32 90.61 160.93 Mh: 128.00 Shifts: 1.6 Mh/Un: 64.0000 Un/Sh: 1.2500 2,8227.884# .3,643.99 6,471.82 2takkigrg'ii;;t5,--a.1,::4,10***MilitMOCA7432Wit. „7.2r Mh: 200.00 Shifts: 2.5 Mh/Un: 1.3793 Un/Sh: 58.0000 60.94 107.00 78.53 246.48 Mh: Shifts: Mli/Un: Un/Sh: 0.54 0.50 1.04 Mh: 80.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.41 2,277.49 4,044.90 Mh: 56.00 Shifts: 0.8,4 Mh/Un:�W 2.3333 Un/Sh: 30.0000 111.16 133.75 151.83 396.75 1 f. •d.2r.9V _ Mh: Shifts: Mh/Un: Un/Sh: i 5,273.50 5,273.50r Mh: Shifts: Mh/Un: Un/Sh: 1,070.00 1,070.00 t Mh: Shifts: Mh/Un: Un/Sh: 2,675.00 2,675.00 **********Biditem/Category 73 ********** 50,034 34,936 10,547 66,821 10,150 172,488 Mh: 1,128.00 Mh/Un: 1,128.0000 50,034.30 34,935.50 10,547.00 66,820.75 10,150.00 172,487.55 *** 91 Template Takeoff: 1.00 LS Bid: 1.00 LS i F .'�. :.: .: 1tstR 1-:4400.7i-•.J. ..t ': Y cn.,, r.',; L.. i�i�'.-e'erft -i.,,. ' Mh: 105.42 Shifts: 1.5 Mh/Un: 0.8571 Un/Sh: 81.6733 40.83 55.77 96.60 Mb: 123.13 Shifts: 1.8 Mh/Un: 1.2564 Un/Sh: 55.7452 59.86 171.96 81.76 313.58 es,._ .._.-,_� ��'. �: '-'•1 ;� ', _ Mh: 448.00 Shifts:Shifts: 6.4 Mh/Un: 7.0000 Un/Sh: 10.0000 333.50 80.25 455.50 869.24 Mh: 56.00 Shifts: 0.8 Mh/Un: 28.0000 Un/Sh: 2.5000 1,333.98 2,675.00 1,822.00 5,830.97 Mh: 42.00 Shifts: 0.6 Mls/Un: 21.0000 Un/Sh: 3.3333 1,000.48 535.00 1,366.50 2,901.98 Z 33 - _ Mh: Shifts: Mh/Un: Un/Sb: 3,900.00 3,900.00 Page 1284 of 1884 4 Ric-Man Construction Florida,Inc. 0412NO ibit A11:03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total Mh: Shifts: Mh/Un: Un/Sh: 1,872.50 1,872.50 9:f401C :.;.5:•...•:.:;111494q****4)414C1 i.i.._Zil.-3ttPV.7-:7";':•:',1701.94...$0:40;OW::: .• ..0960'.':-: ' ' '.. :..''!;141 ','''''Ztii3.W.::-.: *:::':;•-,-.=,','4'';',.f6Aft,6.2r. Mh: 21.00 Shifts: 0.3 kh/Un: 10.5000 Un/Sh: 6.6667 500.25 400.00 683.25 1,583.50 **********Biditem/Category 91 ********** 37,902 17,923 19,086 55,512 130,423 Mh: 795.55 Mh/Un: 795.5500 37,901.69 17,922.50 19,086.00 55,512.35 130,422.54 *** 92 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS 1.5944',5.:.;: :,S.-2.41411411040#W*a.r.git14:41*1.?C*;tfEJVAIXiAki 80,00 p.387 '.7 . . 0,gfaing Mh: 1,872.00 Shifts: 20.8 Mh/Un: 29.2500 UniSh: 3.0769 1,302.92 3,373.18 4,676.10 g.0_..k.C%ta.-Si5gleAlitif.4PARM7.-4=[- .4161198414.4.1(t. ;‘t'::-:;1::'..: -t'.:i--:7V1 ii.;-:,''..:,:!i7...'. :a-T':-_;44n5";:g.. Y:tif40),Z Mh: Shifts: Mh/Un: Un/Sh: 155.15 155.15 '17f,W 4k#ItarIRVP-4:,-V.:,C,VgINAIMPAY;t-V.INgrigM„:i!AO*91 :-.;::1;'.. . .;f: - ::: 110414,,,5,. ,,i",,..','',-,..1,:;..-,t1.-i• •k:q1R7711040.41§M Mh: Shifts: ' ' Mh/Un: Un/Sh: 0.53 0.51 1.05 '..*:WE.,ZW4talitilgIgftiOttfaIngeti474PATEifiWi -Ick2;.40-00-6:,,;-!:R,:::::'(::-::',.;„: :,-:; -,::' ,i?'::.:.,:,..5MtkA:.) ?:f 7.V;:i'2af:1?- T:ear;V!:0444 Mh: Shifts: Mh/Un: Un/Sh: 16.87 16.87 XV...C.-Nii. --.. 2ECF,FgaW_ 41M47474.24STIOAKIIKIA.W :ag .-''';':''-W;:;1'-7'-:::::ii- :,.?;-:=i1'.- ..;4*Citk2S-g$01,1%ORA Mh: Shifts: mh/Un: Un/Sh: 15.67 15.67 **********Biditem/Category 92 ********** 83,387 164,586 6,328 221,902 86,510 562,712 Mh: 1,872.00 Mh/Un: 1,872.0000 83,386.89 164,586.06 6,327.50 221,901.95 86,509.50 562,711.90 sr* 93 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS igW.AC3:W;AAar*NT;zl-tti5SiiEga, S-:1 -J7Afkf214.-OAM;171..VW.T.;W.1: :', .',. , . Tgigatifialt Mh: 460.33 Shifts: 5.8 Mh/Un: 0.6595 Un/Sh: 12 f.3069 ' 29.14 37.55 66.69 L.WAVVi.A.7.:ZgitiltailfMatifiNAVVE:,---AR*ItiklItg,1944AfttOWAAV : .t:t:- . t,PAU---,...,241tlt:Tig-tWTIITZA Mh: 369.20 Shifts: 4.6 Mh/Un: 1.5914 Un/Sh: 50.2709 . 70.32 90.61 160.92 4t!;fk-iEl06t.:Aiti#.0%N.tea7Tg.::igEhiP. .Z.4QZXAEOKIKIWA.W-fiWR.TPA:;:7Mif4t-:M6t•:W ;:..,:-,''., : lAZCigigE;g.a,'.r.gA(ka7 Mh: 104.00 Shifts: 1.3 ' Mh/Un: 52.0000 Un/Sh: 1.5385 2,297.62 2,960.74 5,258.36 f$WW!..fUegjItitn-gatZMMItigoll3WERT*21044;50 1*WAz4!,--444Vr: IVIC.,i,%: ::',,:i:gkEAACPWA:NO-t-ii4,44.4C Mh: 200.00 Shifts: 2.5 Mh/Un: 1.3793 Un/Sh: 58.0000 60.94 133.75 78.53 273.23 ignMtaliffiftgilfaiklallgfakcitW--.1WfltWrWle9OPIVg -SlaVW6:=i'fV7:: ;:TW.-:1 .-7741*-':::::F:11'05 Mh: Shifts: Mb/Un: Un/Sh: 0.54 0.50 1.04 Vilti:fR;;',:7Eralt*WiOnifFlk-iggittig.M.4.0-(c*WH1-L,...-.71M0111-'SQ MIC!'. !fl - Mh: 80.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sh: 2.0000 1,767.41 2,277.49 4,044.90 ::......1WRC- '. =,:isliTaitztAkaft0*-9}V:nYIN _.';'314-71-10CfPftsitaxfilWAv,APQ::::=;: :::14(441(-...-s.;.TAW- .;:.,':'::;:7::7.:'- '-:': .."..Wif!C; f:LY-i,'..A7,'''.- ,',i'i'-,t7,‘-144M Mh: 56.00 Shifts: 0.8 Mh/Un: 2.3333 Un/Sh: 30.0000 111.16 133.75 151.83 396.75 :5RgtiWzV; : tft*:Y,';k, ialtIPSVAfgjPthfki.,i44:.::l''1:gi:i6,k :',:',`4:',;.',. ,Fc::,,f,*Avj : ;'..- 'j;; .1-s-::;::--.:5g-*7.i..tg.::a:,tqa Mh: Shifts: Mh/Un: Un/Sh: 4,218.50 4,218.50 MAOF!g7M,: P. :4!:ti0'!.=*A.111 !i:.O.0!i,ik'gtRF.VIOSWi'WWTh31N:i51itilit;*X* ,-i.:-N`g.;!'i . 1;1;7.':'; 'Y•:]; '.;.':.-Afi.*i=gi8'4g4ikai.X140irfg.1.4.t-gi-Aftlig Mh: Shifts: Mh/Un: Un/Sh: 1,070.00 1,070.00 41:1WZZ7. -77',.--.. ---:---gtotiftlaINIAWAW-t-WIMAIi`ii0fisliWOC:114MI3a'a:U ::Mt .'-5j5*,:.4',:"]':1;;::: :1'W21:-4i-4-: ;-:-,:ZaMiikg:N1, MiN. Mh: Shifts: Mh/Un: Un/Sb: 2,675.00 2,675.00 **********Biditem/Category 93 ********** 56,288 41,529 8,437 74,879 12,688 193,820 Mh: 1,269.53 Mh/Un: 1,269.5300 56,287.74 41,529.38 8,437.00 74,878.54 12,687.50 193,820.16 *** 94 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS .A-01C:i43-34:2-4:7AWlaWtagitaMaiga?..41MWArTi.Z.V.WIPi3frAititi7g1WV- Vaogl..= =... '4.:.:-;‘'a"."..:;`:. ;, 4680-:::',. :40-f-f-0,114g Mh: 80.00 Shifts: 1.6 Mh/Un: 40.0000 Un/Sh: 1.2500 ' 1,945.62 26,750.00 2,339.98 31,035.60 N44 :•;A-4;ZZilArtIMIMINOW,!.. 4A-liz,14:2:XIYAW--LMTWOit1M;4041 '4,095xfoorjk ,':,:.:,-fr.z!,,::,:.' ;,;144014y,,::igtm_71,womo Mh: 720.00 Shifts: 12.0 Mh/Un: 360.0000 Un/Sh: 0.1667 16,797.70 349,633.20 17,549.82 383,980.72 3-5MEN:i7AVArtgt-e~tailiVxtr.,---ztiMPOOK,AW*-1804V. MCR737I717§ z-:;*.g:5:V102/0 Mh: 166.66 Shifts: 3.3 -Mh/Un: 0.3333 Un/Sh: 150.0150 16.21 77.98 19.50 113.69 Ctt-FA* R-1,.1IMitereititMi-C°iigERAN.-kaAtANWI24FORW5M-A41.t -&'!"-ATAW-at4904Vrtj-.V; .m1A-2r;11411zami4zi.,Vng* Mh: 200.00 Shifts: 4.0 Mh/Un: 33.3333 Un/Sh: 1.5000 1,621.35 13,268.00 1,949.98 16,839.33 9#W;:::-.' FSW:. +4. 0g01412.'firi. 40-_L-2 - 319MAPIN:-Ii?f,4?2,49,456t11g4:,! ..'.•- : .:,? ,-:W.,:ai-2W.;.:V-i-eal-fAifiNgi Mh: 400.00 Shifts: 8.0 Mh/Un: 16.6667 Un/Sh: 3.0000 810.67 4,633.10 974.99 6,418.76 Iggt4Vari'N1141titafltitgliv:ffiligigil. .,-J3-47Fa--iMMWSKAWATgienTARC:g;1204Xt4;'1.?i113Mi-M§:i;aiM-4WZgagat Mh: 150.00 Shifts: 3.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,432.02 4,280.00 2,924.97 9,636.99 ar,..wmtoRiawlggiorairfailLiiiWtrAMMWOMMMXICI -:VNIN:CIV : -.1::, :i4r:':MTATK'f1.11M99-2;`MfifW Mh: 125.00 Shifts: 2.5 Mh/Un: 0.1786 Un/Sh: 280.0000 8.69 322.98 10.45 750.00 1,092.11 ittiVai;Y71..F445%41tW70.414agici*raa*Mg-:11.--2- Al..4:1149 -gN.A*.isWat-f,:::: ::.?.;;; .:: :':S•341VIVi'.1g1-i:4ggi§1.1.A7-; Mh: (i.00 Shifts:N1.0 Mh/Un: 25.0000 Un/Sh: 2.0000 1,216.01 1,462.49 2,678.50 "F::,:i5'3:,".M: 1,.!,:':'A-1.112:.4cNfi 'MM--•. er' I.VMWIT437-Ki41-'1WWK,-MVZ,.!--, ':;;,=?:,17W,;;.:, ,'::'.::.0.::::.:''..!'..,•"':: ,.'-;,.-..',`:1 &.::P1,71';V.-1-1 ,:ti.:2.5; ,. .;!0? -W,•;,..' , ''-:'"---'' '''''''' - - '' .--.--.- gill-AV -'-- - ----'- '' '''"'"' "---- - ------#gde1286'OfIlitir- " '- --'''" 5 Ric-Man Construction Florida,Inc. 04/2hibit A11,03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Ment Contract Total 94.13 75"x 86"HS 20 Hatch&Fram 2.00 EA F6319A 50 10:00 1,459 1,755 3,214 Mh: 30.00 Shifts: 0.6 yy++yy��Mh/Un:� 15.0000 Un/Sh: 3.3333 729.611 877.50 1,607.11 ligaft -Af_W W.... r__t i..- 1...,�' R;F.+0.t,%400 '.e i W-.t hgK • +F37 L- . i.�.:.::' . . ',,. v T . ..:rte _- jgig...'t Mh: 120.00 Shifts: 2.4 Mh/Un: 60.0000 Un/Sh: 0.8333 2,918.43 3,509.96 6,428.39 `'1%}134*r :q-La;: '_..1-KAN, g:444$ ..ter '-s' y - -,; `::; Mh: 75.00 Shifts: 1.5 Mh/Un: 25.0000 Un/Sh: 2.0000 1,216.01 1,462.49 2,678.50 1= 4 ,�,`„'7"p4 - woiii _. -5-xk.ZO „ 5 ?SISfVaf_-'.�Z. ';1 3 ,) _. - 4 e Mh: 50.00 Shifts: ,{�1.0 Mh/Un: 25.0000 Un/Sh: 2.0000 1,216.01 } 1,462.49 2,678.50 CI ....? '' .'-.Td�+. _sem r....:,�' )1 A '._�. -+ . '-i 3•(`.'-�. .'4_.- { ;2 :.z� Mh: 600.00 Shifts: 12.0.py Mh/Un: 200.0000 Un/Sh: 0.2500 9,728.10 33,705.00 11,699.88 55,132.98 . �YS n.'Sri�,�z_',7<"f"t!'rtrew�w:.c M� r^�r' .,..._r..� ••._»,r,.-__-..._.�.. .;. w,...c'� . r:,_.-�..,l �_. ..;...ta_ ,.. ..LM .„-: >.:..� �_Yt=s+ ,. Mh: 45.00 Shifts: 0.9 Mh/Un: 22.5000 Un/Sh: 2.2222 1,094.41 19,260.00 1,316.24 21,670.65 e: 3- v i (Y/i �g f' 'a' � .4 it _ _ y,� Y�YIv .:_.• .-._.... a ...[c _ '3€gr3t _Y ., ��;.: -�tee:. .. _- -:FJ:.c. J.,�� i.' -tet:+- Nst Mh: 40.00 Shifts: 0.8 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 1,169.99 2,500.00 4,642.80 Mh:edf a v t Shifts: Mh/Un: Un/Sh: 7,500.00 7,500.00 fide 'Y yda a -' ".a .. --- �. .}a.k:'; . ; ..)W. :'': - l/M Mh: 75.00 Shifts: 1.5 Mh/Un: 37.5000 Un/Sh: 1.3333 1,824.02 8,025.00 2,193.73 12,042.75 ffrtigE , S..z `'��-1"Tj _-a .+€9.r t.�ESt W --�✓.-r �:�� 3 r 3r t =fi-. Mh: 30.00 Shifts: 0.6 Mh/Un: 15.0000{ Un/Sh: •3.3333 729.61 535.00 - - 877.50 }- 2,142.11 a nab.- 1 .; _ _ , KENIV:VAtta$ ::,W - _a _- Mh: 40.00 Shifts: 0.8 Mh/Un: 20.0000 Un/Sh: 2.5000 972.81 5,350.00 1,169.99 7,492.80 r,RWYap- ,_=-.1. :.i_'l .�. -�.I mow'P1 : R'tYv iRZM f E-. 1___$ .; a :R _ "tr Mh: 985.00 Shifts: 19.7 Mh/Un: 492.5000 Un/Sh: 0.1015 23,955.42 28,810.96 52,766.38 e 7 - hi -t'ittaiit;N .•� ' ..CtiM:fts.,'t .'..er076 .r 2 Mb: Shifts: Mh/Un: Un/Sh: 281,750.00 281,750.00 **********Biditem/Category 94 ********** 192,244 1,388,937 225,904 263,250 2,070,335 Mh: 3,981.66 Mh/Un: 3,981.6600 192,243.95 1,388,937.00 225,904.25 263,250.00 2.070,335.20 *** 95 Electrical/I&C Takeoff: 1.00 LS Bid: 1.00 LS Mh: Shifts: Mh/Un: Un/Sh: 211,246.50 211,246.50 r .11-re`zip ._t f. .. 6 _, A .. ;,L Mh: 1,380.00 Shifts: 23.0 Mh/Un: 1.5000 Un/Sh: 40.0000 69.99 25.47 73.12 168.59 **********Biditem/Category 95 ********** 64,391 23,433 67,274 422,493 577,591 Mh: 1,380.00 Mh/Un: 1,380.0000 64,391.17 23,433.00 67,274.31 422,493.00 577,591.48 *** 96 Rock Anchors Takeoff: 1.00 LS Bid: 1.00 LS rf xr - •A5La ` z Mh: Shifts: Mb/Un: Un/Sh: 37,450.00 37,450.00 **********Biditem/Category 96 ********** 299,600 299,600 Mh: Mh/Un: 299,600.00 299,600.00 *** 100 24"Interconnecting Pipping Takeoff: 1.00 LS Bid: 1.00 LS ,r*VXM.FAX Mh: 840.00 Shifts: 12.0 Mh/Un: 7.6364 Un/Sh: 9.1667 363.81 7.78 69.55 432.98 9.09 883.22 tgy _ P Kr w � .;v AJzti � ` tk-}Ir . y t f)t it r _'a �aTMT, .��_ ...r....' � ...n-- ...:: .'r...=.. �tt..x '-. .. _.__ � .�_' 4 .: .:�_.. _ _. .varix Mh: 240.00 Shifts: 6.0 Mh/Un: 240.0000 Un/Sh: 0.1667 12,386.57 10,138.21 8,904.42 31,429.20 €44,E°d,.M1..l...._ _. =�S{._ ii.} .i �+, ,.:'�C`_=.-LVkl :r.1 • ??:ir 14P __s?_ ...r .4-0 51li:z.j'(ar r- ,il g :Af i Mh: 300.00 Shifts: 5.0 Mh/Un: 1.0000 Un/Sh: 60.0000 46.66 17.83 43.92 200.00 308.41 .Sr -Cktl� !W �i1At/ -3+F (:Sl. - ^s: { J�F.. t y,P. :�. _,;. � .: __ �.'. ��. �. '� �fix' �;::.:� Mh: 500.00 Shifts: 10.0 Mh/Un: 500.0000 Un/Sh: 0.1000 24,320.22 11,550.30 35,870.52 Mh: 100.00 Shifts: 2.0 Mb/Un: 0.1667 Un/Sh: 300.0000 8.11 16.94 4.92 29.96 **********Biditem/Category 100 ********** 95,588 26,509 7,651 84,207 61,000 274,955 Mh: 1,980.00 Mh/Un: 1,980.0000 95,588.29 26,509.21 7,650.50 84,207.34 61,000.00 274,955.34 *** 120 Utility Relocations and Removal Takeoff: 1.00 LS Bid: 1.00 LS Mh: 2,450.00 Shifts: 35.0 Mh/Un: 2,450.0000 Un/Sh: 0.0286 116,723.20 7,000.00 83,884.85 207,608.05 Page 1286 of 1884 6 Ric-Man Construction Florida,Inc. 04/2 i-/2Q2'?b i t A 11:03 04142021N West Ave.Water Quality CO_N-091 Revise Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 120 ********** 116,723 7,000 83,885 207,608 Mh: 2,450.00 Mh/Un: 2,450.0000 116,723.20 7,000.00 83,884.85 207,608.05 Mb: 36,569.23 ***1EPORT TOTALS*** 1,868,089 3,717,910 606,799 2,806,853 1,460,119 10,459,770 N =Activity not adjusted to bid quantity • Page 1287 of 1884 7 Exhibit A FLYI^rT Xylem Water Solutions USA Inc. 1 Flygt Products a xylem tranci — ^` 15132 Park of Commerce Blvd.Suite 102 ' ` Jupiter,Florida 33478 Phone:561-848-1200•Fax:561-848-1299 April 16, 2021 RIC-MAN CONSTRUCTION FL INC 3100 SW 15TH ST DEERFIELD BEACH FL 33442 Quote#2019-W E P-0815 Project Name: (1) Lincoln Road Xylem Water Solutions USA, Inc. is pleased to provide a quote for the following Flygt equipment. West Ave PS Qty Description 6 PI.7065,63, 840,523mm 22 deg,43-30-8AA, 135HP,715 drive unit,460V, 60Hz, Mas 711, S3x70+3x35!3+2S92x.,5)17Sft, S12. 1,5 I75ft Shaft: AISI 431 Stainless Steel Zinc anodes attached on pump&drive unit 6 FW3S620G 20'X5/8" LIFT CHAIN+ 316SS 1 Fully Integrated VFD Control Panel for 6 pumps. Includes NEMA 4X 316SS Modular enclosure. MultiSmart Pump Station Manager for control & future SCADA. Primary Level Pressure transducers with back up Float logic. Air Conditioned enclosure with separate Emergency Backup Generator Receptacle. 6 BASE UNIT/PAiNEL ASSEMBLY MAS 6 TRANSFORMER,CURRENT 300:1 12 SENSOR,ENM-10 0.95-1.1 65' 6 HOLDER,CABLE HEAVY DUTY 316SS 10 60"X 60"Frame Opening Alum AHD Hatches 6 48"X 60"Frame Opening Alum AHD Hatches 2 78"X 78"Frame Opening Alum AHD Hatches 6 USF 230-AA 41 1/2"'Ring w/Cover 7 48"X 84"Frame Opening Alum AHD Hatches 1 56"X 88"Frame Opening Alum AHD Hatches 1 50"X 51"Frame Opening Alum AHD Hatches 3 USF 230-AA 49 1/2"' Ring w/Cover 4 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000.8000 6 SS316 Pump Tube 32"OD x 23'-6" LG with Side Discharge 32" OD x 34" LG from Tube CL 6 SS316 Formed Suction Intake for 32" Pump Tube 6 Wall Brackets SS 316 Pump Tube Wall bracket 6 CABLE ENTRY UNIT 6 GRIP,CABLE SS I9-24MM 6 GRIP,CABLE SS 25-36MM 6 HOLDER,CABLE 304 6 PIPE,SQUARE 304 L=860MM 12 EYE,LIFTING UNIT 6 EYE,L1FTING UNIT 6 WIRE UNIT 12 PIPE UNIT xylem P W198°6119'884 Exhibit A F]LYGT Xylem Water Solutions USA Inc. / Flygt Products a xylem brand15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561-848-1299 Teta!Price $2,709,550.05 - + A K ' L 7 r/ t E,(i t7 Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS. JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite-Full Freight Allowed(per Incoterms 2020) Terms of delivery: PP/Add Order Position Delivery lead-times may be impacted by the current COVID-19 virus pandemic relative to transportation logistics. Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to the jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 45 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.conn/en-us/Pagesiterms-conditions-of-sate.aspx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. Please feel free to call if you have any questions or if you require assistance. Sincerely, xylem Pim r#884 Exhibit A FLYG'r Xylem Water Solutions USA Inc. I Flygt Products xylem:v inrj 15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561-846-1299 Deborah Scanlon Rick Reyes Inside Sales Engineer Sales Representative deborah.scanlon@xyleminc.com IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Accepted By: Print Name: Date: • xylem Icit6bst4296vatel 884 Exhibit A iteenf►I PURCHASE ORDER iO Iw a.aa.f -` "``°' °'."`t ''- No.17KB91- 021R RIC-MAN Construction Florida,Int- 3100 nt3100 SW 15th Street,Deerfield Beach,Florida 33442 project: West Avenue Neighborhood(North) Office:(954)426-1221 I Fax (954)426-1226 Today Date: 8/26/2019 Xylem Water Solutions LISA,Inc Seller: Date of General Contract: 1/17/2017 15132 Park of Commerce Building./102,Jupiter,FL,33478 Date Materials Required: 3/10/2020 City of Miami Beach Owner: F.U.R.: 1755 Meriden Ave,3rd Floor,Mianu Beach,F1,33139 CES Engineer: Item Description Quantity Unit Unit Extension Price 6 Pumps,Cables,Hangers,tubes and Control Panels as listed in August 7,2019'Quote attached. Start-up support and warranty as required by Client Contract Shop Drawing delivery tine 4 weeks 1.00 units S Z,000,427.00 S 2,000,427.00 Panels delivery time 12 weeks from approved shop drawings Pumps delivery lime 12 weeks from approved shop drawings Optional Add to PO S 97,209.80 AS PER QUOTE ATTACHED • SubTotal S 2,000.427,00 This agreement i'.mads between Ric-Man Construcunn Florida,Inc.(Contractor)and Xylem WS USA(Selltr) The ptx $ 120,025.62 General Conditions on back govern this Purchase Order.Seller's form of acceptance,sales order or other like documentFreight~' 76,377,00 shall not govern the relationship between the parties,and any contradictory terms and conditions contained in Seller's document shall not affect Contractor's rights and remedies and Seller's obligations. Reference in this Purchase Order to Site Service $ 5.196.00 Sellers quntauon,sales literature,or other documents are for purposes of description and price only. Surtax S 50.00 Total S 2,202,075.62 RIC-MAN Construction Florida,Inc Correspondence To Tyson DiPetnilu 954.448-n994 Site Superintendent Brian Banbeaulr 954.495.7920 "Accepted by Xylem SusanM. Digitally usby Susan M.Button CN::cnm..Susanan M.Dation.o=So9.207d4n4, ou=Xylem Water Solutions USA.Inc.. U}} emaV=wsetantautteorykminc.com,c.US ``�n Date:2019.09.1213:25:48-04'00'Approved By Contractor D!) Accepted By Seller Date NOTE: PO$1 kB91-021k replaces KB91 1123 dated 11/13/2017 which is now null and vole • *Accepted by Xylem as modified by original terms agreement modifications dated November 7, 2017 attached • Page 1291 of 1884 Exhibit A �1lbiifi f,' butto':, 1.,:.; :. :::t..•l i.. xyte r i; I P'i Let's Solve Water Susan butlpnr).1iernt_ic.cort. 608-207-0966(Cell) November 7,2017 Mr.Michael Fischer,COO Ric-Man Const.FL,Inc. 3100 SW 1S"'Street Deerfield Beach,FL 33442 ml!schei is rit-man_com SUBJECT: KB-91 West Avenue Neighborhood(North) Your P.D.tl 16-K891-021 FLYGT PRODUCTS Quotation dated January 11,2016 Dear Mike. Thank you for this order. I have modeled this after our recent agreement on Miami 19th Ave. Scoee of Supply As detailed In and attached to your Purchase Order,the scope of equipment supply for this purchase order shall be as outlined in FLYGT'S quotation dated January 11,2016,technical Specification,applicable addenda and general conditions as they Specifically pertain to the equipment being provided hereunder. The proposal shall be incorporated as a binding part of the order. In addition,the terms and conditions of the FLYGT proposal shall be made a part of this purchase order. However,in the event of a conflict between Xylem's(FLYGT)terms and the Purchaser's terms,the Purchaser's terms shall govern except as modified herein. schedule Submission of Submittals week of November 20,2017 Approval week of December 18,2017 • Settables&Hatches week of January 29,2018 Panel(10 weeks) week of February 26,2018 Pumps(14 weeks) week of March 26,2018 Flow Pump Tube/Suction Intake week of April 2,2018 General Conditions Item 1-Line 2-please add: ". of the Project insofar and to the extent applicable to the ettuinment being provided under this Purchase Order..." Item 5-Please delete as written and replace as follows: Seller will provide invoices on our standard invoice form and agrees to provide partial and final waivers upon receipt of Contractor. Page 1292 of 1884 Exhibit A Payment terms shall be' 90%N60 following delivery of material.to the jobsite 10%upon start-up,not to exceed 180 days after final delivery We can offer the following SOV for invoicing: Settables 5 31,083.00 Hatch $ 34,000.00 Panels$MAS Unit $325,087.60 Pumps $305,132.40 Flow Pump Tube 5210,000.00 Suction Intake $100,500.00 Freight $ 18,722.00 Site Service S 3,513.00 Seller's payment shall not be dependent upon Contractor being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being pruvided by Seller. Item 6-Line 2-please add: "...date of cancellation,or in the event of specialty items,for payment of goods which have been completed as of rhe date of cancellation." Item 7-Please delete as written and replace as follows: Seller acknowledges that time is a material element to the delivery of the equipment and agrees to furnish the materials in accordance with a mutually agreeable schedule. Upon failure to do so,Seller agrees to reimburse the Contractor for the proven portion of actual liquidated damages that may be assessed against and collected from the Purchaser which are attributable to or caused by Seller's failure to furnish the materials within the time or times as mutually agreed to.Liquidated damages shall not be assessed unless shipment occurs later than number of weeks outlined above for each deliverable after Seller's receipt of written approval to release for fabrication or Contractor's requested delivery date(whichever is later).Seller will not be assessed any liquidated damages by the Contractor unless the Contractor is specifically assessed damages.If more than one party is responsible for assessment of liquidated damages against the Purchaser,then the Seller shall be liable for only its portion of the total liquidated damages Should Seller's performance be late and the delay does not affect Contractor's overall schedule,no liquidated damages shall be assessed. Liquidated damages shall be limited to$1,000/day and a maximum of 15%of the contract value. The sell price includes freight allowed to the jobsite Shipment will be handled by FLVGT and will be in accordance with Incoterm 2010 DAP Jobsite(FOB jobsite UCC). Item 9-Please delete the first sentence as written and replace as follows: Seller represents and expressly warrants that the goods and services delivered pursuant to this Purchase Order conform to the applicable plan and specifications.the requirements of this Purchase Order,conform to descriptions and affirmations of fact contained in Seller's applicable sales literature,are new and of quality construction and will function in the manner specified. Item 11-Please delete as written and replace as follows: Seller's failure to deliver in accordance with the mutually agreed upon schedule or good and services that do not conform to the applicable specifications ano warranties stated above shall constitute a material breach of contract. In the event of a breach,Contractor shall notify Seller and provide Seller five(5)working days to correct or diligently pursue to the reasonable satisfaction of Contactor such breach If Seller is unable to correct with the time or times mutually agreed upon,Contractor shall be entitled to cancel all or part of the order and be reimbursed for actual costs incurred as a result of Seller's breach. Item 12 • Please delete as written and replace as follows: Page 2 Page 1293 of 1884 Exhibit A Seller agrees to indemnify,defend(at own expense)and hold harmless Contractor its directors,officers,agents and employees from and against any and all claims,demands,losses and expenses,arising out of a)suits,claims and demands by reason of injury or death of any persons)or damage to any property attributable to the willful misconduct or negligent acts or omissions of Seller,its subcontractors and their officers,agents or employees, except to the proportionate extent that such actions,claims,demands,proceedings,losses and expenses were caused by the Indemnified Parties or any of them. It is the expressed intention of the parties,that each of them shall be liable for the consequences of their own negligent acts or omissions whether those acts or omission are the sole,joint,on concurring causes of any claims, demands,proceedings,losses or other liabilities;b)to hold Contractor harmless from and to protect,defend(at own expense)and indemnify Contractor against any and all loss,liability,damage and costs arising out of the use of equipment as provided under this order for infringement of any patent,copyright,trademark,trade name, brand or slogan. Seller will promptly defend and shall have control over such claim or suit. If the use of any Product of any part thereof should be enjoined.Seller shall have the right at its own expense to procure for the Purchaser the right to continue using such Product,or to replace said Product with a non-infringing item or to modify said Product so that it becomes non-infringing Notwithstanding the foregoing,Supplier's indemnification obligations shall not apply to(i)compliance with designs,plans or specifications furnished by the Purchaser,(ii)use of the goods in a manner for which they were never designed or contemplated;(iii)Buyer combines Supplier's goods with something else unknown by Supplier wherein that combination Infringes(contributory or inducing)or(iv)Infringement of any patent In which the Purchaser or any affiliate have any direct or indirect interest. Contractor and Seller waive against each other,and against the other's officers,directors,members,partners,and employees any and all claims for or entitlement to special,incidental,indirect,punitive,or consequential damages arising out of,resulting from,or related to the Contract. The parties further agree that the total liability of each party to the other for claims,costs,losses,and damages arising from this Contract shall be limited to the amount established in the Agreement as the Contract Price. The terms'of this overall Limitation of Liability(but not the waiver)do not apply to or limit any slab))by either party against the other based on the following: (a)costs, losses,or damages asserted by third parties for bodily injury,sickness,disease,or death,or to injury to or destruction of the tangible property;or(b)gross negligence or willful misconduct. Seller represents that it has adequate coverage and policy limits to Insure the above indemnification of the Contractor. Item 13—Please add: "Both parties irrevocably agree to waive their rights to a trial by jury." Back charges Contractor shall not make purchases nor shall Contractor incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller. Xylem will not be responsible for shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to the jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made In addition,we will need the following information to finalize your order. 1. Complete jobsite shipping address 2. Required invoice submission date(cut-off) 3. A copy of your payment bond for this project Page 3 Page 1294 of 1884 Exhibit A llri woui,appreciate'it it you tvc;'d oxer uta this letter so that it becomes a brnd.nc part or your 7 urchase p:d(• i nc Our formal contractual onrugat,ort_ Please sign and return to me via e•mail at ' -: E..t:, r..` �:;,�., • with the above rep,,ested.tems at your earnest possible(craven enc&so that WE may adhere to the abosc 5(hrdule irally,e to r&sooner to this letter in u timely manner mai delay submittals If yot.have any cluess Or (or•cerrc,please do not hesitate to ceniacl n E at(508-207.09661 Sincei(1►'. Sr(4c4,41 A1. Ii tt oii•1>( o-,;r,.11•.:1,•:41t Susan M Dufault Button National Contracts Manager Accepted by (authorized party to bind company) f-_I' Printed Name .7 rev Tl � L�I? _- Ir Signature , — J/ -71 `/ ate Page 4 Page 1295 of 1884 Exhibit A . Ogp PURCHASE ORDER Ica ni .I No.17KB91- 021R lfaa�t , RiC-MAN Conctrucfinn Florida.Inc. 3100 SW 15th Street,Deerfield Beach,Florida 33442 Project: West Avenue Neighborhood(North) Office:(954)426.1221 I Fax:(954)426.1226 GENERAL CONDCFLONS ACCBIrrANCE OR ACKNOWLEDGMENT This order becomes a contract when t:eattector revelers win then acceptance theme or upon Selin cleinerltig goods in Cnntrsries,It Is apeed that 1 Seller shall fmnith to Contractor Use above listed materials rid equlpmerli In eteltt arcordarce wlththe general co ttract documents of the Promao and this Pus chase Order,aehled le approval of the owner,Owner's Fag:neer I toatrartor.the quantiles furnished shall bras required by Contractor.Tire quantities listed ane emotion only.Final quantities arc as required. 1 COMPLIANCE wry"'PRIMEj,ONTRACT'ANDIAWS. All applicabletechnical Specifications and plans dthe the•ern. contract a&gfermas.Mateo' sfdeerrlel ltuhes.tints and sonPlestdr regdatulations e I 2 ;deemed to be incorporated io the Purchase Order by reference as though expressly reputed and bmdfn*Tan p es I mslnactronand warranties,requited by prime contrail documents.at Its own nowise • 3 1 I S,j Seller assuroas oil Nasky fm taxes oI every type,appiicabk to the goods and senders specified to this Purchase Urdet.urikss eeNreesy provided for to thin Prdhase Order 4 IP31GL Seller may charge only the poxes indicated in the Pihrirw Order.end shall oat Marge interest service chat gra or any addihoest charger. pAYMENT,Tne Invoke shall be oa a form provided by Contractor or acceptable to cootrano,and duff be aitrnpatiled by waivers of lien effective through the date alibi applicnelon std such ocher documents as Ctnteactae may reasonably regales to support or verify the request lot payment le fall coosideradm for lie tarsptete and timely performance Mall obllgicious required d 1 i S the Seger under lbs Parebhse Order,fidrator O Ag pay to Seller Ow Imp settle(s)Of Iddt prices Indicated on the late of this order.Deternliidoas by the project aware of quatfita et mammals! ad equipment For wiudt pay real Is doe shall be final and binding upon Setter.The balance of the amount of the awoke,Reapproved by Contractor,shag be paid by Contractor to Seller within 31. days ant Contractor receives payment from the Owner for the pods and neemeis ectuded In the Invoke Seller epees plat M a condition precedent to Coarraero.'s abtipuao to mire any � AT I (payment Contractor mast first have teeetved payment from the Owner M respeccttdf the outvlate,egittpneat and servkec loo which Seller seeks payment I ja U ON. Contractor reserves the lilt t0 wed the order as to raonipectel Order goads many time,upon Mritten MIKe to Seller without penalty Contractor will remain obligated to 6 'pay Daly got Nose geode and services which have been received at the job tete as of the date of ancetlullotr KM that time d nonce olaare Adan Seller Ni placed geode In the bands of a rants •for delivery to Contractor at ip consignee.Contractor will be responsible only for Ike delivery charges The exudse of this right of toaceIlatlon shall not constitute waiver by Cootrecbr or d acyl d its other rights or,medkt. =SUL,Tune K of the"sense"on this Purchase Order All goods and servers are to be delivered on or before the'date requir ed'specttied about.unless other wino iodic-audio this Purchase 7 r Order.%there Fathead services ere co he detheeed in instaraserts delivery mat be timely and as needed by rmrtractor. Oldest otherwise specified,Moto Olathe to dw lob site aid •off-loaded at the locadens anal according to the lastructinSs of Contnnor's a,Noteed employee. Delivery onion)be KM on die pound at propel slit -- i ;Qj�1LS.Seller shag delver the qussmy required by Contractor.The pinery may met be changed without Cenrano'a written cameos contractor any eMage the quiron y rdered Stan • 9 i dump shall not ES=modlfhallon of due unit pricy unless Owner greats a correcpendni6 change to comraetor Any unauthorreed quantity is subject to rantractnr'r rviemoi and return al i ISeller'sexpire*. 1 1 Seller repress-nuand expressly warrants dint the goods and servtasdelvixed prswal tv this Purchase hider conform to contractor's ; ineiragtinnatidinladatillnEl and aMrroatloha dlfatt contained in allot Seller's Saks Iheratara,are d metcbantable quality aid we fit for the; purpose forwiUmos the eyarcrtagudthepasorepreurchase sent conform es y aanns ydie Untied 1 9 !purpose which they art dcsi ed Serer at:o represents and re warrants Cele to the goods and Nal IM goads moored b this order do not tnfriape on any latents panted by t Steps,or copyrighttradsmarit or trade secret protec000.Thee representations sod warranties dull net be deemed waived by acceptance of the goods aid services or payment for them.There I are no implied vattenDes.mcleding any implied wattittry of uierehaoubiaty o firths for a paticrAar purpose.with the erapdva of the ouatdactures standard tvanatyand those war rarities set :forth above 1 tMeos:CTION A CEPTANCE OR RFIEC770N- Al goods and services shall be received subsea to tote recto's right dtmpecttor and rejection and arm's final acceptance.Goofs aad I junk.which do sot conform precisely to Owner's or Caatractof s dlr specanois•defective pods ai.d ercetcrand goods which do not conform to Seller's representations or warrandes may be 1 10 refected by Contractor upon reasonable notices and relurned to baler or held pending Seller's instrucinstrucinstructionsinSeller's expense.Contractors neht of rejection shall apply to d rt d or aay pathe goods and servitors.Paymentetgoods and unit.prtor tcontinue eNita of relenton Weise goods are brawls of Inc order at a later ca .Papuan for goodsodsmces or failure to riper not constitute a waiver of anydtisremedies to Contractor respect of such and aerrkes i t fans and warranties steed above ;$RF.AC}I AND RFYFDIFS OF RIIYER ltddle.'a(adore to timely deliver ail or say pan of R�and services alltrb coalirrm strutly[ontracttr t sprstltru Cameron bel ; cosattate■material breach of eontru.excusing Contractor from further performance.Seger shall have no redo to cure tit.borsch unless and memro the mem in uniting by i 1 1 the event of ay breach by Sena,Contractor shall be entitled to recover Its avowal damps Colorado;shall have a rtgbt al uten. In additlad to the above.Contractor shall be enbded to recover I from Seder all costa.disbursements and reasonable attorney fees incurred M rnnnemoa with the coforceaent of Nis Purchase Order. • INDEMNIFICATION.To the extent permitted by applicable law and this purchase order-Seiler epees to indemnity adaavv Conoanor harmless against any and all claims.causes of anion,clmrges,iosies and"arose!finehdieg reasonable legal and expert lees)Mitch may be asserted aping Contrana Se width Contractor Mehl Inner in spend(s)persaswl hnlrayer 12 death or damages or Ithaca canonicity la the extent caused by Seller's Negligent acb or,oatissimes or willful misconMrt midst those nesulWs g from contractor's Sat negb orb snot,mei Many defect In title and actual or alleged ldrinpment of any patent copyright.trademark monde secret asserted against Cmractnr In rind of die delivery of goods and services covered by(hi: order."'""M"'.""n in.tdali r"r.we« Seder represer=that It has adequate lnsuraace coverage and pone)limns to hash a the above indsmntfirenon of Convertor litakarLAKEMS.TbhPerchaseOrderrohstitutertheelelTeapeemrntbetwenthepartiesandadWwroralaridwrMencommatrabcroshallbetoperseded by this dot-omen i.No provisions of title document may be salved.changed.rrrndaated.modified discharged of resaaded,except by wridogalped by an alfierr at authorised agent of the Cummins Failure to assert a breach of any proviikin d due document gall out commute a waiver of my tights or remedies mailable to Cootnator.•The inks of paragraphs ase provided for roaswnieoce and shall hot be •deemed to limit the centWLLdwlet+ticr ofmip provision_Reny m ovWol ti this decimeter stall be held to be unenforceable co itrappl.ceble In any respect inch determined Shall as affect the mien reability of oily other provision The provisions of this dacunnear shall bind and Inure to the benefit d the parties,their assigns and roceessas In interest The parties agree that all disputes.. 13 'controversies ce claims rising out dos related to this Purchase Order,tosindugalirpuotis offraud.shah be settled In arrodaece with the rules ark Amencan ArhittaUen AssocWion The award rendered by the arbitrators shall be final and fwtgemvni may be seared upon a In accordance with applicable tin in aro court hoeing lurtsdistioo The vakdry.interpretation and 'performancenrthePwchucOrdershalbegovernedbythelawsoftheStatrdNorlda.The parries wept luricdietionddie Slate ofRoads andagree toaccept smite dpeeceWitere ou personally served within ch turtsdictbn Notwithstanding the teems of any other apretreat between the parties.io no creat and Nader ao circumstances shall edict party liablew .iuidentauedredipvetat or consequential damages,whether the theory be bnach of keserentybrearh of eontratueglrgeocr.or strict liability rurtheren no event wilt contactors tout rabIlity under this p rebase order carded the lout dollar value of this purchase order • Page 1296 of 1884 Exhibit A Xylem Water Solutions USA, Inc. FLYGT 1 Flygt Products xyEem .)1ar'd E (; . r • 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 l -�' Tel(561)848-1200 L J � Fax(561) 848-1299 \ l To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 14th CT 60HP Well Pump Quote Number: 14C6OWP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3400/716 1270 16"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 60 HP 585 RPM motor,525MM impeller, 1 x 100 Ft. length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve, Explosion proof Including Zinc anodes 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 16"X 16"CI 1 % 31655 Standard Mounting plate for 16X16 base elbow 40 CHAIN 5/8"316SS(1 X 40') 1 KIT,CHAIN FITTING 31655+FLYGT 2 Heavy Duty anchor kits 70 153163 FEET 3"GUIDE RAIL 3165S(2 X 15'+2 X 20') 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"316SS Intermediate Guide Bar Bracket(16"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 316SS ti3 56"X 112"Frame Opening Drainage Well Hatches GaIv Steel DT-AHD 1 \75"X 86"Frame Opening Wet Well Hatch GaIv Steel DT-AHD 1 N48"X 100"Frame Opening Settling Tank Hatch Galv Steel DT-AHD '''4 36"X 60"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 4 SENSOR,ENM-10 0.95-1.165' 1 Simplex Control Panel 460V 3Ph 60hp NEMA 3R12 316 S5 enclosure w/VFD, MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Poe: 5326.760.00 ` \ plus taxes, freight included I+ .i Exclusions: WE DO NOT SUPPLY, PIPING. VALVES. GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State, local, and other applicable tes are not included in this quotation. xydem pkosftimsit. Exhibit A FLYGT Xylem Water Solutions USA, Inc. Flygt Products xylem Lrd' :.I 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 Freight Terms: DAP; Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT, Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms &Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http:lhwvw.xvlemrnc,comien-us/Paaes✓terms-conditions-of-sale.aox and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: / Address: Accepted By: Print Name: Dale: xylem P6141298W 4'884 Exhibit A Xylem Water Solutions USA, Inc. FL�GT Flygt Products • x\dem I';'arui 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: Lincoln & Bay 60HP Well Pump Quote Number: LBGOWP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3400/716 1270 16"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 60 HP 585 RPM motor,525MM impeller, 1 x 100 Ft.length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve, Explosion proof Including Zinc anodes 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 16"X 16"CI 1 Y4 316SS Standard Mounting plate for 16X16 base elbow 40 CHAIN 5/8"31655(1 X 40') 1 KIT,CHAIN FITTING 31655+FLYGT 2 Heavy Duty anchor kits 70 TS3163 FEET 3"GUIDE RAIL 316SS(2 X 15'+2 X 20') 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(16"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 3 56"X 112"Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 75"X 86"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 48"X 100" Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 36"X 60"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 60hp NEMA 3R12 316 55 enclosure w/VFD, MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $326.760.00 plus taxes, freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES. KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA,INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State, local, and other applicable txes are not included in this quotation. " � em P 111@91+t '884 Exhibit A F�'YGT Xylem Water Solutions USA, Inc. Flygt Products ' a xylem iyari' 15132 Park of Commerce BIvdJ102 Jupiter,FL 33478 Tel (561)848-1200 Fax(561)848-1299 Freight Terms: DAP: Jobsite-Full Freight Allowed (per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule; Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. • Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http:/rWww.xvleminc.com/en-us/Papes,?erms-conditions-of-sale.epx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name: Date: xylem P Il 4'884 Exhibit A L�I.YGT " Xylem Water Solutions USA, Inc. Flygt Products xylem nrm.ci Ci 15132 Park of Commerce Blvd./102 Jupiter.FL 33478 Tel(561)848-1200 • Fax(561)848-1299 To: Ric-Man Construction FL. Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: Sedimentation Tank 25HP Well Pump Quote Number: ST25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095:14-10"-volute Submersible pump equipped with a 460 Volt/3 phase/6Q Hz 25 HP 1166'6PM motor, 614 impeller, 1 x 50 Ft. length of submersible cable,FLS leaks a detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX., 1-TPS DELS: 3000,7000,8000 1 CONNECTION,DISCH 10"X 10" CI 1 6 X 316SS Standard Mounting plates(For 10"Base Elbow) 20 CHAIN 5/16"31655 SWL2750#(1 X 20') 1 KIT,CHAIN FITTING 316SS+FLYGT 8 ROD,THREADED 3/4"-10X12"316SS 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 30 TS3163 FEET 3"GUIDE RAIL 31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 HOLDER,CABLE HEAVY DUTY 316SS 1 56" X 88"Frame Opening Drainage Well Hatches GaIv Steel DT-AHD 1 52" X 51"Frame Opening Wet Well Hatch GaIv Steel DT-AHD 3 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control& LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $117,736.54 � plus taxes,freight included Exclusions: WE DO NOT SUPPLY. PIPING. VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA,INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State. local, and other applicable taxes are not included in this quotation. xylem IL (9fei 884 Exhibit A FLG'I' Xylem Water Solutions USA, Inc. Flygt Products s xylem brncl 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 Freight Terms: DAP; Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 90 DAYS AFTER SHIPMENT DATE. (Note;Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.conven-vs/Paoes4erms-conditions.-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: .. Address' Accepted By: Print Name: Date; • • xylem mitie44.2ftte,884 Exhibit A F'Y1YGT Xylem Water Solutions USA, Inc. - Flygt Products xylem ,ra''r2 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 c Tel (561)848-1200 Q t / Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 17, 2021 Attention: Michael Fischer 7 Subject: Dual 7.5 HP Sump Pumps ('� l `j `'"�"( r °"'+5' j Quote Number: D7.5HPSP .,---i,,,+ We are pleased to offer the following equipment: Qty Description . _ 2 Flygt Model NP-3127.07 N(�fi"vo to Submersible pump equipped with a 460 Volt/3 phase/6 Hz 7.5 HP 174 RPM motor,439 impeller, 1 x 175 Ft. length of submersible ble, FLS lea age detector,volute is prepared for Flush Valve,Explosion proof- f 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 2 CONNECTION,DISCH 6"X 6"CI 2 Y X 316SS Standard Mounting plates(For 6"Base Elbow) 60 CHAIN 3/16"316SS(2 X 30') 2 KIT,CHAIN FITTING 316SS+FLYGT 16 ROD,THREADED 3/4"-10X12"31655 8 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 100 TS3162 FEET 2"GUIDE RAIL 31655(4 X 10' +4 X 15") 2 BRACKET,GUIDE BAR UPPER 2"316 2 2"31655 Intermediate Guide Bar Bracket(6"Riser Pipe) 2 HOLDER,CABLE HEAVY DUTY 316SS 4 SENSOR,ENM-10 0.95-1.1 65' 1 Duplex Control Panel 460V 3Ph 7.5hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control& LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $78,559.38 plus taxes, freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State,local, and other applicable taxes are not included in this quotation. Freight Terms: DAP: Jobsite-Full Freight Allowed(per Incoterms 2020) xylem Page te3woafer884 Exhibit A FLYGT Xylem Water Solutions USA, Inc. Flygt Products a xylem brixd 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. • Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at httn://www.xvleminc.com/en-us/Pages/terms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: j Address. Accepted By: Print Name. Date: xylem • PaA5ewit84 Exhibit A PYGT Xylem Water Solutions USA Inc. ! Flygt Products a xylem brand 15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561.848-1299 Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. • Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at httc//www.xvIerninc comnen-usiPagesilenns-condrtrons-of-sale.aspx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. Please feel free to call if you have any questions or if you require assistance. Sincerely, Deborah Scanlon Rick Reyes Inside Sales Engineer Sales Representative deborah.scanlon@xyleminc.com IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By. Print Name: Date: xylem PtE �`884 —_,mss Exhibit A ,= 1 , F'LYGT i • -)i i-1 091 `, Xylem Water Solutions USA, Inc. Flygt Products xylem t-1-ant s_.. i. f'. 13 15132 Park of Commerce Blvd./102 •\, � Jupiter, FL 33478 Tel (561)848-1200 • Fax(561)848-1299 • To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 15 Ter& Bay 25HP Well Pump Quote Number: 15TB25WP We are pleased to offer the following equipment: Oty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable, FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10" CI 1 Va X 3165S Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"31655 SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 31655+ FLYGT 8 ROD,THREADED 3/4"-10X12"31655 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 316SS (2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 1 56"X 112" Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 52"X 60" Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36"X 78" Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX P "ce: $129,718.50 ) plus taxes, freight included r Exclusions:__- WE DO NOT SUPPLY. PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES. KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT. SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem PJO SPS`Cfftef884 Exhibit A Xylem Water Solutions USA, Inc. 'FFlygt Products a xylem 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite- Full Freight Allowed (per lncoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.com/en-us/Paaes/terms-conditions-of sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. • Xylem Water Solutions USA, Inc. Company Name: Address: • Accepted By: Print Name: Date: • xylem Pio*Zit l'884 Exhibit A FLYGT Xylem Water Solutions USA, Inc. Flygt Products xylem Lrar,d 15132 Park of Commerce BIvdJ102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 15 Ter&West 25HP Well Pump Quote Number: 15TW25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable, FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 Y:X 31655 Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"31655 SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 31655+ FLYGT 8 ROD,THREADED 3/4"-10X12"31655 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 316SS(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 1 56"X 112"Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36"X 78" Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $129,718.50 plus taxes, freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE.PARTS. LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem Pim4tOgitfitel,884 Exhibit A FLYtA� Xylem Water Solutions USA, Inc. Flygt Products ;'xylem !;' 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite- Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at'http:// www.xvleminc.com/en-us✓Paaes/temis-conditions-of-sale.apx and Incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: / Address: Accepted By: Print Name: Date: xylem PoA sf'k'AFe884 Exhibit A FLYGT Xylem Water Solutions USA, Inc. Flygt Products c xylem !>rrr,cl 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel (561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 16 St 25HP Well Pump Quote Number: 16ST25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve, Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 1/2 X 3165S Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"31655 SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 31655+FLYGT 8 ROD,THREADED 3/4"-10X12"3165S 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 1 56" X 112" Frame Opening Drainage Well Hatches GaIv Steel DT-AHD 1 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36" X 78"Frame Opening Settling Tank Hatch GaIv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $129,718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS. PRESSURE GAUGES, DISCONNECTS. JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS. LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90) DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem P� I4i001'B84 Exhibit A FLYGT Xylem Water Solutions USA, Inc. Flygt Products xylen-t 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561) 848-1299 Taxes: State. local, and other applicable taxes are not included in this quotation. Freight Terms: DAP; Jobsite-Full Freight Allowed (per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale-Xylem Americas effective on the date the order is accepted which terms are available athttp://www.xyleminc.com/en-us/Pages/terms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name: Date: xylem PIS 901E1 1'884 Exhibit A • Xylem Water Solutions USA, Inc. ��' ��' Flygt Products xylem 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL. Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: Lincoln & Bay 25HP Well Pump Quote Number: LB25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable, FLS leakage detector,volute is prepared for Flush Valve, Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 %X 31655 Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"316SS SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 31655+FLYGT 8 ROD,THREADED 3/4"-10X12"316SS 4 PPACAC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"316SS Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 1 56"X 112"Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36"X 78"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.165' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control& LTU 801 pressure transducer and back up Float control& Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $129,718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES. GUIDE BARS, PRESSURE GAUGES, DISCONNECTS. JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. 'xylem aga 1/3142W14884 Exhibit A FLYG'I` Xylem Water Solutions USA, Inc. Flygt Products xylem brd;:il 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP; Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will riot be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.com/en-us/Pao_es/terms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you For your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc, Company Name. , Y Address: Accepted By: • Print Name: Date: • lem iiga 4a4a\t4884 Exhibit A �'g►XGT Xylem Water Solutions USA, Inc. Flygt Products nilecn 1)1 !i)( 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: Lincoln&West 25HP Well Pump Quote Number: LW25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable, FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 %X 31655 Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"316S5 SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 31655+FLYGT 8 ROD,THREADED 3/4"-10X12"3165S 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 316SS 1 56"X 112" Frame Opening Drainage Well Hatches GaIv Steel DT-AHD 1 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36"X 78"Frame Opening Settling Tank Hatch GaIv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: 8129.718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. 'tem Sges'S3li,4 tfltb884 Exhibit A FLYftir'B' Xylem Water Solutions USA, Inc. Flygt Products e.xylem, l;-rnci • 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 • Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages_ Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100% NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xvleminc.com/en-us/Paaes/terms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A . BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name. Date: xY.le m SSW6 Wt884 Exhibit A ATLANTIC234 NE 3'Street Suite 1101 Miami,FL 33132 COAST DR LLING (305) 992-5415 Office www.AtlanticG3astDrilling.com April 15, 2021 WELL PROPOSAL A"' Rafael Vega Job Name: To: RIC-MAN Construction Job Address: Location:along West Ave. from Lincoln Rd. 3100 SW 15th Street, down to 8d,street.Miami Beach,FL Deerfield Beach, Fl 33442 Temp.dewatering well 954-426-1221 We hereby propose to furnish ail necessary materials and labor-complete in accordance with Florida Department of Environmental Protection (FDEP)requirements and South Florida building codes as follows: Installation of: Fifteen (15)—24"dia. Temp. Dewatering Well(class V)at$23,000.00(Each) Up to 100' feet,additional depth at$195.00 per foot. TOTAL: $345,000.00 Price Includes: 1. Mobilization of drill rig equipment,tools,&labor.Two(2)Man Drilling Crew. 2. Containment of Development water 3. Made in America Steel Pipe(New,No Mids,No Mill SPECS.) 4. Each well will be capped with a lid. 5. Well Completion reports. 6. Specific capacity drawdown test concurrent with well development. Exclusions: 1).Structure over well,manhole ring and covers,Iateral piping to the well,&pumps. 2).Civil plans,Site access,MOT&Iocations/well layout should be completed by a surveyor. 3).Underground clearances,aside from 811 Call Sunshine. 4).Site restorations,disposition of well cuttings. 5).Payment performance bonds. 6).Permit Fees,FDEP,County&City well construction permits. 7).Reasonable Assurance Report by PG for FDEP review. Note:Atlantic Coast Drilling cannot guarantee Well Opacity This proposal is good for 30 days-These prices are For Your Eyes Only Payment to be made upon Requisition—Interest accrues Q 1 :4%monthly on unpaid balance Acceptance of.Proposal The above prices,specifications and conditions are satisfactory; Atlantic Coast Drilling,Inc. payment will be made as outlined above. Marcos Aleman -President Authorized Authorized Signature: L� Print&Date: Signature: I/44GQQ Ile,e410.4 Date: 04/15/2021 Terms and Conditions:All work to be completed in workmanlike manner according to standard practices.Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders,and will become extra charge over and above this estimate. Client agrees to pay all collection costs on all unpaid balances.Atlantic Coast Drilling Inc.shall not be held responsible for capacity of well due to geographic formation,ACD shall not be held responsible damage to underground utilities or structures not identified prior to work commencement.ACD cannot be held responsible for delays caused by bad weather,supplier shorts,strikes,or acts of God.This contract may be terminated at the option of ACD for any reason. Page 1316 of 1884 1"..' c`�TH - ?(A , Q 1,„ 0 FL. C'ItC4X(( Wire,Conduit install total Pump Install Cost Total Ir'" North Un BR $97,200.00 $34,000.00 $131,200.00 7 ( i 4 (. Un Wst $12,994.20 534,000.00 546.994.20 I 16th Bay rd $28,938.60 534,000.00 562,938.60 16th Wst $6,386.04 534.000.00 340.386.04 15th lei r-BR 511,387.52 534,000.00 545,387.52 15th Torr•Wst $8,136.94 $34,000.00 $42,136.94 14th Crt 519,449.00 534,000.00\ $53,449.00 South / 13th St 57,574.40 $34,000.00 $41.574.40 12th St 58,629.20 534.000.00 342,629.20 9th St 58,436.40 534,000.00 _ $42 436.40 / z 6 h $549,134.30 d 9 V CD w 0 00 CO m x Exhibit A IHS Markit- 'I//I" C.c., Erag,e . Celt AI'•. SteeE Price Forecast and Market OutEook Steel price forecast for 2021 The spike in steel prices is extraordinary. Many products are up 50- 100%since late summer 2020,with the bulk of the increases occurring in November and December 2020. Sheet price in the United States has more than doubled since mid-2020 and just set a • new all-time-record high. Looking at some global prices, Chinese hot-rolled coil (HRC) averaged $465 per metric ton in the fourth quarter of 2019 (pre- COVID-19). It dropped to $440 for the second quarter and briefly approached $420. By late December 2020,Chinese HRC price reached $775 (an 85% increase) but quickly retreated 10%. European HRC was at$506 in the fourth quarter of 2019, stayed below $450 over much of the summer in 2020,then shot up to $840 in January 2021.This is an increase of more than 90%. The United States was at $505 in August; now in mid-January,there are unofficial reports at$1,240, a 146% increase. Learn more,visit Commodity Coverage- Metals Prices are spiking to unsustainable peaks in 2021 Steel prices will spike in the first quarter but 'I following months.All products are rising rapidly We1corne! How can we help you construction and industrial recovery from COVIL today. outpaced sluggish capacity restarts, so supply is temporarily tight. Page 1318 of 1884 Exhibit A Mills have restarted in most regions, so shortages will not last and prices will retreat quickly over the second quarter. Sheet prices are spiking in the United States at one of the fastest rates in history,despite ample(but idle) capacity. Despite the high prices,buyers should worry more about supply than price for the first quarter of 2021, but should avoid locking prices for the remainder of the year. Other products and regions have high prices for the first quarter of 2021 but are not experiencing shortages. • The buying advice for steel is"wait." Prices spiked in the fourth quarter of 2020 and are carrying over into January. Prices are above fundamentals and will fall back in the second and third quarters.The exception is sheet,which is on allocation in the United States. Ensuring availability is more of a concern than price. Furnace restarts will alleviate supply and then price by the second quarter. Lead times are long in Europe but there is no allocation so far. • Downside risk is high if the second wave of COVID-19 grows worse. However, if manufacturing and construction are idled, then steel demand and prices will fall. • Upside risk from Australian cyclones is worth watching. Ore mines are at full capacity,so any disruption would be magnified. If cyclones disrupt delivery,ore would spike and with it,steel prices. Bottom line: Steel forecast for 2021 We continue to hold that steel prices will peak globally in the first quarter of 2021 and then retreat. Sheet is on allocation in the United States and tight in Europe,so work to ensure supply even if you have to pay too much in first quarter 2021. Welcome! How can we help you today? Page 1319 of 1884 Exhibit A F — ,;i - _ ! - I, . El:, . ,. e f r. 2:16-C1 2:1, -01 ::(2:-:1 2f'2. t Chum 'mainland' Hot R.o!led Steel United States got Rolled Steel E1 rope Hot Rolled Stee; F }die,, data tab - Experts . ()INN ti -4 \ : , 0 i ±-,..:-' 14;\1.6. ) '111.ii JP abeExperts f • Mark Laura John Amanda Ulmer Hodges Anton Eglinton - . The group Ms. Hodges is Mr.Anton has Ms.Eglinton has specializes in responsible for expertise in the been a part of monitoring... the manageme... ferrous metals... the Pricing an... F1 - 1.--------- mss®.-..-..._ _ VIEW I VIEW VIEV. PROFILE ! PROFILE PROFILE E Welcome! How can we help you - — today? • Page 1320 of 1884 Exhibit A Commodity Price Watch Monthly -r \ rie +uIHS Markit _Update /1ii.; 15 Apr 2026 • PricinP and Pu cnt�ls,in 1St. c Commodity Price Monthly Steel Change from previous forecast:Thr 04 i+);;fa;+lief.i4 :_ :-..:: • ' ;•Ri?;j!I�!lt.7':ILIStmC•nrs across prod;.Ct S. ! 110 400 100 350 The general trend: Steel pi `al irl;hr se:Of id qu,a t1 r of 2020 but do ret reach bottom anti third quarter.Prices challenge 80 300 the r 20i 5-16 lows but gene:ai,,y de not fail gi,ite so far because r 250 111!i.11 rots die 110`:NJ higher Mills lose n+:7rle`"nonetheless,So 0 70t • 8 200 K; ic'fi Str.ni to recover late in 2071)C)ril�'bnc:::,ise firms are fu' edi 60 t " to Id:i-r,1p+r,city. 50 150 40 Risk:f�Isk a: ter:;on the downsiCC and conters ; on the CSS D!ii, ,00 6 > 201601 201701 201801 201941 202001 202101 that the glubai c.andemic hits ecanon,:es Juts:de mai-Hand China riardlur !l'E'ri JS,;inrnCd:,.tE'riskif,to( Y riot -konore(R; Heavy melt scrap.US ;(" 'l�'Yl'r , ;:IIC('.t• !ice 54.W NS Minn. O:0:0+1l,Maw VE' ''Gse: l many Ccurnries,SC%&!ter+ ate oL.r;'es m.Fry o come • • • Page 1321 of 1884 Exhibit A mandatory.The market,s mentioning upside risk that we acknowledge but_)c'IIe:c'.s overblown T hc fear is that dl.c p t., • production cuts will set up shortages once demand comes 7.000 roaring back,We co riot Wink denial id roars b ick,bt;i.if it dors 900 e (hen the risk.isreal, E 700 Won ore: Iran arc prices h .. ri from March to kohl,tarring D 000 around$5/metric ton(S• '?r. as demand concerns finally hit the sad , • C o e name, tpert r1=�d ,e 1 yr raw 1rr�_tel. market.Frir_c•�f r him ore c;ul,lcl 17i. ti 'elan, U,h� rC. ti • 400 materials tin 2020,rime\,er,owing to a combination Of supply and 300 demand factors.On the ,l;pn y side,iron ore shipments througn 200 the first quarter,-rorfl both Australia and fallen 9,9�;'c 201601 201701 201601 201901 202001 202101 year on year lyiyl because of strong seasonal rains.As a result, -Europe - Asia ----Undedslales iron ore inventories at Chinese porrs rave fallen ic around SOB,ce'HS Ma& G2020r4mama million metric tons(MMtl,just abuve the 2019 low of 11'I MMt at - the height of the iron ore supply crunch last year. In terms of demand,we saw the temporary shutdown of Chinese manufacturing,but blast furnace capacity utilization in;nainlara China fell only 7 percentage points to 73%at the lowest point of the shutdown.As mainland China opened up again through March,iron ore demand has increased with blast furnace utillzstlor:returning to 71%in mid-April. Shipments and domestic iron ore production are improving with the second quarter,typically the years strongest,w'h:ch has herbed pull prices down to around$82,/metric ton and should pull prices lower.With the rest of the word's steel production ata standstill in the second quarter,we are forecasting prices to fall to S72/rnettric ton.Steady Chinese steel production.however.will prevent prices cashing to 2018 levels as we have seen in other commodities. Scrap:Scrap prices have tanked over the past month as the steel industries throughout the West shut down Turkish prices for heavy melt scrap fliMS)80:20,the most heavily traded grade,ter!32.3`>_,to S2101metric ton before rebounding a little to$238 on opportunistic buying.The Turkish response to COVID-19 has been less draconian and thus steel plants are still operating. Elsewhere.scrap prices look moth worse.US buying has dried up so much that quoted prices on actual transactions are hard to rand_There are indications that prices have faller to$140 or lower.These prices are designed to be so low that people stop bringing scrap to yards because no one is buying. Electric arc mills in Europe and the UiS are either closed or set to close until social.solation measures are lifted.This creates an interesting dynamic in scrap markets because a few mills wiil continue to operate.'!hese mills will continue to consume inventory at a time when little scrap generation in taking place.Manufacturing is no longer producing bushelling scrap,demolition has ceased,reducing heavy melt supply and a financial crisis will discourage consumers from trading in old vehicles to buy a new ore,thereby reducing shredded scrap supply.This may provide some support to prices during 11xe, howeverre demand to dominate forecast f to averageS163/metricn this::`iSiS. . 3rE forecasting d n a .IO 'l cat_arta prices G, US HMS at ,i:�.. Lon in the second quarter with US bushel prices to fall to $212/metric ton,$2 above our US shredded scrap forecast. Coking coal:Prices have fallen as expected mov,,ng into April.as COViD-19 caused the shutdown of the majority at blast furnace capacity in Europe:Brazil,North America,and now,more critically for Caking coal,indla There is also concern in the market that the Chinese fiscal stimulus will not drive growth in Chinese steel production over the 1 billion metric tons produced in 2019.We are forecasting imports into mainland China to fail by 6 MMt y/y in 2020 and as Indian steel is shirt down,a similar volume will rost there too.Coking coal production has in fact suffered in the first quarter,falling 4.8% y/y,which explained the rally in prices above$160.Supply is now improving again which,combiner with a near- shutdown of Western demand at least it the second quarter,has caused prices to fall to around$132/metria ton for benchmark coking clal:We are forecasting purees to average$124/metric ton In the second quarter before rallying again to around $1.7 in the third quarter as more steel capacity comes back online. Sheet:Sheet and plate have aiiiios; the sarr)e outlook.Sheet prices are dropping,and most regions have more downside to go.Association of Southeast Ascan Nations(ASEAN)prices are down to 5380/metr ic ton,and it is likely mainland China will hit the same lows.We expect mills to sell sheet below cost in every region but the United States.and even profits P.;.-. Page 1322 of 1884 Exhibit A there 1":'lll be very low Because of the t csses.i n Oft cr Idc fi^rcl ;s piaced.ncer sheet.Jtberi:se'.:'2 iOLIC fiiceiy;`ati tO caa, l:] e:leis Ir_„!I !1 hire.was h t _. .''i .r.n rehasbeenfir ;':. ti .ti a d l !� :lata t;' t" .U�'.,_- �,1:`._,._iii.:]'l(i so toe first to Li:l.s e'~.p�c1 a rapa3'ebo:L is in mairria v girl c.but a slow reCOvery to prices aid production in almost ever (]pier reit n i. Irk.l( ,r.,Europerand the united State_. Fler'-iarl'j fr;r :'f'•;l',51:CCt and tit' 'rr. r t('ri b:,..the,crash:n petroleum Fir.:es. ng ;:F i I.`tr711•P(� and pos]Iay face s te.-rp,. ar a.-. F !I-e. fectt, l.. on f, -4:('P' ISI. ..f (' c �i li P: �P. •� .d',2 crlyer CC:I`strU(C �.yrEr' 1,5'= 'C•�.IC rot he Ili i-' � :I a [liooFfulV,tf-nmrpo-z y Clis'ur tlOr t1:i':'d?VF'.1 in c,r,of u C.OiiiDany cash flcr' becomes strained,there could be slowdowns even too long-term pmjec:s.Sneet suffers acdtt r? aI harm ficur hits to consumer demand.\"n'ch nay be the last SQ.(W'to 'ec.O\ler SIlipinel:s to a utorirotive or id til Gl'E F'S vi.lf likely he weak tor l of 2020,a!though rising off toE='rC:O"h',ti-,e fourth qir rte r Plate: c`rarrly, h,t by cos:of prod ):fr . i :;sneer,we expect ills to Se; belotA cosi �vey. rpg.on but the United States.arc even there profits t. -iI be very lovy.Because of the losses tracer is an ettectrve pi's n tl.i." Othe.wiu•e'wa� i !I 5 yf lto rle'3r late 2015:este 1.4 nd China,hitfirst Ii "11 I1r l`_ I t'cul,; Cir Jt c .: i JiS. Uirl,c; \':';f,the CJV J'Z [ eat..`1: beer [t-E first t.,...rape;p,'r''r 'VVe thus expect a fairy!ap;d r'hround in n-air,;�rl(.�C h;rt bStow,ccovery to prices ar'id prndtict:on;r' ::1-n rSt every other region,ii Ice:i.r ing Euroi'e anal the?til ol[Yil St.Otts. r: 'erria'iu for bolt.sheet and plate will be iir'pac:ed severer/a the crash iii petioleuru prices. Nev citI :]e curtailed r.n t r _'ply temporarily stop,Pipeline;ro, t is h3:( iil'Igor construction period,sos-OJicnot be halted K;r Cemp(' a.ry disruption.However,as more el.2r2y Comp'an:es'cash flow becomes str,arrted there Cculc bc• stowdov i for lung-tem projects.Plate Is stronger bar sheet in that construction is a major e lei mea".et,so sierra.' should Pc'oeciefrt as government stimulus programs are•rlstituteo. Bar and rod: Far::Inc rod prices are ,'eax b.a will fall ever!POT de: nd contracts be '. of COO i_ 19.Mi nod Chill will hit button.!rt the sec.orid quarter,bit the est.Evil tile',rule will not until the th;rd quarter Prices wif he the lowest since late 1015/early 2016 and will be eownside limited only because mils will be los ng money and so will be forced to cut output.Grades that serve construction will recover more strongly than grades serving mac hinery and consumer durahies Government stimulus normally goes:crwa'rl cc r str;,ihen,so rebar benefit more Illcri flier(h 1r it bar. Steel pipe: 1 he outlook for pipe prices Inas been re::sed lowe-on'al.!ng steel 'nput costs aril mud' weaker oil and gas sects'' demand We had previojsfv ant!cipated pipe pi ccs were at or near bottom early in the first quarter.but now forecast prices tO move lower over the second and thirdCF,lat e. On ick up among suppliers �C rs 7 •'sail,. t,��tito'��._.n= a�i cn.,su I t-r••�,r.c' 7'u'' .. bend.l.from improved leverage in the weaker cemanc en JcrUr'i'1"1( '1[.At this time,we do not expect pipe prices to tail to the lows experienced during the 2015/16 ticn...ntrim.howe•ve r.pr:clig risk is squarely on the downside over I',a!text :VIC, Walters rs, //AIMco.�' .�9-� ''°:.. '•4'_ '_ L`j�� ass - s ,,,. ffic-y --- 's}� f 3 Forecast change' 2019Q4 2020Q1 2020Q2 2020Q3 2020Q4 2021Q1 2021Q2 2021Q3 2021Q4 2020 2021 Sr'-t � r arrear: •1:' 1.t" ae S'Pubdtl .-i^, Page 1323 of 1884 • Exhibit A 1:;;..;,,.F,...,,.,,,.-jfr.r:::',:.:,....7.', :,:':......:, ',..: ,, -:',.::,.-..'. v • -.. l. ... . . •,-.„..::.-:,.. .:,•,. . i::,..:(,..::,:,''.,,,,,',,',.:." ... :.,,. ,,7,'.. ...,:.,:;::.;:ii;:i,,.;:.;:.,:.. ......:',..,:':, ::V.:.?i ::`,rii Ieirifeirfl C.:"M 4., 1''.)it i-:4 fori.4.0ii ii•...\i)6 I.-. 1>-40::-•,:i '.,_!- '• :• • - . _ •.,„...;::.;;•:'..,:',... .,,:•:-'.:...;r'•.f.r....- Forecast change change* 2019Q4 2020Q1 2020Q2 2020Q3 2020Q4 2021Q1 2021Q2 2021Q3 2021Q4 2020 2021 ,....... ,------.... . . . ..... - . - . . . . . - . . , -. --. • • •, .. -_, .- - 1."..'- '1.:ti,hi T:;:,1-r.;,i 4.:.,*i;:i.,, :,,r,',11:* •nr ,F., 11,n,:,'p r'.,I. !•!• '7.:•1-la'i,;•'.. 14,14i.. Fi,'..•.i Led,,),I,..:!:'.:.../1.:11's 1 C.0.1';',1: Cf. •1i_5...:Li!J.c:r i'.i.il.:ii-..1,,J.,..,:i:4,..;-::`...,',..ttr .tv• China.S.i'n-i-lir7c ti:. i..'Cii•.-:`.'.:.;sriciit tii.' tqatii..id v.Ar-g,,.L.5,c..:shon...-:- .1D,", HD.::ilsid:i-v-,a,S;IT .•iii I- D7SIrett iii iiiiii,:iii.ii.r.yrif.•:',• or. 514'..'-onE,of(d.,Ct PriCeS MEC:a:11.1..4r'.j5 S. Mr iibi•ii ri;'.•l iticipri. litcrinZini!hi,::iis,a SitT,21f:::0'1 Pethir,,!;.5:5!:::•:*:1:•• fiftiiti:ir Fiiicitii,l'i,i n-t,-trit-tor. ni2ll:herr wf...,:,LIS,S..c.nr 1 Wirr.rod::orcyr_.$i'r'in IL....•' W.f.?,od ri.--,:sr cia-tI C K la, S:17 111,..::i'llt SI:LICIWillL U'L.c,b,firire S,-r,,,;•tr.- SvuituriA,......tc:-.,,d,`..,:,J.E.:•,,, V. Up and down arrow signals if the price forecast is more than 5%higher o lower Irian the previous forecast.Please note that the forecast is available for download in the Costs and Prices Research seclion of Connect.Data presented in the Commodity Price Watch are often interim updates to our forecast. and as such may differ from the forecast in the spreadsheet tables **Historical price sources:ArguS Source:IHS Market 5.2020 IH5 Markr. Nonferrous metals . Paga I l et i 'l . • Page 1324 of 1884 Exhibit A Changes to the forecast:The base metal forcast nave been I. iititt',.iffitTra.6-410 • . . • •• • :owcireci;.7‘.'er the nea! ter m rc.• thc,rapid dcito'ioration in 130 2.500 ons s-rce January.1.i r.ricos hc a low in the second 120 2.3013 0,-..art .r.all flit copper.5re.ov-ier in e'1st ciLlarter 61202111,0:i . 2,100 E the a‘..eragr:p!ice,ecoiced in Inst qt.alter o' 1.900 g 100 Aluminum:Lack c'any i-,ea!rrip_f..il t cuts tc::date U 1.700 I ijiUrni')..1M!-.-)c,k the v,•eakest of at base metals th-ough 202:: g° 1.500 London Metal E-...changepries have tater urdei S1.3(jC so „- 1.300 per nietnc ton,mcr•e 5200 below 0,.1e estimate of average 70 1,100 snieiror ope-atng COSTS and thetetore unsustahable eric view. 201601 201701 201601 201001 202001 202101 I his Said.pri-nary smeitei oduction has rot seen any sizable us mid„,,mr Europe(R) rulS crce January.We expe:.z arlicluncements shortly. Solo.NIS Markil 0 2O22HSMa'I..: The are 5,grs that pi?ccss may tin:111ibcnc-a-ing a bottom uturPS prices shov.,a o,!irif-r :•inr.targn vd•r:ch niakes carry trades;L-L ying sbot metal and sell-n2it.torwarcG inccrasinEi, 320 7,500 a ttraove,especially with low intPf est rates Far imizing financing 300 7.000 Costs.SCI7lin discounts are also narrowing as a lack of scrap generation ard scrap collection!..g,h;ens conditions,which may 280 6.500 soon prompt seconcla,y producers into the market for primary S 250 6,000 metal I he bottom lire.however is that vkiie we believe the. 249 5500 dc,wnsicters irr.ited,al arninum ; loo-s vve,.supplied with nnlv 220 5.000 in pi iC(41-,a..';-.,r the ri ,ar ter sec,! ttie risk in a bt.y as nccded strategy over the next quarter. 200 4.500 201501 201701 201601 201901 202001 202101 Copper: The market will record a surplus in 2020 because of Unitod Stases —Europe(R) plunging consumption in the List half of thei!,'ear,Whie this shift iSt2020 oiS 1.4.01 irt the market has undercut prices,ow caution is that a quick supply-side reaction on top of an existing weakness in mine prediction sets pi ices up for a rebound in tire second half of the year once the global economy reboots. Even thciagh LME prices recently drooped as low as S4,618 per metric ton in March.based or mine operating costs,we boilevc a susta,ned f!co,' 5 probadlycloser to$4,700 to S4,800 per metric ton.Prices have recently moved closer to.S5.60f.} Pe'metric ton on the wave of le:lip:Jr ary mine and PC,ri CIOSUres,Mich are dis7.upting the flow of concentrates into the market.Visible inventory has rispn s,rice January but :5 Still n\-•/Cr than it was at this time List yedr Even modest physical consumption growth,if accompanied by a degree of inventory restocking later this year,will lighten the market.Our bottom line is that we see prices above S5,600 by the end of this year and above$5.800 per metric ton to early 2321. Current prices look-attractive. Nickel: The forecast for prices in the second quarter o'2020 has been lowered to retiect.ecent softness.However, belies:e or.res have alrekrt,hntto:ned oul arid wIll sic,w , nove higher over tie secoric quarter aid second hail of 2020 as Chonese demand improves and production is ctirtalled Prces fe:1 to nearly SI'1,000/metric ton in are March,but stablize.-.! arid incried tHgner in early F‘pr;1.Wiril upside risk to prices ismiled given the c.urrent,...yea .ness in global demand,supply disruptions are large and mounting.Indonesia,the largest scarce of nickel ore to mainland On:no.implemented a bar.in 0-c exports that took effect in January 2020,end other key produL•rig(.'ntirtr: 55 are tempo'anly cosing mines and fac,rg other sapply&sruptions due to the C OVID 19 outbreak,helping to put a floor under prices above the level reached during tne 2015/10 market downturn 1 ightei-ong supply and slc,v,.:y improving dE.,mand in mainland C trite vonq cause prices to move higher over the second quarter and the second hall of tire year.Our view is that prices.below$12.000imerric ton on LME present a good buying opportunity. Zinc: Pr!cos under.52.000/nlettic ton are buying,opportunity.`A'nrie?inc.*demand yvill cecline in the coming months, su disruptions limit further pnce declines the seccr d quater.With PCri, now implement!nE,'martial law to Page 1325 of 1884 Exhibit A contain the spread ca COVID-19,mir E[Production frctn-i a country representing about 10c-'c:of gtc;'aal supply remains challenged in 2020.Visible,riventur;'on the London and Shanghai exchanges started. pr'I at 207,000 r etiiC tons,Vrhirh is well below the histor'cat five-year av 1ra .c of 425,000 met r c tons The c„veraee ratio r,.,entor, expressed in;'eeks or consurnptio currertl i Maids ar 2 8; cl -. 1 December, •:'e i k''elovthefive-year average Uf 4.6 n :Ck..Low~r;e;l:orp ',ii{contint.^to creme. upside p'Ice risk i1 Ucgll year-end,Global ri.Pn:si;rr.plien registered ll a! 'cnsli't':LrCnregI-tc:c: 1.I:-;t.):'%ygrowth iliJar1U.lry. t_:. sixth rc;nsec.ItAe r•.lci;lt i.y in(r'Easc. 'I(.'pnii.e•iv'(ll decele.'ate I'1 the L..rrnir.g rT nnths and IHS t."art-.:i e.KpeCtS near-zero grov:t1. in do •iIout global consumption fa! 2020 Prices a'veragc r , IlVrne tonin the` 2020with 5 F •�_ _tile et.��nd half of potential delays,mine closures,and sio:"ler'Chinese refined zinc capacity restarts being an upside risk to the near-Tern' outlook %-t.,y u f .. £... tr3', .- icr. is }: tc Ir _.-- f 4Fit'r „.. . _....d* . _ .. c ._ .__ a:; .-gt-errs _ ,47 '--.',,'� . Forecast change' 2O19Q4 2O2OQ1 2O2OQ2 2O2OQ3 2O2OQ4 2O21Q1 2O21Q2 2O21Q3 2O21Q4 20020 2021 i„r9i-.rr,rt Jat'_I`0,.4: ;n :fir: iL ;.urnhin.I!ii ', ,cine ton •Jur. •„rr 5H'E.j_.,1 r;et.IC to-i LCptcf l=..,-•. 'C -i.:1'. .e,ti C.np•:r r c:I E u ii.(h if.:on Zinc ?m_Spei-a -IigI Gracie.in-itr l_-• Zn'_I Pt-.S-;:rh c Inn life 5,IFL,-r',:=";r:•:e:_s:r, ov-,rr rr'Lci 1`tr r•„r,rt.,.I,,.- rJKkcl lit r 7!tyli t- ,^.r:i ,^(ern mti Tin i MI.5:i'•:,':, ir,n Lcau JIL.S:'r,:0-;t1C I-•', :Stairde55°reel 5taviiL Sr*Pt r.rl+ t.t,S/<_h3rr to-i • S!::Ir:?PCS Chi rt 7 f_.';F. 'ict'_tai _:&:!._.>_. _r.; hra.. ..,. icxi Ferro-ati.-•yc htolp(''MMc"'ur,,i.r;Sid States r:.'1:-. Ch,i eri,rr.,rn.,EO:'o;e:S,i". Lobdl:,Lr'tei rates`, r: 'Up and down arrow signals if the price forecast is more than 5%higher or lower than the previous forecast.Please note that the forecast is available for download to the Costs and Prices Research section of Connect Data presented in the Commodity Price Watch ere often interim updates la our forecast. and as such may differ from Ine forecast in the spreadsheet tables. "Historical price Sources:MEPS(stainless steel) Source:IHS Markit Sr 2O2O IHS Marki; Page 1326 of 1884 Ric-Man Construction Florida,Inc. 3100 SW 15th Street Deerfield Beach,FL 33442 t (954)426-1221 , ~� (954)426-1226 hh1 hh . • WeatAveNarth 491 4/17/2021: . Commodity and Subcontractor Escalation Item New Total CO 30 total Delta ^Delta Total Impart Notes Matenal Subcontract . • Quoted Escalator FlygtPumpsw/tae $ 2,202,075,00 S 2,899,219.00 5 697,144.00" See attached quotes • DI Pipe $ 704,608.00.S 526,924.00 5 177,684.00. .US Pipe Tax 7% • $ 12,438.00, • 3.6%Escalator See Producer Price Ince.Graph Precast Structures $ 1.121,725.00 S 1.082,/46.00 $ 38,979 00 ' Trench drains $ 81,681.00 $ 78,843.00 5 2,83800 Aggregates $ 597,83400 $ 572,234.00 5 20,600.00 . • _ Landscaprna rrrigatton S. 655,630.00 $ 642,500.00 5 23,1.3000 Pipe Commodities $ 935,877.00 S 903,356.00 5 32,521.00 PVC Prpe,Frttinds $ 81.427.00 $ 78,598.00 5 2,829.00 • Taxes-7%on$120,897 5 8,46300 ,0 Subcontractor Adjustments CU . toAsphalt Electrical-So Ft ltect l $ 26.016.00' Sae Quvte Compauson and Proportioning to 090 I 5 301,288.00: See un4 Pricing spread sheet from So FI Elect CJ Electrical-Benson-WTS $ 40,824.00 .See quote romparison N Total . • UH 10f5 5 1.016,626.00 5 368,128.00 . $ 101,663.00 $ 38,406.00 -a Subtotal S 1,113.289,00 5 386.534.00 CO 3%Bond&ins • $ 33,548.00 $ 11,596.00 S 1,151.837.00 5 398,130.00 $ 1,549,967.00 • • m X Cr: D • Exhibit A FRED -Producer Price Index by ConsvucUon(Partial) . J 13`' kr-3 ZOZ 1 1r2_6if) 1)S :fir, 120 11—) -oZ ; I5i 0 7 11` I o • << yr: n1- e. X 1.0 . c f CU ' tos 38 I ,.H; • 45 2010 2012 2014 2016 2016 1020 Source.U.S.Bureau of Labor Statistics fred.stlou,cfed.org Iz6 , C; 12-1 , 6, '1-Pi.t,k ". 4 • /4- _ 3 - L 1 a v' yi CO ro .m , Page 1328 of 1884 U.S.BUREAU OF LABOR STATISTICS Exhibit A Databases, Tables & Calculators by Subject Change Output Options: From: 2011 v To: 2021 e2 Include graphs L_Include annual averages More Furinnttiny potions ay Data extrctcd an Apni_15,2021(12:52:37 PMI PPI Commodity Data 1-Month Percent Chane Serfesld: WPU1017 Not Seasonally Adjusted Series Title: PPI Commodity data for Metals and metal products-Steel mill products,not seasonally adjusted Group: Metals and metal products Item: Steel mill products Base Date: 198200 a'1 1 • 0 I �1 01/11 01/12 01/13 01/14 01/15 01/16 01/17 01/16 01/19 0120 01/21 Month Download:G1 Ass War Jan fib I Mar Apr May Jon 1 Jul!'Aug:seg Od Nov41 Dec 12011_ 3.1 5.91 2.9: 2.61 0.21 -1.1 0.01 -0.1_ •0.1 -031 -0.61 -03 !20.42 5! •_ 0,3 0.71 -0.6;-0.21 •0. •231.1.8. -2.7 13:•2.1+ -1.0� 0.T •20131 -0.3 -0.81 •0.6` 0.3! -L2' -0.21 0.4 •0.11 -0.3 0.81 1.01 0.4 :20141 0.6; 0_A• -0.7; 0.8 0.5 0.41 0.1' 0.3 0.i -0.31 -OS, -1.0 •2015 j -1-2 -2 T 1 -1.9 -3.1. -2.1, -03 -0.7.'-0.81.-13 L-2,01 •2.91 -2.3. :.201.61 2016 1 -0.91 -0.81 -0.1! 2.4' 3.7: 2.21 1.5. 1.71' -0.9 -1.4; -0.4' 1.4 . '20171 2.4( 2.8. 1.8 0.81 1.4 0.31 t 1.5 -2.8`:. 0.51-0.8; -0.9' 0.5• 1.2011 0.2.I 0.21 2.2 2.2 2.51 4.0: 2.6 1.8' 2.1' 13'-0.B; 0.1= -0.6 12019 -1.0 .2.51 0*-1.61 -0.81 -1.9.-2.61 -1.4; -0.6 -1.1; -2.3; -1.5 2020 -0.1 0.1 1 0.7'.0.71 -2.61 A.6:4.41-1.81 0.1 1.6 2.4 3.4(P) 2021'5.2(P)', 11.8(P)1 17,6(P) j P:Preliminary.All indexes are subject to revision four months after original publication. U.S.BUREAU OF LABOR STATISTICS Postal Square Building 2 Massachusetts Avenue NE Washington.DC 20212.0001 Telephone:)-20'2-691-i10U,Federal May Se:rice:1-800-877-$339-wvivdt,g9I Contact Us Page 1329 of 1884 U.S.BUREAU OF LABOR STATISTICS Exhibit A Databases, Tables & Calculators by Subject Change Output Options: From: 2011 v To: 2021 V C1 include graphs •Include annual averages More Fomite!t incl pig ign}r� • Data extracted on.Apr i 15.2021117:53'27 PM) PPI Commodity Data 1-Month Percent Change Series Id: WPS081 Seasonally Adjusted Series Title: PPI Commodity data for Lumber and wood products-Lumber,seasonally adjusted Group: Lumber and wood products Item: Lumber Base Data: 198200 20 a 1. a• c ♦ • a L • Y lr 02/14 02115 02/16 02/17 02118 02/10 02120 02/21 o•10 nth Download:Q) as Year', Jan Feb I Mar ;Apr'May Jun Jul Aug.Sep Oct Nov Dec 2014 1.2- 1.0 -0.8; 0.3. 0.9 0.6' -0S L71-_L9 -0.9, -0.7 2015' -0.6_• -2.1 -2-0 -0.6: -_2,4 0.8, 1.6 -23. -1.9 0.7 2.0 -1.1 ;2018 0.8 -1.5 0.7' 2.5 0.1 1.0' 0.6 03 0.0 0.9 -0.11 0.1 2017 0.0' 1.9 0.0; 2.0` 0.4 -0.18 0.4 2.0, -0.2 2.5 1.0 -0.1 '2018, 0.7 3.6 0.51.0.8 3.8' 3.01-2.6 •6.9 -1.1;-5.0 -1.8 1.3 2019 1 -0.6 i 1.3 -1.9 -8.4.i -LS -L61 2.1 -0.9 1.4 0.1: 0.5 1.2 2020 I _-0.2 1.1 22 -7.8 i L5 17.6 7.0 11.5.19.8 -5.1; -11.8 10.0(P) 2021 i 11.1(P) 4.6(P) 6.2(P) P:Preliminary.All indexes are subject to revision four months after original publication, U.S.BUREAU OF LABOR STATISTICS Postal Square Building 2 Massachusetts Avenge NE Washington,DC 20212.0001 Tekphone:1 202.651-5200- Federal Relay Servire:l-BDG-877-6339_Wvre.0ls.gox Contac LF • Page 1330 of 1884 —A— U.S.BUREAU OF LABOR STATISTICS Exhibit A Databases, Tables & Calculators by Subject Change Output Options: From: 2019 Y To: 2021 Y el include graphs fl include annual averages morn Formatting(lotions T Data extracted on:Apr I;152021(12:55:01PCI) PPI Commodity Data 1-Month Percent Change Series Id: WPS081 Seasonally Adjusted Series Title: PPICommodity data for Lumber and wood products-Lumber,seasonally adjusted Group: Lumber and wood products Item: Lumber Base Dabs: 198200 2 0 o , 0 01119 04119 07/19 10119 01/20 04120 07;20 10/20 01/21 Month Download:al siss •• •• - •-•••-- • . • Jan Feb i Mar Apr:May:Jun I Jul Aug Sep Oct Nee DOC 2019 -0.6 1.3 -1.9 -0.4 -1.S,-1.6• 2.1 401 1.4 0.1'" 0.5r; L2. 2020. -0.2 JAL2.2.1-7.61_23L 7.6 7.0 11,51 19.8 -1L8110.0(P) 2021'11.1(P) 4.6(P);6.2(P)! ; • • P:Preliminary.All indexes are subject to revision four months after original publication. U.S,BUREAU OF LABOR STATISTICS Postal Square Building 2 Massachusetts Avenue NE Washington,DC 20212-0001 1efoohone:1-20/591-5200_Federal Relay Service!)-800-$77-B339 yoww,b15,ggy Contact us Page 1331 of 1884 •we = U.S.BUREAU OF LABOR STATISTICS Exhibit A Databases, Tables & Calculators by Subject Chanp OutpUt Options: From: 2019 v To: 2021 v 0 include graphs ..include annual averages in 0 OPt jun'mil' Data tistiat tee or:Auiii 15.2021 12 5 46 PM,, PPI Commodity Data 1-Month Percent Change Series id: WPU1017 Not Seasonally Adjusted Wes PPI Commodity data for Metals and metal products-Steel mill products,not seasonally adjusted Group: Metals and metal products Item: Steel mill products Base Date: 198200 trr I 01/19 04119 07/19 10/19 01/20 04/20 07/20 10/20 01/21 1.401":!, Download:al 5sa rear Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 1019 -1.0 j -7.5 0.1 -1.6 -0.8 .1.9I.2.6, -1.4 -0.6 i-1.1 -2.3 -1.5 •2010 -0.1 I. 0.1 0.7 .0.7 -2.6 -O.6 -0.4 -1.8 0.1 1.6 2.4 3.4(P) 2021 5.2(P) 11.8(P) 17.6W) P:Preliminary,All indexes are subject to revision four months after original publication. U.S.BUREAU OF LABOR STATISTICS Postal Square Building 2 Massachusetts Avenue NE Washmoton,DC 20212-0001 IelephGnc:: 202 691 1200_Federal Relav Serv,ce:1-10C1-877-8339 y.Wor.Ols gn2/ Cr.Intact LJ Page 1332 of 1884 • 4114121 South Florida Electrical Consultant, Inc. WEST AVENUE-NORTH PROJECT•SIGNALIZATION AND LIGHTING QUANTITIES SIGNALIZATION ITEM NUMBER DESCRIPTION UNIT DTV EST. INCREASE AMOUNT 0630-2.12 CONDUIT,FURNISH&INSTALL,DIRECTIONAL BORE FOR SIGNALS,INCLUDES OPEN TRENCH!INSTALLATION LF 4500 +,•;i+c w!1 PJ t]nl 06355-2-I1 PULL&JUNCTION BOXES,FII,13`X 240 FOR SIGNALS EA 7$ 5:: ,,i ,r 1 7 0649.31.103 MAST ARM.F&I.WIND SPEED.SINGLE ARM,WJO LUMINAIRE EA 12 59;f.ij Sld`�L;'7II tiM1 0670-6-120 TRAFFIC CONTROLLER ASSEMBLY.F&I.170 - AS 3 Sa'isl11•i; S7 SiEt Or! • Not Included: , 5130.750 7A Rectangular Rapid Flashing Beacon(AC powered or Solar) VehICla Detectors system LIGHTING ITEM NUMBER DESCRIPTION UNIT QUANTITY 0715.1-12 LIGHTING CONDUCTORS,l5-&l,INSULATED, NO.6 LF 62190 Sty tai 0715-1.14 LIGHTING CONDUCTORS.FIE INSULATED,NO 1 LE 1500 JI.5tl ci alts!:0 0030.2-12 CONDUIT,FURNISH&INSTALL INCLUDES OPEN TRENCH INSTALLATION LF 40,667 Ti I, • 0035-2-11 PULL S JUNCTION BOXES,F&I,13'X 24-FOR LIGHTING EA 2D9 ::7 rIry Notes'. &';.4.1;.",�. N 101170.537.35 the loopassemhlles 107 the EB apploach to Alton Rd 8115th St.16111 St,&Lincoln Rd erequire replacornem. 1170.537.35 In CD [ DELA ( 1301,286.09 G) Ci) 0) 0 03 03 • m X v= Exhibit A US U.S. Pipe&Foundry Company, LLC !IPE PIPE Two Chase Corporate Drive, Suite 200 Birmingham,AL 35244 ' FABHiLAI,Or "' Sales Manager: Allred, Sean Phone: 727-249-8809 Email: sallred@uspipe.com Attn: Chris Bottome Date; 9/17/2019 Quote#: 162962 Revision#: 0 Bid Date: 9/30/2019 City, St: FL Engineer: Addendums: / Location: Project: West Ave. North RFQ ID: The EXPIRATION date for this-quote is: 10/17/2019 I Qty IN Description Length Weight Price Total Price 1 670 FT 06"MON DIP CL52 20'NOM BCL/AC(D) 13,635 $13.38 $8,964.60 2 248 FT 08"MON DIP CL52 20' NOM BCL/AC(D) 7,093 $18.80 $4,662.40 3 7030 FT 12"MON DIP CL52 20' NOM BCL/AC(D) 332,519 $31.10 $218,633.00 4 3106 FT 20"MON DIP CL52 20' NOM BCL/AC(D) 276,434 $58.52 $181,763.12 5 33 EA 06"FIELD LOK 350 GASKET(I) 20 $51.68 $1,705.44 6 12 EA 08"FIELD LOK 350 GASKET(I) 13 $69.99 $839.88 7 351 EA 12" FIELD LOK 350 GASKET(I) 737 $101.65 $35,679.15 8 155 EA 20" FIELD LOK 350 GASKET(I) 649 $329.29 $51,039.95 Quote Totals: 631,099 $503,287.54 r a z2 i 0z.4 rC 9/20/2019 7:59:29 AM Page: 1 of 5 Page 1334 of 1884 Exhibit A US US U.S.Pipe&Foundry Company, LLC �'=i'_�-'� Two Chase Corporate Drive, Suite 200 Birmingham,AL 35244 I iABWICAT OM PE Sales Manager: Allred. Sean Phone: 727-249-8809 Email: sallred@uspipe.com Attn: Chris Bottome Date: 3/30/2021 Quote#: 162962 Revision#: 1 Bid Date: 9/30/2019 City,St: FL Engineer: Addendums: Location: Project: West Ave. North RFQ ID: The EXPIRATION date for this quote is: 9/26/2021 I Qty Description Length weight Total Price 1 670 FT 06"TYTON DIP CL52 20'NOM BCL/AC (D) 13,635 $19.28 $12,917.60 2 248 FT 08"MON DIP CL52 20' NOM BCL/AC(D) 7,093 $27.21 $6,748.08 3 7030 FT 12"MON DIP CL52 20' NOM BCL/AC(D) 332,519 $45.17 $317,545.10 4 3106 FT 20"TYTON DIP CL52 20' NOM BCL/AC(D) 276,434 $85.44 $265,376.64 5 33 EA 06" FIELD LOK 350 GASKET(I) 20 $59.06 $1,948.98 6 12 EA 08" FIELD LOK 350 GASKET(I) 13 $79.99 $959.88 7 351 EA 12" FIELD LOK 350 GASKET(I) 737 $116.18 $40,779.18 8 155 EA 20" FIELD LOK 350 GASKET(I) 649 $376.34 $58,332.70 Quote Totals: 631,099 $704,608.16 3/31/2021 7:11.30 AM Page: 1 of 5 Page 1335 of 1884 Exhibit A rII FABRICATION 3203 W 84 Street,Hialeah,FL 33018 OUSF Office 309.364.8200 I Fax 305.882.1577 AN EAGLE MANLlFACTURWG COMPANY TOY Free 800.258.8873 www.usffab.com March 15,2021 Dear Valued customer As you may already be aware,pricing for steel and stainless steel of all types has been rising steadily for the past year.We have been able to absorb much of these Increased material costs through our purchasing of futures contracts on material used for the higher volume products we produce. Unfortunately,due to the unprecedented spike in steel material cost in the past 4 months,along with longer long lead times for these same materials,we have no other option but to increase pricing on Steel and Stainless Steel Products. Effective Immediately all quotes for steel and stainless steel products will be held for 30 days only.Any existing quotes will be honored through their expiration date or the end of April 2021 whichever is sooner. We will continue to closely monitor the metals markets In the coming weeks and determine the best way forward with regard to price increases on steel and stainless steel products in order to minimize the impact of these increases. Prices for the aluminum hatches and other aluminum items will remain the same at this time. As an important USF Fabrication partner we are committed to working with you to provide you with the best combination of service,quality products and competitive pricing in the industry,and insure the continued growth of both of our companies in these challenging times. Sincerely, USF Fabrication,Inc. jegatt,,,, Jeff Allen—Operations and Sales Manager Page 1336 of 1884 Exhibit A ��Z, Xylem Water Solutions USA Inc. / Flygt Products a xylemr)-and 15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561.848-1299 April 16,2021 RIC-MAN CONSTRUCTION FL INC 3100 SW 15TH ST DEERFIELD BEACH FL 33442 Quote#2019-W EP-0815 Project Name:(1) Lincoln Road Xylem Water Solutions USA, Inc. is pleased to provide a quote for the following Flygt equipment. West Ave PS Qty Description 7N1 is j 7 1 0 ct cU 6 PL7065,63,840, 523mm 22 deg,43-30-8AA, 135HP. 715 drive unit,460V, 7' D , / 2 G 2 , 0 " 60Hz, Mas 711, S3x70+3x35;3+2S92x.,5)175ft,S12, 1,5 175ft vl I— G2 i Shaft: AIS1 431 Stainless Steel Zinc anodes attached on pump&drive unit 1 S "7 1 '9 t 6 FW3S620G 20'X5/8" LIFT CHAIN+316SS 1 Fully Integrated VFD Control Panel for 6 pumps. Includes NEMA 4X 316SS Modular enclosure.MultiSmart Pump Station Manager for control & future ~�1'• SCADA. Primary Level Pressure transducers with back up Float logic. Air Conditioned enclosure with separate Emergency Backup Generator Receptacle. 6 BASE UNIT/PANEL ASSEMBLY MAS 6 TRANSFORMER,CURRENT 300:1 12 SENSOR,ENM-10 0.95-1.1 65' 6 HOLDER,CABLE HEAVY DUTY 316SS 10 60"X 60"Frame Opening Alum AHD Hatches 6 48"X 60"Frame Opening Alum AHD Hatches 2 78"X 78"Frame Opening Alum AHD Hatches 6 USF 230-AA 41 1/2"'Ring w/Cover 7 48"X 84"Frame Opening Alum ARID Hatches 1 56"X 88"Frame Opening Alum AHD Hatches 1 50"X 51"Frame Opening Alum AHD Hatches 3 USF 230-AA 49 I/2"'Ring w/Cover 4 START UP,FLYGT,NO TAX 1-TP MODELS: 3000,7000,8000 6 SS316 Pump Tube 32" OD x 23'-6" I.G with Side Discharge 32" OD x 34" LG from'Tube CL 6 SS316 Formed Suction Intake for 32" Pump Tube 6 Wall Brackets SS 316 Pump Tube Wall bracket 6 CABLE ENTRY UNIT 6 GRIP,CABLE SS 19-24MM 6 GRIP,CABLE SS 25-36MM 6 HOLDER,CABLE 304 6 P!PE,SQUARE 304 L=860MM 12 EYE,LIFTING UNIT 6 EYE,LIFTING UNIT 6 WIRE UNIT 12 PIPE UNIT xylem FISASftNdfe1884 Exhibit A FI. j Xylem Water Solutions USA Inc. / Flygt Products a xylem brand 15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561-848-1299 Total Price S 2,709,550.05 Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA.INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. Taxes: State. local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite-Full Freight Allowed(per Incoterms 2020) Terms of delivery: PP/Add Order Position Delivery lead-times may be impacted by the current COVID-19 virus pandemic relative to transportation logistics. Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to the jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 45 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of Seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http:/rwww.xylerninc.com/en-usiPaaes/terms-conditions-of-sate_aspx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. Please feel free to call if you have any questions or if you require assistance. Sincerely, xylem pbolInvyiltir.84 Exhibit A ]E,ITGr Xylem Water Solutions USA Inc. I Flygt Products a lQm bran 15132 Park of Commerce Blvd.Suite 102 Jupiter,Florida 33478 Phone:561-848-1200•Fax:561.848-1299 Deborah Scanlon Rick Reyes Inside Sales Engineer Sales Representative deborah.scanion@xyleminc.com IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Adyrass Accepted By: Print Name: Date: xylem P43oft11384 Exhibit A GENERAL ASPHALT CO.,INC. - 4850 NORTHWEST 72ND AVENUE J. A HALT MIAMI, FLORIDA 33166 - TELEPHONE:(305)592-3480 FAX:(305)477-4675 To: Ric Man Construction Contact: Dan Address: 3100 SW 15th Street Phone: (954)426-1221 Deerfield Beach, FL 33442 Fax: Project Name: West Ave Design Builds Bid Number. Project Location: Bid Date: 1/4/2017 Item# Item Description Estimated Quantity Unit Unit Price Total Price 1 MOBILIZATION 4.00 EACH $3,500.00 $14,000.00 2 1 Inch SP 9.5 Asphalt Roadway First Lift(NORTH) 39,388.00 SY $6.00 $236,328.00 3 1 Inch SP 9.5 Asphalt Roadway Final Lift(NORTH) 39,388.00 SY $6.25 $246,175.00 4 1 Inch SP 9.5 Asphalt Roadway First Lift(SOUTH) 19,945.00 SY $6.00 $119,670.00 5 1 Inch SP 9.5 Asphalt Roadway Final Lift(SOUTH) 19,945.00 SY 25 $124,656.25 9 IQ g► •12-r1 i 2 Total Bid P ce: $740,829.25 Notes: r U 3.�7 C�x^1 /1'. 119• The above prices do not include Performance and Payment Bond,Add 2%if bond is required. L. ^ tl • The above price does not include MOT. -� r i+11 c'� ) �) • The above price does not inlude any Layout. ' The above price does not include Sawcutting ' The above price does not indude any Testing. ... • The above price does not include As Builts. Y 41 L t -��`7 ' The above price does not include Striping ,1 7 9 • The above prices do not include Permits. G y)e) Q 74- Z • The above prices do not include Protection of Brick Pavers or Stamped Concrete J 9 ' The above prices do not include Quality Control(QC) ... _ • The above prices are good until • New asphalt pavement is subject to tire tracks and marking. GAC is not responsible for these issues. U ) U ' Unless indicated otherwise,this proposal is based on average thickness of asphalt,not minimum thickness. �5 Al • This proposal Is may be withdrawn by GAC if not accepted within(30)days. 'L. 1 r • Final payment will be based upon actual quantities installed as determined by field measurement after completion. • GAC shall not be responsible for reflective cracking,birdbaths,drainage problems,or settlement of new asphalt overlay due to the existing asphalt • Any Punch List items must be submitted in writing. No repairs will be made until 90%of the invoice amount has been paid. 1/I , l • GAC shall not be responsible for birdbaths or water flow when projects are designed with less than 1%fall. / ' Customer agrees to pay asphalt over-runs at a price of$100.00 per ton • Customer agrees to pay for asphalt leveling at a price of$ 125.00 per ton • This quote is based on the bituminous and materials Index from the Florida Department of Transporation for liquid asphalt. GAC shall be compensated for any increase in excess of the current month's index at the time of the asphalt placement. • No Under Roof paving is included unless specifically stated in the proposal! • No behind the curb paving is included unless specifically stated in the proposal! • J `rte p ' � b �G TU 0 11 Dp i 's., '1 /Jt e 74 0 f 7L. 7U X 61 1 1/4/2017 3:35:14 PM Page t of 2 Page 1340 of 1884 Exhibit A GENERAL ASPHALT CO., INC .NE :, 4850 NORTHWEST 72ND AVENUE ASPHALT MIAMI, FLORIDA 33166 TELEPHONE:(305)592-3480 FAX:(305)477-4675 To: Ric Man Construction Contact Tyson Address: 3100 SW 15th Street Phone: (954)426-1221 Deerfield Beach, FL 33442 Fax: Project Name: West Ave Design Builds Bid Number. Project Location: Bid Date: 4/19/ 1 Item# Item Description Estimated Quantity Unit Unit Price Total Price 1 MOBILIZATION 6.00 EACH $3,500.00 $21,000.00 1.1 Prime And Sand 59,333.00 SY $0.55 $32,633.15 2 1 Inch SP 9.5 Asphalt Roadway First Lift(NORTH) 39,388.00 SY $6.50 $256,022.00 3 1 Inch SP 9.5 Asphalt Roadway Final Lift(NORTH) 39,388.00 SY $6.80 $267,838.40 4 1 Inch SP 9.5 Asphalt Roadway First Lift(SOUTH) 19,945.00 SY $6.50 $129,642.50 5 1 Inch SP 9.5 Asphalt Roadway Final Lift(SOUTH) 19,945.00 SY $6.80 $135,626.00 Total Bid Price: $842,762.05 Notes: • The above prices do not indude Performance and Payment Bond.Add 2%if bond is required. • The above price does not indude MOT. • The above price does not inlude any Layout. • The above price does not include Sawcutting • • The above price does not include any Testing. • The above price does not Include As Bulks. • The above price does not include Striping • The above prices do not indude Permits. • The above prices do not include Protection of Brick Pavers or Stamped Concrete • The above prices do not indude Quality Control(QC) • The above prices are good until • New asphalt pavement is subject to tire tracks and marking. GAC is not responsible for these issues. • Unless indicated otherwise,this proposal is based on average thickness of asphalt,not minimum thickness. • This proposal is may be withdrawn by GAC if not accepted within(30)days. • Final payment will be based upon actual quantities installed as determined by field measurement after completion. • GAC shalt not be responsible for reflective cracking,birdbaths,drainage problems,or settlement of new asphalt overlay due to the existing asphalt. • Any Punch List items must be submitted in writing. No repairs will be made until 90%of the invoice amount has been paid. • GAC shall not be responsible for birdbaths or water flow when projects are designed with less than 1%fall. • Customer agrees to pay asphalt over-runs at a price of$100.00 per ton • Customer agrees to pay for asphalt leveling at a price of$125.00 per ton • This quote is based on the bituminous and materials index from the Florida Department of Transporation for liquid asphalt. GAC shall be compensated for any increase in excess of the current month's index at the time of the asphalt placement. • No Under Roof paving is inducted unless specifically stated in the proposal! • No behind the curb paving is included unless specifically stated in the proposal! 4/19/2021 2:42:51 PM Page 1 of 2 Page 1341 of 1884 Change Order #1 Exhibit A Benson Electric, Inc. 10475 SW 186th Street Miami, Florida 33157 (305)235-06741 Fax (305) 235-4690 R1CMaI1 Project: West Avenue Pump Station West Avenue& I 7St • Construction Miami Beach,Fla April 19, 2021 Original Lincoln Road Pump Station $ 297,673.00 Updated West Avenue Pump Station $ 190,651.00 r1 1 C C C 3 3 i* I'1 (c0 _t� L Update total $ 488,324.00 z4, 1 40,C , t: -4 4" tiy � p A A 4i' clef_ 4( af We propose to furnish materials and labor in accordance with the specification above for the sum of S 488,324.00 Payment same as existing proposal, due as per billing. All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. An} alteration or deviation from the above specification involving extra costs will be executed only upon the issuance of written change orders,and will become an extra charge over and above the estimate. All agmements an:contingent upon strikes.accidents or delays beyond our control Owner to carry fire,tornado and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance Authorized Signature Acceptance Signature James H. Clark, Jr. Benson Electric, Inc. The above prices,specifications and conditions are satisthctvey and are hereby accepted. You are hereby authorized to proceed with the work as described. Payment shall be as specified. Page 1342 of 1884 Benson Electric, Inc. ELL('FRUCAL C OV R.e itblt A 10475 S.W. 186111 STREP.h FC13003676 CC 0300 M11A\11, FLORIDA 33157 City of Miami Beach West Avenue Pump Station Electrical Scope Ric-Man Construction, April 19,2021 We are pleased to provide your firm with a proposal to perform electrical work for the project referenced above. Our proposal is based on the 60%project plans and specification package,Division 160000.and any addendum prior to bid date with the following conditions applicable: 1) Bond premium is not included. 2) Site,surface,pavement.concrete,landscaping,sodding,seeding,fetish restoration and'or patching and painting shall be by others, 3) Equipment housekeeping pads removal, install and conduit protection curbs shall be by others. 4) Any Utility fees and consumption for this project arc excluded. 5) Does not include temporary power 6) All trenching and backfilling to be by.others. 7) Includes removal of 4 street lights. 8)Does not include removal of Comcast Utility Box. 9)Includes removal of existing meter&concrete pole,does not include reinstallation. 10) Pump Station Control Panels.MCC,VFD's.pump motor term boxes,control term boxes to be furnished by others installed by B.E.I. 11) All Instrumentation,PLC,FIT's,PITS,FSL's,Floats,special mounting hardware,sun shade or any other related items to be furnished and installed by others. 12) Generator,ATS,E-stop to be furnished by others,B.E.1. to install ATS& E-stop.generator to be installed by others. 13)B.E.1. to furnish and install Main Disconnect Switch,Meter Can,and transformerT-1. 14) Does not include furnishing or installing any street light(s).signalization or FPL duct bank relocations. 15) Site cleanup for our operations is included to an on site dumpster provided by others. 16) Does not include wind load calcs. 17) Does not include permit fees 1 costs 18) Does not include prevailing wages. 19) All work to be done during normal working hours. We appreciate the opportunity of providing you with this proposal. Please do not hesitate to call if you have any questions regarding our proposed scope. Atme4 1. 0444 pt. Academe Benson Electric.Inc. Updated Bid Total $ 488,324.00 Plr�ni f3u51��51 31ty4 Pruni( jirini'e_33(61mh;•LI'u(h,nci Fa.:005)235-4ti)II Page 1343 of 1884 Ric-Man Construction Florida,Inc. 3100 SW 15d'Street Deerfield Beach,FL 33442 i1 (954)426-1221 iii f* ;..'—w�- (954)426-1226 . West Ave 090/091 ,Escalation RMCF Direct labor 4/13/2021 90' 91 Item Hours Cost 'Hours ,Cost Comments Base Contract 23,762: 5 1,019,810.00 50573; 2,157,261.00 . CO3B #11/23-labor escalation $ 66,028.00 'E $ 114,825.00 #5117-10 year Storm water 7,361 $ 372,194.00 : 12,150' $ 610,694:00 '#16-Alton Ct 1028 $ 16,865.00 ' ; #15-Rear to Front 1 $ 45,862.00 . ,#6118 0 $. - , 2453 $ 141,781.00 #1/14-Gen sets 3433' 5 199,037.00 1 3433 $ 200,101.00 .#14-Lincoln Rd PS 323 $ 16,865.00 #2-Alton CT 95 $ &,141,00 #4-6th St Side walk 53. $ 3,120.00 1#3-Alton CT re-surfacing 385; $ 37,714.00 : -0 ... . . cc) . m Sub Totals 36,117 $ 1,720,909.00 : 69,871 S 3,287,389.00 ca 130 Months at 3%per year 10.25%per month).7.5%1-091 246,554.00 June 2022-January 2025 127 Months at 3%per year(0:25%per Month=6.75%-090 $ 116,161,00 March 9,2021-July 4,2023 o , 1 co New CO Escalation 24 Months at 3%per year-6%-091 14,347 $ 747,978.00 42,242 $ 2,152,147.00 ' Jan 2023-Jan 2025 _. . . . . $ 129,128.00 6 months at 3%per year(0.25% per month=1.5%)-090 $ 11,370.00 Jan 2023-July 2023 . Total $Escalation . -. ;.S 427,531.00 375,682.00 376 Bond&Ins $ 3,826.00 $ 11,270,00 ;Grand Total ' $ 131,357.00 $ 386,952.00 m x a D Bureau of r Statistics Employment, Hours, and Earnings from the Current Employmen Original Data Value Series Id: CES2000000003 Seasonally Adjusted Series Title: Average hourly earnings of all employees,construction, Super Sector: Construction Industry: Construction NAICS Code: 23 Data Type: AVERAGE HOURLY EARNINGS OF ALL Years: 2011 to 2021 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 25.46 25.44 25.34 25.38 25.35 25.35 25.36 25.46 25.49 25.49 25.44 25.49 2012 25.50 25.55 25.66 25.65 25.69 25.71 25.75 25.77 25.86 25.84 25.95 25.95 -u 2013 25.96 26.03 25.98 26.03 26.04 26.09 26.17 26.19 26.17 26.18 26.25 26.38 m 2014 26.41 26.76 26.48 26.56 26.61 26.67 26.66 26.73 26.81 26.86 26.92 26.87 2015 27.07 27.12 27.24 27.28 27.32 27.34 27.36 27.44 2735 27.52 27.67 27.62 2016 27.66 27.75 27.87 27.97 28.08 28.12 28.20 28.20 28.21 28.42 28.35 28.43 0, 2017 28.53 28.52 28.61 28.61 28.73 28.89 28.95 29.00 29.16 29.12 29.22 29.30 2018 29,.39 29.54 29.49 29.66 29.71 29.78 29.95 30.02 30.19 30.25 30.28 30.46 oo 2019 130.331 30.43 30.50 30.63 30.70 30.74 30.76 30.88 30.89 31.00 31.12 31.16 2020 31.23 1.36 31.37 31.38 31.50 31.63 31.74 31.82 31.82 31.87 31.97 32.09 2021 32.22 32.33 ?. 3 Z Fr- 1 1. 'C �� 1j J 1x1' rn iT 74: Source: Bureau of Labor Statistics Generated on:March 26,2021(03:36:17 PM) EXHIBIT B �C 3100 SW 151}1 Street Deerfield Beach, Florida 33442 MELD now' Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach May 11, 2021 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090 - South Subj: Change Order Review- RMCF Submission dated April 21, 2021 CMA Comment Sheet Received 4/28/21 Revision#1 10 Year Storm Piping&Structures $ 1.012.455 Water Quality $3.592.652 Commodity&Subcontractor Escalation $347.003 RMCF Labor Escalation $131.072 Time Extension 1588 Cal Days Sabrina, In response to the change order review conducted yesterday 4/28/21 wherein RMCF received CMA's comment sheet(attached)we offer the following response and clarifications to our proposal sent on 4/21/21. RMCF revises its original submission dated 4/21/21 to account for errantly including 2.1B pricing from the 8/7/19 proposal in the evaluations and certain reductions in rebar,redimix quantities based on further developed WQ design,commodity and labor escalation was revised accordingly. Pump Station Design-Items 1-4 Comments have been sent to CES for formal response and will be submitted to the City under separate cover. Storm Drainage Design 2016-KB 60%,Phase II North of 14th Street resubmittal dated 4/2/21 and Change Order Submittal. Item 1-See comment C below. Item 2 -Commodity escalation was detailed in RMCF's proposal letter with documentation provided on escalations from the U.S Bureau of Labor Statistics which confirms at least a 3.6%average increase in pricing January 2020 through February 2021.This factor was applied to specific commodities shown on the submitted spread sheet. Escalations quoted by Subcontractors and main/critical suppliers such as Flygt pumps, DI pipe,Asphalt and R I C - M A N CONSr K Page 1846 041884 FLORIDA , I N C . EXHIBIT B 3100 SW 15th Street cO FL_,C, Deerfield Beach, Florida 33442 aE ,`� !_ Office:(954)426-1221 Fax:(954)426-1226 Electrical where direct quotes from RMCF's suppliers under contract presently and are listed separately. These submissions reflect the most up to date pricing available. Item 3 -Utility relocations are shown on the 60%WQ Drawings submitted under separate cover for each location.The majority of relocations are CMB utilities. Item 4- Labor escalation was provided at 3%and deemed reasonable.The hours provided are actual anticipated work hours for RMCF labor for the base and changed work escalated at.25%per month taking into account CO 3B escalation already approved. The 0.25% per month factor was extended to substantial completion. (see submitted spread sheet for dates and calculation.) Previous labor escalation is contained under item 11 of CO 3B and totaled$66,026 for direct labor trades. Item 5-See Item B below Item 6-RMCF will re-organize to the City's format(template) at your direction upon approval of the Change Order amount including scope clarifications contained therein. Item 7-The full 60 % submittal of the WQ wells will be submitted shortly under separate cover.The 30%drawings which depict the location and arrangement of the wells including mechanical and electrical details have been submitted to e-builder. Item 8- Detail of the connection to the trunk lines are shown on the details provided in the 60% drainage submission. Other items: A- RMCF has revised the cost sheets to designate the applied 5%Subcontractor mark- up and 10% RMCF mark up,accordingly. B- RMCF attaches back-up for the Bond and Insurance premium re-calculation of 1.51%. C- Conflict structure costs have not been included in either the August 7,2019 proposal (not acted upon by the City) or the current pricing which supersedes the August 7 proposal due to the fact that FPL has not settled on relocation or payment to RMCF for installing these conflict structures. Further CO 3B item 17 did not contemplate conflict structures since the utility plan was in its infancy at the time of submission and pricing was based solely on AECOM's drainage map. In either case, either FPL relocates their ductbank with others or pays RMCF for the new conflict structures under a contract arrangement. R I C - M A N C o s s t R Rage 1 h47 ob 1884 F L O R I D A . I N C . EXHIBIT B *644 3100 SW 15th Street 04, Deerfield Beach,Florida 33442 °c ,Eco woof, Office:(954)426-1221 Fax:(954)426-1226 D- The Drainage Piping was re-calculated based on our incorrect assumption that the 2.1B proposal dated 8/7/19 was an actual Change Order. 2.1B was never acted upon by the City as a change.The final charges have been adjusted off of CO 3B item 5. Please contact me if you require additional information. Sincerely, Michael R. Fischer,COO Ric-Man Construction Florida, Inc. Attachments: - CMA West Ave C.O. Review Meeting Comments RMCF's Performance and Payment Bond Rates - Brown&Brown Policy Premium Summary - Commodity&Subcontractor Escalation 5/11/21 - RMCF Labor Escalation 5/11/21 - Revised Cost Spread Sheets(WQ&Drainage) Rev 1 - 5/11/21 - Quantity Spread Sheet-Structures CC: Danny Mancini Tyson DiPetrillo Dan LaCross Rafael Vega Jose Caraballo Jorge Rodriguez Nick Karpathy-Chen Moore R I C - M A N C o N s r a Rage 1 S48 o61884 FLORIDA , I N C . EXHIBIT B 2103 Coral Way,Suite 401 Miami,FL 33145 Office;+1(786)497-1500 chen moore and associates WEST AVENUE STORM DRAINAGE DESIGN CHANGE ORDER REVIEW MEETING COMMENTS 4/2812021 GENERAL COMMENTS: PUMP STATION DESIGN—60% SUBMITTAL DATED 3/22/2021 1. Need to Clarify heading on sheet PS-MOI "Pump Design Criteria"and "Pump System Design Notes", what pumps they are referring to (primary pumps and sump pumps). 2. The plans show five(5) primary pumps with one(1)backup pump at 19,750 GPM (44 CFS), what is the Pump Station Maximum Flow based on? 3. Drainage well conductivity is given as 500 GPM/FT of Head. Has this value been verified? Has a Reasonable Assurance Report been done to justify the assumed flow? Please advise. 4, Cannot determine if the proposed well design is providing an adequate bypass with a design elevation of 6.50 FT-NAVD. Please provide. STORM DRAINAGE DESIGN 2016-091—KB 60%, PHASE II NORTH OF 14TH STREET RESUBMITTAL DATED 4/0212021 and CHANGE ORDER SUBMITTAL 1. First and foremost, this submittal is a compilation of documents put together that do not have the format, or organization that we need in order to create a Change Order. Provide a Request for Change Order document with Exhibits numbered and organized. 2. Material escalations can vary from time to time and even day to day and are subject to revisions up to 4 months after estimated. Projects of this magnitude can command a better negotiated price with suppliers that does not always include the higher of the average increases. Please provide the most up to date pricing available with this submittal. 3. Perhaps a clause can be stated that a credit for materials needs to be returned to the City if prices do go down during the life of the project. 4. The labor escalation of 3% per year seems reasonable: However, no back-up was provided in this package to compare the man-hours being claimed with the previous man-hour estimates. Please provide. chenmoore.com Page 1349 of 1884 EXHIBIT B 2103 Coral Way,Suite 401 C ; Miami,FL 33145 Office:+1(786)497-1500 ellen moors and associates STORM DRAINAGE DESIGN 2016-091-KB 60%,PHASE II NORTH OF 14Th STREET RESUBMITTAL DATED 4/02/2021 (cont.) 5. Some of the credits for the new"Drainage"spreadsheet(10yr increase+ WTS) are not identified. Please identify. 6. CMB/CIP will need more detail to evaluate the new prices in these proposals. Almost'/ of the back-up package consists of the old e-mails and CES proposals that have already been evaluated. 7. The estimated increase in the duration of the project has not changed. 8. Plans did not include any details on the water quality pump stations(graphic views but no callouts, sections, or insets). 9. The direct connections of future yard drains/stub-outs to trunklines take into consideration system maintenance to prevent blockages and provide for cleaning? STORM DRAINAGE DESIGN 2016-090-KB 60%,PHASE II SOUTH OF 14Th STREET RESUBMITTAL DATED 4102/2021 and CHANGE ORDER SUBMITTAL 1. In the narrative, please clarify conflict structures as required by 60%design drawings and specifically excluded by August 7, 2019 correspondence. 2. In the narrative for subcontractor commodity escalation, complete backup must be provided to justify the proposed cost. 3. In the narrative for Water Quality Enhancements—utility relocations as needed shall include details describing what is affected now that was not affected before. 4. Provide the previous amount RMC was considering for labor escalation. 5. Provide back up for Water Quality enhancement cost: clarify subcontractor markup percentage and estimated amounts, GC markup, bond and insurance percentage. 6. All the info must be referenced as exhibits in the narrative. 7. Plans did not include any details on the water quality pump stations (graphic views but no callouts, sections, or insets). 8. The direct connections of future yard drains/stub-outs to trunklines take into consideration system maintenance to prevent blockages and provide for cleaning? chenmoore.com Page 1350 of 1884 EXHIBIT B \at ? � RIC-MAN CONSTRUCTION FLORIDA, INC. PERFORMANCE AND PAYMENT BOND RATES For first $100,000 contract value $10.80 per$1,000 For next 2,400,000 contract value 7.56 per$1,000 For next 2,500,000 contract value 6.48 per$1,000 For next 5,000,000 contract value 5.64 per$1,000 For over 10,000,000 contract value 4.56 per$1,000 Cc, v.nf >_ z . i 4.. r'� 6rJt D t t '' - 1 b 2,4 Z S(? c1 4Si 0 9 24 3 .,, Cf • y cwt I: 1 12-al 4l`1,ti�::. e I 1uot i1Filt'I` II i ' ' ,',; ; 1. kta.\I, ,,; .1 <r. I` : ; . • Page 1351 of 1884 r.C�` n BROWN & BROWN OF DETROIT, INC. Q`�- 1 35735 MOUND ROAD STERLING HEIGHTS, MI 48310 rove f I PHONE: 586-977-6300 I FAX: 586-977-6780 INSURANCEJ: WWW.BBDETROIT.COM Ric-Man Construction Florida, Inc 3100 SW 15th Street Deerfield Beach, FL 33442 RE: Policy Premium Summary Policy#'s; A-5CAA-0001702; ZUP-16N53072-20-NF;A-5CGA-001702; QT-660-72N270023; SXS 7186303-01 To Whom it May Concern, Included are the policy premiums for Ric-Man Construction Florida. Inc for their insurance years. W/Labor W/Labor Policy Year General Liabili Automobile Umbrella Installation/Equipment 2019-2020 S222,5 ' .74 rate) $90,000 . 3,0►; $19,828 2020-2021 $368,869 '7.21 rate) $150,660 $1.- •14 S22,525 2021-2022 $287 ► ($6... rate) $175,992 0,0t $30,251 Please direct any additional inquires to my attention. Thank you. South 090 2019-2020=5109,828 / $34,278,000=0.32% Sincerely, 2020-2021 = $173,185 / $39,693,000=0.44% % Inc=38%-Contract Completion 7/2023 Brian Pilarski Allow 2 Years @ 15% Inc = 30% Inc C.I.C.; M.B.A.;L.1.C. 0.44%x 1.38 --0.61 + 30%Escal = 0.79 Commercial Insurance Agent Resident Counselor Carry 0.79 Surplus Broker _Pages'1352 0'F'I ; . .-. f:-1—'11--'1;:?'-.•;, (:utAr.it.Pc.,Li ;rd:-.i i.Arl• E : I-UPI()It-E- t='Er:EF-1{! . t•!-k';c.)r Ai I ;NE-S. Ir:SI.Ik:+rtr:1 • Wast Ave South-090 5/11/1021 I . Commodity and Subcontractor Escalation • !Item New Iola? CO 38 total Delta Deity Total Impact Notes Material Subcontract Gusted Escalate, . . IDI Pipe $ 473,490.00,S 359,455,00. S 114.035.00 US PM, ',Taxes-7% _ 5 7982-00 i3.6%Escalator . See Producer Price index Graph Trench drains 5 15,010.00 $ 14,48900 $ 521.00 Aggregates $ 284,373.00.S 274,491.00 $ 9.887.00 Landscaping/Imitation 5 275,544.00 5 267,900.00 S 1.644.00 Pipe Commodities S 41,440.00 S 40.000.00 $ :.440.00_ PVC Pipe,Fittings $ 44.785.00 S 43.229.00 $ I.556.0O 1 . Taxes'7%on$27,789 $ 1,945.00 • ,Subcontractor Adjustments • Asphalt - ;$ 14,634.001 See quote Comparison and Proportion log to O90 .. i Electrical-So FI Elect l _, :5 _. 159,019.00 .See smlt PrIcIng spread sheet from So FI Elect Total . . . . . H-10/5 .- . O $ 145,005.00 5 173,fi53.00 rr.1 5 14,501.00 5 8,683.00 01 • Subtotal $ 159.506.00 $ 182,33600 W 131%Bond&Ins .S 2408.00 5 2,753.00 O i S 161,914.00 $_ 185,089 DO S 347,003.00 OD CO 41. m >< I . w =1 w _ a,A West Ave 090/091 " A� • !Escalation RMCF Direct labor '4-L, ' Gi 5/11/2021; ' 90' , 91 Item .Hours Cost Hours Cost Comments Base Contract 23,762, $ 1,019,810.00 50,573 $ 2,157,261.00 CO3B !#11/23-labor escalation $ 66,028.00 S 114,825.00 #5/17-10 year Storm water 7,361 $ 372,194.00 12,150 $ 610,694.00 ' ,N16-Alton Ct 1028° $ 16,865.00 ;N15-Rear to Front 939 $ 45,862.00 #6/18 0 $ - 2453 S 141,781.00 111/14-Gensets 3433! $ 199,037.00. 3433 S 200,101.00 #14-Lincoln Rd PS 323 S 16,865.00 !q2-Alton CT 95 $ 6,141.00 lift'-6th St Side walk 53: $ 3,120.00 • Iq3-Alton CT re-surfacing 385 $ 37• ,714.00 . "0 N c0 CD Sub Totals 36,117' $ 1,720,909.00 69,871 S 3,287,389.00 !30 Months at 3%per year(0.25%per month)=7.5%)-091 . S 246,554.00 June 2022-January 2025 4a 127 Months at 3%per year(0.25%per Month=6.75%-090 $ 116,161.00 March 9,2021-July 4,2023 0 . Co . co New CO Escalation • 24 Months at 3%per year=6%-091 17,075 $ 860,732.00 53,725 $ 2,736,752.00 Jan 2023-Jan 2025 j S 164,295.00 6 months at 3%per year (0.25% per month=1.5%)-090 $ 12,911.00 . Jan 2023-July 2023 Total Escalation $ 129,072.00 $ 410,849.00 ;1.44%N/1.SS%5 $ 2,000.00 $ 5,916.00 Grand Total $ 131,072.00 $ 416,765.00 . m X COI CO EXHIBIT B CONST.7%Re Ina West Avenue South-090 cher camp Item Qty Den Sab0senaeor Slerral 16b47 EI191p040 NreeTeaI Original Total Dena Yea MM as Total Gee.nd TmdttbO $ General Conditions IS $ • $ 114,169.00 240 5414.53 $ 39.307.0 5 3,100.0 $ 231,2550 5 331.355.00 Saeteiment Tony 061!300 Template EMawate and Haul 102 CY $ 500.00 $ - 84$ 43.01 $ 4.033.00 $ 5,466.00 $ 9.999.0 5 9.999.0 Concrete Template 69 CY $ • 5 5,610.00 91$ 4.01 5 4.369.00 9 5,911.00 $ 19.970.. S 19.920.00 fomes(093014 el 6 EA $ - 9 4,280.00 462 3 48.01 5 22,17900 5 30,063.00 $ 56,522.0 5 56,532.00 forma(00e953) EA $ • 5 3,832.00 84$ 4801 5 4,033.00 S 5,46900 5 51,155.06 $ 13,351.00 11006195 1.5 $ - 5 21 1 4.00 5 1,00800 $ 136600 5 5,17420 $ 1.376.0 Survey 15 5 5,85000 •5 - $ - 5 - S 5950.. $ 5,85000 Cavete Pump LS $ 2.140.. 9 - $ • $ - 5 2,140.0 5 2,14000 Haul Old Template Deals LS $ • 6 40250 42$ 4600 5 2.01620 6 2733.0 $ 8,774.0 $ 8,])4.00 Oral and Una Grout Oral and Rao Cm. - $ - 2160 S 45.02 $ 91.29900 5249.094.00 5 146345.0 5 3463450 Grout $ • S 69,91920 $ • 5 - 5 69,81606 $ 69,81800 ,.93927 S 23,62500 $ 37,9390 5 - 5 - 5 6154400 5 61.34.0 Spuds Dnpasal 5 5,062.00 9 - S - $ - 5 5,06200 5 5.02.0 Concrete Pomp $ 6.43000 S - wn $ - 5 - $ 6,82000 f 6,420.00 Mass EA:0 Aon and Tnmb 030.4.1101 444 CYS - 5 240$ 4.73 9 10,73/00 5 13,665.0 0 34,399.00 f 24,399.00 famwso.,(1 94') 66 ClS • $ •- 104$ 40.12 $ 4.65100 $ 5,92300 9 10,5]5.. $ 10.572.00 0339 Sdn 1 45 $ • 5 72 5 44.72 9 3210.00 5 4.0990 9 7.11900 $ 7,319.00 Treme Ppm 150 CY $ • 5 20.03.00 312$4.72 9 13,954.0 $ 17,76400 5 51.78100 $ 51,781.60 Trem1e 0.e547/Bott0m Lab 2670 L8 $ 7075.00 $ 14,304.0 8075/01 5 - 5 - $ 21.92900 $ 11,31900 Oewateand Sed t IsS • f 120 5 40.73 $ 5261.60 1 6,012.0 $ 32,199.00 3 1x,19910 1e3e173Dura 30 LT 5 • 6 4.01390 113$ 48.01 5 5,713.00 5 7,743.0 5 17,49.0 $ 17,4920 Trucking $ 5,73600 5 5 - 5 - $ 5,74.00 5 5,718.60 Trbme Pumpand leveling Cane S 1.926.00 5 - 9 - $ - $ 1.936.0 0 1936.00 Poly Tuba 6Jeel00/Seal $ • 5 5.350.00 5 - $ - 5 5,350.00 5 5350.06 Wet Well Dri0 Sr Template EMMvate and Had 102 CY wow $ • 54 5 48.01 5 4,0310 $ 5466.0 5 9,999.00 9,99900 COwete Template 69 CY - 5 9,63000 91 5 4301 $ 4,35900 $ 5921.00 $ 19,9300 19.92000 133m5lS00050 66 EA - $ 4,380.00 462 5 4801 $ 22.37900 $30,063.00 $ 56,52200 56.522_00 Forms(94000-1 3 EA • 5 3.95200 64 5 401 5 4,031.. $ 5,41.0 $ 13,351230 13,351.00 ebaipl t 13 - $ 21 5 48.0 S 100800 $ 1366.00 5 2.37400 2.374.0 Survey 1 U 5.850.0 $ • $ - 5 - $ 5.85000 5.85100 Caete Rung 1 mLS 2.14000 5 - $ - $ - S 2,1400 2.140.00 Ka.lid Template Debr6 I re13 - 1 401500 42 6 3000 $ 1036.00 $ 1733.0 $ 8,774.0 0.17400 Oro and Placa Grout Dia and 002429f0JI - S - 28550 4.04 $136584.00 $333,157.03 5 457,94100 457.941.00 13100 • 5 81,435.0 5 - 5 • S 81,435.03 81.435.00 Bela 25,515.00 $ 45.511.03 $ - 9 - $ 71.02700 71,027.00 Spoilsdspwal 5,62500 $ 5 - 6 - $ 5.625.00 5.52500 Calera.Punp 6,420.0 $ 5 • $ - 5 6,410.0 6.420.00 04283 93344315494.4 Tmnia E0402000 486 CY - $ - 200 S 44.73 $ 8,94500 $ 11,387.00 $ 30,111.00 30,3120 14wation{IaR 4') 141 CY - $ - 211.18$ 44.72 $ 3,936.0 5 12,539.60 5 22,565.00 22,595.00 O42414es 1 LS - 5 - 88 5 4,73 $ 3,936.00 $ 5,010.0 5 8,946.03 5,946.00 TeMe Pour 96 CY • 1 14,89400 151$ 4.72 $ 6,798.00 5 60540 $ 30,14.60 30,330.60 Trtmle Behar/Bottom Slab 1680) 80 5,04000 $ 8,989.. 3016/01 $ - 5 - 5 14.028.00 14023.00 Oerand Seal 1 waaLS • $ 104$ 44.72 .. 20 1 4,655 $ 5,921 $ 10372.60 10,5)2.06 Leveling Cane 11 Cl - $ 2,809.00 70$ 3003 $ 3,16000 $ 4,56520 S 1%715.03 90,72400 1r50813 5,73800 5 - 5 - 5 - 5 5,738.00 5,738.00 Trunk Pump and levNlng Course 1,92603 5 - _ 5 - 5 - 5 1,926.00 1.926.0 Pey Tube injection/Seal - 5 5,000.60 $ - 5 - $ 5000.00 5.000.0 mechanical Wort 8170454.9030 3 EA - 5 31,10000 00$ 49.03 $ 2.54210 9 3,51000 6 30,55260 38.552.00 25 HP E595 Pump 3 EA - $ 416.195.03 160$ 47.12 $ 16.950 5 1755660 5 450,907.0 450.907.00 12'DIP 0sclurge 275 LE - 5 13,52400 60$ 49.03 5 2,94200 5 3,510.00 5 20,37600 20,37600 12'0e0i Valve 3 EA - $ 15,0850) 18 5 49.06 5 883.0 5 1235303 5 37,021.00 37.012.00 %BG Sets/flanges 10 EA • S 37.79900 120 9 49.03 $ 5,88900 5 7,020.03 5 40,703.00 4.703.00 24'111'Cross a/Cap 3 EA - 5 17.201.00 24 5 4904 $ 1,17710 5 1,40400 5 19,782.00 19,782.0 24'W31I 300 LE 225,600.00 5 6,01190 15$ 4900 $ 73500 5 67700 5 232,623.0 212,61300 36'378'6518X200&Frame EA - 5 - IS$ 49.00 $ 735.03 $ 877.00 $ 3.612.00 1,612.03 56'160'16 20112165 8 frame EA - 5 - 15$ 4900 5 73500 $ 021.. 5 1,616.0 1,616.00 56'a 112'1620X30&&frame EA • 5 • 15$ 4904 5 1,22660 5 1,463-60 5 2.688.00 2.684.00 11'943'.7 Vault EA - 5 18,8020 150 5 69.01 5 7,355.0 5 4,77503 5 46020.60 45,01020 Concrete Coker{15'Leal EA • $ 33.70500 60$ 4903 5 2,94200 $ 3,520.00 $ 40.15760 40,157.00 Platform(8.4HAV0) EA 24.00000 $ 10 5 4903 5 1.47100 $ 1,759.00 5 27.226.00 27,216.60 Landscaping Smeen'08 LS 22560.0 5 $ $ - _$ 22,500.00 12,500.00 Grout/Seal/Coalinga U • 5 1605400 150 9 49.03 $ 7,355.03 $ 8.775.00 5 32,180.00 32,180.00 $200 up/Commissioning U - 5 2.07060 10 5 4901 5 1,47100 $ 1.75500 $ 4.296.00 4,206.60 Warranty Allowance LS - 9 642060 60$ 4903 $ 7,9410 5 3,51000 $ 1287200 12,873.00 02'Wen •Cred.1 L5 1120.750001$ 5 5 5 :120.75001 1120.750001 EYftrk1/16C .mtrol Pannell./flora EA 107.00000 5 - 5 • $ - 5 102,0000 102,000.0 W Obant-Coil 100 V - 5 12,71300 308499$ 47.12 $51.121.0 5 52.892.00 9 116,7400 116,746.60 W lnenmvaebg PEWw - 9 1.33500 603 1 4.70 5 28,019.0 $26137.00 5 55,49100 55,491.60 2'Interconrcein3Piplilg 3 U • 5 7.3100 40 5 51.90 $ 2.07600 $ 1,484.00 $ 6,250.60 6,250.00 01.31a61n41 1.9 36.603.00 $ 5,1500 10$5 47.12 5 4.41.0 5 7001.00 $ 56.919.00 56.83900 040450139 30 CT - S 100 5 4903 $ 14,71000 $ 1401400 5 28,72403 29724 60 set opNe.n a Insult 1 LS - 5 8.9880 72 1 4).11 5 3.39200 5 2.383.0 S 14.76300 14.763.00 Seal,Oman.64001 300 Ta - 5 4010/01 5 - 5 - $ • $ • 9019/2( 5 - 5 5 - u 94E8dootbr874 rn4 Y - S - 401V/01 5 - 5 - $ - - VeM12140440&Removal, 1 U - 5 1,00000 930 S 48.01 9 47,048.00 $30.19420 5 80,24020 802000 5 406,6400 S 1,150.33300 11075.17 5 694,493.00 $98661800 9 3240,054.W 512406420 314 511301110104•16.010.0 5 30.332.0 -- 1014060 Made,9 283,141.4 1.5134 Bond&Mame.5 4,92.82 TWILL 53391,95213 Page 1355 of 1884 Ric-Man Construction Florida,Inc. gX1121BIT 13:25 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 10 General Conditions Takeoff: 1.00 LS Bid: 1.00 LS Agig:'ll'.;.,..:,:: •',AtirtoWt4thny;:::f.i'.;,.:-.:•:;',.7,AfeW;;,,':,..7'.V14iIrX.C!T';:''-:?"-V6M1-5!,..L'::14,906faili-:-1:::-'';,,!.::.'...:•-'1-Sals;7"s,'•: ":,:•:::t':gM%::':L.i:.i:4;.;,,Wig; ', 'Ki144..W. Mh: Shifts: Mh/Un: Un/Sh: 63,588.00 63,588.00 410:-:: ,--:NntiVal;-:111111V:'? . .....,9104AZ-VA:gti-i:Fi'-;,,-:'::,.;foggE:-:ir.,-.:;,37:01ctl::.,.;,...;:.42:::iffrAtiT: Mh: 1,920.00 Shifts: Mh/Un: 32.0000 Un/Sh: 1,658.11 1,076.33 60.00 2,794.45 **********BiditemiCategory 10 ********** 99,487 128,168 3,600 231,255 Mh: 1,920.00 Mh/Un: 1,920.0000 99,486.72 128,168.00 3,600.00 231,254.72 *** 31 Template Takeoff: 1.00 LS Bid: 1.00 LS 41. .W---IFI--iWiglgKiftTttW*Pif.kZ-kiilttZ-1.:41ffl'AtqX4Wksw..aikgoyiatoz-mmngoaiv:xl.:;,':5oifo-,'mo-_,_ww-:-n-g.Atoi.nagxt Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8235 Un/Sb: 85.0000 39.53 . 53.59 4.90 98.02 agEVV;EMAtli;1140.7.***r.MOSit0A0M1M7A1.X.WWW:?jW.A.M.af:V-0.4W-4WS-Wit VffflaktQAPACIVi.F :;?.;OPMCSk Mh: 91.00 Shifts: 1.3 Mh/Un: ' 1.3188 Un/Sh: 53.0769- 63.31 139.57 85.82 288.70 atil.Ta-V6*-32.014-**0.00 :MSZOgagirAtriitiVZ.AM0. -4-041k1,grfg-Mrgaiagiai;i7g.OtiFi-;;:ai:..E:',Wil,ir-____Mtiiif.r. g.47:11AZg' Mh: 462.00 Shifts: 6.6 Mh/Un: 7.0000 Un/Sh: 10.0000 336.04 64.85 455.50 856.39 tigIWAINSTIRRATMIA,V011iMI04.MOMWsriiMORWOW:i.iiinfoWctigiti. RAUt*, Mh: 84.00 Shifts: 1.2 Mh/Un: 28.0000 Un/Sh: 2.5000 " 1,344.17 . - 1,284.00 1,821.99 . 4,450.16 ilt4Witaa44*.kft,M_ !lAO!rz-14ig''':-glAW_ .h1::t'A3--4.5'.;41:W241a1--7-M25:41k1-rfif:.. ..171Agrik, 1 Mh: 21.00 Shifts: 0.3 Mh/Un: 21.0000 Un/Sh: 3.3333 1,008.12 1,366.50 2,374.62 raArtaiWIFROW4t...Xti4%:':flaTIP-S40..f. il-SE7WWW5,:: 4(10frggrEfig:':;:k_Z-.1tgl-W-.:: -:Illgge'filArVIZT-: ;5,•_,T'kWaOgt....; Mh: Shifts: Mh/Un: Un/Sh: 5,850.00 5,850.00 RAW:a3Kn'aM.CutifttirOteri:.. -Afiglike4ia4alrfow10: 104,0:A,-,sgo.4:sw:lift'a.!_,:::i-i,i ,T5,ms :.ii-Azogt_3_-z-ay.ze.repay244w, Mh: Shifts: Mh/Un: Un/Sh: 2,140.00 2,140.00 1_311AgtalgIgg.~A...-T3414***VAtig,k:',,':FialWag+tgg.illgattlft.A49-447:Cfaigr-i':WWE-A;'±caal:fit',;' -',A4t2.-VM:';''1413:,2;WrIarkl..5:41EAM, Mh: 42.00 Shifts: 0.6 -Mh/Un: 42.0000 Un/Sh: 1.6667 2,016.25 4,025.00 2,732.99 8,77424 **********Biditem/Category 31 ********** 37,637 9,630 18,007 53,156 500 118,929 Mh: 784.00 Mh/Un: 784.0000 37,636.62 9,630.00 18,007.00 53,155.78 500.00 118,929.40 *** 32 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS ggig1M20-46..14107405-gNaMMOAITVIN..,-0*:;:."--V400AFIAIWI:;:117K*:"f0;*CtcW::,:i,7- f-::::744.19*- kti.',:tIVIWAT: Mh: 2,160.00 Shifts: 24.0 Mh/Un: 30.0000 Un/Sh: 3.0000- 1,350.68 3,459.67 4,810.34 if-U0-Wil$.1'41:*-1414Mti_WWItVW-;9alr-i4WIEW-gfr,I. -ERM--igg):13:49.4g2g--&ICA4WITC:i..24.-VETERZi::;W:tIlig-Viag•TfiSVM Ma: Shifts: Mh/Un: Un/Sh: 155.15 155.15 InOgiagg';;i.:' ,VM:::;Zff,:- P7r:-T-irfaAWRINCI-jg-ff5MEWif:•104KYA70.:!.': : ,,.4WW:'..1.•n:51.:',!.M13::..2- : i.lailit-i4xim-::::007,15*. Mh: Shifts: Mh/Un: Un/Sh: 0.48 0.30 0.78 ;'-'SWkZ:':'1;7'-fft44:Mttkttgrt,OL*OC:Y;;aW4- ,.5flgf,OFVagf!3:::.tiffsinfffOW:;,,449k12:$7; !:,;:,'.:.-;: glag :40W.:',t,Q:'.:.,::_gagAiY--;':;.4;:=::':::.:ISAI001.: Mh: Shifts: Mh/Un: Un/Sh: 11.25 11.25 :4M.M.212.:41)3103, .,::,saf.iik-,:705;Agaii ,..:14fgalfit:.Y..:1:.. ...;:r.;.;,:41:0Mla Mh: Shifts: Mh/Un: Un/Sh: 14.27 14.27 **********Biditem/Category 32 ********** 97,249 107,736 5,062 255,516 23,625 489,188 Mh: 2,160.00 Mh/lJn: 2,160.0000 97,248.60 107,736.16 5,062.00 255,516.00 23,625.00 489,187.76 *5* 33 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS af-At_k4:a;A.,ifgf.;.Tgil(*ftrtdBrit .W;f_e:-fa!:ttS-*tfkq .irri...4.-AggWSSKAg4Rinia"Ta*WfE-SP _ ..f;,f;'r-:'W,XP:E5rW-'g..-:FrFiEre-TIFT4-gr1?:#M-LmAEa-j ME: 240.00 Shifts: 3.0 Mh/Un: 0.5405 Un/Sh: 148.0000 24.17 30.78 54.95 13-IVNITOMAiltiON(0,31"MgrifM4/NUVAPArcSai-WONA:aRRf-14V:4FgaFag.a. 1Wa.51e4Nvc.IIMOME Mh: 104.00 Shifts: 1.3 IvIh/Un: 1.5758 Un/Sh: 50.7692 70.47 89.72 160.19 '-gTgk-SM;-tiffW 'aa,q-'2S'P,Fkl-atVal,';N'_tf-ISS120iSz,i.Ni:;:fK_Wjtt:.'z.,AABftfrs'af- Pf'k :K.=i'gg±..r;V-::...4,:;: iyti'g*.i;.;i.4y.:AWW,g4._?::-i'4:MR'Xg;. Mh: 72.00 Shifts: 0.9 Mh/Un: 72.0000 Un/Sh: 1.1111 3,220.06 4,099.48 7,319.54 - Mh: 312.00 Shifts: 3.9 Mh/Un: 2.0800 Un/Sh: 38.4615 93.02 133.75 118.43 345.20 artilW72.,-ttllortjkaWftWf,p,',Aaligin,W-;Z44W:31AV;:WMInagIVI:;'-:444>i--'4-RigiiiWNA .,V,7a.'-W-Z5-itegitMtg;:i,."VOI,t: Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 134.74WW41:7-. 1=Dt2111 CttAftitMatilqatagt.1.*V5i,t44§WaMilf.04WWa*Olti;:ig2:*, VAX:4;eigigi.',!f,:::.M. giitfitn:,Y- Mli.5F-:.-42*V=94A Mh: 120.00 Shifts: 1.5 Mh/Un: 120.0000 Un/Sh: 0.6667 5,366.76 6,832.49 12,199.25 !:;11Mlilkfti-AVVertg-151- 41-'1441(Kt":4ER,?MWC:fialV0511;,:li s.i. -S2T.4*:5.-$-itMait'iag--Z-,,,t3T0420g: Mh: 119.00 Shifts: 1.7 -Mh/Un: 3.9667 Un/Sb: 17.6471 .190.42 133.75 258.12 582.29 klNag--tgc‘4A41;.1)* --r.-,a.-i-Mat-I-Stpi:ER-Itit-MWANWFAMOSE.L;i11ggl:',''s'er,',3t:Vlit.14:7:.Pf.i:411V.At4, .:---.g:-;trti-s1:14-t4-V: a4tArA Mh: Shifts: Mh/Un: Un/Sh: 5,738.00 ' 5,738.00 :74.i0KM,t .t:',:-. :T:gf'1,P;24:-::::FalatitU40.1M2S.V. 7'1: 01171-46:; ::: - Mr Shifts: Mh/Un: Un/Sh: 1,926.00 1,926.00 1 Ric-Man Construction Florida,Inc. c rP1B I T B 13:25 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material MatI/Exp Ment Contract Total 33.10 Poly Tube Injection/Seal 1.00 LS F6319A 50 10.00 5,350 5,350 Mh: Shifts: Mh/Un: Un/Sh: 5,350.00 5,350.00 **********Biditem/Category 33 ********** 43,638 43,469 5,738 57,952 7,875 158,672 Mh: 967.00 Mh/Un: 967.0000 43,637.81 43,468.75 5,738.00 57,952.28 7,875.00 158,671.84 *** 51 Template Takeoff: 1.00 LS Bid: 1.00 LS Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8235 Un/Sh: 85.0000 39.53 53.59 4.90 98.02 :-.ri-at. .. = 4 .._p -- . _. l� � Mh: 91.00 Shifts: 1.3 Mb/Un: 1.3188 Un/Sh: 53.0769 63.31 139.57 85.82 288.70 Mh: 462.00 Shifts: 6.6 Mh/Un: 7.0000 Un/Sh: 10.0000 336.04 64.85 455.50 856.39 Mh: 84.00 Shifts: 1.2 Mh/Un: 28.0000 Un/Sh: 2.5000 1,344.17 1,284.00 1,821.99 4,450.16 Mh: 21.00 Shifts: 0.3 Mi/Un: 21.0000 Un/Sh: 3.3333 1,008.12 1,366.50 2,374.62 ;tliji _. ::-1-4011*.:." +S=ft,"-r = Ai: , 1044gt=ter_ ..-- --_ ,:";; ' . .:;': :: Mh: Shifts: Mh/Un: Un/Sh: 5,850.00 5,850.00 Mh: Shifts: ' Mh/Un: Un/Sh: 2,140.00 2,140.00 ::._fin,j iWfatTIC , [=3 +4' .r_ Mh: 42.00 Shifts: 0.6 Mh/Un: 42.0000 Un/Sh: 1.6667 2,016.25 4,025.00 2,732.99 8,774.24 **********Biditem/Category 51 ********** 37,637 9,630 18,007 53,156 500 118,929 Mh: 784.00 Mh/Un: 784.0000 37,636.62 9,630.00 18,007.00 53,155.78 500.00 118,929.40 *** 52 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS Mh: 2,855.99 Shifts: 31.7 Mh/Un: 39.6665 Un/Sh: 2.2689 1,785.88 4,574.40 6,360.29 Mh: Shifts: Mh/Un: Un/Sh: 167.56 167.56 ,04it{:' .Y �-..-:`'-�Je'.._r,.�`._z- -2 �r°T.tF s X* aWSZ :_ _.` � aWOW ,_....� '.,_._.d�'1M: Mh: Shifts: Mb/Un: Un/Sh: 0.54 0.30 0.84 a �{Mph: Shifts: Mh/Un: Un/Sh: 12.50 12.50 .,7La*- :_: Jim pyo ; _____.__. -. . :1 :..:,.'. - _ _fev .:. Mh: Shifts: Mh/Un: Un/Sh: 13.21 13.21 **********Biditem/Category 52 ********** 128,584 126,948 5,625 335,777 25,515 622,448 Mh: 2,855.99 Mb/Un: 2,855.9900 128,583.65 126,947.58 5,625.00 335,776.98 25,515.00 622,448.21 *5* 53 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS cf,i- _ .-. v.e_ : .fig t. r x 't f_,.,.•i: :, - +..k.-_ Mh: 200.00 Shifts: 2.5 Mh/Un: 0.4115 Un/Sh: 194.4000 18.40 23.43 41.84 raliW, R.-}.:...z t _ vv_ ..- Wt4r.Ma14.I. - -s v _ { -F c"_- -_..: kr Mh: 222.18 Shifts: 2.8 Mh/Un: 1.5757 Un/Sh: 50.7742 70.47 89.71 160.18 _ r _ , c: sj : - Wiz- -_,,�{ rrr - Mh: 88.00 Shifts: 1.1 Mb/Un: 88.0000 Un/Sh: 0.9091 3,935.62 5,010.49 8,946.11 Mh: 152.00 Shifts: 1.9 Mh/Un: 1.5833 Un/Sh: 50.5263 70.81 155.15 90.15 316.11 e*.t=,--- •• WIR.W ___ ._,_.... t% _,._,_ _ Vis`= ., ,-.-4..._fE; Wcalt-.._. , . - Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 : :f _r -f , .�.. -_: :'. r:.�F ,�- 'P+.c�"i'Tr:�: �.._ t � "� ��1`:�N .af�.. c.-._T.•ieF.,.s, .�v S� L..::z _ OM Mh: 104.00 Shifts: 1.3 Mh/Un: 104.0000 Un/Sb: 0.7692 4,651.20 5,921.48 10,572.68 moi. it _ _ - .. Mh: 70.00 Shifts: 1.0 Mh/Un: 3.3333 Un/Sh: 21.0000 160.02 133.75 216.90 510.67 { 6 mit Mh: Shifts: Mh/Un: Un/Sh: 5,738.00 . 5,738.00 _ _ r,..-.. .rte % Mh: Shifts: Mh/Un: Un/Sh: .. 1,926.00 1,926.00 xlp2{! _PTA - - - �� p -tLFJW . �- : y _ 'R ..i. ,l. . Mh: Shifts: Mh/Un: Un/Sh: 5,000.00 5,000.00 Page 1357 of 1884 2 Ric-Man Construction Florida,Inc. ( ? kAB 13:25 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC firs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category .53 ********** 37,626 26,691 5,738 50,104 10,040 130,199 Mh: 836.18 Mh/Un: 836.1800 37,626.18 26,691.15 5,738.00 50,104.06 10,040.00 130,199.39 *** 54 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS --faff,R4*.cf7.1riliwtmiliTet,.?,::,wgu3-t-Kta.OkAkafT10190CWPAIV';':":i:!,174942:':,'-:47A00iia: :Mh: 60.00 60.00 Shifts: 1.2 Mh/Un: 20.0000 Un/Sh: 2.5000 980.65 10,700.00 1,169.99 12,850.63 ;'7.._1'- atiftiNgii-g441‘131WWq0904::1:;-:;.:I6%2 4I6 Mh: 360.00 Shifts: 6.0 Mh/Un: 120.0000 Un/Sh: 0.5000 5,654.05 138,798.26 5,849.94 150,302.25 a*-11W-141PONTItiriggati$0110 4.I.MUttVETIVI-V044klittert_tRaW-I-Ot:".'iVilegr: :;Iii- .0c-7 ' :-'.:WAikint-AM-AN11:4*. Mh: 60.00 Shifts: 1.2 Mh/Un: 0.2667 Un/Sh: 187.5000 13.08 61.88 15.60 90.56 IMAIMMA2M11 ..-OCCAtitiffAZAIIIPM:1 -21SOARAWIAN,VglWaVO4rAiR-Rillig3%?,457- 1-:.Arl4rgilit- grg Mh: 18.00 Shifts: 0.4 Mh/Un: 6.0000 Un/Sh: 8.3333 294.19 11,695.10 350.99 12,340.29 ttW47;tti4-;-1742.0:41WW-Aft4.34W4$:qgiNW:,,--.MPXC12-4-:`iii171F:i,Mi-s!:•• ,--?,'.1;WIQS-g5WVA Mh: 120.00 Shifts: 2.4 Mh/Un: 2.0000 Un/Sh: 25.0000 98.06 463.31 117.00 678.37 AIM4.1411:,*WWWIte*CiiileAISZtg-ZAMSZT5t21W-WIALKIL , 411PVIW:14'lz;-1, 4XEY Mh: 24.00 Shifts: 0.5 Mh/Un: 8.0000 Un/Sh: 6.2500 392.26 5,733.77 467.99 6,594.03 3Na-al35g';NMVM---PJt)'...6;i*51-t-IIFII.1,!-Lt.... 6-.VMKAMAA::;:g1X-Wri. .MNr-414EIVRAI,M4IMkti:gmemempif Mh: 15.00 Shifts: 0.3 Mh/Un: 0.0500 Un/Sh: 1,000.0000 2.45 20.04 2.92 750.00 775.41 lglitAt-,‘WL---.3g9,,a;ZII-Vgi_QZ.. :Nt-'3itrit-_-_ ,Itst5tt*...- i..;A‘i7:41145•,,L4in Mh: 15.00 Shifts: 0.3 Mh/Un: 5.0000 Un/Sh: 10.0000 245.16 292.50 537.65 T.i. k.e.4N4-410W,F1W7A1Wfflitftr*MMANIVE----=1.15141141ZWAINar ,: jawiwzmi -_ ,F4-mgt;_-,-7.tiw.:::-,:,.:,14E.,- ,Zwitz;_5,--fal-'4wo Mh: 15.00 Shifts: 0.3 Mh/Un: 5.0000 Un/Sh: 10.0000 245.16 293.71 538.86 44WMIElitialAili9V1-;r=AMWIP-F7V-It4WZilinlartiTOg:-:;ii±645:40MeIZifigflatitlit Mh: 25.00 Shifts: 0.5 Mh/Un: 8.3333 Un/Sb: 6.0000 408.61 487.50 896.11 :MkV4.4e ;iattAiW,CX-Jj.irtr*Wif.Ffffi-g*rA5Oft:AtfaSLMYfgWSeltZ11CVA:-lgtkPgra;StMi:.tt<:Rit'it--IM:tnt:7!.4ilE-ttg-XllAk..1.-. Mh: 150.00 Shifts: 3.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,451.62 9,630.00 2,924.97 15,006.59 gineMeNZiWW1.#6.714WWW-;M=419AINAWYP$MaktKilltMWalriVMA?'Avexiam-wo, R40-, -4 mii:i-nzagr Mh: 60.00 Shifts: 1.2 Mh/Un: 10.0000 Un/Sh: 5.0000 490.32 5,617.50 584.99 6,692.82 Mttgfkif%EW!VkVI,W4AflAftV_T:;iMttIVA.5gisltfKi*fgK-iV:.: 0g*f:.TigSW-.W.2-IVNA Mh: 30.00 Shifts: 0.6 Mh/Un: 10.0000 Un/Sb: 5.0000 490.33 585.00 8,000.00 9,075.32 .---WZiiiit:POTtNitilif*.-10gfiraettif-f-l-VOWjiSVAitgVnar,N*g-E5:-;;Tgi4ff,Zl.'-I&Pf-r-ffM:7'':i:,:ag-.:7ig*:ggg:.:;a-:IZVWMW Mh: Shifts: Mh/Un: Un/Sh: 7,500.00 7,500.00 W...M0gftValinfri*Waf.-7-iltr illeNiNValgitiWii*_ZRW-42541913W-ei -.E&e;i1-:-81AMMS-ia--t-AF Mh: 150.00 Shifts: 3.0 Mh/Un: 150.0000 Un/Sb: 0.3333 7,354.85 16,050.00 8,774.91 32,179.76 ii-IW.Z-PtiAlSaintitNCEW;:7-XWAPBTIS--25:MWPgikkagtik.1;t:;a:PMPrif4-:7'074#0WiTtg:( 44X-1W-Y4T--;:40,1PAM,Igg#: Mh: 30.00 Shifts: 0.6 Mh/Un: 30.0000 Un/Sh: 1.6667 1,470.98 1,070.00 1,754.99 4,295.97 fillOWi.--W-.4.011WiWi2,13 :: :1?giftV:•-:,z.VW.K-:.-M-5:;;..:?'4'-;:i:-",',7..7;:,7.i::f.yr401U'f,;Dy:::-:'fj.,M*yzork Mh: 60.00 Shifts: 1.2 Mh/Un: 60.0000'- Un/Sb: 0.8333 2,941.94 6,420.00 3,509.96 12,871.90 e2pwortogi;ty.*45,1-a-i.-fp ,-,..i:.4 gommowfm- liwtkolmmtvtriqi-V, 4-:f,421/NtAang$2. Mh: Shifts: Mh/Un: Un/Sh: 120,750.00 120,750.00 **********Biditem/Category 54 ********** 57,757 634,650 66,225 150,750 909,382 Mh: 1,192.00 Mh/Un: 1,192.0000 57,757.04 634,650.17 66,224.93 150,750.00 909,382.14 *** 55 Electrical/I&C Takeoff: 1.00 LS Bid: 1.00 LS 'EI_MV§Y--tglf#,ZS --,,TIK'4:_A.941.LaWr-l:itl!0t4W-AVSgiCm-M-iStif--IY- VgMkii77: ,= g;1-1--Mn'afefgl.%!t,„iEwx-Wgftf% Mh: Shifts: Mh/Un: Un/Sh: 34,000.00 34,000.00 Ig-rat,i'-',ViffriWt-W-97.AtkiLg-gania0WWE:TgagiviteimftWAFt:gaztAllkaAwit-ntrazgfc,;. TAFAiti Mh: 1,084.99 Shifts: 18.1 Mh/Un: 1.5500 Un/Sh: 38.7104 73.03 18.19 75.56 166.78 **********Biditem/Category 55 ********** , 51,121 12,733 52,892 102,000 218,747 Mh: 1,084.99 Mh/Un: 1,084.9900 51,121.46 12,733.00 52,892.24 102,000.00 218,746.70 *** 70 24"Interconnecting Pipping Takeoff: 1.00 LS Bid: 1.00 LS 0.,10.1tt,e7-77- '-;.S"14RiliffiTtailtt$10~tftW: 0.1ZVEMMg/jW ,-,W4411-WZ:ZMIRM11143Migler00tliaMMMIZZIOgn: Mh: 600.00 Shifts: 7.5 Mh/Un: 600.0000 Un/Sh: 0.1333 28,018.64 535.00 800.00 26,137.29 55,490.93 Iffk4galrfg;0_10.1IJll.f-;:::, .z- -t:VzR17A.41WW11.1iii'i,ifrtOkilti;ffkiAMIZ--5Z-4Ps..-.14,W44.9kiggialti7R-1-.1-igfEWI•fqg#- : Mh: 40.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sb: 1.0000 2,076.20 2,689.69 1,484.07 6,249.96 4M**Xa-iit4MOVIUMiliEta:iti-1,41011kaMai- I;ifai71e2 =1-'.-••.6l41*-- - Mb: 180.00 180.00 Shifts: 3.0 Mh/Un: 0.6000 Un/Sh: 100.0000 28.27 17.83 23.36 120.00 189.46 -ilW-SMAW:V-.VktitWAitk4tltAt-dkWWZCTXOrVgratWWSfiMS-ViVr:ng,wiwagsamgfk2,4santj:txtwww,;o- -- Mb: 300.00 Shifts: 6.0 Mh/Un: 300.0000 Un/Sb: 0.1667 14,709.69 14,014.02 28,723.71 MliMRit'-Vi",?:'` ilitikftii*MS'5:E-'AXONAW: ;5:11g49iV_Wil-441t'n:'11MIMVi:; 1:!VS2Aq4P'W,s3: 1.W.W144-ig;',i--1, - Mh: 72.00 Shifts: 1.2 Mh/Un: 0.2000 Un/Sb: 300.0000 9.42 24.97 6.62 41.01 Page 1358 of 1884 3 Ric-Man Construction Florida,Inc. gxto IT B 13:25 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 70 ********** 56,678 17,563 800 51,025 36,000 162,066 Mh: 1,192.00 Mh/Un: 1,192.0000 56,678.04 17,562.69 800.00 51,025.19 36,000.00 162,065 92 *** 90 Utility Relocations&Removals Takeoff: 1.00 LS Bid: 1.00 LS 904CalOTAMMAtikithi:aleWijiV--'4010.7.11WIPIWCZSTAW IWF4141161110: giNCIMr.: :::AgCfa741-a-i51;::,:.4144fij Mb: 980.00 Shifts: 14.0 Mh/Un: 980.0000 Un/Sh: 0.0714 47,045.74 3,000.00 30,193.80 80,239.54 **********Biditem/Category 90 ********** 47,046 3,000 30,194 80,240 Mh: 980.00 Mh/Un: 980.0000 47,045.74 3,000.00 30,193.80 80,239.54 Mh: 14,756.16 ***REPORT TOTALS*** 694,458 989,050 190,145 1,009,597 356,805 3,240,055 N =Activity not adjusted to bid quantity Page 1359 of 1884 4 EXHIBIT B CON11171‘R,UM West Avenue North-091 - 060045 910 107040.261. Ila. 917 [WI 56b4vtrrbr Material Labor 094.6.73 7NaT90 00115143 i301 IMM 56686 MX Rate Total Drainage Pipe ro 51051 24-RCP 222 LF S 1724360 096 6 47.06 6 9314.00 0 8,14600 S 11,615.00 S 11,615.00 A11m6naI00Ba0 calm!pricing 90 6ree1 N.RCP 252 LF $ 11.781.00 16R 5 4706 $ 7,906.00 S 6.984.00 5 79.671.00 S 29,67100 ABmanvl renew nam 6X12 lin Sloes 14'2111 217 LF 5 1172600 14466 5 4706 S 6308.00 S 661100 5 15549,00 S 2551900 All manta 007246 nam pricing 101661x00 14'RCP 294 I.F S 17,250.00 196 S 47.06 S 9.23600 6 8,148.00 5 3462200 6 3163100 All muaial reflects aim pricing 0.0 fibre 24-RCP 145 LF 6 20.130.00 230 $4706 6 10,824.00 S 9562.00 S 4062403 5 40,611.00 All manual 000101r Loma 60540.8 Abu Ca. 2451101 516 IF S 30368.00 344 S 47.06 S 1118900 S 11,101.00 6 60.75600 6 60.75600 All muaial ref.-0055m pricing All nweri.0 Wk.Nona one. WW.0868644 24-RCP 370 1F S 2130100 146.66 5 47.06 $ 17602.00 5 10351.00 5 41564.00 5 43,56400 All mania!001100.ammo pricing 404309 62 17 167,910.00 57163 5 406 5 36,908 5 26763.00 6 032575,0 _5 648575.03 A11mum'aln((law tremt Acing 60-110 1417 if $5 465196.03 190.66 6 47.06 9 69541103 $79.09700 6 632.13600 5 632.13600 All 0400(4.1000004low 643732 14,Crmlt 40 013r' tl 9 310.: H51704. 6 110/332141 Pipe UM OCmvat(B44.Bi60 CO 6-B1 ar ItC22 LI 5 02567T , 5 47277447.Pipe Umn C9obat(Bra Bid AC05-B3 Drainage Structures 237422.74'us'-455 Structures Type 1.6617 and F 48 G 6 109,914.00 1920$47.06 $90,36500 5 39.019.00 5 220.031.03 6 220.091.80 Ag maviu reflects co6l000/ I0761rer Car Sommer 75017 7 G S 1460600 526 6 OM 5 26.355.00 5 1115100 5 7134300 0 74.142.00.6111560115 Allem 0.270476408 6616386 Tao' Structures Type 3,4837 11 PA 6 57.934.00 290$48.76 9 44171.03 9 1661700 6 152.841.00 $ 152.54500 61.03350361 onoota nmmd picks 5malurel Crean 119Cacb Pawn 4 FA 139090.611 3 :9.260.641 PSe Umn Co0a11444 BN&C01-B1 - 6Cato 141 4 EA 143.549.291 5 43519.29! Under Ba e UldCmae( e Bid&COs15) .291.07an01d2 200 141510.971 $ 1.510.96 Pipe1tral n14Co4 (Bare Bid&CO3-B) b EA 7 1573/3801 5 52.319.801 Pips UO&v Cow.(Baaa Bd&CO 315) ,,7Gtcn6aun n 00 30,5e0.474 5 54.4660 Pipe C'moC60a1 Maw Bid&CO3N) .751 $ 3.751 Pip limn Cmb4I 11173 Bid&CO 3151 1. *0762 d I 72 (1+.,192.901 5 11.197.96)Pipe Naar FI3ai(BmBH&COI-B) $ 795.61300 3999.61 3 168,12603 6 16616906 6 1650.11100 6 34449549 MR 55.0713117547555.7 MMaw$ 142 Met.$ 116,01650 686%6 6&0444386$ 13,349.81 Imo 5 1012.65660 • Page 1360 of 1884 Ric-Man Construction Florida,Inc. tlslt i7LU21B IT B 13:26 05012021-2 West Ave.090 S-Drainage Complete Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *5* 100 8th Street Takeoff: 1.00 LS Bid: 1.00 LS Mh: 196.00 Shifts: 2.5 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.90 27.71 117.74 **********Biditem/Category 100 ********** 9,224 15,509 1,734 8,148 34,616 Mh: 196.00 Mh/Un: 196.0000 9,224.18 15,509.20 1,734.00 8,148.20 34,615.58 *** 110 9th Street Takeoff: 1.00 LS Bid: 1.00 LS Mh: 168.00 Shifts: 2.1 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.90 27.71 117.75 **********Biditem/Category 110 ********** 7,906 13,294 1,488 6,984 29,673 Mh: 168.00 Mh/Un: 168.0000 7,906.44 13,294.08 1,488.00 6,984.16 29,672.68 *** 120 11th Streets� �# Takeoff: Nb 1.00 LS Bid: 1.00 LS -r} ice;i1 -!`At " i ire# -, . ice :31 i r� _ y Mh: f 144.66 Shifts: 1.8 Mh/Un: 0.6666 Un/Sb: 120.0221 31.37 52.75 5.90 27.71 117.74 **********Biditem/Category 120 ********** 6,808 11,447 1,280 6,013 25,549 Mh: 144.66 Mh/Un: 144.6600 6,807.97 11,447.40 1,280.40 6,013.04 25,548.81 *** 130 12th StreetTakeoff: 1.00 LS Bid: TY 1.00 LS Y Mh: 196.00 Shifts: 2.5 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.76 5.91 27.71 117.76 **********Biditem/Category 130 ********** 9,224 15,511 1,739 8,148 34,622 Mh: 196.00 Mh/Un: 196.0000 9,224.18 15,510.53 1,738.80 8,148.20 34,621.71 *** 140 13th Street Takeoff: 1.00 LS Bid: 1.00 LS Mh: 230.00 Shifts: 2.9 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.91 27.71 117.75 **********Biditem/Category 140 ********** 10,824 18,200 2,038 9,562 40,623 Mh: 230.00 Mh/Un: 230.0000 10,824.30 18,199.92 2,037.60 9,561.66 40,623.48 *** 150 Alton Court Takeoff: 1.00 LS Bid: 1.00 LS ` $ ,_ ;, ;- ..:18i1O -, ZIP, 2- , Mh: 344.00 Shifts: 4.3 Mh/Un: 0.6667 Un/Sh: 120.0000 31.37 52.75 5.90 27.71 117.75 **********Biditem/Category 150 ********** 16,189 27,221 3,047 14,301 60,758 Mh: 344.00 Mh/Un: 344.0000 16,189.41 27,221.03 3,046.80 14,300.89 60,758.13 *** 400 40 West Ave. Takeoff: 1.00 LS Bid: 1.00 LS Mh: 246.66 Shifts: 3.1 Mh/Un: 0.6666 Un/Sh: 120.0130 31.37 52.75 5.90 27.71 117.74 Mh: 571.63 Shifts: 7.1 Mh/Un: 0.7273 Un/Sh: 110.0070 34.23 247.19 4.61 30.23 #� 316.25 �.�. .. d Vii-,.. .-_ 'I, �'-�.3i.--=�.` .@', - r Q? -_ -. �.�., Mh: 1,902.66 Shifts: 23.8 Mh/Un: 1.3333 Un/Sh: 60.0008 62.75 320.34 4.46 55.43 442.98 **********Biditem/Category 400 ********** 128,054 670,936 12,171 113,113 924,274 Mh: 2,720.95 Mh/Un: 2,720.9500 128,053.58 670,935.81 12,171.30 113,113.46 924,274.15 *** 501 32c Additional Structures Takeoff: 1.00 LS Bid: 1.00 LS ARTAU:MMW.*****14.-T-44-:AIWWFATF#74WW1490. 1:-" PrAW*VATONF- -.ill-Mikia?-4Eigaiii-MWX Mb: 1,920.00 Shifts: 24.0 Mh/Un: 40.0000 Un/Sh: 2.0000 1,882.49 2,109.88 180.00 1,662.90 5,835 27 Mh: 560.00 Shifts: 7.0 Mh/Un: 80.0000 Un/Sh: 1.0000 3,764.98 3,335.12 180.00 3,325.79 10,605.89 Mh: 990.00 Shifts: 11.0 Mh/Un: 90.0000 Un/Sh: 1.0000 4,388.38 5,081.27 185.45 4,239.71 13,894.81 **********Biditem/Category 501 ********** 164,986 180,514 11,940 149,736 507,177 Mh: 3,470.00 Mh/Un: 3,470.0000 164,986.43 180,514.21 11,940.00 149,736.30 507,176.94 Page 1361 of 1884 1 Ric-Man Construction Florida,Inc. (T5tCf PJTJlB IT B 13:26 05012021-2 West Ave.090 S-Drainage Complete Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total Mh: 7,469.61 ***REPORT TOTALS*** 353,216 952,632 35,437 316,006 1,657,291 N =Activity not adjusted to bid quantity Page 1362 of 1884 2 EXHIBIT B stCOR� °Gm'mo tour.Fl�o°j 090-South Structure Comparison souctsne Type unit 06txnsfons Base BM&CO 38 60%Drawings Qty Delta stsuctloe Type 01908nstons Sue Bid&CO 36 60%Drawl/1p qty Deka P.9 Catch Basin EA 48'Round 0 d 0-9 Catch Basin 48'Round 5 39,090.64 $ - $ (19,090.64) 1.9 Catch Basin EA 44'x84' 0 -4 JA Catch Basin 48'280' $ 43.549.29 S - 5 (43,549.291 1.9 Catch Basin EA 84'x84' 0 -3 1.9 Catch Basin 84'x84' 5 41,510.97 5 - $ (41,519.971 MH 1-7 Round EA 60'Round _ 0 -6 M111-7 Round 60'Round 5 52,349.80 5 - $ (52549.801 1-7 Catch Basin EA 48'o 64' 0 -5 1-7 Catch Basin 48'x64' 5 53,56057 $ - $ (53,560571 1.7 Cath Basin EA Be x 64' 0 -I J-7 Catch Basin Re x Be $ 11,833.75 $ - 5 (11,833.791 MH 1-7 Round EA 96'Round 0 -1 MO 1.7 Round 96'Round 3 11,192.98 $ - $ (12,192.981 Type1 EA Tx4' 1 1 6nudures Type 2.5,6,17 and 5 4'2.5'&406' $ • 5 280,092.81 $280.092.81 Type2 EA 2.5'94' 1 1 S[Nclures Type l7 6'44' $ • $ 74.241.23 $ 74,241.23 Type 4 EA 7'84' 2 2 Structures Type 1,4 and 17 7.94',7,47' $ - $ 152,842.90 $ 152,84290 Types EA 4'04' 3 3 Type 61 Bottom EA 4.44' 5 5 Type17 EA 4'a4' 11 11 Type17 EA 6'x4' 7 7 Type17 EA r84' 6 6 Type 17 EA ror 2 2 Type F EA 4'x 2.5' 28 28 Page 1383 of 1884 EXHIBIT B Vie 3100 SW 15th Street wail"IN. Deerfield Beach, Florida 33442 Davi" woo Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach WEST AVE 090 SOUTH Capital Improvement Projects Office April 21, 2021 1700 Convention Center Drive Sent Via Email Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090 - South Subj: Change Order Submission 10-Year Storm Piping and Structures $ 228.415 Water Quality $ 3.640.929 Commodity and Subcontractor Escalation $ 359.739 RMCF Labor Escalation $131.357 Time Extension 1,588 Calendar Days Dear Sabrina, Enclosed find Ric-Man Construction Florida, Inc's (RMCF) lump sum proposals to accommodate the above referenced changes to the current contract for your review and approval. RMCF based the pricing on CES Consultant's 60%revised drawings submitted under separate cover. These drawings incorporate all the required changes and modifications so directed by the City.The history of the changes is well documented in prior correspondence, meeting minutes and Commission Resolutions as well as Change Orders and Directives.RMCF summarizes that history below. i- 10-Year Storm Piping and Structures - $2 8.41A Subsequent to the re-start of the design elements of the project following a 1-year pause to the contract between December 2017 through December 2018, Change Order# 3B was issued for certain Sea Level Rise and ULI Resiliency enhancements including added capacity to the new Lincoln Road pump station and increasing the size of drainage piping and structures per the newly completed AECOM 10-year Stormwater Drainage Map dated May 4, 2017 as modified on January 17, 2018. (Reference Item 5 in RMCF's proposal dated February 14, 2019) In January 2019,coincident with the pricing submitted under the AECOM Drainage Mapping described above, RMCF was requested to perform an independent drainage modeling study under the 10-year storm event criteria.We were asked to review the newly R I C - M .a h C c N s T R Rage 1364 00884 FLORIDA , I N C EXHIBIT B �C'M44 3100 SW 15th Street ICO '' FI MC, Deerfield Beach, Florida 33442 �DEERF Bacmoittio, Office:(954)426-1221 Fax:(954)426-1226 published AECOM report and take into account Pre and Post flooding considerations for the 147 Acre West Ave basin by examining the effects of the entire 600 Acre Miami Beach Basin on the West Avenue Basin with the intent of re-vamping the drainage design based on CES recommendations, RMCF's lead design consultant(A departure from DCP contract requirements). In March 2019 following a February 28, 2019 meeting with the City a final proposal was established for the study culminating in CO#3A. The study specifically precluded water quality considerations focusing on the quantity(volume) of flooding in the West Ave affected areas,only. On June 28, 2019 RMCF/CES presented the modeling product and made recommendations with multiple alternative approaches to improve flooding concerns at the West Ave Basin during a 10-Year storm event. Option 2.1B was selected on August 2, 2019 and RMCF/CES was directed to provide a cost proposal and continue with the design,accordingly. Option 2.113 did not consider the effects of the full 600 Acre impact on individual properties and/or low-lying finish floor elevations (FFE)within the West Ave 147acre basin. A proposal for upsizing drainage piping and structures was presented on August 7, 2019 in the amount of$1,071,000 but not acted upon by the City primarily due to two (2) parallel issues, (1) the objection by residents of placing the now 120,000 GPM WTS at the end of Lincoln Road and (2) a directive by the City Engineer on November 15, 2019 to halt all submittals to address with DERM a new issue-Water Quality improvements throughout the West Avenue Basin. It should be noted,the Final Drainage Report was submitted to the City on September 5, 2019 followed by 90 %drawings on October 1,2019.Comments were received on October 21, 2020 and RMCF intended to submit 100%stamped drawings to DERM on November 15, 2020 to obtain the Class 2 permit and commence construction shortly thereafter. As a result of the relocated WTS,which will be discussed below and the addition of Water Quality Improvements,also discussed below,the drainage piping and structures have been revised to accommodate those changes and new pricing developed.The relocated WTS cost is housed in the 091 - North contract. Pricing is based on the following scope changes and additions from the previously issued CO 3B. • Piping and structure pricing has been updated to coincide with the anticipated schedule for the work commencing October 2021 through July 4, 2023. • Drainage distribution piping from mains to water quality settlement basins. • Conflict structures as required by the 60%design drawings and specifically excluded in the August 7,2019 proposal. • Pipe sizes adjusted based on the relocation of the WTS from Lincoln Rd end to 1671 West Ave which affects the 090 drainage scheme. R I C - M A N c c N s T R Rage 1$65 0 61884 F L n K i D n c . EXHIBIT B lar+' j 3100 SW 15th Street coal R it Deerfield Beach,Florida 33442 to fiE n , Office:(954)426-1221 Fax:(954)426-1226 • Subcontractor commodity escalation has been included as a separate item due to the delay in construction start from 2019 to 2021/2022 where applicable through anticipated completion. 11- Water Quality Enhancements- S3.640.929 As indicated above the issue of Water Quality came to a head on November 15, 2019 when the City directed RMCF(via email) to cease making its 100% drainage design submission to DERM. RMCF was informed that DERM will initiate required improvements to water quality in the West Avenue Basin before a Class 2 permit would be issued. Preceding this notice to hold,in an October 30, 2019 meeting with DPW, CIP, RMCF and CES, RMCF was informed that the present water quality approach during the upcoming permitting process would need to be addressed. It should be understood,the DCP nor the more recent modeling by CES for the 10-year storm events addressed water quality at the October 31, 2019 meeting. RMCF was directed to proceed with submission of the completed drainage design but perform additional studies of existing pump stations at 6th, 10th, 14th and 17th Street pump stations to determine treatment capacities for the West Avenue Basin. RMCF further documented the sequence of events in its October 31, 2019 letter to the City.Then came the November 15, 2019 stop work directive. In the period between November 2019 and early February 2020 RMCF,CES and the City explored various options at the City's request to improve Water Quality standards at the West Avenue basin based on City interactions with DERM.On February 10, 2020 RMCF provided three (3) alternate schemes for review along with budgeted costs and a preliminary draft of the requested Technical Memorandum recommending the treatment of 30,000 GPM for water quality purposes utilizing fifteen (15) shallow wells, 3 of which are housed in South - 090.At that time,RMCF requested a design Change Order to initiate the work necessary to make a presentation to DERM.On February 18, 2020 RMCF provided a revised proposal based on input from the City along with revised Budget pricing and revised Technical Memorandum for the design work. On March 27, 2020 RMCF provided an expanded proposal for review by the City based on continuing technical and conceptual discussions. On May 4 and May 14,2020 RMCF memorialized its final proposal requesting immediate NTP to proceed with the design work. It is important to note, the City tabled the above requested design NTP pending resolution of the WTS relocation issue which directly affected the start of 090 South due to re-design considerations for Drainage. It was not until the October 28, 2020 Commission meeting that RMCF was provided clearance via Resolution 2020-31243 to proceed. On January 5, 2021 RMCF received formal direction from CIP to proceed with the Water Quality design development.CO # 5 in the amount of$542,056 was subsequently issued on January 21, 2021. R 1 C • M AN C o N s r R Pagt 13661of,1:,:4 F L u R I o A . I N C . EXHIBIT B 3100 SW 15th Street n.(i, Deerfield Beach, Florida 33442 Liii=„74144-4v o�f Office:(954)426-1221 Fax:(954)426-1226 Pricing is based on the following scope changes and additions from previously issued CO 3 B. • RMCF will install,make operational and test-three (3)settlement basins 15'OD,three(3) Pumping stations 15'OD servicing three(3) 24"diameter wells with structures including all mechanical,electrical and controls to divert drainage water at three(3) locations within the West Avenue basin (9th, 12th& 13th Street) utilizing primarily Secant pile construction methodology. • Provide control panel platforms at three (3) locations with landscaping screening as approved by the City. • Utility relocations as needed included. • Power will be provided by FPL along Alton Court in the form of a pole mounted transformer feeding a handhole. RMCF to route duct bank from handhole at power pole to pump station sites. • Full MOT/road closures at work locations included.Access to residents will be coordinated on a case-by-case basis. • General Conditions based on 150 clays of extended field time to complete the work. • Budgeted numbers have been updated for commodity increase to RMCF self-perform items and subcontractor pricing. III- Commodity and Subcontractor Escalation-$359.739 Construction commodities have increased 3.6%from Dec/Jan 2019 through February 2021 according to the Producer price Index sponsored by the U.S. Bureau of Labor Statistics.The Project under CO 3B was compensated for escalation through an expected completion date of June 21, 2022 (Feb 2019 update# 18).The current change order work has been adjusted through the new proposed substantial completion date of January 11, 2025 provided formal releases to vendors can be accomplished shortly in this highly marginalized market.Lumber and steel are experiencing large swings upward in pricing,as much as 17%and 6%,respectively.See attached Steel Price Forecast and Market Outlook published by HIS Markit.Steel pricing in the United States which impacts our,piping, pumping units,conduit,wire, re-bar,and a wealth of other steel products are expected to remain high throughout 2021 (when R 1 C - M AN C o N s r R Rage 1$67 Q 1884 F L O R I D A , I u r . EXHIBIT B �t!' 3100 SW 15th Street mc, Deerfield Beach, Florida 33442 , � Office:(954)426-1221 Fax:(954)426-1226 commitments will be made to suppliers), due to high demand but slow recovery from COVID impacts to manufacturing these products. PVC has been affected as well due to power failures in Texas impacting production there. RMCF has analyzed the balance of work and received input from most of our commodity suppliers moving forward. In consideration of$359,739 (see attached Spreadsheet) RMCF will accept the risk of escalation for the period of construction through July 2023 provided approval of our pricing in the form of a formal commitment is received no later than June 30,2021 and the City agrees to pay for stored material, offsite to combat escalation charges.The volatility of commodity markets is too extreme to accept long delays in commitments to our suppliers. In the event the schedule slips due to no fault of RMCF,we specifically reserve our rights to recover added escalation past the February 1,2025 substantial completion date. A possible alternative would be to negotiate an escalation clause in the upcoming Change Order to protect RMCF and the City from the volatile swings in commodity pricing we are currently experiencing. IV- RMCF Labor Escalation-S131.357 Under C0# 3B- item 23 labor rates were adjusted based on anticipated Substantial Completion of June 21,2022.Labor rates for the current changed work have been accounted for through the new proposed substantial completion date of July 4,2023 and are included within the individual change order proposals listed above. According to the U.S. Bureau of labor Statistics rates within the construction industry has experienced increases on average of 6%between 2019 and 2021,or 3%per year (0.25%/ Mo).Consequently, RMCF proposes an escalation factor of 0.25%per month for the period between March 9,2021 (the expected completion date under CO#3B) and July 4, 2023 (the current projected completion date) or 12 months. (see attached Spread sheet). In addition,the new change order labor has been escalated from January 2023-July 2023 the new projected completion date,amounting to 6 months of additional escalation. VI- Time Extension 1.588 Calendar Days R ( C A N C u s s 1 R Rag@ 1 a6$of,18,34 F L o R I u .A . I N c . f EXHIBIT B spriguur 3100 SW 15th Street MAR titi Deerfield Beach, Florida.33442 oreRnat, Floor`; Office:(954)426-1221 ''`!`� Fax:(954)426-1226 The original contract duration was 545 calendar days. RMCF provided a time extension request on November 20, 2020 to account for the delays to the critical path of 1,619 days. The impacts to achieving substantial completion are well documented but summarized here as follows: Original Contract Duration 545 Days 1- Previous CO- Hurricane Irma- 30 2- Shut down delay#1-12/18/17-12/20/18- Resiliency ULI. 368 3- Design and Constniction add. January 2019 CPM Update 409 4- 10-Year Roadway/drainage changes-8/3/19- 10/30/19. 89 5- Shut Down#2 -WTS Relo. and Water Quality- 10/31/19-10/28/20. 364 6- Change Order design negotiation 10/28/20- 1/15/21. 79 7- Design Restart New WTS/Water Quality/Complete Design 1/16/21-9/30/21. 219 8- Construction Impacts due to Water Quality additions. 60 Total Contract Days 2,163 Total Days Requested (2,163 - 545 + 30 = 1,588) 1,588 Days RMCF provides the detailed schedule with full details of the impacts in the form of a consolidated TIA submission,attached. It should be understood that the basis of the request is rooted in a 10/4/21 construction start driven by the issuance of a Class 2 permit by DERM.Any delay in this critical process will impact the end date. DERM has not published its intentions regarding minimum standards of compliance relative to Water Quality therefore,we specifically reserve our right to additional time and cost in the event the permitting process is extended through no fault of RMCF. It is important to note the near criticality of the Harmonization Agreement approvals by segment.The issues of encroachment removals,payments for removals, and/or relocations within the ROW over and above the DCP criteria on private property remains an open item. This in addition to recent requests to address certain vulnerable residences (50 + N&S) which may be impacted by a 10-year flood event when considering the impact of all 600 RIC - MAN C o N T R Rage 1$68 of)1$84 F L O R I D A , I C . EXHIBIT B 06:111411413100 SW 15th Street Courv,u;,( Deerfield Beach, Florida 33442 'Dew, ��„�ox►�"1 Office:(954)426-1221 � — �- Fax:(954)426-1226 acres (147 acres West Ave, 453 acres east of Alton). RMCF points to recent correspondence dated March 9 (2 letters) and March 17, 2021 requiring the City's input and direction. We trust the foregoing information is complete and while not necessarily within the budgetary limits set by the City based on aforementioned market conditions, we request approval to proceed with the completion of this important project. Please contact me with any additional information you may require during your review process. Sinc eY,-' )5 "� ) !~ , ,i Michael R. Fischer,COO. Ric-Man Construction Florida, Inc. CC: Danny Mancini Tyson DiPetrillo Dan LaCross Rafael Vega Jose Caraballo Jorge Rodriguez Nick Karpathy- Chen Moore Attachments 1. 090 CPM Critical Path and Impacted Schedule,All Activities 2. February 14, 2019 Proposal Letter, Item#5 3. August 7, 2019 Proposal Letter-.Model 2.1B 4. November 19, 2020 Summary of Changes 5. November 15, 2020 Jacome-Perez Email 6. October 30, 2019- Meeting Minutes 7. October 31, 2019-RMCF Letter 8. March 27,2020- Email RMCF 9. May 14,2020- RMCF Letter 10. 10-Year Storm Pricing Sheets w/HCSS Reports 11. Water Quality Pricing Sheets w/HCSS Reports 12. Vendor/Subcontractor Back-up Documentation 13. Steel Price Forecast-IHS Markit 14. Commodity&Subcontractor Escalation Spread Sheet 15. Escalation RMCF Direct Labor Spread Sheet w/Index Charts R I C - M A N C u N s T R Rage 1 FQ of,1$84 FLORIDA , I N C . • rAwi- ii\aa KB 90 West Avenue Neighborhood Improvement South-Delay Summary EXHIBIT B 2017 2018 2019 2020 2021 2022 2023 I II IAISIDINID 14f I MIAIMIII I IAI510INID II FIMI,AIMI II.11015101910 I I.f IMIAIM11I1 IALSIOINID I IfIM.IAIM!111 IAISIOINID IAISIOINID IIGIMIA IMIIIIIAISI OINID Original Duration: Substantial NTP Total Contrast Duration:545 Calendar Days Completion 7/31 1/25 Design/Permitting NTP 7/31 ♦12/18 • Shutdown Delay#1-Resiliency Committee-Project Pause 12/15 All Dos.n Susi.Med 12120 Design Re-Start-5-Year Scheme 12/21♦ ♦8/2 10-Year Drainage Modeling Change Order 3/14.e/2 Re-Start Design-10 Year Scheme-Roadway/Drainage 8/3 1,®10/39 Shutdown Delay#2-NITS Location/Water Quality lops-ng: 10/28 • Change Order Negotiation Design Only tons t�1n5 Design Re-Start-10 Year Scheme I Complete Base Contract Design 1/18 9/30 5/12 Cmemi-ien Sleeting CO's Construction 10/1 4 Substantial Completion Additional Construction Impacts 7/3 and 80 Days • Completion 9/28 Closeout Page 1371 011884 AcasNea • EXHIBIT B EO•W WFOT AYF01'F MF11:HL%!RFMY%1PORI 1Vl'll[l.T 531.011*.20620•11II.2021 IR'DATI 13•%T%'0PSU2N + RUN DATE:IS21 HAS CHART•ALI.ACITVNIF.O �� :. DATA Ap,.DATE:01-Apr.21 COICONST7411,Ilk I. 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I I 0125-4.23 25..71 ' 442 1090.6001 1 1 005270 PUCE N OPERA13311-um sr61J4ETn I 1 4%26.00-25 10.0.75 107 1090.566a I . -.SH3 H1'BCOHS1lWCJK7N...,40 40 .' - - .' 40 40... . 4040 . - . .. 0%1 -, ' . 05551000 WVadWA1RM1PANS 61®672 AG.21ENr5AlED Orr BY115OENT5.100%4:265 ID 10 4%!441427.21 1911.]1 397 14n•5MT 054051010 608604MAlE.LLELMERY•SEG 5 3 2 O%134.23 147.25 405 !040.5 UW . 1 • 055051020 E32521021103-5E65 1 1 0%15410.21 154623 445 10920.6 MYI 1510.151 82,7,42442 100030400761 =1 000-2610 WE11 • •5201430 P00e7003 TASK 1650 Al 0942110! ' ACud64h 3221:51.0031.4 pen/ ` raga 1378 of ewa.wn.,ye13786f 1884 11 t 1 ' .11%'IAT AVF\tT0}ICIIMR1NXH]13105�VEM1\7ii.t'3I MARCH 11.24:1 I'PISITF 4i•SF W'DPSIU' a,� RUN 000297IT 0.1&2941-Z1 6R BAR 04440-ALL 4017'171,, �^ 004IB00:!!B Ap-z1 EX /slJO A0*067303 w 151:f alai .1� Ita Ir:mr 2021 2022 2021 I 1 I I `"` .1.1,1.1AI61.1.1D JI11•IAI3IJI4.1.16111x1D1JIFIYIAIYIJIMTlI5t C2SRGS-tVR WWI!450291.641.3 2 2 0%03,4.35 164%423 !OS I3120•3 MT 1 043461010 C231414•1 E4215090012.1413 0001134013ED.5G I 1 I 06174/053 1719921 400 x90.1347 1 C 6E054050 347F_CIM1616O 71EESVo 0.15101-5EG5 2 2 0%0.41423 171931 •56 x600.5010 1 044-03-0000 ES00161I0111EC11C 5613JUP9R3-SEG 5 a a 0%7/11033 0011053 .030 1060.1307 I 05(463070 040 CM 10113F5r 300406.3003 4 d 01.294,343 2341033 463 10260.510 1 04304.7700 NMI 4215112411310 36411352 f ME 1E3•a1EJ53.1C LOWS.1005 3 3 0%21,4032 334041 .507 13990.5 DAV 1 03•211000 E5PS1d129225POMAC0E55-SEG S 2 2 0%22.2045 214023 603 x90.5 D01 1 06E034090 SIPS,T6k0RNT-3005 a 2 0%21+102] 0150.23 403 x660.3%? 1 05E15.2110 .D 401ER G 5 •LEG 5 2 2 0%025033 03543 603 460.50.0 1 04620.1133 2033207.5143200326•2505 I 6 0%00553] 163-54123 605 3060.6110 1 G5E05.1110 7EP0KESMLIlNMCUlER%.S-SEGS 7 7 0%101543 244W22 403 /0110.5 DAY ■ 04(43-3700 MPLLYII 3EE2•3E05 7 7 0%211533 04.10140 405 1060.3 MY • 05E06.1750 300011472%xS7353103E3E437MOM-SEG 5 10 70 0%011431 104443 406 M0.4 MY ■ 043661170 O2i30LS11GE1LDIT00aOJlP&UPS-3(146 4 4 0%ISA2..3 0650.21 603 1060.5 MY 1 050237700 1VI5401110fEPE&1E5-E021l7 03421501416 MPG•SFG 5 10 10 0%054531 104435 40 M0-5110 04(05-1160 16911112141025310017ER/1El0•GSWIS 7E7C•SEG 5 3 0 015 124,33 2004033 40 0060.1060 1 O 5(061190 MOLL IEW SRIW6.0000 7 7 21.2033 0011727 405 MOO.]MY 1 04306.12% WAIL ASS402.2 BASE1SE4E7.34c3 3 5 0%004.021 105233 405 IOW.3MT I 04(461210 LAILSCAPW lIMGA11201•LEG O 1 4 0%1144721 1654241 405 10•10.3 CAY 1 05007.1233 6(01•]17663-664x103-0341.01:04 0 3 Oil 165573 417 460.2 060 • 41030 W061001W�1rv.60101.O�LSAT•T1 a 4TO %164 1CT 31 21 05027 14MVO.0 121 MVOWI D X .21. .^!'1 . 1!111.• . - 04EK % 60/0I00002 on.&26.imeE 5Eaexr 601Eo%?w0 NUMMI.100%-60os I I 0%1040.41 060031 212 MO.5 MY 1 54E0.10I0 •4911&&IS00*.%3-0 82.663• 1 2 0%175323 115245 401 10310.510 1 04(0061523 SURVEY LW511R-SEGO I I 0%7.5%41 1646141 663 040.5 0.4r 1 04366100 36761011107-0EG0 I I 0%113003 110403 10 1010-500? 1 • 04005-:0.2 ESIM3330E96IFOMADf£SS.9EG 2 3 3 0%21.03 340.21733 410 IM-5015 1 05(03-1121 6UL6551E•SECS 5 3 0%26425] 01503 605 0860.5 MY 1 05(031100 I05WL PEW O.62 PTTR71EP6.0w%L60ETC•6EG• 5 3 0%0144131 0745,21 WS x60.5 MY ■ O 4(1-2/114 MULL 7EWSOEY51l04000ATM SDE 07 575167 0 5 e%0644103 114.43 60 qMADM 1 05EG61233 SE61642655165111451145.1213161.01.1 0 0 0% 14141 447 2000.7 MT • ' • _ 001.120 7. 321ECI51TF.571FAOYAL6.61%61001061 - 20 30 0%214421 17.4331 .213 1®60.50W 003.300 1DIROVg0J-OM ST OM SCT 5 5 0%16.9,331 214%311 335 Rao.5 Mr I 041.110 0.0101%3-61N679215E1 5 5 0%234321 1144321 453 M0.5 MY I 0411-150 515370113%,51.1700160.615.3100IOET 71 II 0%0141621 214.21 025 x050-5 MY 007.700 SET E07IVEAR.VW510(x6(7 2 1 0%04.37 136923 425 1060.3001 1 001.105 INSTALL 0ASPRf-11N6i6Ex0ET 3 5 0%24607 20-p31 421 1060.3 MY 1 041.170 1/WO4M107E4214413749.043T4E4SET II 10 0%2446023 070331 435 0031.506? 0 041.100 43411R5IP•6111 310115E1 i 1 0%000041 020027 425 410-5 MY 1 001.200 1.041625.2017E51E04.2700.SET 2 1 0%114621 120031 .210 51310.3 MY 1 . 091-110 oft I7400€525ENI01W0621104110 ST GEN 600 10 10 0%00%21 210031 .235 143.5017 00 001410 025114541:5•G MIS TOME-01113T GEJ/SET I I 0%410047 220051 .235 x00.1017 1 047420 50.22103-621530015(7 I I 0%252131 2540.7 .253 IMO.5 MY 1 041-210 RACE 110POM12310.011370E%SET 1 1 0%294441 200041 Ale 0310.5 Litt I 646133 PEEAVERRRE6lt90IM5.5TN 0 GEN SET 20 20 0%270621 2510.31 436 - x90.5 MY 0 J 031103018.3Lad M EIS. C=31E3 0e0a41ry Wok • •12n20114 7.36001• TAD(hoer AIAardn .MINN 40330 AbS 11 DSI •1370 of IBM EXHIBIT B E030%'FSI AVFM1'f 5 1330•32%1511\INN0F(IEKT 553'011140:11 11 2021 I1813AtF 42.NE-DTSIGS RUN DATE 19 -21 BAN('1.lRt.AII.ACNVRIFS '� ' ;OOfiI. F.11.; DATA DATE:D1-Apt-21 .I�m1Mo(1we1 21224121 3803Mere W IW R.1 S2M 3403 1154 052.0. 0425 2002 2025 I I I 'n' 'AI.H.1.1110131211154131.51J1211A1610.510 WIMIAI411131AISr1 605-150 FGM1110N-011ST10ISET 5 5 0%2442021 0f.5b921 435 3800-5 MY I 0.410.100 OICIMMI.Ens 6TG94 SET 3 5 0%014.21 014021 .235 2000-5001 I 040150 521550154 25100000-5711ST GEM SET 15 15 0%060.1.3. 2544}1 415 103.5052 G 044.100 SET 031.1 EENT•SIN51GE15ET 2 2 0%2041.41 2005031 .135 X93.503.5 I .40451 MALL 054P EG-SINSTGEM SET 5 5 0%314021 064042 423 X590-580 I 640120 113•1034031013.371341S-501513511331 10 10 0%314.21 1542022 -235 480-583 D 0445.13 P SARTJP.5135TGE3SE1 • 1 I 0%I48.12 14.8042 425 584.10LY 1 042-200 MAO 5150/SET 2 2 0%12..5022 154.22 425 5®0-5 MY 1 C445433 M/RIES 157JOE'/0440140006-513 ST GEN SET Is 10 0%2.8,22 224.24 .235 783.3201 0 04115 03E650500!316IESIW-511 ST GEN SET I 5 0%28.8.42 2843422 455 1000-S110 1 002220 3%0820•011150GEN SET 1 1 0%31.8022 214.3 .215 4800.102 1 644.28 RUM 130503010.5114 ST GEN SET I I 0%0045622 0145042 451 2010-5002 1 6ERISTIT 7 CONSTRUCTION 044E5251010 14221412E L 11424415_24L5.ERY-Sm 3 2 2 0%114430 15-...4.25 605 2050-5452 1 024E001010 E720240SO1-801 I I V%1945123 104.23 405 1:000.5 Wet I 02.52424020 COMMDC.0.11BR•AAE MANED.SEG 2 1 1 0%304425 50.8240 101 MO Ow 1 02.5507.1150 1011&020.3.5E07 to la 0%214.20 044125 405 1000-5012 ■ 30007•1210 5E0•E7AT7S1351N1001CSW0011011 0 0 015 544430 621 033.1032 0.1025 1.1501 LST 52200214. 3 2 0%0544122 224321 600 3300-5[Ai 1 8103 242424(6TT01404130 10 10 0%104325 204321 605 80-583' ■ 0,,130 310012048184115 is IS 0%034425 26.421 48 2.0.2 MY 61010 ROI.LOTOFA.0'Il.T 10 10 0%X.423 063.825 605 IMO-5 MY ■ 0410E0 Kt%STREW 8 8 0%0.5021 185001 120 MO-5 OW ■ 0.1000 SIA113S20I00 CL05M60003O513 52 5o 0%21.3.•21 I 405 OW•5GY iliM 81010 R42(CI%RE11141 0 0 3% 0055.28 605 3000.5001 • R.05400 8102 BM ®RaOrimp 01415 • •0892008 Page 9.19 TASK far Al A12141145 AG2MNM I'M.C12a1R2en64.13 epe 1380of 1884 • _ I • EXHIBIT B L1T40 N65T 4Y2•:115 NF.1GNOORIKXKS I\IPROYEMPKT 54,111111.14.11)1.144.1 ITOATE Ii•SEW OESIG\ iJRUN DATE 1&037.21 RA%CNART-CRITICAL PATH 60fL��I DATA DATEDI-Apr-21 ®.4 . 5%6._ - 0M'kr loll Sols S 1611 A Y1 J'Y A 6 D;N a l 1 Y A Y'/Y A S O N O + PI Y A U Y J Y A 6 KE-91.7 WEST'V*11:1F'JEICHBORH300 r;l''OVP'.TN 1 2,:10.111 Nn 7C-'Ti T JPDITC 3T•NEW DESIGN MILESTONES 1601 SIKPNIRL Oi.ME•E11(4WI.S.5 am 7100207020001 YAWN .1100021) 0 0 5% 0..1442• 447 003.7407 • 06 04 W.03.6070 0(6C•02 CAM.4107I10001602510011•103 2.20211 0 a 0% 264•04t 447 100.100' • DESIGN ...-�{�y�.. . ,r. T..kIONpOpNlYl�fldl�iOM!E1M�11RlIQ:'... r-+ '.. . . . I 66010 MY%OQA8O1RA16000G44 500041$ a n 00.II1boA 2002021 .5 MO•7 cAY CONSTRUCTION - adE�R10�IC13024.1.20.03.1241202.4123732.754.21212.612070932103.1733%.520 201L0GEA01505FMs0ED4612070 LEM6.1733%.520I 71 Ti 3%20.7.0% 0.6145 MY I7200-5 MY 1♦ 04(01-1070 WOOL.1110003.CLAY-4007 2 2 0%000041 0644.21 405 OM•5144. I 024801.1050 ELALL0011E51.5E01 1 1 0%070011 0700.21 405 1600.5 007 1 0.6801.1050 2141ECTE14.2110 1lEF5101E1NM-SEG 1 1 2 0%050021 110021 405 100.I 40Y I 0650014010 COO 101.220 GR1ER/SW#04•SEG 7 5 5 076 12.631 7506.21 605 003•5[AY 1 0.02.4000 ESYGl6N543fSR4II84 S3-SEGI l 3 P%15064, 210041 405 101W CAY 1 048014010 5103 CA\MEM-SEG 1 1 1 0%00631 060521 405 1010.14%' 1 04E01.1110 RYM1E1.6 SE04P-6E61 2 2 0%170021 240031 605 M4-5 Ow 1 04401.1120 160415104114VJ64E01 II 12 0%100541 15.741 605 010-107 ■ ' 026801.1120 IEFSJACE SW WON.LAIER/0S•5461 2 2 0%160327 2446541 600 1000.5 DAY E 04(01.11.0 WALL MIMES-Sail I 1 0%2423.21 0805021 605 M12•0IAT 6 08074112 1451.4MY 0016100470/HEY 5711500-5041 II 12 0%070441 00021 606 040.5 DKr in 04401.1170 16O54.2511E2212621!C 010N/.7325.5201 12 12 0%06.021 220027 600 4400.1407 ■ 04201.1160 15.05g011mE41E5-2.1110.22.111001.2111.OISO.(801 4 4 2.'r040.1 6244621 400 340.5 DAY 1 000014112 M504LIEWQ/6/01J11872/RFOWDwill/EIC•SUO1 • . 0%246041 246041 .605 4400.5 DAY 1 0448014112 104665.1E71 46805%1(•6801 S 6 015 256021 00.42 405 5000.0 O. 1 0483142/2 1 W.l.40IMLT BASE IORFT-SEG 1 2 3 0%254121 a5Nm12 600 1080.50(/ 1 0.6861.1110 WEWCA161C1 2.110K•YG1 5 5 0%71..2 1144.21 605 000-8007 4 • (242014250 01680CISL•5D.MIII.CGWLE1DN a 0 0% -114442 470 4412.7 OW • Z 000041070 1.11.22.57.62712 CEUJERI.SE 2 ..2 2 0%114.42 114.22 405 ION•60AY 1 0446.1050 E5946311451r-5E02 1 1 0%514622 704406 405 1010.5001 1 . 04.27000 4140850 LAM.-662 2 2 0%114022 15.6.1 005 7050.5 MY 1 • 04720.1010 COMM[SC0000IEMSME MOVED-500 2 1 7 0%20.414+ 204.22 405 4450.5 DW 1 (4.0002-1050 PROTECT E26110100E210P8MN•SE02 2 2 0%15002 20.2 605 013310.0401 1 06801-10% RSD 0210712RI8RI51E%0LK-6402 5 5 0%2141.52 07400 405 M50•I MY 1 0.04_24010 EBOORNPEDES1 IIACCESS-SEG 2 1 2 0%25..47 O,Gee. 405 440.50.. 1 O 4402.1120 SOW I40BEM-SEC 2 2 2 6%020422 0587042 6016 034.5407 1 C4$E024110 00YAOESE135ET/P-5EG2 2 2 0%00401 872.42 .6. MD.5 DAY 1 0480.1120 164053 VW.000IG-5E02 21 M 05 01.1540 744462 401 044.5 MY 0.8061110 REPIJI.SAN WMNO1.4140A S-SEG 2 72 12 0%703 22 50.142 405 100.I DAY ■ 0802.1744 N597aL MIA.•SEG 2 1 a 0%514.22 1740.45 405 4450-SOAP ■ 0.600.1150 I00A COI60aLT01ETEll 1.10%0-SEG 2 20 20 0%124.22 0.%1. 400 100.5 OW 066424170 NSOLLSI0000LCAO000311/10725.6E0 2 5 S 0%05505022 00241242 405 M10•IC. 1 O.402.1760 W1405@ PICVERlE7•EM61MARa(/Y/JDONM 6PF40•862 20 20 a%124.22 0150.2 406 MD•5 GAY a C24E0.1150 MOLL IEWG./GMEAI 00041020610'4TC•840 10 70 0(1 04►/.l 2246.42 406 11410-5 MY ■ 042(461100 16O%LICJJ 618.111.6202 10 II 0%2.450,2 004..22 405 000.54.1 ■ 007005%178140TE2. =1 007421 qL•b5 •• •0210601/ I P.e 1013 TASK 6.0.LONGEST PATH. NM kW WA ,, CS -Page 1381 o11884 . • 9990 W ZBE909+05,2.+.900115.900== va*19MY nM '14.19311.930501 A9990-991 CPI 9506 0001.111• • 100519.14.•31= •113P 1•20 0-300050 1 Ara 9-090N SOP 1233191 02112*91 120 3 L 1035101tr4f1311515 004.50393 1 *05.00211 909 0x3+111 9230313%0 1 9032-10153101953 0901+4390 009-0009 529 133.191 *030111 YA L L 99S:111ON1i0TY3l 9$1001 ow1Y15so . .. ....• IIORJfR714lKn • Aa 9•OWN SOP 2230301 0230-33 s0 1 t 1791019 DPS-530100O32TY.9000013991 004313311512100194 5011-103933 • 001.0001 191 1313301 .0 O M131a= 11300 159312.1019 0110390 • • Aa1-00®1 309 1050310 St2ar93%0 9 9735.NQL1001990*Ml0 000 0191,0390 I 0901.OM S09 t0+1•9t mint so 0 0 3935-1111513SY01TM35VTT091 000190390 ■ Aa9-00®1 009 0`00x90 9259'91 SO 01 01 ID3S•%ML112M1111l141 99117390 • NM-30011 SOP 3L�'90 0003309%O 0 2 0031.]I31811Nn0IM3115311roIPf0M91170029 0915731* • Aa9.200 SW 793490 x31412%0 I9D33-91Jtl9Nv10@13A111UYMDYI3-S30V36RH 3301501 091119350 I Aa 9-00®1 SCP 3701,33 305.5L Y9 9 5 . 0735•SOLOS 91971079101133lLL9 TT_41 011117300 7 *905.0001 593 t3 93 02'1413%0 1 1 5039-05301'9099521113114030Awa0BI /91190390 • A199-CM. 509 it400 004.31 So 9 9 •033•590IM TMOI 003111}3910 I APO 9-0600 SOP 603,01 x31410140 9 S 9035.511]1Y1a0MM1NYS 30911.•1 001300011 Aa9•Cap SOP 33903 0 30290%0 a CL 9739.919303010055-5-0-43 091117310 I *05-06011 509 iz10090 600009%0 I 90335-d913S09330 330 013119]90 • I MDS-09811 509 a3w.19 12,11•10.160 L - r035.12001tl0911S 090110393 I A109-OM 502 33t00 90302910%0 0 5 3035-57-100.99•11.631010709111.63 001.90390 I 1105-00@1 900 330099 50013.0 I 7 9®1-9515 9119311101@900930 000110350 • 1 Aa 0.0390 939 0001110 02 0110 00 0 t 9735-22013101033010333 393 050110350 I 009.0900 909 109011 310093 so 5 9 9739.11I11R1•973 093110350 I 1005.0980 901 09000 81401 s0 L 3939-11096Np1111f31N199af00Y' 010110353 • Axl-093 K1 [9000 *0 0 0 .1013031301633290 0611N31O35 06110393 I - *905.0090 SOP 0'093 904011'730 3 9039.001933919953a902Y1 01115035.0 I 004-0100 SOP Ler0-LI 100-lI tb 2 L 5039-1A119139a19MN901T955 000010393 • 5-021 909 09001 LL09910 00 01 01 9037-111W.30SM)I1T0S5 09x10393 ■ *905.0000 9? 9012912 040513 50 0 9 9935-2L3151M'0 00093031NOr000M311T3T1 309/19393 0009.09011 100 3369901 22.0101140 00 3057$•0501120900PoAIl00Y51Sr3•591091"• 3750000. 09110393 1 Aa2-0000 109 220990 000910%0 r r 0 032-53300 11.003110113381917905 01x49393 91 Aa2-00001 S0P 2003903 &09391 NO 53 02 0070.600412t7U90L1 002IO.t Ar20550 09x403¢0 • I 001-0000 109 339913 6.090%0 1 I S D39-93111'095-5991 07x190.0 I Aa5•069 350 60,250 33151090 1 0 o 039-51V1111101051•5920653711.130 011110393 ■ MO S•MD SOP 331910 0101%0 01 11 9039.PaI90N07STT091 02111039-32 • MOS-06D SOP 0150 90151a s0 . 9 939-63339 Oa91MA30 0x1.90393 1 MO2-0930 89890 291910%0 x L 1035-20301091&19 0013.09390 I 305-DSO SOP 0315-99 27100.09%9 C 5 L93S•59320.05•21931931020_09 0371{935.3 I /0a9.30D OP 9051193 10150%0 9 2 9039-YT3A3351K31Y413300530 01019313 1 Asa 0•0390 LOP 350910 90.1510 D0 8 0 9035-50.0101533110119131731012 0521'00353 I 1331.OM SOP 31+1533 0010 90 4 9 O6•033dO13N51Il 1090 onmoa999 5903 393 1 .Oa 2-900 503 500903 2x201.00%O 2 2 3033.1110AY1 A3NOS 080140393 1 ASO 1.09235 909 3'910509 2001.00110 1735-10110101093 935150390 I 005-089 $03 x930532 22+3,9113 1 i 9039•A5.35-190 11N91MY 9$5005 010137$3 _.. t � • *192.0 1 013911 0 52113161000.119.00.319121 t 153.459 001'00393 1 Ala 2-0002 Sag *013951 a+1503 70 t 035.501Y73919091a902Y1 01513,0393 1 1039-01®1 909 630`50 23x51070 9 2 3535.1.1115137•11.701.099 T9.94 0233.0393 311whI11111o111l I,IaIN1oTsfTo5JoloIoI11141r 01510131Ylrr19151D I SAO ! 2903 1302 11930#7 D4y 301 39951116 01 90 - 02519!301 0 spy-1"-"Zeit- -: • 191av-10:31va VIVA 9Il lit,.� 09-06p51311/0Nn8 1'11.� � TIM 5-133033.111957020 1 ... �A'il - 571550 MN':r 31vO6.IIID:.I(535919IW 1♦S1.1313Ax0d191 III%MNx950935511N3Av19370-07 9119130X3 _ • _ EXHIBIT B AI.0 0 FST,Vr NCE NFI0N0GR1771111410 DIA}MLFwr SIN 711 MARCH 10.21:1['PDATF 33-',Tw rwsu;N41411 I ...RUN DATE:19-Ap(-21 BAR CIW2T-CRITICAL 04717 � !comiliri.is.: DATA DATE:01-A0T-21 - co RO PCT 942 [Fran CJwm 2420 2020 ma 1 RAI_ 411213101141210101D 01FI014141 JI1IAI5Io(N{a J1F1x11a15311[t01AJ5f 0400.100 LOAM/ETCIp404OITSftfl 0VED-SRO 5 I 01117402: 74042 405 7120-S DAY I 0-206100 PROTECTE30T0G 1fES TO ROAM-SEGS 2 2 0%15102: 171023 405 44400.5 GAY 1 G24.005-0010 CICO Gni/CARTER 0SQMML7.SEG 5 4 4 0%2044021 1344021 425 410.5SAY 1 204[00.14004 e;wStaLIPmESTwwuass-SEG 0 2 2 Sa 201500233 200023 454 760.04• 1 MGMlois ST80%VENT•SEG 5 2 2 3%4442033 004023 405 420.5447 I L235E061110 0IMIFAM SETUP•REG 5 2 2 Oa 003025 024023 405 7000.5 DAY 1 04E04110 N$ULL61O0CAWS-Secs 0 2 O%/4033 153023 405 430.5 DAY 1 M5E001120 IEPLACC 5M11NNMGU1ERLL5•SEG 5 7 7 0%1540273 254023 405 700.500 S D74E461140 NSALLIWVES•SED 5 7 7 0%x7..31 04421 405 7300-3CAT % 0SE051150 742123440 GR6TRL510NFLEV 3.720201-SEG 5 10 10 0%0544235 124025 405 76x0-5 DAY 40 042061070 1604361106730,1007E3.070150E5-0003 4 4 0%13402: 121023 405 7910-5 ba 264[00.1150 IWAOlCPROPERRES-EARTHACRA:YARD O+AN&PRM•SEGS 10 10 0%0542433 1614025 345 740.0 DAY ■ C34E7.0720 WALL 2EWtl3N 1 GAITIER/PEONS WALLS'ETC•SOS 5 5 0 0%1/3032 2540313 402 1640-2 DAY 6 0.5060.2000 MALL 7E40SCE11/7.1E65 7 7 0%2744433 644425 402 7300.5 DAY 5 04346-120 310101.491441.7440E 157327.EELS 3 5 PS 05410.27 10413 405 730-5DAY 1 C2.5E48.7270 IM6fflG 40EELATQI.5EGS 4 4 051141023 120423 405 010-1 CAY i 04EM01244 2040114 s 61.155942ML WIAE7137 0 0 0% 151421 447 R®p.71%0 • seavasirscohnftucnow .. .. C24E1251010 Iml&LMM15A010JAERY•SEOf 2 2 0%13107.23 10000722 .304 IWO-0 GAY I 040061041 SAVEY LAYOW.5E050%120223 1044x3 405 Imo.5 GAY I 5I 0.006700 E040&E0100T•8E06 1 I 0%1040123 10407423 405 16410.5 GAY I 04206100 E501a601P0Z411ILL1ACCESS-6000 2 3 0%224413 22014723 401 40.2 DAY 1 20.07010000 11151*2•5E0e e 3 0%1331413: 374401 406 7640.000 5 04020141600617011 7005 234•W 41 nER/REv6o wet [0 s/ETC-50 e 2 2%41.43 07.022> 4264 7505.3 4240 5 0242425/0 16401&WWI: WU-SEGS ATN 5CE OP 2T16T 5 5 0%0141224 1442723 .621 710.5 GAY 5 0.40.000 5031070.153.501201•112002.01011 0 0 0% 440570 447 700.7 DAY • t1i6l(767371tA1011oti . 9 0-3507-1010 eneiNE 4IA1E0N.CENERT-MO 7 2 2 0%120033 164433 403 760.5 DAY 1 064E674220 E501910112674:407 I I 2%134445 02.405.12 405 410.5 GAY 0SE07-1040 NNi61E1C0106B313MfEN4OJE0-EEG 7 1 I 0%203422 204433 405 4110.502Y 0.404103 SU5ME-SEG 7 10 10 0%x1.44223 044423 40 710.5 OW ■ 204007.1200 =CM 51.0151A2171%D4191Lfl57 0 0 0% 004223 447 1®70.7040 • AgLCO PlPibN • .. 0.100 IJ1JT73134151543315 10 12 0%06423 254403 40 1040-3 DA go 0.1020 1112134740 054N4T 10 12 2%44.422 0500-23 405 760.5 GAY ■ 06100 3443511114 B I 3%034021 124/41 405 7420-S DAY 1 007050 906904100.05100DL46215 34 30 0%21.4622 30000025 205 M0.5 DAY 1.11 067470 nut.m4PLETI471 2 4 0% 4420322 ea 7644-n DW • 757*400 L91e1c1ER0 E3 RNn0M65Nn • •IAes26e Pape Sol 3 TASK 5557 LONGEST PATH. E 44103410420 N Cd47R40702003 Saye 1383 of 1884 EXHIBIT B 1104111441 3100 5W 15ch Street Ico n rte.! Deerfield Beach, Florida 33442 EP.EERFIELD fog?, Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach February 14, 2019 1700 Convention Center Drive Sent Via Ema!i Miami Beach, FL 33139 Attn: Jorge Rodriguez RE: West Ave South--090 Subject: 10-Year Storm Drain CO - Item 5 Jorge, Enclosed please find our formal proposal with back-up in support of our reduced price of$1,227,983 for the 10-year Storm Drainage as submitted originally in our June 28, 2018 correspondence. The reduction in price is mainly due to the new information obtained that approximately 1,310 LF of 48" Drainage pipe is already installed between S"`and 8'r'St along West Ave. A5 you are aware, the AECOM drainage map dated May 4, 2017 provided to RMCF on May 3, 2018 by the City to form the basis of our pricing included this piping as new. RMCF and its consultant CES confirmed via as-builts that this piping is existing. It should be understood the piping and elevations assumed are based on the AECOM Map provided to us on May 3,2018.Absent a fully certified drainage report, any changes in invert elevations due to pipe size changes will require an additional change in pricing. Please review the documentation and contact me with any questions you may have Sincerely, (---A 1 1 Michael-R. Fischer, COO. Ric-Man Construction Florida, Inc. CC: Danny Mancini Tyson DiPetrillo Chris Mancini Sabrina Baglieri Attachments: — RMCF Spread Sheet of Costs R I C - M A N c' u Ns .� R {gage 1384 of 1884 F I u k i n A . I ( . EXHIBIT B ritaCam4.4:,! 3100 SW 15th Street FCCIalifuni Deerfield Beach, Florida 33442 i rEloeeu .no tlh Office:(954)426-1221 • Fax:(954)426-1226 - HCSS Activity Report - CES Scope and Clarifications - CES Pricing Sheet - Supplier Quotations R 1 C - M A N C o s 1 R Rage 1385 ofi1 a84 F L o k I u A , I N C . EXHIBIT B 3100 SW 15u1 Street iCONSmg.? Deerfield Beach, Florida 33442 GEERF,E09EACM FLogtDA Offlce:(954)426-1221 • Fax:(954)426-1226 City of Miami Beach August 7, 2019 1700 Convention Center Drive Sent Via Email Miami Beach, FL 33139 Attn: Jorge Rodriguez Re: West Avenue South 090 Subj: Model Study 2.1 B Price Proposal Dear Jorge, Referencing RMCF's email dated July 23,2019 and the recent directive received from the CMB in the form of an email dated August 2,2019 wherein option 2.1B was selected as the required drainage approach for the West Avenue Project,we include a detailed breakdown of the proposal in the amount of$1,071,000 for your review and approval. RMCF has reviewed in detail the differences between the 10 year storm drainage piping and structures pricing for the South 090 project contained within CO#38 and as recommended in CES's June 2019 Technical Memorandum presented to the City on June 28,2019. RMCF performed a street by street re-analysis of the proposed work.The pricing is based on Model 2.1B (South to North-Appendices 16 and 17). The following notes and clarifications apply to the proposed Change Order: • The$presented above represents additions to current approved CO#38. • Credits have been provided where applicable. • Conflict structures are not included in this estimate-these issues will be priced based on finalization of the Utility Master Plan currently in progress. • Additional cost has been added to account for Pipe sizing increases,impacts to production and equipment needs. • Added structures and side street drainage particularly at the Alton Court interfaces to account for differences between AECOM (DCP)and CO#3B Model and the new CES Model concepts have been accounted for. • Duration impacts have not been analyzed nor are a part of Change Order#4-time extension. RMCF will do everything in its power to hold the CO #4 dates.However,the critical path remains through the drainage work and the approval of DERM. RMCF expects to submit 60%drainage design drawings by August 30,2019. • Segmented Construction Approach has been included in the added,costs above. RMCF would appreciate an expedited review and approval of this Change Order since the design work has commenced and the critical path of the project is through the design,permitting and construction of the drainage system. • R I C - M A N C o N s T RPVer13§6 Af J 8 4 F , U R I u n . i N C . EXHIBIT B 3100 SW 15th Street a:p4 gic.1 Deerfield Beach, Florida 33442 DEERF/ELDBEAcm.Fto"`A Office:(954)426.1221 Fax:(954)426-1226 Please contact me if you require any additional information, Sincer , Michael R. Fischer CC: Danny Mancini Tyson Di Petrillo Sabrina Baglieri Attachments: • RMCF Email Dated July 23, 2019 • CMB Email Dated August 2,2019 • RMCF Spread Sheet and HCSS Detailed Estimate. R I C - M 4 N C O N s 7 k PIge,1387 of�884 If n R I D A , I N c . EXHIBIT B 164-11111,* 3100 SW 15'" Street C urli 1, , Deerfield Beach, Florida 33442 •ofE+u,f,,i,t,,,Fos Office:(954)426-1221 Fax:(9S4)426-1226 City of Miami Beach November 19, 2020 Capital improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090/091 Subj: Budget Estimate for Commission Approvals Option 3A - WTS at 1671 West Ave Water Quality Wells and Pumping Systems Sabrina, Enclosed find the work sheets representing Ric-man Construction Florida,Inc. (RMCF) estimates for the upcoming work at the West Ave South (090)and North (091) projects. As you are aware the Engineering fees for the above referenced design Change Orders were approved by the Commission as follows: DESIGN FEES-Approved • 091 • North Option 3A- WTS at 1671 West Ave-$275.000.It is noted that SO%yo of the value is being processed under#3 RCD by the City.The balance of$137,500 will be funded under the Construction CO below. • 090- Water Quality Design-$542,056 will be processed via a separate RCO#4 • 091 -Water Quality Design-$1,001,781 will be processed via a separate RCO #4 CONSTRUCTION ESTIMATE—For Commission Approval • 091 • North Option 1671 3A-WTS at West Ave-$2,827,054(Attachment 1) • 091 - North Water Quality Construction-$9,177,000(Attachment 2) • 090- South Water Quality Construction-$3,028,000(Attachment 3) K I C - M A N C u e s i R I t t i o n F I O k I n e , I r c Page 1388 of 1884 EXHIBIT B OC" 3100 SW 15''t' Street coNalia, IE. Deerfield Beach, Florida 33442 • DrEw .f ot<bx• Officc:(954)426-1221 Fax:(954)426.1226 Further. it is our understanding that the Model 2.1 B 10 - year Storm Water Upgrade - RCO #5 in the amount of 52,858,000 for 090/091 is under submission for formal Change Order Approval as of November 17, 2020.The proposal was submitted on August 7, 2019. In summary RMCF is anticipating formal additions to the Contract in the form of Contingency Draws and Change Orders as follows: 090 South Water Quality Design - $542,056 • Water Quality Construction- $3,028,000 Model 2.1B - 10-Year Storm Upgrades $1,070,001) Total 090 South $4,640,056 091 North Water Quality Design . $1,001,781 Water Quality Construction $9,177,000 Model 2.1B- 10-Year Storm Upgrades $1,788,000 Option 3A WTS- 1671 West Ave $137,500 (Contingency Draw) Option 3A WTS- 1671 West Ave $2,827,054 'l'otal 091 North $14,931,335 it should be understood a time impact analysis is yet to be finalized based on the delays experienced since December 2019.And referencing RMCF's letter to the City dated January 29,2020,remaining outstanding elements of change- over and above the foregoing items are: • Bay walk- Removable sections-dictated by 1450 Lincoln RD easement terms. • Harmonization identification for ROW and private property encroachments, completed on 11/16/20. • Encroachment/Harmonization relief for residents as determined by the City. • Harmonization effort and re-designs as dictated by current Resolution and future revisions. • Inverted crown between 160i St and Lincoln at Alton Ct. • Inverted crown at Lincoln Ct. • Re-design Lincoln Rd West of Bay Rd due to Option 3A WTS changes. i'Pricing subject to finalization of Geotechnical survey and report of secant pile locations,a function or the Water Quality Design Change Order. R I C - \t A N C o N s t K t° c t t n A F t (i K t u q , It•- Page Page 1389 of 1884 • EXHIBIT B SUr'M4 . 100 SW 15'1' Street colunla,pic. Deerfield Beach, Horida 33442 tortnE060.00,0avak Officc:(954)426-1221 Fax:(954)426 1226 Please contact me with any questions or additional information required. Sincerely, • Michael R. Fischer, COO, Ric-Man Construction Florida, Inc. CC: Danny Mancini Tyson DiPetrillo Jorge Rodriguez Jose Carahallo Attachments: #1: 091 North Option 3A at 1671 West Ave- !Estimate Summary #2: 090/091 North&South Water Quality Construction- Estimate Summary - January 29.2020 RMCF Letter to City of Miami Beach - Map of 090/091 See Cont. Pile&Well Layout (2 ea.) R I C - M A N (' o \ ,, 1 R v i• i i ri ti F 1 n K 1 !n a . ! x Page 1390 of 1884 _ Attachment 1 ! -4— - .... _. .... .. .... . . .._ West Ave 091 WIC:.ftC5t1 1°111/4 WTSthation 3A •11/15/2020r . ... -100111T.ling in. f. . . . . . 1 Force Main.1671 west tn 17th la 1 5 525,000 00 Currently 014 r Mira irwo 41`il eal .- . . • . J— ---.- 1 1 1 fanution Boa et Pump durtlarge 5 145,000 0111 rrecact with ap valves ---1 4- --.— •-- --- • • • - . 3 Drainage Upgrade•Lincoln to 1671 S 496.00000 t .96-R(Pinii.an fnailw,ve weft.end Fri,iv., -- . _ . 4 IlantheapingtRenerratIOnS en parking lot and 17th 51 : 5 65,00000 I. --t— S 175.000.03 1___. 5.‘ IP ump Motor change to 150 HP ilnicludes pane.changes.vaing el 6 Milt and pave pinking lot .5SO.000.00 . . 7 DIssipator size increase 5 50.000 00 :in ar(nuns itri Inn st(PSC h.g.,eiluniei,.nin i.iin,iii . -..... . . i a Is..Well mods at 17th st-for°milieu,' .S 125,000 00 9 MDT at 171n end West eve 1$ 5.000 00 t . . , ... Structural and Fleming for Screening w/f ND,el ai /1 h 000 • ihbir.11 Aluminum screen .______ 1 :2 Skid supprt costs and Supervision .. . 13 Lincoln PO Wall Upgrade S S S 1.0 _h_ -i-5 ..• q10. 0noc:00filri IPI vault/4 barrier re.o 177.ssa ao -a' S 2.1559.S5a OC.L., ... sci...n1 •Included in Rase tun Intl rano.in...nirnwi —. .. . ..._.... . . . .. ..... . ... . . . . .. . . . . .....-__..._ - 14 Engineering . S 137.500 00 I -9-- Sp*4.nr balance rest with COntine•nry re+1. • • . - 1S gonngs/Sut 5 10.0011 DO, .... __.riterlleal lo runniin,Sonei nom!yen+,eel%,,II•ly.al dr.1.1 Kr . _. . . . . . 13 J I s Total :S 7.027,054.00 C.CI CD ...1 C.A.) CO -a. 0 -n --u 03 CO .0., _I • m n X I CO CO 'Attachment x ^_ _____________ ______ ______ ___ _ . . . ' ----_---_-_-- �!pY�� _ . ' --*°~ ----------------- ---- --- vn�»�*h----^— - . ' .' n ~ ' . •091 North ___. _______ ____. �� m��m�� ' _________ ----- --' ------- v�°*p*��w�^� - � • -------' ^___ � - -__ . . . _�***m^o /n,��m�p�p�� 5 n��0�� -_--_- . • �Ir��t��es ------ �---- ' ' � � F---'------ --- ------'� - - � -- - ='-=+-' ' `'' ' ' . . . 120'DiaMeter Secant Pile Structures � � • � _ 0 5 _ ' _' . . . . !��^=�. �v�u� ' . 5 584.200 00 ' - , . . _____-__ . _1. _-_'-_-' __- � . .. . Panels ' ----- . - Control 3 ./53��»» i 5 -i5625.0r.�tv..' - a__ -` ' . . _��c��u"v 6013P with ^� ' -' � � . . _ ^ � - .., . ' _�� - .' . ' | — --T- - ' . ' . •CD -_______ _ - - ` ' - ' ' 'mo 100"Wells 5 �ou13. _� � � _ � �� -_+____--- _._-__ ��__-_ ^ � -_ - � - . . CO _- _ - -_' � -_-__ . trotal Budget Price '~ -- ------�--' ---- ------~- ^_ -_-_`'-z ---�� 9,177,000.00 . _ . _ __ _ - _______---_ - ___--~ __ _ -^-___-___ . , . _ � � . -4..CO ___--_--___ ___~___ ______'_�_- on !Nte ---1 -- --- .^---- -'-_-- --- `•---'- ' ' . ' ' g uc +^ - ' - �__' 1 __________�_�_ . ' noret n gandWel ubjec ~ to change'mon ",.*o~��^,,4:31••�=, 2 .Continuous operation anticipated separate from Segmented construction approach for base price as necessary,_ • --' 3 Anticipated Sequence of Construction. . Dur In Cal days 74 `^ ` � _-____+ _ ___- ____-_-__ . . . . ��^�� _.._ __ �-- - ' -- --' ' .. ' '�w�m`�f��us . '__ - ^. .. ' . .. . . Segment 3 North-2u" op i ' ' . ;Segment 6 North.2 tor 80 ' ' . "Segment 5 South-1 tot 40 . . . 'Segment 9 North-1 Loc 74 " . ' 5 lSegments nf Roadway I full width)will be closed to thru traffic at each location 801 x 50'W spacing required at each loCation'for SPCan, _ . pen irat ion CO concert with 111 W TS CO --- _ � . �" ' ' ' . ject to!ARM approval | X' /---- ' -- ' .." "="�E^»�e�s�^�m^w^r"e��n�n*nn" "m,m m wellS Report I � ----'- - -----'.-- ' - - .. . . /» AElectrical Service to 10 Panel locations provided by FPL within urw new panel locations -- CO --- - --�-----�- - . . .. . —pm�u"��,�y�r��"*, | ' ' -o1A^aohatches are standard NS-mv°ok loading / c =° .--.. , � EXHIBIT B 110'MA/y 3100 SW 15th Street IOWA&gs, Deerfield Beach,Florida 33442 c_z, ,, Office:(954)426.1221 Fax:(954)426-1226 City of Miami Beach January 29, 2020 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Ave 090/091 Subj: CO Status and Path Forward Dear Sabrina, In conjunction with the upcoming Change Order Request we are preparing for the 1S well water quality issue (DERM) directed by Public Works,we provide below the status of pending changes and comment on the project overall.This information is compiled for three(3) reasons; (1) to ensure we remain on an expedited path to issuing the necessary documents for billing purposes, (2) to communicate to City leadership of the impacts in both time and cost as a result of these requests and,(3) to suggest a reasonable,doable path forward. Pending Changes: • Change Order 5 North and South Non-Compensable Time impact through December 2019 CPM update- re-submitted on 1/8/20 for 986 and 1,265 calendar days for 090 and 091,respectively. • Change Order 6 North and South $2,858,000 Model 2.1B Drainage System Upgrades-Submitted on 8/7/19.The further upgrades in pipe sizes and structures are required pursuant to the CES 10-year model study (completed in June 2019)to AECOM's 10-year drainage map which recommended increases in pipe sizes under CO 3B.The original DCP specified pipe sizes and structures per 5-year criteria. • Change Order 7 North $1,398,554+ R I C • M A N C o N s i R U C 1 I tN F I tl R I D A . I N C Page 1393 of 1884 • EXHIBIT B 100111144p. 3100 SW 15th Street ;IANI &p;,; Deerfield Beach, Florida 33442 t E,,, nowt: Office:(954)426-1221 Fax:(954)426-1226 Median Concept at Lincoln Rd for the pump station power and control facilities and addition of emergency generator.Added features include a Plant wall,Screening, Garden/Park concept at Lincoln Road End and the movement of the structures 200 feet or 1,000 feet to the west along Lincoln road between Lincoln Court and Bay Road or at the Alton Road intersection,respectively. • Budget pricing was submitted on 9/20/19. • Change Order 8 North and South S11M-S17M Addition of 15 Water Quality Wells and settling basins with pumping systems to improve water quality along the West Avenue corridor per DERM. The range in pricing for the 15 well design is due to the various methods we are currently vetting.The primary cost is not the well itself but the 90 second retention time required before pumping into the 100-foot-deep wells translates to extensive and deep settling structures to meet DERM criteria for water quality,and protection of the wells long term functionality. (15 wells with 11 settlement structures-9 at 2,000 GPM and 2 at 6,000 GPM =30,000 GPM).Also explored was a single deep well with Youngquist Bros.-a deep well specialist. We discussed the possibility of a single 3,000 foot 36"well capable of handling 30,000 GPM.Their budget estimate is in the S17M range. RMCF and CES are looking for ways to optimize the well design by analyzing circular settlement structures using"in the wet"Secant pile or"dig and sink"methods as an alternative to conventional Cofferdams w/tremie seals for the rectangular structure design.The current settlement structures(11 EA)are 30'deep with a footprint between 31'and 40'long x 11'wide-all contained within the ROW.The size and complexity of a sealed cofferdam at 11 locations is daunting. • Change Order 9 North $TBD Inverted crown at Lincoln Ct as requested by DPW to re-design road elevations to deal with the dip and its effects on the low property at 1441 Lincoln Ct. • • Change Order 10 North $TBD RI C • M n N C G N N I R t' ( l I o % FLURIIIA I N ( . Page 1394 of 1884 EXHIBIT B jC' . 3100 SW 156 Street . ; TAR,g ,- Deerfield Beach, Florida 33442 ;•ear,eto c,,ow&° Office:(954)426-1221 - Fax:(954)426.1226 Inverted crown between 16th St and Lincoln at Alton Ct to adjust elevations and drainage design to accommodate the new commercial development along Alton court outside of DCP requirements. • Change Order 11 North and South STBD Harmonization Effort- resolution of drainage issues and encroachment (licensing Agreements) - reference CIP memo dated 1/16/20. New requirements over and above agreements under the DCP and CO 3B include: 1. Mapping Encroachments within ROW on harmonization drawings. 2. FFE studies of individual properties above and below new crown of roadway. 3. Developing criteria for identifying potential flooding scenarios based on new crown elevation of roadway and its effect on individual properties such as pools,elevator entry,garage entry,green areas,storage facilities,parking lots,electrical rooms,etc. 4. Individual analysis and information gathering of individual property Storm Water existing drainage conditions,rain leaders,wells,piping,etc. 5. Future costs to relocate/remove encroachments within ROW and add or correct drainage within properties based on Licensing Agreements and past City practices or waivers outside of DCP requirements. 6. Adjust harmonization designs to permit encroachments within and without ROW such as parking,structures,gates,fencing walkways,trees,etc.or other elements to stay within the ROW or properties and the added work,if any, associated therewith. Notwithstanding the implications of water quality issues City wide,it is important to understand and communicate that the current pending Change Order status is approaching another$20M+to put all these change requests into effect. As we approach 100%billing capacity for the current design concepts RMCF and CES are continuing to design and develop these added concepts (as directed by the City)without a formal CO from which to bill under.A method of dealing with this reality should be determined to ensure momentum on these issues Is not compromised in any way. Also considering the delays we are about to experience with gaining full segment approval from homeowners due to harmonization (Licensing Agreements),drainage,flooding concerns and directives for dealing with single and multiple family hook-ups,we recommend a limited NTP to commence the installation of the Lincoln Road Pump Station and Generator Sets at 5th,6th,10th,14th and 17th St while the harmonization and water quality issues are worked out R I C - M A N C n N S I R I r 1 I II n F I O R I n A . l N c . Page 1395 of 1884 EXHIBIT B OC. 3100 SW 15th Street COMA n.NQ Deerfield Beach, Florida 33442 F _; Oflice:(954)426.1221 Fax:(954)426-1226 The logic here is that all these installations are within City ROW(6th may be an exception) and the Lincoln Road PS location will not change. Impacts to private property will not be affected i.e. road raising and harmonization issues.Access will be provided at all times. Proceeding without a Class 2 permit at the Pump Station would require DERM permission but,considering the 15 well water quality concession negotiated by the City,a conditional permit may be arranged. In this way the City and its residents may see progress shortly as opposed to a longer drawn out approval process. We are happy to meet with you,David, Nelson and Roy at any time to review these matters and look to your guidance on timing and approach. Regar s, i _ • `' f I 1' - -- Michael R.Fischer,COO. Ric-Man Construction Florida, Inc. CC; Danny Mancini Tyson DiPetrillo Nelson Perez-Jacome David Martinez Roy Coley Jose Caraballo- CES Jorge Rodriguez • R I C P,I A N C u N S 1 KO ( 1 1 u N Fl O F IDA , INC Page 1396 of 1884 EXHIBIT B WEST AVE- PROPOSED CONSTRUCTION SEGMENTS - NORTH 091 � - t- � y '4tiJc�s, ' p'it. 1ti is AO.jilt O _-1 $' IS =: s� ;:< i t . Z -i A- i f Ara ;s I. •.. �� 111 {_ � �(� - r y , ft P a : _;, �� ''< 1 late gq "` t frit,Te''-', 411. r , - - r$'� i r„` ' t ! t�+ _ raT to s. .t S- * _ 1 F -T vi 0...,..-..A. i ..'..gip. Sir 1 t • '. 4r ` .F} V- _.moi- 3 , ' r t.'-b _...,..!..it.,,,,,,,„......4. c I }'t 1 ,, i _ _ - 1 v.- .- 4- ai r r # .- jj*j N4 I-ItTI NTS AIO OueMatlE r 1 it - �. ' r i 1 -F i'-' r ( 11 N®7- LINCOLNCT.�TO IRM NAY RD, ON•isTs CT SA UT i4. �1 rt . ' NO 4•LW6ata feta a YT an _ 11 ¢ • ; - % Noa-Mr.Re6woM+RM Toil IT R j L• t P!o•-woT Alts rw®tl/RH R TO,-...,-.1.11:11TH Tv I } f [ S .- . ¢ 1 r, MP 009: EXHIBIT B WEST AVE-PROPOSED CONSTRUCTION SEGMENTS- SOUTH 090 ,r ,...:.,,.7,,._.. 'tiy .:.4-1_,-.•,.....2_.1:(,...-•7—.i"1,r.',--_-,:,,'.,._:-.:,,,,-_ C —.:,,r.-:,::_.: "la,,::-t-.v,::-,-'.,,...i, L: • - - t...`�-^` - -mac 4w . f1:-.7:•,---0-41--,-,1-.-3-:.---,_---7..':•,, : : o _ `' :z - v •s III . . ` ION Eli 21 ftt .[,, jQy'yce-, .,..-, _r tii' ,.. . •ffl% MI I I ' o �4 p�(t.F :1 J , I It h. 4 • It P - e. ' / ` Vr' ` i .;,.. �--- L a �.. `I. te. ••X1 -- 4 _ iv i ..,1-t.._ 5. L °e - a . -- i "P ,rte-+r Vii -r-- - �-: t r i s I 1 t. r t k � + _ i ` r K 1 i ( • p t Wt.KN K,LWiK AVE `- IT_.- a a. - r+ moi .5, i[P 7-UM WE,MAT AVE L'IMO LT l { C } i -s.- "lY`V t y .1.41...i • f ((SI turn KtILL=T AVL Yry z ti 1 . • , i.' •, An L-8Th LT L WENT AVE C-,.--- a3 k .'•s•y i i. t~` f . 1 1 [ 1 1 { • z. • K9 L.11l1KLltlrl KA 3 • 8107-MYON GT raam rrm Tou raR Page 1398 of.1884 Ric-Man Construction FIOF!43 Inca,IT B 3100 SW 15`h Str ICS Deerfield Beach,FL 33442 Michael Fischer awl (954)426-1221 �...,� ow PDX (954)426-1226 . _.„.. From: Perez-Jacome, Nelson <NelsonPerez-Jacome@miamibeachfl.gov> Sent: Friday, November 15, 2019 4.19 PM To: Tyson DiPetrillo Cc: Evora, Mariana; Pena, Giancarlo;Soto, Luis; Michael Fischer;Jose A.Caraballo. P.E.; Baglieri, Sabrina; Rodriguez, Jorge Subject: Re: 100% Drainage Design Submittal Hi Tyson, We appreciate all the work the team has put in to date. However,last week I had a conversation with Danny and Mike regarding certain changes to the scope of the contract.Specifically,changes that would address DERMs permitting requirements and improve water quality for the basin. Our team at city is working out the conceptual details so we can provide them to you and your design engineer to further elaborate. Please hold off on any formal submittals,as we will not proceed to permitting without these changes. Thank you. Nelson Perez-Jacome, PE City Engineer PUBLIC WORKS DEPARTMENT MIAMIBEACH 1700 Convention Center Drive, Miami Beach, FL 33139 Tel: 305.673.7080 www.miamibeachfl•gov On Nov 15,2019,at 4:10 PM,Tyson DiPetrillo<tdipetrillo@ric-manfl.com>wrote: Good afternoon Team- RMCF has addressed the 90%drainage comments received and submitted the 100%Drainage Design(Permit Set)via e-builder for approval.We are prepared to bring the hard copies for CMBPW stamps and pick-up the signed permit application to make a formal submission to DERM and ERP...please advise when the PW team is available to review and stamp the drawings, thank you. Tyson DiPetrillo Project Manager <image001.jpg><6W49 k2&, > RIC-MAN Construction Florida.Inc. 3I00 SW 15th Street,Deerfield Brach.H 33442 Office: (954) 426 1221 I Fax (454)426.12M Cell-(954)448-6994 www.ric-mantl.com tdip4ljLllo a ic- nll.cnm • Page 1 i99 of 1884 EXHIBIT B CES Consultants, Inc. CIS West Avenue Phase II, Miami Beach corsuLtArts Meeting Type: Drainage Meeting Date: Wednesday, October 30th, 2019 Attendees: Nelson Perez-Jacome - CMB PW Luis Soto-CMB PW Mariana Evora - CMB PW Sabrina Baglieri -CMB CIP Tyson DiPetrillo - RMCF Jose Caraballo - CES Erik M.Alcantara-CES Location: City of Miami Beach-Public Works Department 1700 Convention Center Drive,Miami Beach, FL 33139 Discussion Items: 1) Meeting to discuss drainage design and the approach towards DERM permitting 2) Current Issues: i. RMCF/ CES were directed through the DCP to provide yard drains for all properties within the project area. ii. A resolution from the CMB Commission established providing yard drains for those residential properties which will at the end of the project have a FFE below the crown of the road. RMCF/ CES received this directive and proceeded to design the drainage system under this directive. RMCF/ CES performed additional surveying services to capture all FFE within the project area and compare them with the proposed crown of the road.Once this was established, RMCF/CES performed additional investigation of existing private property drainage permits to further reduce the number of properties that will require yard drains. The final tally was 68 properties. The RMCF / CES analysis did not distinguish between commercial and residential properties, only a comparison between FFE and Crown. iii. A new directive has been issued today to include a yard drain to all properties within the West Avenue Basin. RMCF / CES pointed out that the West Avenue project does not have enough water quality to handle the Right of Way and all private properties. CMB requested that we combine all treatment capacity from all nearby pump stations. Page 1 of 3 Page 1400 of 1884 EXHIBIT B 3) Resolution to Issues: a. CMB and RMCF / CES were all in agreement that the model and subsequent design provides sufficient conveyance for the to-year / 24-hour storm event for the entire West Avenue basin(io6 Acres for West Avenue and 41 Acres for Alton Road).The issue at hand and the reason for the meeting is to discuss the water quality approach during permitting. b. During the meeting, RMCF/CES were instructed to evaluate water quality for the entire project area. i. RMCF/CES were instructed to combine all of the water quality treatment capacity (6th Street, loth Street, 14th Street, and iv"Street; CMB and FDOT pump stations) so as to prove that in a worst case scenario, there is enough treatment capacity to manage the water quality for the entire West Avenue Basin (Right of way and all private property parcels). CMB will provide information regarding the basin for each pump station. In the event that there is not sufficient information to define the basins for each pump station, CMB will provide RMCF / CES with a letter defining each basin for each pump station. Everybody was in agreement that the information required is for the basins as per the design of each pump station,and not the influence of everything to the east of Alton Road(The Flamingo Basin Area). Everything to the cast of Alton Road will be included in future improvements. ii. RMCF/CES were instructed to incorporate yard drains to all properties within the project area. Additionally, CMB requested to include yard drains at all sides of a property that face a right of way. It was made clear in the meeting that CMB does not intend to provide a yard drain to all properties. They will only provide yard drains for those properties impacted negatively by these stormwater improvements. The reason for all the yard drains is to present DERM with the worst case scenario, and assure them that there will be enough water quality for any unforeseen cases, iii. CMB directed RMCF to address the CMB PW comments, incorporate all yard drains(as discussed above),and address the water quality(as defined above)and quickly submit to DERM to begin to receive feedback. They also requested to conduct as many meetings with DERM as DERM will permit to keep an open dialogue and information flowing in both directions. iv. CMB also mentioned that they have a meeting with DERM today about a separate topic. But,they will discuss this project with DERM and relay any new directive to the RMCF/CES team. v. CMB requested that the RMCF/ CES team provide an elevation for the HGL for each property. vi. CMB requested that RMCF/CES prepare an additional permit application with a CMB signature line for Eric Carpenter. vii. All of these requests are outside of our original scope of work and as such RMCF/ CES will execute Page 2 of 3 Page 1401 of 1884 EXHIBIT B 01'.4 .. . . ... . .. .. . : .,.. ' ' — ,...--,-•-;1- '71,T. -•.-r--:'-t-- "'.',#,-,_'''f4-74:fi:-.',-.,',A2-:'llt.Ck*,: -1,•:,''1• • ,, ,. . • 1 - f.:..-, -.%.,Itt-t-f.: ';-'.•.... --`-`itlf-i'A%'••, ;'-‘til:', - . : • - :r. - . „ •• -, - 1 :11.-0'•' . ,. I: . . . 17-.T.A4-4 -ti-ot . :---'r--•Airo-t 0 • o• ....,:o. i.:ft,.---, •,,- -eo--- .t.:,•,•••_t• ;,,,,. - • . • • " . ,•1:. ,tio•to4..o.:•,- --- . . .1-t•v'''.,•:,,,, 2cCIS . , -Er.:111F:_•'• I. r • • .. —-t-o to,,,,-4'0`.:i.'• • •,•:.: ,:*,.,• ' . • •-••&,- -„••,';'-10-f•Vo:tc'tr,•-4 ' = Pa.'-''''7•Mk •'tiV:Zit:'Jew j t Z C 6 45 4 S3 . . ),... 0 alit-Nf,Tii:Jirti•i:,!':',. .t. i.t5 -.:Ps; • 1------ .. - • ,,-.-Fa--..,, ,,:.;,..-,ii•I, , :-." • )q c(5, t'.-•;';',-r4ri-; ?•'•'.:- ..•:- : 4 5 k :... 74.1Vr.„.,::,..', -t•-• 4.;;:. 1 i y 75-c6 'i;03 .• ' '..1-ef•I''it )}.' . 1..71h 51. ,,.. (Gt° a') •. ),,,,• --,,,..,...:,...,....... ;, • i • in ft). 13°d5 _ . . . .... _ .... . .„..:: .-- - 4 .1• . ,,::•::•••;•••,;. • . • 7:,...:..V.1.... ... . . . 1-. b ................,....„......... • . ••••.:}... .,H: . . ,,::•: . . .... . • Water quality notes from CMB Page 3 of 3 Page 1402 of 1884 EXHIBIT B ' 3100 SW 15th Street a'��i ;00inTa*' Na'IIC„ Deerfield Beach, Florida 33442 k'EntnaD Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach October 31,2019 1700 Convention Center Drive Sent Via Email& U.S.Mail Miami Beach,FL 33139 Attn: Sabrina Baglieri Re: West Avenue 090/091 Sub): Water Quality and DERM Class 2 Drainage Permit Dear Sabrina, Ric-Man Construction Florida,Inc.(RMCF) and its Lead Design Consultant,CES met with CIP and Public Works on October 29,2019 and again on October 30,2019 to discuss the submission of the 90%drawings to DERM to commence the Class 2 Drainage permit process.The minutes of the October 30 meeting are attached as well as a letter from CES dated October 31,2019 detailing the deliverables needed by CES to complete the calculations requested by the City on water quality for the West Avenue project.Details were reviewed relative to comments made by the City and changes proposed/requested involving water quality on the 90%drawings as well as general corrections/comments to the drawings which have been deemed necessary before making the formal Permit application to DERM. As the City is aware,the contract DCP removed any responsibility for Drainage design from RMCF's contract. Pump Station capacity,treatment structure sizing,piping sizes and routing were provided based on a drainage report supplied by others.The DCP clearly stated"The CMB will be responsible for this report and any changes that are required during the permit process"(DCP21 -Para 5). Moreover,the City continued"The size of the proposed storm water trunk lines along West Ave, Bay Rd and Lincoln Rd is fixed and shall not change unless approved by the City Engineer after the project is awarded"(DCP21 •Para-5).The Water Quality issue was locked in as detailed under Para 6-"Storm Water Pump Stations"of the DCP wherein it states on page 26 of the DC? "The treatment structure designed to treat a minimum of 50 CFS "solidifies the water quality requirements RMCF was obligated to provide at that time. RMCF's sole responsibility relative to Drainage was to finalize the drainage profile to create a positive system with slopes designed to provide a minimum velocity of 2 feet per second based on full pipe flow at a value of 0.012 (Manning's Equation).Consequently,drainage volume and water quality were carved out of RMCF's original Design Build scope.As we now know the criteria specified by the City in the DCP was based on a 5-year design storm event formulated by its consultant AECOM (Later revised to 10-year for RMCF pricing). Subsequent to the"Pause"(December 2017- December 2018)which was initiated by the City to study additional measures and recommendations from the Commission sponsored ULI effort,RMCF was requested to provide a full and complete hydrologic/hydraulic(H&H)model based on a 10- year,24 hour storm event and provide recommendations to the City for any changes to the current proposed design In March 2019.In RMCF's proposal under Appendix 1 "Project Requirements R I C - M AN C O N s 1 UL IION FLORIDA , I N C . Page 1403 of 1884 • EXHIBIT B 'Siumultfi , 3100 SW 15th Street • icouT'` �i'Bit Deerfield Beach,Florida 33442 DEou� ,na10♦ Office:(954)426-1221 Fax:(954)426-1226 and Assumptions,Item 8-water quality modeling or design was excluded(See Attachment).The City accepted RMCF's proposal in the form of Change Order 3A for both 090 and 091.In June 2019 RMCF issued its Technical Report with several options or alternatives the City could undertake to deal with volume of water,only.Water quality analyses were not included In the study.The City elected Alternate 2.18 in August of 2019 and RMCF provided proposals for the changes to the AECOM 10-year Model dated February 20,2019 (the subject of items 5 and 17 of CO 3B for 090 and 091 )resulting in a proposal dated August 7,2019 for added upsizing of drainage pipe sizes,and additional structures.This proposal is pending a formal Change Order. RMCF and CES are proceeding in good faith to assist the City in addressing the"water quality" issues which have now come to light based on DERM representations to RMCF,CES and the City in various forums. Consequently,RMCF hereby notifies the City that pursuant to Contract Article 11 "Changes in the Work"the effort underway and potential resultant design and construction changes constitutes extra work.As such RMCF specifically reserves its right to added time and cost,the full implications of which,are not known at this time. Current anticipated/known changes include: • Water quality calculations and analysis as documented in CES Memo dated October 30, 2019. • Design and Construction of a Jockey Pump and Well System at the Lincoln Road Pump Station. • Capacity increase of the CDS Treatment Units-includes equipment and depth changes at the structures. As additional work items become known RMCF will notify the City accordingly. Please contact me with any questions you may have Sincere) 1-.\ Michael R.Fischer,COO. Ric-Man Construction Florida,Inc. CC: Danny Mancini Tyson DiPetrillo Jose Caraballo Jorge Rodriguez Attachments: - Meeting Minutes dated 10/30/19 - CES Letter dated 10/31/19 R I C • Mt A N C u n s I R IF 1. o k I o A , IN ( Page 1404 of 1884 EXHIBIT B titC+'°' 3100 SW 15th Street colisAR, Deerfield Beach,Florida 33442 ., , , a_owo" Office:(954)426-1221 Fax:(954)426-1226 — DCP Pages 21 and 26 — CES March 2019 Modeling Proposal. R I C - M A N C U N S 1 R U C t ( O N F i. o R I n A , ( n. c . Page 1405 of 1884 EXHIBIT B Michael Fischer From: Michael Fischer Sent: Friday, March 27, 2020 3:34 PM To: Perez-Jacome, Nelson Cc: Evora, Mariana; Baglieri, Sabrina; Rodriguez, Jorge; Danny Mancini; Tyson DiPetrillo Subject: West Ave Wells Proposal Detail Attachments: Water Quality- Proposal Detail - West Ave.docx Nelson Per our meeting yesterday enclosed find an expanded proposal for design of the Water Quality Well systems pursuant to RMCF's February 10, 2020 detailed submission as revised on February 18, 2020 and modified on March 5, 2020.As discussed RMCF will wait for formal direction from CIP to proceed with the design development . Upon release to design we anticipate 90 days to complete the effort but will submit 30% and 60%designs to DERM as deemed necessary by the City to secure approvals by the Agencies on our approach. At the 30% mark(approximately 45 days from NTP) RMCF will provide a firm lump sum price along with schedule impacts via CPM analysis for the construction of the well systems. Please advise on the acceptability of our proposal and provide direction to move forward as soon as practicable. • Regards, Michael R. Fischer, COO. O.** OC1.14* n,INC. STAR,NIL R1C-MAN Construction Florida, Inc. 3100 SW 15th Street, Deerfield Beach,Fl 33442 Office: (954)426-1221 l Fax: (954) 426-1226 Cell: (703) 732.77. 17 www,ric-mantl.co n MFischer(tRic-manFLcom rds Mike Page 1406 of 1884 EXHIBIT B City of Miami Beach Design / Build Services for West Avenue Improvements Phase II North and South of 14th Street 2016-090-KB 2016-091-KB Water Quality Drainage Wells Design Scope of Services March 27, 2020 Prepared By: oes CONSULTANTS 880 SW 145th Avenue, Suite 106 Pembroke Pines, Florida 33027 Page 1407 of.1884 EXHIBIT B City of Miami Beach C s u:u i. 4*r: DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES) is pleased to submit this proposal to perform the design of 11 water quality facilities throughout the West Avenue project area. The design is based on discussions with City staff, an analysis performed by the RMCF DB Team, and a directive provided by the City of Miami Beach. The design will expand on the conceptual design prepared during the analysis phase of this effort. The water quality design is for 11 individual stormwater lift stations that will pump stormwater into _ 15 shallow drainage wells. The shallow drainage well depth will be approximately 100 feet, and the pumps will simply produce a pressure similar to four(4)feet of head. The system will collect a portion of the stormwater from the main lines on West Avenue and Bay Road and convey it to an underground settling tank. These tanks will be designed to retain the stormwater for 90 seconds, at which point, the stormwater flows into a wet well. A single pump will be located inside each wet well and pump the stormwater into drainage wells. The discharge piping will have a passive relief system to assure that the pressure equivalent to four(4) feet of head is not exceeded. Each of the 11 systems that will be located throughout the project area. Each system will have unique features due to the variation in above and below ground features at each location, as well as, the varying connection points along the main system on West Avenue and Bay Road. Due to these factors, each system will require a complete design. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 1. Perform soil borings at each location. 2. Development of complete engineering plans for each of the 11 systems. Plans will be submitted to CMB at 30%, 60% and 90% for review, including informal reviews with DERM. IFC package will be prepared once all permits are issued. 3. Preparation of permit package, and all necessary meetings and revisions to attain a permit. Permit fees are not included. 4. Preparation of IFC plans once all permits are issued by the regulatory agencies. 5. Revision to the stormwater model to incorporate this water quality component. 6. Revision to the drainage report to incorporate this water quality component. 7. Revision to stormwater drainage plans. Adjustment to the stormwater plan to make connections to the water quality systems. 8. Revision to landscaping plans. Adjustment to the landscaping plan to make space for the control panels. 2;P age Page 1408 of 1884 EXHIBIT B City of Miami Beach DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 9. Revision to potable watermain plans. Relocating a segment of watermain along Lincoln Road to make space for the water quality system. 10. Revision to sanitary sewer plans. Relocating a segment of sanitary sewer along Lincoln Road to make space for the water quality system. 11. Engineering Services During Construction GEOTECHNICAL INVESTIGATION CES Consultants, Inc. shall prepare a listing of the specific geotechnical investigation requirements specific to the scope of work. The Design Consultant will manage the geotechnical task. The goals and objectives of the geotechnical investigation may include the following: 1. Identify soil types within the project area 2. Identify the characteristics and properties of the soils present 3. Use available soil characteristics, properties and potential project geometrics to identify possible geotechnical concerns 4. Provide geotechnical recommendations for engineering design 5. Evaluate groundwater conditions Upon completion of the geotechnical investigation, a report will be prepared and submitted with the 30%. The report shall include the following: 1. Brief description of soil conditions observed in the field and in the laboratory 2. Conclusions and recommendations regarding: a. Primary geotechnical engineering concerns and mitigating measures, as applicable b. Site preparation and grading including treatment of weak, porous, compressible and expansive surface soils and the construction of fills. c. Preparation of subgrade and aggregate base for pavement areas d. Pavement sections (if required) One (1) soil boring to a depth of 100 feet below the top of ground elevation at the location of the proposed wet well. If additional soil borings are required, CES will request additional funds to obtain soil information. DESIGN AND PLANS PERMITTING CES Consultants, Inc. will prepare and submit design plans to CMB for the following phases: 1. 30% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Perform a water quality analysis of the site. • Participate in one (1) informal meeting with DERM to discuss conceptual design. • Develop alternative options to satisfy the water quality needs. • Develop conceptual drawings of the system, and identify locations for installation. 3 Page Page 1409 of 1884 CISEXHIBIT B City of Miami Beach CINIBLIIIIL DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • Revise the drainage model utilizing ICPR4. • Perform engineering calculations to define the size of structures and pumping requirements. • Preparation of system curve and pump selection. • Perform a utility conflict evaluation and coordination. Identify possible conflicts and necessary resolutions. • Develop 30% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets (min. 35 sheets per system; 385 total sheets)for each of the 11 systems: • General: o G1 -Cover and Index o G2- General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan o C4-Grading and Restoration Plan o C5- Standard Details o C6 -Well Drill Plan (Not part of this submittal) • Mechanical: o M1 -Mechanical Notes o M2 -General Plan o M3-General Profile o M4-Settling Tank Plan and Sections o M5 -Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7- Drainage Pipe and Force Main Profiles o M8— Passive Relief System Profile o M9—Mechanical Details • Structural: o S1 —Structural Notes o S2—General Plan o S3 —General Profile o S4—Settling Tank Plan o S5—Settling Tank Section (Not part of this submittal) o S6—Wet Well Plan o S7—Wet Well Sections (Not part of this submittal) o S8—Drainage Well Plan and Sections o S9—Control Slab (Not part of this submittal) o S10—Secant Piles Details (Not part of this submittal) o S11 —Structural General Details • Electrical: o El —Electrical Notes o E2—General Plan and Grounding o E3— Equipment Layout and Sections (Not part of this submittal) o E4—One-Line Diagram and Schedules (Not part of this submittal) 41° age Page 1410 of 1884 • C-esEXHIBIT B City of Miami Beach c I I s n t►a i r s DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services o E5— Controls Diagram (Not part of this submittal) o E6--RTU Installation (Not part of this submittal) o E7—Electrical Details 2. 30% Deliverables: Provide 30% Design Plans as follows: • One(1) Copy, 11" x 17" Design Plans. • One(1) Copy of Draft Drainage Report • One(1)Draft Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 3. 60% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop a well drill plan. • Prepare structural settling tank and wet well section plans. • Develop secant pile details. • Develop control panel slab. • Finalize electrical equipment selection. • Develop electrical equipment layout and sections. • Develop controls diagram, one-line diagram, electrical schedule, and RTU installation. • Develop 60% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 - Cover and Index o G2-General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2- Proposed Site Plan o C3- Proposed Section Plan o C4-Grading and Restoration Plan o C5-Standard Details o C6-Well Drill Plan • Mechanical: o M1 -Mechanical Notes 51P age Page 1411 of 1884 CIOEXHIBIT B City of Miami Beach c i i 3 B i 1 i i T c 0/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services o M2-General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7 - Drainage Pipe and Force Main Profiles o MS—Passive Relief System Profile o M9—Mechanical Details • Structural: o 51 — Structural Notes o S2—General Plan o S3—General Profile o S4—Settling Tank Plan o S5—Settling Tank Section o S6—Wet Well Plan o S7—Wet Well Sections o S8— Drainage Well Plan and Sections o S9—Control Slab o S10— Secant Piles Details o 511 —Structural General Details • Electrical: o El — Electrical Notes o E2—General Plan and Grounding o E3— Equipment Layout and Sections o E4—One-Line Diagram and Schedules o E5—Controls Diagram o E6—RTU Installation o E7—Electrical Details 4. 60% Deliverables: Provide 60% Design Plans as follows: • One(1)Copy, 11" x 17" Design Plans. • One(1)Copy of the Revised Drainage Report • One(1)Signed and Sealed Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 5. 90% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Finalize all aspects of design in preparation for permitting. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. 6 Page Page 1412 of 1884 EXHIBIT B City of Miami Beach c I I s a L r A u T i DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • Develop 90% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 - Cover and Index o G2 • General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3- Proposed Section Plan o C4-Grading and Restoration Plan o C5- Standard Details o C6-Well Drill Plan • Mechanical: o M1 - Mechanical Notes o M2-General Plan o M3-General Profile o M4-Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7- Drainage Pipe and Force Main Profiles o M8—Passive Relief System Profile o M9—Mechanical Details • Structural: o S1 —Structural Notes o S2—General Plan o S3—General Profile o S4—Settling Tank Plan o S5—Settling Tank Section o S6—Wet Well Plan o S7—Wet Well Sections o 58— Drainage Well Plan and Sections o S9—Control Slab o S10—Secant Piles Details o S11 —Structural General Details • Electrical: o El — Electrical Notes o E2—General Plan and Grounding o E3— Equipment Layout and Sections o E4—One-Line Diagram and Schedules o E5—Controls Diagram o E6—RTU Installation o E7— Electrical Details 6. 90% Deliverables: 7 P a g e Page 1413 of 1884 EXHIBIT B City of Miami Beach c s l s u i s i.t s DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services Provide 90% Design Plans as follows: • One (1) Copy, 11" x 17" Design Plans • One (1) Signed and Sealed Drainage Report • Completed permit applications • Electronic Submittal of Design Plans and Drainage Report(Uploaded to E-Builder) ASSUMPTIONS This scope of work and deliverables are based on the following assumptions: • At the end of each design deliverable(30%, 60%,and 90%), CMB will review the plans and forward review comments to the RMCF DB Team within 14 calendar days. • The design team will use the existing project survey provided by CMB. • Permitting fees are not part of this scope of work or fee proposal. • This scope of work and fee is based on the design of 11 independent water quality systems and a total of 15 drainage wells with a depth of 100 feet. 81P age Page 1414 of 1884 EXHIBIT B ttiC- y 3100 SW 15th Street icoNIAR,m;, Deerfield Beach, Florida 33442 ;a ,fix ,w Office:(954)426-1221 Fax:(954)426-1226 City of Miami Beach May 14, 2020 Capital Improvement Projects Office Sent Via Email 1700 Convention Center Drive Miami Beach, FL 33139 Attn: Sabrina Baglieri Re: West Avenue 090- South West Avenue 091 -North Subj: Water Quality Design Fee Sabrina, Enclosed find the revised Scope of Services proposal from CES based on comments received during our May 4,2020 negotiation session_The write up has been expanded to include a more detailed scope of work,a Permitting Section(7),IFC Deliverable Section(8)and an expanded Assumption Section(9). RMCF provided a draft Scope with drawings on February 10,2020,a formal proposal with preliminary conceptual designs and well locations on February 18,2020,a breakout proposal for 30%design development on March 5,2020,an initial negotiation meeting on March 26, 2020 followed by an expanded proposal submission on March 27.2020 and a final formal proposal on May 4,2020 precipitated by the Commission's approval to proceed with the design development. Our price proposal remains as follows: 090-$542,056 091 -$1,001,781 Notwithstanding the potential relocation of the Lincoln Road Pump Station to 167] West Ave and pending a full Commission vote on June 26,2020,RMCF strongly recommends the City release RMCF to proceed with at least the South Water Quality design effort since the south will not be affected by the relocation of the pump station.We also recommend proceeding with the North since the drainage south of Lincoln Road will not be affected.We will ensure no overlap of design when and if the pump station is in fact relocated.The effort will save time overall. Please contact me if you have any questions or require additional information.We request the issuance of a formal Change order and NTP to commence this important effort. incerely( ` 1 • \ J Michael R.Fischer,COO. Ric-Man Construction Florida,Inc. RI C - M AN C o N S I K u r 1 1 a r: Fl OR I 1) A . I N ( . Page 1415 of 1884 EXHIBIT B #. 3100 SW 15th Street =V.K, Deerfield Beach, Florida 33442 gy nova Office:(954)426-1221 Fax:(954)426-1226 CC: Danny Mancini Tyson DiPetrillo Jose Caraballo Jorge Rodriguez Nelson Jacome Perez Attachments: - May 13, 2020 CES Scope of Services - RMCF Formal Pricing Submitted on 5/4/20 R I C- • M A N C o N s V K u r i i 0 k Ft ti K i n 4 1 N ( - Page 1416 of 1884 EXHIBIT B 4-1 City of Miami Beach Design / Build Services for West Avenue Improvements Phase II North and South of 14th Street 2016-090-KB 2016-091-KB Water Quality Drainage Wells Design Scope of Services May 13, 2020 Prepared By: COG CONSOLTANTS 880 SW 145m Avenue, Suite 106 Pembroke Pines, Florida 33027 Page 1417 of 1884 , EXHIBIT B BeCity of Miami Beach DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services INTRODUCTION At the request of the City of Miami Beach, CES Consultants, Inc. (CES) is pleased to submit this proposal to perform the design of 11 water quality facilities throughout the West Avenue project area. The design is based on discussions with City staff, an analysis performed by the RMCF DB Team, and a directive provided by the City of Miami Beach. The design will expand on the conceptual design prepared during the analysis phase of this effort. The water quality design is for 11 individual stormwater lift stations that will pump stormwater into 15 shallow drainage wells. The shallow drainage well depth will be approximately 100 feet, and the pumps will simply produce a pressure similar to four(4)feet of head. The system will collect a portion of the stormwater from the main lines on West Avenue and Bay Road and convey it to an underground settling tank. These tanks will be designed to retain the stormwater for 90 seconds, at which point, the stormwater flows into a wet well. A single pump will be located inside each wet well and pump the stormwater into drainage wells. The discharge piping will have a passive relief system to assure that the pressure equivalent to four(4)feet of head is not exceeded. Each of the 11 systems that will be located throughout the project area. Each system will have unique features due to the variation in above and below ground features at each location, as well as,the varying connection points along the main system on West Avenue and Bay Road. Due to these factors, each system will require a complete design. It is important to note that each of the 11 individual systems requires a unique design for the sedimentation tank, the wet well, the passive relief system, and the associated piping. The uniqueness is due to variations in depth of the drainage systems, variations of above ground features, and the variations in existing utilities. All of these factors introduce complexities that require specific designs. Additionally, these individual designs require modifications to some existing utilities, and redesign of items that have completed designs. For example, we have identified the need to redesign the sanitary sewer line and the water main along Lincoln Road between the street end and West Avenue. We also need to modify the already completed stormwater drainage design in order to connect these water quality systems to the main drainage line. These individual designs, in conjunction with the redesign of other utilities, requires a significant amount of manpower and a significant amount of engineering to assure that the system will work safely and effectively. DESCRIPTION OF SERVICES Services to be provided shall include, but are not limited to, the following activities: 212a ge Page 1418 of 1884 EXHIBIT B City of Miami Beach ""' D/B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 1 Perform soil borings at each location. 2. Development of complete engineering plans for each of the 11 systems. Plans will be submitted to CMB at 30%, 60% and 90% for review, including informal reviews with DERM. 3. Preparation of permit package, and all necessary meeting and revisions to attain a permit. Permit fees are not included. 4. Preparation of IFC plans once a permit is issued by the regulatory agencies. 5. Revision to the stormwater model to incorporate this water quality component. 6, Revision to the drainage report to incorporate this water quality component. 7 Revision to stormwater drainage plans. Adjustment to the stormwater plan to make connections to the water quality systems. 8, Revision to landscaping plans. Adjustment to the landscaping plan to make space for the control panels. 9. Revision to potable watermain plans. Relocating a segment of watermain along Lincoln Road to make space for the water quality system. 10. Revision to sanitary sewer plans. Relocating a segment of sanitary sewer along Lincoln Road to make space for the water quality system. 11. Engineering Services During Construction GEOTECHNICAL INVESTIGATION CES Consultants, Inc. shall prepare a listing of the specific geotechnical investigation requirements specific to the scope of work. The Design Consultant will manage the geotechnical task.The goals and objectives of the geotechnical investigation may include the following: 1. Identify soil types within the project area 2. Identify the characteristics and properties of the soils present 3. Use available soil characteristics, properties and potential project geometrics to identify possible geotechnical concerns 4. Provide geotechnical recommendations for engineering design 5. Evaluate groundwater conditions Upon completion of the geotechnical investigation, a report will be prepared and submitted with the 30%. The report shall include the following: 1. Brief description of soil conditions observed in the field and in the laboratory 2. Conclusions and recommendations regarding: a. Primary geotechnical engineering concerns and mitigating measures, as applicable b. Site preparation and grading including treatment of weak, porous, compressible and expansive surface soils and the construction of fills_ c. Preparation of subgrade and aggregate base for pavement areas d. Pavement sections (if required) One(1) soil boring to a depth of 100 feet below the top of ground elevation at the location of the proposed wet well. If additional soil borings are required, CES will request additional funds to obtain soil information. 3;F ace Page 1419 of 1884 EXHIBIT B DeS City of Miami Beach C o r i r t l A.I S DIB Services for West Avenue Improvements 2016-090-KB: 2016-091-KB Water Quality Drainage Wells Design Scope of Services DESIGN AND PLANS PERMITTING CES Consultants, Inc. will prepare and submit design plans to CMB for the following phases: 1. 30% Design Submittal For the development of this sub-task, CES Consultants, Inc, will provide the following services: • Perform a water quality analysis of the site. • Participate in one (1)informal meeting with DERM to discuss conceptual design • Develop alternative options to satisfy the water quality needs. • Develop conceptual drawings of the system, and identify locations for installation • Revise the drainage model utilizing ICPR4, • Perform engineering calculations to define the size of structures and pumping requirements. • Preparation of system curve and pump selection. • Perform a utility conflict evaluation and coordination. Identify possible conflicts and necessary resolutions. • Develop 30% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 -Cover and Index o G2-General Notes • Civil: o C1 - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan o C4-Grading and Restoration Plan o C5-Standard Details o C6 -Well Drill Plan (Not part of this submittal) • Mechanical: o M1 -Mechanical Notes o M2-General Plan o M3-General Profile o M4- Settling Tank Plan and Sections o M5-Wet Well Plan and Sections o M6- Drainage Well Plan and Sections o M7-Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3-General Profile 4 1 F a c e • Page 1420 of 1884 EXHIBIT B Cie City of Miami Beach ""°""" D/B Services for West Avenue Improvements 2016.090-KB; 2016-091-KU Water Quality Drainage Wells Design Scope of Services a S4 - Settling Tank Plan cr S5 -Settling Tank Section (Not part of this submittal) o S6- Wet Well Plan c S7 -Wet Welt Sections (Not part of this submittal) o S6-Drainage Well Plan and Sections o S9 - Control Slab (Not part of this submittal) o S10--Secant Piles Details (Not part of this submittal) o 511 -Structural General Details • Electrical: o El -Electrical Notes o E2 -General Plan and Grounding o E3-Equipment Layout and Sections(Not part of this submittal) o E4 -One-Line Diagram and Schedules(Not part of this submittal) o E5 -Controls Diagram (Not part of this submittal} o E6- RTU Installation(Not part of this submittal) o E7-Electrical Details 2. 30% Deliverables: Provide 30% Design Plans as follows: • One(1) Copy, 11" x 17"Design Plans. • One(1)Copy of Draft Drainage Report • One(1)Draft Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 3. 60% Design Submittal For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Review and incorporate comments from CMB. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop a well drill plan. • Prepare structural settling tank and wet well section plans. • Develop secant pile details. • Develop control panel slab. • Finalize electrical equipment selection. • Develop electrical equipment layout and sections. • Develop controls diagram, one-line diagram, electrical schedule, and RTU installation. • Develop 60% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: 55jP a yE Page 1421 of 1884 • EXHIBIT B De9 City of Miami Beach 015 Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • General: c Gi - Cover and Index o G2 - General Notes • Civil: c C1 - Existing Conditions and Demolition Plan o C2 - Proposed Site Plan o C3 - Proposed Section Plan c C4 - Grading and Restoration Plan u C5 - Standard Details o C6 -Well Drill Plan • Mechanical: o M1 -Mechanical Notes o M2 - General Plan o M3- General Profile o M4• Settling Tank Plan and Sections o M5 -Wet Well Plan and Sections c M6-Drainage Well Plan and Sections o M7-Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9- Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3-General Profile o S4-Settling Tank Plan o S5-Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o SB- Drainage Well Plan and Sections o S9-Control Slab o S10-Secant Piles Details O 811 -Structural General Details • Electrical: o El --Electrical Notes o E2-General Plan and Grounding o E3-Equipment Layout and Sections o E4-One-Line Diagram and Schedules o ES-Controls Diagram o E6-RTU Installation o El-Electrical Details 4. 60% Deliverables: Provide 60% Design Plans as follows: • One(1)Copy, 11"x 17" Design Plans. • One(1)Copy of the Revised Drainage Report 6!Pepe Page 1422 of 1884 EXHIBIT B cesCity of Miami Beach ""°1 t i DIB Services for West Avenue improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services • One (1) Signed and Sealed Geotechnical Report • Electronic Submittal of Design Plans, Drainage Report, and Geotechnical Report (Uploaded to E-Builder) 5. 90% Design Submittal For the development of this sub-task, CES Consultants. Inc will provide the following services: • Review and incorporate comments from CMB. • Finalize all aspects of design in preparation for permitting. • Participate in one (1) informal meeting with DERM to discuss progress and direction of design. • Develop 90% plans for each of the 11 independent water quality systems. The water quality system design to be presented will include the following drawings sheets for each of the 11 systems: • General: o G1 -Cover and Index o G2-General Notes • Civil: o Cl - Existing Conditions and Demolition Plan o C2- Proposed Site Plan o C3 -Proposed Section Plan o C4 -Grading and Restoration Plan o C5 -Standard Details o C6-Well Drill Plan • Mechanical: o M1 -Mechanical Notes o M2 -General Plan o M3 -General Profile o M4- Settling Tank Plan and Sections o M5 -Wet Well Plan and Sections o M6-Drainage Well Plan and Sections o M7- Drainage Pipe and Force Main Profiles o M8-Passive Relief System Profile o M9-Mechanical Details • Structural: o S1 -Structural Notes o S2-General Plan o S3-General Profile o S4-Settling Tank Plan o S5-Settling Tank Section o S6-Wet Well Plan o S7-Wet Well Sections o SB-Drainage Well Plan and Sections o S9-Control Slab o S10- Secant Piles Details 7lP y c • .Page 1423 of 1884 • EXHIBIT B De9 City of Miami Beach .D1B Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services c. S11 - Structural General Details • Electrical: c El - Electrical Notes • E2 -General Plan and Grounding • E3 - Equipment Layout and Sections c E4-One-Line Diagram and Schedules O E5 - Controls Diagram o E6- RTU Installation o E7 - Electrical Details 6. 90% Deliverables: Provide 90% Design Plans as follows. • One(1)Copy. 11"x 17" Design Plans • One (1) Signed and Sealed Drainage Report • Completed permit applications • Electronic Submittal of Design Plans and Drainage Report (Uploaded to E-Builder) 7. Permitting For the development of this sub-task, CES Consultants, Inc. will provide the following services: • Preparation of signed and sealed plans with CMB approval. • Preparation of signed and sealed drainage report. • Participate in one (1) meeting with DERM at the 30%, 60%, and 90% design phases. • Participate in three (3) meetings with DERM once the permit application is submitted. (This will include a meeting with a brief presentation of the project.). 8. IFC Deliverables: IFC (Issued For Construction)plans are those that are issued once all necessary permits have been acquired. For the development of this sub-task, CES Consultants, Inc. will provide the following services. • One(1)Copy, 11"x 17"Design Plans • One(1)Signed and Sealed Drainage Report • All necessary active permits • Electronic Submittal of permitted Design Plans and Drainage Report (Uploaded to E- '.Builder) B l P a G e • Page 1424 of 1884 EXHIBIT B O'9 S City of Miami Beach c"i,i l i i i r DIB Services for West Avenue Improvements 2016-090-KB; 2016-091-KB Water Quality Drainage Wells Design Scope of Services 9. Assumptions For the completion of this effort, CES Consultants, Inc. has the following limitations and assumptions: • Based on conversations with experienced drainage well contracts, we are assuming a capacity of 500 GPM per fool of head for each drainage well. Utilizing this historical data,we are estimating a total capacity of 2,000 GPM per well(4 feet of head). • Due to space limitations within the right of way, we have maximized the number of drainage wells that can be incorporated into the project to 15 wells. This scope of work assumes 15 total drainage wells. • We are estimating a total of six(6)meetings with DERM. in order to maximize the effectiveness of these meetings, we will participate in one (1) meeting per phase (30%, 60%, and 90%), and three (3) meetings once the permit application has been submitted. • 911-' dce Page 1425 of 1884 EXHIBIT B Michael Fischer From: Michael Fischer Sent: Monday, May 04, 2020 12:18 PM To: 'Baglieri, Sabrina': Rodriguez,Jorge Cc: Tyson DiPetrillo Subject: Water Quality CO Attachments: Alternate 2- Wells For Water Quality- cost:xlsx:West Ave WELL design direct Cost xlsx Sabrina Enclosed find RMCF work sheets in support of the Change Request_ The submission from CES on 2/10/20 has not changed Total cost is: 090$542,056 091 1,001,781 Total$ 1,543,837 Page 1426 of 1884 CO F— m I X W • • m-taz'{art i covellos t .. .. maws esugso M1oi 00'£09'$56 S 0019/119 $ 0O'£1611S S 00'1pVL9 $ : 560019{40160)Pa upu0wows .00"a9P"St S co tt1'9 S O0'OLS'iL S 00'19,1 - _. .. 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' MN - 0.78 I Teti � 1 1304540M .... 2.'-007 1541 41 5 - 5 2,021.00 3/1 5 49.49 6 1.836.00 $ 1.54300'1 5 640150' $ 5,40100 Kau!ow oof Muck 41 Cy 5 - $ 500.00 11.02$ 53.59 5 537.00 5 670001 5 1,707.00 5 1.70700 080,091 1 ,_-� 150 61 5 666.00 51 5 50.59-5 25600 $ 118.001 5 104800 5 1,04E 00 Mud Wo'.(New Conre::von to Structural 1 EA 5 209.00 75 5 50.65 5 3.799.00 5 714.00! 5 4.722.005 4,717.00 Miwuaneous Items CS 5 • 5 21560.00 120 5 19.48 5 5.939.00 5 4,989.70' $ 22.49200' 5 22,4792.00 I J 12th Strut 1 • 14'003 96 5 • 5 4.187001 6982 5 49.49 15 3,405.07 5 2,303.00 45 10.54000 S 10.545 00 0 4au'out 0700600. 23 C-7 _,;5 750001 18.16;5 53.63`5 974 $ 1214,00 ;$ 2,938.00 5 1.93800 00-1847081/51 96 11 5 1.735.00 9.6'5 50.631 5 485.03 5 222.00 5 2.043.00 _L, 22A3.00 428749 Tyee 17(1e0107771 1 74 5 - S 5.52400 90) 494315 4,449.00 $ 4,240.00 5 14,213.00 5 14.11300 Mud Work 1 74 15 70.00 5015 50,66 I$ 7,533 00 5 47600 1 5 3.01900 5 3.079 00 Hi102His/24740AHis/24740AItems 1 S 5 1$ 11.56500 120 5 4948(5 5.930.00 $ 4585.04 $ 2249200 5 22.49200 117Mmt 24"8000 56 t 5 - '$ 2.427.005 40.72$ 49.48'5 2,015.00 5 1.693.00 5 5,115.00 6.13500 4464 out of Mu04 17 Cr 5 50003 1 10.64 5 03.5715 370.00 5 71220 5 1.782.00' 1,73200 28.477961 56 f 18 5 770.00 5.6 5 50.71 1 S 264.00 $ 129000 5 1,181.00 1,181.00 Precast Type 171009939) l EA 5 - 5 5.024.00 90$ 49.43 5 4.449.00 5 4,74000 5 14,213.00 14.21300 MW Wak 1 E4 5 7000 50 5 5066 1 5 2,533.00 5 47600_ 5 3.079 CO..; 3.079 00 Misce'laneous hems 1 S 5 S 11365.00 120 5 4948 5 6935.00 S 4,989.00 5 22,492.00 `22492.00 fI West Avenue 51444 St.-6th A.1 18CP 82 155 - 5 3.543.00~ 4- 59.63$ 4949 5 2,95L00 5 2,478.00 5 8.972.00 5 897200 Reid out of Mutt 25 17 5 750.0024.445 53.60 5 1.311.00 5 1.63600 $ 3.69720 5 3,697.00 Dewe727008 82 IF 5 4,515.00~ 166 5 50.67 5 83100 5 379.00 5 6.02500 5 6.32500 0775460 Type 617'.4•(51.120,53'12D1 2 E6 5 $ 11247.00-j 80$ 49.49 5 3,959.00 5 3.326.00 5 38.332.00 5 18.333.00 Mud Work 2 EA 5 139001 50 5 50.06 5 2,533.00 5 476.00 S 3.14800 $ 3.14600 Ml102)12r902 hems 1 _ 15 S 5 11,56500 120 5 49.48 5 5,538.011 5 4,989.001 5 22.49200 5 22,492.00 5 2.000.00_5 99,110001 1772.25 5 6151500 $ 47.601.0011 $20222600 I5 201,726.00 Subcontractor 634r*00$ 10000 Markup 5 20,022.60 Bane&meur.nr.$ 6,066,72 TOTAL$222,413.38' Page 1431 of 7884 EXHIBIT B Kit-Man Construction Fikridn.Inc. 04.21 21121 11:11 04062021S West Avt 090 South•60%Drainage 2021 Activity Unit Price Summar Bid item Calendar Perm C:anstr Equip- Sub- Activity Description Quantity Unit WC' Firs/Shift Labor Material MatilEip Ment Contract Total "' 500 50 13th Street Takeoff 100 LS Bid 1.00 I.ti 50010;. :7A"RChltstttitlhdibn51;00 LF : .::F6319A 50. ,.1000 14136 :`1,932 ',. 90:: 1;543 :.. ,.=91.401:- Mb: 37.10 Shills. 0.5 5.1h'L1n: 0.7275 lln!Sh: 110.151_2 36.00 37.88 1,76 30.26 105:90 50011=. .. _ . ii l4 dt ;:16.00 Y ;_. :.16319 ' '10 >. :-537~ : 300 ':670: .;: 1.207 Mh: 10 02 Shies Mb.'t_n' 06263 t in Sh- 33.57 31.25 41.88 106.70 $01112: : 3i:49LFF03I4A 50 ;:100Q :.!..-,[14.1r: :4(4 -.. ,..,....•:..,10...,:... "1144: Mh: 5.10 Shifts 0 I Mhil ln: 0.1000 lin Sh: 500.000(3 5.07 13.09 2.31 20.47 500 C'1 . -'+=Afttl W (Nes r n W,.:,:.300 FE►.- ..F631 A.50 :X10.00 3„799,.. - ,.114 4e : Mh: 75.00 Shifts: 1:5 Mh!Un. 25.0000 Un-Sk 2.0000 1,266.42 69.55 238.13 1.574,10 541013 :3.,0045, , .. F631!l!# 5B =10'.00 ,Ar `::...1 ___ .. `. . .,:.:--.4....:-:::::.i!::::::,:1;;;',4;-,450, . , ; . .. 3:. 4 Mh; 120.00 Shifts: 1.5 Mh'Un: 120,0000 tinISh: 0.6667 5,938.44 11.565.37 4.988.69 22.492.50 Biditem!Catq ars 500 12.369 14,373 590 8.034 35.367 Mb: 247.22 MI I n• 247.2200 12.369.23 14.373.40 590,00 8,034.04 35.360.67 ••" 510 51 12th Street Takeoff: 1.00 LS Bid. LOU LS 510`10: p.4*RC . .:. X00 LF •F6319A 50 ';::191:00 3.435_ ,4 1 _ X903 .'; 20 5 Mh: 69.82 Shifts: 0.9 Mh/Un.- 0.7273 UniSh: 110.0917 35:99 41:74 1.88 30:24 109.85 M418lt - 29.000T 1 . �,, 10.00 Mh: 18.16 Shifts' tilh'Lin: 0.6262 tln'Sh: 33.57 25.86 41.88 101.31 510.82 . 2 8: �. _V r t119 5+11 =1 bk 1 5 t_ Mh: 9.60 Shins: 0.2 Mhtl!n: 0.10110 Un6h: 500,0(410 5.07 13.91 2,31 21.2$ 510 6 . =t "4'{11 1=„..0;t=0 x5, 19A _1$ . �44 � ,�,5?4r.O :.'_ . '1,240 �f . iTili Mh: 90.00 Shifts: I.0 Mh/Un: 90,6410 t'n'SI I:11000 4,449,10 5,523.74 4239,71 14.212.55 ■. • r 7 Mh: 50.00u Shifts: 1.0 Nth/UTE 50-0000 Un1Sh: • 1,0000 -2,532:82 69.55 476.25 3,078.62 :_. t _ .., _= - 333 _"{ OSgn = - - _Er°"'ig," w .. kgzAt Mh: 120.00 Shifts: 1-5 Mh.Un 120(81(10 11n!Sh: 0.6667 5,938,44 11,565.37 4,988.69 22.492.50 Biditem.Uategary 510 "****•*** 17,835 22,501 930 14.044 55,310 Mh: 357.58 Mh!-Un: 357.5800 17,835.42 22,500.68 930.00 14.044:07 55,310.17 •*• 541) 54 9th Street Takeoff: 1.00 LS Bid_ IVO LS 5'40 _ g - .00LS 6t3l9 i'i ` ` z _--- 7 fitkf% _..;. ' _.� ti4W Mh: 40.72 Shifts: 0.5 Mh(Un: 0.7271 (iniSh: 110.0196 35.98 41.74 1.61 30.23 109.56 Mh: 10.64 Shifts: Mh/Un: 0.6259 Un'Sh: 33.55 29,41 41.86 104,82 540-03' T 6:00 LF F631--,W 50 1.-000 f. . . . F rt.s.129 < _3',193'' Mh: 5-60 Shifts: 0.1 Mh/Un: 0.1000 Un/Sh: 50(1.0000 5.07 13,76 2.31 21.13 > 4",E `'_`'. g 19A 50 :_ ?lam` "5,524 ,, - -. it 1 3= Mh: 90.00 Shifts. I.0 Mh/Un: 90.0000 Urn.'Sh: 1.0000 4,449.10 5,523,74 4,239.71 14,212.55 Mh: 50.00 Shifts'. 1_(1 Mh/Un: 50,0000 Un!Sh: 1,00(30 2,532.82 69.55 476.25. 3,078:62 'mo i; # r-#oI , T: 15 19A f 4 f-.'._:g z 3 k2WWZ .,. 4, 1' '. Mh: 120.00 Shifts: 1.5 Mh/11n- 120.0000 UniSh' 0.6667 5.938.44 11,565.37 4,988.69 22.492.50 **********Biditem/Category 5411 ********** 15.790 20.266 590 12.238 48,884 Mb: 316.96 MhiUn: 316.9600 15,789.55 20,266.31 590.00 12238.28 48,884.14 **• 560 56 West Ave.(14th St.-AthSO - Takeoff: 1.00 LS Bid: 1.00 LS 01 k ' p --. -- .12.7 'Ftp 50 30lD 31 3.422 __y =121,`, <2,473 ,..::--v .:.`11 1:_ Mb: 59.63 Shifts: 0:7 MhlUn: 0.7272 Un-'Sh: 110.0671 35.98 41.73 1.47 30.22 109.41 }.g._`g:.. ', .. ' a 9A 50 0 . • 1_ -� :=4314 , ,3 --- �p Mh: 24.46- Shifts: Mb/Un: 0.97844 UnlSb: t 52.45 30.1x1 65.43 147.88 Mh: 16.40 Shifts 0.3 Mh/(In: 0.2000 Un/Sh: 250.04) 0 10.13~ 58.72 4.62 73.47 :360; je;47 t.rN2.00 L lc! 9A ._-30.00 : li-.r. 11,04 1 32• Mh: 80.00 Shifts: 1:0 Mh.Un: 40.0000 UniSh: 2.0000 1,919,48 5,523.74 1.662,90 9,166.11 560.22-. i•:' ,u0 o t_.... 2 Ell 1 19.6 } ;=10. :?.. 239 : :476. '. .. .3,1 8:. Mb: 50.00 Shifts: 1.0 MhfUn, 25,0000 UMSh: 2.0000 1266,41 69.55 238.13 1,574,09 360-23-: 3:90-LS F61 9.- 50 EXHIBIT B Ric-Man('onaru.non Florida.Inc 04.'2 I:2021 11 I 1 04062021S West A.e(i90 South.00°o Drainage 2021 Acti.it)Unit Price Summar" Biditcm Calendar Perm C:onstr Equip- Sub- Atli.it% Description Quantit) Unit W( Firs/Shift Labor Material 1utliF.sp dent Contract Total '.1h. 350.49 350.4900 17.523 02 30.98Q20 870.60 13.282 70 62.065 58 Nth: 1.272.25 •••REPOKTTOTALS"' 63.517 88,130 2.981 47.599 202.22' Acn%it not adiuicd to but qu nIit • Page 1433 of 1884 •1 EXHIBIT B oCOMI� -ELD 0EAC0.Flf West Avenue South-090 Wath Quality . Item Qty Unit Subcontractor Material Labor Equipment NewTotal Original Total Delta Notes MH Rate Total General Conditions 5 - General Conditions IS $ - $ 128,168.00 240$414.53 $ 99,487.00 $ 3,600.00 5 231,255.00 $ 231,255.00 Settelment Tank Drill 30' Template Exacavate and Haul 102 CY $ 500.00 $ - 84$ 48.01 $ 4,033.00 $ 5,466.00 5 9,999.00 5 9,999.00 _ Concrete Template 69 Cy $ - $ 9,630.00 91$ 48.01 $ 4,369.00 $ 5,921.00 S 19,920.00 $ 19,920.00 Forms(Sonotube) 66 EA S - $ 4,280.00 462$ 48.01 5 22,179.00 5 30,063.00 5 56,522.00 $ 56,522.00 Forms(Exterior) 3 EA $ - 5 3,852.00 84$ 48.01 $ 4,033.00 $ 5,466.00 $ 13,351.00 5 13,351.00 Blocking 1 IS $ - $ - 21 5 48.00 $ 1,008.00 5 1,366.00 $ 2,374.00 $ 2,374.00 Survey 1 LS 5 5,850.00 $ - °$ - $ - 5 5,050.00 5 5,830.00 Concrete Pump 1 LS $ 2,140.00 $ • $ - $ - $ 2,140.00 5 2,140.00 Haul Old Template Debris 1 LS $ - 5 4,025.00 42$ 48.00 $ 2,016.00 5 2,733.00 $ 8,774.00 5 8,774.00 Drill end Place Grout Drill and Place Grout $ - $ - 2160$ 45.02 $ 97,249.00 $249,096.00 $ 346,345.00 5 346,345.00 Grout $ - $ 69,818.00 $ - $ - $ 69,818.00 5 69,818.00 Rebar $ 23,625.00 $ 37,919.00 5 - $ - $ 61,544.00 $ 61,544.00 Spoils Disposal $ 5,062.00 $ - $ - $ - 5 5,062.00 $ 5,062.00 Concrete Pump $ 6,420.00 $ - $ - 5 . $ 6,420.00 S 6,420.00 Mass Eaovation and Trestle Excavation 444 CY $ - $ - 240$ 44.73 $ 10,734.00 5 13,665.00 $ 24,399.00 S 24,399.00 Excavation(Last 4') 66 CY 5 - 5 - 104$ 44.72 $ 4,651.00 $ 5,921.00 $ 10,572.00 5 10,572.00 Clean Sides 1 L5 $ - $ - 72$ 44.72 $ 3,220.00 5 4,099.00 $ 7,319.00 $ 7,319.00 Tremie Pour 150 CY $ - $ 20,063.00 312$ 44.72 $ 13,954.00 $ 17,764.00 S 51,781.00 $ 51,781.00 Tremie Rebar/Bottom Slab 26250 LB $ 7,875.00 $ 14,044.00 ODIV/ill $ - $ - $ 21,919.00 $ 21,919.00 Dewater and Seal 1 1.5 $ - 5 - 120 S 44.73 $ 5,367.00 $ 6,832.00 S 12,199.00 S 12,199.00 Leveling Course 3D CY $ - $ 4,013.00 11.9$ 48.01 $ 5,713.00 $ 7,743.00 5 17,469.00 $ 17,469.00 Trucking $ 5,738.00 $ - $ - $ - $ 5,738.00 $ 5,738.00 Tremie Pump and Leveling Course $ 1,926.00 $ . $ - $ - $ 1,926.00 $ 1,926.00 Poly Tube Injection/Seal $ - •$ 5,350.00 $ - $ - $ 5,350.00 $ 5,350.00 Wet Well Drill 33' Template Examvate and Haul 1.02 CY $ 500.00 $ - 84 5 48.01 $ 4,033.00 $ 5,466.00 $ 9,999.00 5 9,999.00 Concrete Template 69 CY $ - $ 9,630.00 91$ 48.01 $ 4,369.00 S '5,921.00 5 19,920.00 $ 19,920.0 Forms(sonotube) 66 EA 5 - $ 4,280.00 462$ 48.01 $ 22,179.00 S 30,063.00 $ ,56,522.00 $ 56,522.00 Forms(Exterior) 3 EA $ - $ 3,652.03 B4$ 49.01 5 4,033,00 $ 5,466.00 5 13,351.00 $ 13,351.00 Blocking 1 LS $ - 5 - 21$ 48.00 5 1,008.00 $ 1,366.00 $ 2,374.00 $ 2,374.00 Survey 1 LS $ 5,850.00 5 S - $ - $ 5,850.00 5 5,850.00 Concrete Pump 1 LS $ 2,140.00 $ - $ - 5 - $ 2,140.00 5 2,140.00 Haul Old Template Debris 1 LS 5 • 5 4,025.00 42$ 48.00 $ 2,016.00 $ 2,733.00 $ 8,774.00 $ 8,774.00 Drill and Place Grout Drill and Place Grout $ - $ - 2855$ 45.04 $128,584.00 $329,357.00 $ 457,941.00 $ 457,941.00 Greet $ - $ 81,435.00 $ - $ - $ 81,435.00 S 81,435.00 Rebar $ 25,515.00 5 45,512.00 $ - $ - 5 71,027.00 $ 71,027.00 Spoils Disposal 5 5,625.00 5 - S - $ - $ 5,625.00 $ 5,625.00 Concrete Pump $ 6,420.00 $ - $ - $ - 5 6,420.00 $ 6,420.00 Mass Excavation and Tremie Excavation 486 CO $ - $ - 200$ 44.73 $ 8,945.00 $ 11,387.00 $ 20,332.00 $ 20,332.00 Excavation(Last B') 141 Cr $ - $ - 222.18$ 44.72 $ 9,936.00 $ 12,649.00 S 22,585.00 $ 22,585.00 Clean Sides 1 L5 $ - 5 - 88$ 44.73 S 3,936.00 $ 5,010.00 5 8,946.00 $ 8,946.00 Trestle Pour 96 CO $ - $ 14,894.00 152$ 44.72 $ 6,798.00 $ 8,654.00 $ 30,346.00 5 30,346.00 Trestle Rebar/Bottom Slab 16800 LB $ 5,040.00 $ 8,988.00 4DIV/01 $ - $ - S 14,028.00 5 14,028.00 Oewater and Seal 1 LS $ - S - 104$ 44.72 $ 4,651.00 $ 5,921.00 5 10,572.00 $ 10,572.00 Leveling Course 21 CO $ - $ 2,809.0 70$ 48.00 $ 3,360.00 $ 4,555.00 $ 10,724.00 $ 10,724.00 Trucking $ 5,738.00 $ - $ - $ - $ 5,738.00 $ 5,738.00 Tremle Pump and Leveling Course 5 1,926.00 5 - $ - $ - $ 1,926.00 5 1,926.00 Poly Tube Injection/Seal $ - $ 5,000.00 $ - 5 - $ 5,000.00 S 5,000.00 Mechanical Work Baffle Skimmer 3 EA $ - 5 32,100.00 60$ 49.03 $ 2,942.00 $ 3,510.00 $ 38,552.00 $ 38,552.00 25 HP FIygt Pump 3 EA $ - $ 416,395.00 360$ 47.12 $ 16,962.00 $ 17,550.00 $ 450,907.00 $ 450,907.00 12'DIP Discharge 225 IF $ - $ 13,924.00 60 5 49.03 $ 2,942.00 $ 3,510.00 $ 20,376.00 5 20,376.00 12°Check Valve 3 EA $ - $ 35,085.00 18$ 49.06 5 883.00 $ 1,053.00 $ 37,021.00 $ 37,021.00 NBG Sets/Flanges 60 EA $ - $ 27,799.00 120$ 49.03 $ 5,884.00 $ 7,020.0 $ 40,703.00 $ 40,703.00 24"a 12°Cross w/Cap 3 EA $ - $ 17,201.00 24$ 49.04 $ 1,177.00 $ 1,404.00 $ 19,782.00 $ 19,782.00 24'Well 300 LF 5 225,000.00 $ 6,011.00 15$ 49.00 $ 735.00 $ 877.00 $ 232,623.00 S 232,623.00 36°x 78'HS 20 Hatch&Frame 3 EA $ - $ - 15$ 49.00 $ 735.00 5 877.00 5 1,612.00 $ 1,612.00 56'x 60'HS 20 Hatch&Frame 3 EA 5 • $ - 15$ 49.00 5 735.00 $ 081.00 $ 1,616.00 $ 1,616.00 56"0 112'H5 20 Hatch&Frame 3 EA $ - _$ - 25$ 49.04 5 1,226.00 $ 1,462.00 $ 2,688.00 $ 2,688.00 11'48'x 8'x 7'Vault 3 EA $ - $ 28,890.00 150$ 49.03 5 7,355.00 $ 8,775.00 $ 45,020.00 $ 45,020.00 Concrete Cover(15'Dial 6 EA 5 5 33,705.00 60$ 49.03 $ 2,942.00 $ 3,510.00 5 40,157.00 $ 40,157.00 Platform(8.44 NAVD) 3 EA $ 24,000.00 $ - 3D$ 49.03 $ 1,471.00 $ 1,755.00 $ 27,226.00 5 27,226.00 Landscaping Screening 3 LS $ 22,500.00 5 - $ - $ - $ 22,500.00 • S 22,500.00 Grout/Seal/Coatings 1 LS 5 - 5 16,050.00 150$ 49.03 $ 7,355.00 5 8,775.00 $ 32,180.00 $ 32.180.00 Startup/Commissioning 1 LS $ - $ 1,070.00 30$ 49.03 $ 1,471.00 $ 1,755.00 $ 4,296.00 $ 4,296.00 Warranty Allowance 1 IS $ - $ 6,420.00 60 5 49.03 $ 2,942.00 $ 3,510.00 $ 12,872.00 $ 12,872.00 24"Well Credit 1 LS $ (120,750.00) $ $ $ - 5 (120,750.00), $ (120,750.001 Electrical/1&C Control Pannell w/Floats 3 EA $ 102,000.00 $ - $ - $ - $ 102,000.00 $ 102,000.00 Ductbank-Civil 700 LF $ - $ 12,733.00 1084.99$ 47.12 $ 51,121.00 $ 52,892.00 $ 116,746.00 $ 116,746.00 24"Interconnecting Pipping $ - $ 1,335.00 600$ 46.70 $ 28,019.00 $ 26,137.00 $ 55,491.00 $ 55,491.00 24'Interconnecting Pipping 1 1.5 $ - $ 2,690.00 40$ 51,90 $ 2,076.00 $ 1,484.00 $ 6,250.00 $ 6.250.00 Dewatering 1 15 $ 36,000.00 $ 5,350.00 160$ 47.12 $ 8,481.00 $ 7,007.00 5 56,838.00 $ 56,838.00 Excavation 300 CY $ - $ - 300$ 49.03 $ 14,710.00 $ 14,014.00 $ 28,724.00 $ 28,724.00 Set up/Down&Install' l 1 LS $ - $ 8,988.00 72$ 47.11 $ 3,392.00 $ 2,383.00 $ 14,763.00 $ 14,763.00 Seal,Grout&Backfill 360 TN 5 - $ - HDIV/01 5 - $ - S - $ $ - $ - HDIV/01 $ - $ - 5 - $ - IMlity Relocation&Removals $ - $ - NDIV/01 $ - $ - 5 - $ Utility Relocation&Removals 2 LS $ - S 3,000.00 980$ 48.01 $ 47,046.00 $ 30,194.0 $ 80,240.00 $ 80,240.00 $ 406,640.00 $1,150,333.00 13075.17 • $694,463.00 5 988,616.00 $3,240,054.00 $3,240,034.00 Subcontractor Markup $ 20,332.00 Markup$ 283,341.40 Bond&Insurance $ 97,201.62 TOTAL 5 3,640,929.02 Page 1434 of 1884 Ric-Man Construction Florida,Inc. (14ff1Y2071B I T B 11:08 04114202IS West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total *** 10 General Conditions ry�j� ♦/��\Takeoff: 1.00 LS Bid: 1.00 LS ti Mh: Shifts: Mh/Un: Un/Sh: 63,588.00 63,588.00 Mh: 1,920.00 Shifts: Mh/Un: 32.0000 Un/Sh: 1,658.11 1,076.33 60.00 2,794.45 **********Biditem/Category 10 ********** 99,487 128,168 3,600 231,255 Mh: 1,920.00 Mh/Un: 1,920.0000 99,486.72 128,168.00 3,600.00 231,254.72 *** 31 Template Takeoff: 1.00 LS Bid: 1.00 LS Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8235 Un/Sh: 85.0000 39.53 53.59 4.90 98.02 �` _ ... _..... _ tigni, Mh: 91.00 Shifts: 1.3 Mh/Un: 1.3188 Un/Sh: 53.0769 63.31 139.57 85.82 288.70 Mh: 462.00 Shifts: 6.6 Mh/Un: 7.0000 Un/Sh: 10.0000 336.04 64.85 455.50 856.39 '-^ s��Y,r'a 1 .f `. .�f/i.. :.s _ 7_. -of, rt' rr- _ {{zy4.,;1 ea�k � i4r.n , _ �' i`�PS.�.-.,.��Lir Aff#...F _ .; ...tL_ ...:4�.-4' i�, Y7 f.:,.s.��,,. - �5�7�..F--._ ....... Mh: 84.00 Shifts: 1.2 Mh/Un: 28.0000 Un/Sh: 2.5000 1,344.17 1,284.00 1,821.99 4,450.16 Mh: 21.00 Shifts: 0.3 Mh/Un: 21.0000 Un/Sh: 3.3333 1,008.12 1,366.50 2,374.62 nom= :'�1 17W°`_ :+ _ ` . : :1, ` .. 7 . 4 M_ . :s im_.1- 'M, Mh: Shifts: Mh/Un: Un/Sh: 5,850.00 5,850.00 Mh: Shifts: {yam. Mh/Un: Un/Sh: �$ 2,140.00 2,140.00/{ qzl_ it .t f.- utNla:_'. J -__ ..., J�_1OOGx....- i-se. : g JZ :ig - 1 in4. Mh: 42.00 Shifts: 0.6 Mh/Un: 42.0000 Un/Sh: - 1.6667 2,016.25 4,025.00 2,732.99 8,774.24 **********Biditem/Category 31 ********** 37,637 9,630 18,007 53,156 500 118,929 Mh: 784.00 Mh/Un: 784.0000 37,636.62 9,630.00 18,007.00 53,155.78 500.00 118,929.40 *** 32 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS = " {,. ''''.:M= : _. . 115$ . �:_: .:. .. 1:Q4 Mh: 2,160.00 Shifts: 24.0 Mh/Un: 30.0000 Un/Sb: 3.0000 1,350.68 3,459.67 4,810.34 -tea' _.., ?`-L k -_ . a_5-_~£ _ Arak Mh: Shifts: Mh/Un: Un/Sh: 155.15 155.15 ,a ., 41 __ -:: ,:t *16 ' _.,._ .._. .._37, 19 • ...,. _.. -.... . _ 0 Mh: Shifts: Mh/Un: Un/Sh: 0.48 0.30 0.78 - _ ,::: .,, : ' 11X4!1_ ,_.. 5,.. - fial,k Mh: Shifts: Mb/Un: Un/Sb: j��(1[rr Ago��11.25 11.25 Mh: Shifts: Mh/Un: Un/Sh: - 14.27 14.27 **********Biditem/Category 32 ********** 97,249 107,736 5,062 255,516 23,625 489,188 Mh: 2,160.00 Mh/Un: 2,160.0000 97,248.60 107,736.16 5,062.00 255,516.00 23,625.00 489,187.76 *****{�Mh: 240.00 Shifts33 Mass Excavation naand Tremie t�{f�i�Takeoff: 1.00 LS �t Bid: 11.L.00pL�S��®� ::' 3.0 Mh/Un: 0.5405 Un/Sh: 148.0000 24.17 30.78 54.95 Mh: 104.00 Shifts: 1.3 Mh/Un: 1.5758 Un/Sh:t 50.76928, 70.47 89.72 160.19 ::.:ti 0 .-_ ", .:..._; .>:__At .:: �_L 1:��'LYK ..:tit `,. _ ,. si.._-:^,,,ifit MRMali . _ 14 Mh: 72.00 Shifts: 0.9 Mh/Un: 72.0000 Un/Sh: 1.1111 3,220.06 4,099.48 7,319.54 Mh: 312.00 Shifts: 3.9 Mh/Un: 2.0800 Un/Sh: 38.4615 93.02 133.75 118.43 345.20 Mh: Shifts: Mh/Un: Un/Sh: 0.54 T 0.30 0.84 Mi1X70-5 : --AVIOPtlirAW$11,-1g..:-,':: t' g.ai 311tti1C - Mh: 120.00 Shifts: 1.5 Mb/Un: 120.0000 Un/Sh: 0.6667 5,366.76 6,832.49 12,199.25 Mh: 119.00 Shifts: 1.7 Mh/Un: 3.9667 Un/Sh: 17.6471 19 0.42 133.75 33.75 258.1 2 582.29 -r $:4: , 5- ro¢�^ . -- icT47- : . 4 r ,_ :6' fr .= 1�f'xcQ Mh: Shifts: Mh/Un: Un/Sh: 5,738.00 5,738.00 Mh: Shifts: Mb/Un: Un/Sh. 1,926.00 1,926.00 <_. _ ' -r ...,..,.._ .- '-..-,:.;t.;,.,,-.:•, :, ... 1 Ric-Man Construction Florida,Inc. g.dgABIT B11:08 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity. Description Quantity Unit WC Hrs/Shift Labor Material MatUExp Meat Contract Total 33.10 Poly Tube Injection/Seal 1.00 LS F6319A 50 10.00 5,350 5,350 Mh: Shifts: Mh/Un: Un/Sh: 5,350.00 5,350.00 **********Biditem/Category 33 ********** 43,638 43,469 5,738 57,952 7,875 158,672 Mh: 967.00 Mh/Un: 967.0000 43,637.81 43,468.75 5,738.00 57,952.28 7,875.00 158,671.84 *** 51 Template Takeoff: 1.00 LS Bid: 1.00 LS ti01a'N..ligf;:: :':1.:1001*.41411111it ::,,,-:'- ----14"'...:-.14.11WCWA'W16319.04411,: ..j00)V,: gES:igget .?-:-•;:'::i.'.-.::-4;,;...'„'.. .!•tar-Triti:qif:',--;;',::: -,,t::Aii6C-NC.it4tMeff:Mlegst Mh: 84.00 Shifts: 1.2 Mh/Un: 0.8235 Un/Sh: 85.0000 39.53 53.59 4.90 98.02 eaSM44-taig2.#:4#410frattliWitt4.710!fke:411.110Wkig4941%**,40':,.....::.,1440Ct ;;Afalk:-a-17-z14:aizi.1;,•:;-!-::4 - Mh: 91.00 Shifts: 1.3 Mh/Un: .1.3188 Un/Sh: 53.0769 63.31 139.57 85.82 288.70 MAPZ.V.0-41-iggitit _0:40 -g-igi:4i-wigoceik-7,155,400v4v,'ANSKAs:t44M:-*WitRERWIC1.4e,A,losit-gfoggglimag Mh: 462.00 Shifts: 6.6 Mh/Un: 7.0000 Un/Sh: 10.0000 336.04 64.85 455.50 856.39 itWItIRktiltiftWOWIEE,211"2 -frit,i'K70***I1E=PJANtW$C,40t:104WIUMEMPA:7V;i:VgalertN--7filtiCTEitgagni4414ifk Mb: 84.00 Shifts: 1.2 Mh/Un: 28.0000 Un/Sb: 2.5000 1,344.17 1,284.00 1,821.99 4,450.16 ESSM.?S.iflrifiJifr0*WS-MtaM-1-.-N4-'iV*Xt!Wt-Zt7A:fgtWMV-iaomk;a--,- r- ,7:'!,:-;'g-f:g.;Arit*ttff-"f 'ReNVIX;iitgl-sMlgfiSKw._. Mh: 21.00 Shifts: 0.3 Mh/Un: 21.0000 Un/Sh: 3.3333 - 1,008.12 1,366.50 2,374.62 Lhat).:WWq:;:gg:sfroysi:N.faig24,i-,:,A1?;i.AA4M-wilwiwiftl.Vt-,4040 TWA3W4.;:flgr .gt.i-Pit---VARWf,:_i: ::.:::.::;.: Ktim..,T.ggsa-mli.-Atot Mh: Shifts: Mh/Un: Un/Sh: -5,850.00 5,850.00 _-WP.1010.404**14t.1?aa.-0, el**44---:.LZVERNWIv::,:worgair,g7ga=:.64fi!:.;,::_mi,iFk..klir:2,:5-4.54:,,,::.,..,,w4ireigg2:1-41-4-imm Mh: Shifts: Mh/Un: Un/Sh: 2,140.00 2,140.00 4LMS}ygimpom ::::3::;'st::5:210:040ASiltAlitif*$C7,104#11,34,1wAsstNniso3.---054pic:,-aA,..124FiMaTtiViagsltM Mh: 42.00 Shifts: 0.6 Mh/Un: 42.0000 Un/Sh: 1.6667 2,016.25 4,025.00 2,732.99 8,774.24 **********Biditem/Category 51 ********** 37,637 9,630 18,007 53,156 500 118,929 Mh: 784.00 Mh/Un: 784.0000 37,636.62 9,630.00 18,007.00 53,155.78 500.00 118,929.40 *** 52 Drill and PLace Grout Takeoff: 1.00 LS Bid: 1.00 LS -AA..W12-g-ilk'-z--;:lIcialiti .i-,A, A77ZrAtV422iX74'lt.F 10410 125M- -LtEgnW,37 47M1. Mh: .2,855.99 Shifts: 31.7 Mh/Un: 39.6665 Un/Sh: 2.2689 1,785.88 4,574.40 6,360.29 MEZIRIERPOPL:WW-47--81-1471.MA-i15-.41.WWWSEAMAIVIVIW 272-5SiVaitS"2VAWI-SittagITITZ64:4Na.W..g8W.: Mh: Shifts: Mh/Un: Un/Sh: 167.56 167.56 ':--:-.W.-=MM:V#9X*ilitT-Rifg§RT±-giWW4'i.mo*alnsCnlwsWW:.',iAoxig0Zll-'-lg:: :gtMMT:igamaigiA,-.,K, t-atwxgw Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 :1441-k401**$30::.*011WPOINta,;-2. :'''t-itt i := 50 1:1*00t-4-gf:42gril.:4....:--.. g-,.?:'..aa.fMai--42W.;i:: - Mh: Shifts: Mh/Un: Un/Sh: 12.50 12.50 :-Ok9Wg'fliggf-f.0:41014--..10WiNtrira71723. ';',..;•, -14-zi_Var.:,'iA; - 5-:--,mrriortioty, Mh: Shifts: Mh/Un: Un/Sh: 13.21 13.21 **********Biditem/Category 52 ********** 128,584 126,948 5,625 335,777 25,515 622,448 Mh: 2,855.99 Mh/Un: 2,855.9900 128,583.65 126,947.58 5,625.00 335,776.98 25,515.00 622,448.21 *** 53 Mass Excavation and Tremie Takeoff: 1.00 LS Bid: 1.00 LS MESSitKW # T*20g.:lj-SKtVfii4O-. ..-4Xt*g*rj:/t.-,-lailgPIWVlkgitfOffii41Ni:Mlfkez-'63att4*1fgik-ATIVftlftXPSR:ki-SSfllXrsz-2: Mh: 200.00 Shifts: 2.5 Mh/Un: 0.4115 Un/Sh: 194.4000 18.40 23.43 41.84 VOIXIMNEMnIMAAki-NNINE-;t-17:14MCWIK'ZI'leiga=rgiargkii;ROMIEWAREESISTSW: Mb: 222.18 Shifts: 2.8 Mh/Un: 1.5757 Un/Sh: 50.7742 70.47 89.71 160.18 Matt.IRWAtiF.,*--Aawix,:i-,,:,:,i5.-.2.1;iwitqw_mettroftwwlikr,0-Wk-IsSagtLICW:1:,at'SiektWitivitz-- ,w5M-a4-14P-ziAPIR Mh: 88.00 Shifts: 1.1 Mh/Un: 88.0000 Un/Sh: 0.9091 3,935.62 5,010.49 8,946.11 414MONERY04040Witait.WlalLi: X03:;11401.4t30 4Orlt7STAKVOREZZ-iii,ifaima,,,iimtt4firortmatistgLAW4Ti. Mh: 152.00 Shifts: 1.9 Mh/Un: 1.5833 Un/Sh: 50.5263 70.81 155.15 90.15 316.11 W.M.±ISF-M. r_gt. kggf.kgit~SWVLOMEWAV.W5*-0rftigMM-Va%StSINIgniiitagitfN-MiVRP-147Mkg9.M4-i-14A9Pt Mh: Shifts: Mh/Un: Un/Sh: 0.54 0.30 0.84 K--1-LN-ignatWAIWM01#4titiliiATIC.'7-:.7'4fir.g41-Pg:Wal:TiaZ: APnMEWaVV:iilf.f/W. Mh: 104.00 Shifts: 1.3 Mh/Un: 104.0000 Un/Sh: 0.7692 4,651.20 5,921.48 10,572.68 !. :. _ 7V.. -tAft-gni--64:-V4141'WE- 0MT:g4PAriftAraW1:114T4=g15:,,,:r:CM:zatili-7 ,:ffigM Mh: 70.00 Shifts: 1.0 Mh/Un: 3.3333 Un/Sb: 21.0000 160.02 133.75 216.90 510.67 *--10W-A11-7gIVAWC.50;: ,:AffMagVii•-i4- 40.-WZZIZAINni-g:* C:;.:14-K15',4:&fieegg7VIX Mh: Shifts: MI;/Un: Un/Sh: 5,738.00 5,738.00 Lgtfkitaticg. .STO*.WWW...:WatILVIVAIO'*.4:Qxttci*Htt4_iii:,,N}n-wgs.73si,wo2_Bi_wAwzfRws4:ofggt Mh: Shifts: Mh/Un: Un/Sh: 1,926.00 1,926.00 M:tg-T21:fk:,f.MtltThtf4fgkiWP..W .'Wt4Ktt-*lfeaO4ck!AVW,gtOktils,ItZlla.,1; .Zgi::,:VAT: . : k:,:: : R=TIEC-iTtf_fhfq Mh: Shifts: Mh/Un: Un/Sb: 5,000.00 5,000.00 Page 1436 of 1884 2 Ric-Man Construction Florida,Inc. gmo IT B 11:08 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 53 ********** 37,626 26,691 5,738 50,104 10,040 130,199 Mh: 836.18 Mh/Un: 836.1800 37,626.18 26,691.15 5,738.00 50,104.06 10,040.00 130,199.39 *** 54 Mechanical Work Takeoff: 1.00 LS Bid: 1.00 LS 3AIIMik4::'1:FO19AT:Ot.iijvt::',,ia. mg,:. -Amo;'..: 3,510 3M52 Mh: 60.00 Shifts: 1.2 Mh/Un: 20.0000 Un/Sh: 2.5000 980.65 10,700.00 1,169.99 12,850.63 f_SW;ir -1 ;':;:;.-•.:.:4$44gAttattfaefigas,5;•:!,VMEEWrg§70W1112,IP*5;.'1;i:M40)::41141W1:::;-.:•:;: C;a: ;;FR317449§. ,:a ,,,k-Agicpp Mh: 360.00 Shifts: 6.0 Mh/Un: 120.0000 Un/Sh: 0.5000 5,654.05 138,798.26 5,849.94 150,302.25 wta c.) ;;:::•T.trAkt4Ai.'iztpttftFAis'INOWSIWATAW:Air.,7W.;::: IT4PV:-1.............................................................................. Mh: 60.00 Shifts: 1.2 Mh/Un: 0.2667 Un/Sh: 187.5000 13.08 61.88 15.60 90.56 gffMrac%SA: -ga.gtTSAWAXP.%Frika;:4CNPIW50Altn;g193risWt:aPM-;-Zgrart-,MVWf4FR'ilK Mh: 18.00 Shifts: 0.4 Mh/Un: 6.0000 Un/Sh: 8.3333 294.19 11,695.10 350.99 12,340.29 ttiVW:*OX.tAl.,W4f#443WWt:tf0:VVAgtWM114WW-11WWN'MXIOW :477sAuf.i::7Kiwimm.3aml-f,mqmzvfmt Mh: 120.00 Shifts: 2.4 Mh/Un: 2.0000 Un/Sh: 25.0000 98.06 463.31 117.00 678.37 WIA.Vi',4%'10, :fak-g_Iggq,444*.tOteflifig_GM-MLWV.ttlitM1;"17--Anashigt--YiSreiliWatUfiklif4-Lg,ZZ.ONM Mh: 24.00 Shifts: 0.5 Mh/Un: 8.0000 Un/Sh: 6.2500 392.26 5,733.77 467.99 6,594.03 PfliWt.-0<ifv,t__AkXrsr-jM_migtSf4-5ZXWOCEWftkilkAVTWNAfttgWgiii:g4:iakdl}WVAVC AWOXPV Mh: 15.00 Shifts:- 0.3 Mh/Un: 0.0500 Un/Sh: 1,000.0000 2.45 20.04 2.92 . 750.00 775.41 FAIWCzetg- 4etittg. .i--MIcgWOYVi47WW)i-f =-TtiniWW:: ''.$:.'',.'1;iFi-M-: :4-**-1:1410EiglMig-aigiNklilW Mh: 15.00 Shifts: 0.3 Mh/Un: 5.0000 Un/Sh: 10.0000 245.16 292.50 537.65 144W--5RW*KVAtiff WitiRKIMIREVTIMW;PWERWR4tE:tTilIfVf.: Ziz iW:tii3tgigZEW:71597:k.WWW;:7,PaigtMW Mh: 15.00 Shifts: 0.3 Mh/Un: 5.0000 Un/Sh: 10.0000 245.16 293.71 538.86 ITMATPROMVAtCPPNWES000011,15kg-WMFTWLiitiWU-!:?::::,,. N7- ; .W4Z-Aligit Mh: 25.00 Shifts: 0.5 Mh/Un: 8.3333 Un/Sh: 6.0000 408.61 487.50 896.11 EggiKa'.:0 -ti::_kliWAnq Wili0.61WWW-MRIT-490&.-Z,104';';'5,4**'-METIt-Z-45,410WW,:i",fz',,,I.M14141% Mh: 150.00 Shifts: 3.0 Mh/Un: 50.0000 Un/Sh: 1.0000 2,451.62 9,630.00 2,924.97 15,006.59 g:4fAKi- ' WA-frf,#;g.anAioaTif:;,4- ie.knTMW--f#EzmilC:;Vg-VfZfgZ, vf .,-4:E,'tas-iF:kiV-7- IAPT-F5-qg-ifgTAMY,ViM Mh: 60.00 Shifts: 1.2 Mh/Un: 10.0000 Un/Sh: 5.0000 490.32 5,617.50 584.99 6,692.82 LVAI-U:.:7.4k)61WIWZIAIMAlf43V:itifNinttW1PV,V1,441f71 ,:.:''?:-::::3:tAUZ-16971§',,gfciaWiiITil4 Mh: 30.00 Shifts: 0.6 Mh/Un: 10.0000 Un/Sh: 5.0000 490.33 585.00 8,000.00 9,075.32 AITE,„g_N-1,:54Wir---. 7-ivAtt-7,W7•?:;i1g444t4*.; -*4CAc 111.* -NS'A:Wiiic; 74=M4ingl-gilARWO:NiX,OPSW,APX Mh: Shifts: Mh/Un: Un/Sh: 7,500.00 7,500.00 Wil4M-4WRIfittat4*:::: 7:3WitMAROBWE,WOLISIONISWEAREIFiVAItY 0(4001VAR52:MiMaialfaggraMtallnk Mh: 150.00 Shifts: 3.0 Mh/Un: 150.0000 Un/Sh: 0.3333 7,354.85 16,050.00 8,774.91 32,179.76 rrT:NEIV; :T-fl;'Zrtk,V_',VT%(tAttiTkt~ff;:WS::AVKWV'-:i):'XqV:-IC1PJXR;::iai'WWPkv,;-:;::,fjit*'in:: sy-,22,KtyggXT.,,Ts, z;#5..=.wegwtw Mh: 30.00 Shifts: 0.6 Mh/Un: 30.0000 Un/Sh: 1.6667 1,470.98 1,070.00 1,754.99 4,295.97 ;:*UM::r:,ikW:Pr'Vatftkr4gwouiixkn;,;::,:f.R::a:vw::73vzC7-pf,• ,i,-gtit45-I!y5kpw:TitW,:-,;.;% ::- -;1-wzA: Mh: 60.00 Shifts: 1.2 ivih/Un: 60.0000 Un/Sh: 0.8333 2,941.94 6,420.00 3,509.96 12,871.90 ''P:i1E-t-Kagt9tA491-11kt4M.;4;3jZ-1.470MAGYA:1-2;WWP1O4 .:fit:- 1€,• :•:;i,P71-.?::::,;:' ,47::0NIAsititvt-7.42470xtOThg Mh: Shifts: Mh/Un: Un/Sh: 120,750.00 120,750.00 **********Biditem/Category 54 ********** 57,757 634,650 66,225 150,750 909,382 Mh: 1,192.00 Mh/Un: 1,192.0000 57,757.04 634,650.17 66,224.93 150,750.00 909,382.14 *4.* 55 Electrical/l&C Takeoff: 1.00 LS • Bid: 1.00 LS Mgi ':-*%l;,.-.i'-II40a17.-:41MfNfll*Ntitftl-!LFO-g-f-VmkAN4Mllg31LWVLWIWkt'f-W.z-4:,sn-;T,la:'_MVi,:,rm,V:F2a-Zi-M:ri-txVyeaji:g:7Apvpcivwmiv Mh: Shifts: Mh/Un: Un/Sh: 34,000.00 34,000.00 gf:aWV-r-';':''I-YXTMN#:RZ4WM:W.tiaW_:i:.;etgowkf,--;n4azfrgak-wraetCn7gi-T5tgV.:::MPXAt:;4z:A;;-ltiaiZz:;tMAw;;IValffA.,T Mh: 1,084.99 Shifts: 18.1 Mh/Un: 1.5500 Un/Sh: 38.7104 73.03 18.19 75.56 166.78 **********Biditem/Category 55 ********** 51,121 12,733 52,892 102,000 218,747 Mh: 1,084.99 Mh/Un: 1,084.9900 51,121.46 12,733.00 52,892.24 102,000.00 218,746.70 *** 70 24"Interconnecting Pipping Takeoff: 1.00 LS Bid: 1.00 LS AIWW.IiMN--Wt*I*;.4.0CIAIMAjgglig.W.7 ,', .:1*.grgairtne!,:. -4:41MIW Mb: 600.00 Shifts: 7.5 Mh/Un: 600.0000 Un/Sh: 0.1333 28,018.64 535.00' 800.00 26,137.29 55,490.93 inaMZ:T*Y;?:lbgk.i-tgNtraMi-*Eiirl ..ci.:1=Xat:tiViVtTaiat.WkXtMtgANCMR.IR.I.7:.CanMtM;Rt4A*_ti:::; ,YV;-t:n-Z-t•2AW Mh: 40.00 Shifts: 1.0 Mh/Un: 40.0000 Un/Sh: 1.0000 2,076.20 2,689.69 1,484.07 6,249.96 auteKaNtgjg5fg-_t-iztat_%agkgkireT:--r--YMWfCSkki3Xlktt'MAAW5tAW:::U*VAMTMAMMt.elf ffifiTATM. Mh: 180.00 Shifts: 3.0 Mh/Un: 0.6000 Un/Sh: 100.0000 28.27 17.83 23.36 120.00 189.46 I:TgWZ.' r.r•':rc:'Z01-ftTAPP:tiXfe:-_:AV*OSidg-.J-;--;5_tfSfgTMIRTS•Eaig -Xt:T;MKWPiaOrAW-.XT-WV;'gMtt:-ZIZitifa.qt9W,k.i:.',„: ;:,T5.-T•::W Mh: 300.00 Shifts: 6.0 Mh/Un: 300.0000 Un/Sh: 0.1667 14,709.69 14,014.02 28,723.71 mokymi:tvisig,',.--eawkiwgom3ok-1tyi4Wti'z :A4iift: "gta-aikgfttZtTiAkWTVENAVP!i Mh: 72.00 Shifts: 1.2 A;lh/Un: 0.2000 Un/Sh: 300.0000 9.42 24.97 6.62 41.01 Page 1437 of 1884 3 Ric-Man Construction Florida,Inc. 11BB 11:08 041142021S West Ave.Water Quality CO_S-090 Revised Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC firs/Shift Labor Material Matl/Exp Ment Contract Total **********Biditem/Category 70 ********** 56,678 17,563 800 51,025 36,000 162,066 Mh: 1,192.00 Mh/Un: 1,192.0000 56,678.04 17,562.69 800.00 51,025.19 36,000.00 162,065.92 *** 90 Utility Relocations&Removals Takeoff: 1.00 LS Bid: 1.00 LS *tiori-7,1,T AM* Mh: 980.00 Shifts: 14.0 Mh/Un: 980.0000 Un/Sh: 0.0714 47,045.74 3,000.00 30,193.80 80,239.54 **********Biditem/Category 90 ********** 47,046 3,000 30,194 80,240 Mh: 980.00 Mh/Un: 980.0000 47,045.74 3,000.00 30,193.80 80,239.54 Mb: 14,756.16 ***REPORT TOTALS*** 694,458 989,050 190,145 1,009,597 356,805 3,240,055 N =Activity not adjusted to bid quantity Page 1438 of 1884 4 EXHIBIT B FLYGT � Xylem Water Solutions USA, Inc. � Flygt Products �:: ( xylem E-),��, . ri 15132 Park of Commerce Blvd./102 it Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 _ • • To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 9 St 25HP Well Pump Quote Number: 9ST25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 Y2 X 31655 Standard Mounting plates(For 10"Base Elbow). 30 CHAIN 5/16"31655 SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 316SS+FLYGT 8 ROD,THREADED 3/4"-10X12"316SS 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 T53163 FEET 3"GUIDE RAIL 31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"316S5 Intermediate Guide Bar Bracket(10"Riser Pipe) HOLDER,CABLE HEAVY DUTY 31655 1NN 56"X 112" Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 \ 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1'...%4 36"X 78"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price$129,718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY, PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS, JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA,INC, Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem Pim*1130451,4884 EXHIBIT B Xylem Water Solutions USA, Inc. FLY�xT Flygt Products r xylem brand 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Frelght Terms: DAP; Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 90 DAYS AFTER SHIPMENT DATE. (Note.Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale-Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.com/en-us/Paveslterms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name: Date: xylem Ptd UtPtntteN384 EXHIBIT B FLYGT Xylem Water Solutions USA, Inc. Flygt Products xylem L), 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561) 848-1299 To: Ric-Man Construction FL. Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 12 St 25HP Well Pump Quote Number: 12ST25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 '4 X 3165S Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"31655 SWL27S0#(1 X 30') 1 KIT,CHAIN FITTING 3165S+FLYGT 8 ROD,THREADED 3/4"-10X12"316SS 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 31655(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"31655 Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 31655 1 56"X 112" Frame Opening Drainage Well Hatches Galv Steel DT-AHD 1 52"X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36" X 78"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 SS enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $129.718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY. PIPING, VALVES, GUIDE BARS, PRESSURE GAUGES, DISCONNECTS. JUNCTION BOXES. KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA,INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem P> 1444404884 EXHIBIT B Xylem Water Solutions USA, Inc. Flygt Products ry xylem brand 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP: Jobsite-Full Freight Allowed(per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charms: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at http://www.xyleminc.cam/en-us/Paoes/terms-conditions-of-sale.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER, A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name: Date: xylem P 5440041884 EXHIBIT B FLYGT Xylem Water Solutions USA, Inc. Flygt Products xylem br8rid 15132 Park of Commerce Blvd./102 Jupiter,FL 33478 Tel(561)848-1200 Fax(561)848-1299 To: Ric-Man Construction FL, Inc. Date: April 16, 2021 Attention: Michael Fischer Subject: 13 St 251iP Well Pump Quote Number: 13ST25WP We are pleased to offer the following equipment: Qty Description 1 Flygt Model NP-3171.095 LT 10"volute Submersible pump equipped with a 460 Volt/3 phase/60 Hz 25 HP 1160 RPM motor,614 impeller, 1 x 50 Ft. length of submersible cable,FLS leakage detector,volute is prepared for Flush Valve,Explosion proof 1 START UP,FLYGT,NO TAX 1-TP MODELS:3000,7000,8000 1 CONNECTION,DISCH 10"X 10"CI 1 'A X 316SS Standard Mounting plates(For 10"Base Elbow) 30 CHAIN 5/16"316SS SWL2750#(1 X 30') 1 KIT,CHAIN FITTING 316SS+FLYGT 8 ROD,THREADED 3/4"-10X12"316SS 4 PPAC AC100PLUS ADHESIVE+ANCHORING SYSTEM 50 TS3163 FEET 3"GUIDE RAIL 316SS(2 X 10' +2 X 15") 1 BRACKET,GUIDE BAR UPPER 3"316 1 3"316SS Intermediate Guide Bar Bracket(10"Riser Pipe) 1 HOLDER,CABLE HEAVY DUTY 316SS 1 56"X 112"Frame Opening Drainage Well Hatches Gall/Steel DT-AHD 1 52" X 60"Frame Opening Wet Well Hatch Galv Steel DT-AHD 1 36"X 78"Frame Opening Settling Tank Hatch Galv Steel DT-AHD 1 Storm Water Manhole Cover USF385 Ring 4 SENSOR,ENM-10 0.95-1.1 65' 1 Simplex Control Panel 460V 3Ph 25hp NEMA 3R12 316 S5 enclosure w/ MultiSmart Primary control&LTU 801 pressure transducer and back up Float control&Gen receptacle 1 Motor/Float Connection Box 1 SHIPPING AND HANDLING-NO TAX Price: $129,718.50 plus taxes,freight included Exclusions: WE DO NOT SUPPLY, PIPING. VALVES. GUIDE BARS, PRESSURE GAUGES, DISCONNECTS. JUNCTION BOXES, KELLUMS GRIPS, SURGE PROTECTION EQUIPMENT, SPARE PARTS, LABOR OR ANY OTHER ITEM NOT SPECIFICALLY LISTED ABOVE. PLEASE MAKE PURCHASE ORDERS OUT TO: XYLEM WATER SOLUTIONS USA,INC. Validity: THIS QUOTE IS VALID FOR NINETY(90)DAYS UNLESS LONGER TIME AGREED TO IN WRITING. xylem P1444341P4884 EXHIBIT B Xylem Water Solutions USA, Inc. Flygt Products a xy(ern brand 15132 Park of Commerce Blvd./102 Jupiter, FL 33478 Tel(561)848-1200 Fax(561)848-1299 Taxes: State, local, and other applicable taxes are not included in this quotation. Freight Terms: DAP;Jobsite-Full Freight Allowed (per Incoterms 2020) Shortages: Xylem will not be responsible for apparent shipment shortages or damages incurred in shipment that are not reported within two weeks from delivery to jobsite. Damages should be noted on the receiving slip and the truck driver advised of the damages. Please contact our office as soon as possible to report damages or shortages so that replacement items can be shipped and the appropriate claims made. Payment Terms: 100%NET 90 DAYS AFTER SHIPMENT DATE. (Note:Partial billing will be made on partial shipments) Xylem's payment shall not be dependent upon Purchaser being paid by any third party unless Owner denies payment due to reasons solely attributable to items related to the equipment being provided by FLYGT. Schedule: Please consult your local Flygt branch for submittals and fabrication lead-times. Back Charges: Buyer shall not make purchases nor shall Buyer incur any labor that would result in a back charge to Seller without prior written consent of an authorized employee of seller. Terms&Conditions: This order is subject to the Standard Terms and Conditions of Sale—Xylem Americas effective on the date the order is accepted which terms are available at httn:Mnvw_xvleminc,com/en-us/PacesMerms-conditions-of-saie.apx and incorporated herein by reference and made part of the agreement between the parties. We thank you for your interest in our equipment and look forward to being of service to you in the near future. IN THE ABSENCE OF A FORMAL ISSUED PURCHASE ORDER,A SIGNED COPY OF THIS PROPOSAL IS ACCEPTABLE AS A BINDING CONTRACT. Xylem Water Solutions USA, Inc. Company Name: Address: Accepted By: Print Name: Date: xylem P144004884 EXHIBIT B AT L A 11 T I C234 NE 3rd Street Suite 1101 Miami, FL 33132 COAST DR LLING (305)992-5415 Office A� www.AtlanticCoastDrilling.com April 15, 2021 WELL PROPOSAL Attn: Rafael Vega rob Name: To: RIC-MAN Construction Job Ackkora: Location:along West Ave.from Lincoln Rd. 3100 SW 15th Street, down to 8h street.Miami Beach,FL Deerfield Beach,Fl 33442 Temp. dewatering well 954-426-1221 Ws hereby propose to furnish all necessary materials and labor-complete in accordance with Florida Department of Environmental Protection (FDEP)requirements end South Florida building codes as follows: Installation of: Fifteen (15)—24"dia. Temp.Dewatering Well(class V)at$23,000.00 (Each) Up to 100' feet,additional depth at$195.00 per foot. TOTAL: $345,000.00 Price Includes: 1. Mobilization of drill rig equipment,tools,&labor.Two(2)Man Drilling Crew. 2. Containment of Development water 3. Made in America Steel Pipe(New,No Mids,No Mill SPECS.) 4. Each well will be capped with a lid. 5. Well Completion reports. 6. Specific capacity drawdown test concurrent with well development, F.xclusioas: 1).Structure over well,manhole ring,and covers,lateral piping to the well,&pumps. 2).Civil plans,Site access,MOT&locations/well layout should be completed by a surveyor. 3).Underground clearances,aside from 811 Call Sunshine. 4).Site restorations,disposition of well cuttings. 5).Payment performance bonds. 6).Permit Fees,FDEP,County&City well construction permits. 7).Reasonable Assurance Report by PG for FDEP review. Note:Atlantic Coast Drilling cannot guarantee Well Capacity This proposal is good for 30 days-These prices are For Your Eyes Only Payment to be mode upon Requisition-Interest accrues @ I WA monthly on unpaid balance Acceptance of Proposal The above prices,specifications and conditions are satisfactory; Atlantic Coast Drilling.Inc. payment will be made as outlined above. Marcos Aleman -President Authorized Authorized Signature: �t!'aod Print&Date: Signature: rfeemoue Date: 04/15/2021 Terms and Conditions:All work to be completed in workmanlike manner according to standard practices.Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders,and will become extra charge over and above this estimate. Client agrees to pay all collection costs on all unpaid balances.Atlantic Coast Drilling Inc.shall not be held responsible for capacity of well due to geographic formation,ACD shall not be held responsible damage to underground utilities or structures not identified prior to work commencement.ACD cannot be held responsible for delays caused by bad weather,supplier shorts,strikes,or acts of God.This contract may be terminated at the option of ACD for any reason. Page 1445 of 1884 lam, 501,A,1,1 t l t c-i—tz a c,t G! v,4.-G Jc 4U ct t ec41atc Wire,Conduit install total Pump Install Cost Total r" North tin BR $97,200.00 534,000,00 5131,200.00 4 P0f 3., Un Wst 512,994.20 534,000,00 $46.994.70 16th Bay rd 528,938,60 534,000.00 562,938.60 161h Wst $6,386.04 $34,000.00 540,386.04 15th Terr-BR $11,387.52 534,000.00 545,387 52 I5thTeam-Wst 58,136.94 534,000.00 542,136.94 14th Crt $19,449.00 534.000.00` $53,449.00 . South 4 Ga; 13th St $7,574.40 534.000.00 541,574.40 12th St $8,629.20 534,000.00 $47,629.20 9th St , 58,438.40 $34,000.00 _ $42,438.0 $549,134.30 41 • -13 0) 41. tt] (D 0) O CO CO 41. • m X CO 00 EXHIBIT B IHS Markin < Commodity Coverage-Metals Steel Price Forecast and Market Outlook Steel price forecast for 2021 The spike in steel prices is extraordinary.Many products are up 50- 100%since late summer 2020,with the bulk of the increases occurring in November and December 2020. Sheet price in the United States has more than doubled since mid-2020 and just set a new all-time-record high. Looking at some global prices,Chinese hot-rolled coil (HRC) averaged $465 per metric ton in the fourth quarter of 2019 (pre- COVID-19). It dropped to$440 for the second quarter and briefly approached $420. By late December 2020, Chinese HRC price reached $775 (an 85%increase) but quickly retreated 10%. European HRC was at$506 in the fourth quarter of 2019,stayed below$450 over much of the summer in 2020, then shot up to $840 in January 2021.This is an increase of more than 90%. The United States was at$505 in August; now in mid-January,there are unofficial reports at$1,240, a 146% increase. Learn more,visit Commodity Coverage- Metals _. Prices are spiking to unsustainable peaks in 2021 Steel prices will spike in the first quarter but 'l following months.All products are rising rapidly Welcome! How can we help you today? construction and industrial recovery from COVI[ outpaced sluggish capacity restarts,so supply is temporarily tight. Page 1447 of 1884 EXHIBIT B Mitts have restarted in most regions,so shortages will not East and prices will retreat quickly over the second quarter. Sheet prices are spiking in the United States at one of the fastest rates in history, despite ample (but idle) capacity. Despite the high prices,buyers should worry more about supply than price for the first quarter of 2021, but should avoid locking prices for the remainder of the year. Other products and regions have high prices for the first quarter of 2021 but are not experiencing shortages. • The buying advice for steel is"wait." Prices spiked in the fourth quarter of 2020 and are carrying over into January. Prices are above fundamentals and will fall back in the second and third quarters.The exception is sheet,which is on allocation in the United States. Ensuring availability is more of a concern than price. Furnace restarts will alleviate supply and then price by the second quarter. Lead times are long in Europe but there is no allocation so far. • Downside risk is high if the second wave of COVID-19 grows worse. However, if manufacturing and construction are idled, then steel demand and prices will fall. • Upside risk from Australian cyclones is worth watching. Ore mines are at full capacity,so any disruption would be magnified. If cyclones disrupt delivery,ore would spike and with it, steel prices. Bottom line:Steel forecast for 2021 We continue to hold that steel prices will peak globally in the first quarter of 2021 and then retreat. Sheet is on allocation in the United States and tight in Europe,so work to ensure supply even if you have to pay too much in first quarter 2021. Welcome! How can we help you today? Page 1448 of 1884 • EXHIBIT B E 7 Lr, ' ;SO t 250 0 2016-C.1 2C18-Q1 2020-Q1 2022- -0- China I m ain lan d) Hot Rolled Steel United States Hot Rolled Steel Europe Hot Rolled Steel View data table Experts zomi_ c „ , k Mark Laura John Amanda Ulmer Hodges Anton Eglinton The group Ms.Hodges is Mr.Anton has Ms. Eglinton has specializes in responsible for expertise in the been a part of monitoring... the manageme... ferrous metals... the Pricing an... • VIEW VIEW VIEV, PROFILE PROFILE PROFILE Welcome! How can we help you today? Page 1449 of 1884 EXHIBIT B Commodity Price Watch Monthly IHS Markit i5 Apr 2020 - P;;c ng and i L rcnasing f Schedu.ed Update Commodity Price Monthly steel Change from previous forecast:The forecast is I.x.rered 4.;1tI"! Ironfinal/64,prj , only sight adjustments across orocucts. no 400 The general trend: Stee' p ce fal in the second a�arte-of 202.0 100 - 350 reachbottomfr t. 40 but co rot hc,_. ;n,ur.a the t"��•t'quarter.Prices cf�arlFngF _ their 2015-16:oWS but general:,? do not Pali crt.ite so far because 80 i ,300i money 250 � input costs ar'now I r l7$tnGlea ol .r,coOB I . r mss-^ 200prices S!)..1'7.to rec over ate ir 2C20 only because arms are turceu a t . to idle capacity. 50 Iso Risk: Risk aligns on the dons;d'e and centers on the possibility 201801 201101 201501 201901 202001 202101 100 w that the global par.den is hits econonc es outside mainland China harder.The most immediate risk is to delivery,:lot price.,.iilis -iron On(ft) .Heavy melt amp,US sours•MS Mirke 0 2=O HS Market nave closed in marii,countrreS,so a terra'e sources may become • Page 1450 of 1884 EXHIBIT B mandatory.The market:s mentioning upside risk that we acknowledge but bel:eve is overblown,The tear is that deep .4Hvl�Qited coil tires _ k } production cutswill se:up shortages once demand comes 1.000 roaring back,We do not tnink demand roars back,but if it does ew then the risk is real. g Boo 700 Iron ore: Iron ore pities have eased f'-om Marc-,to April,fallinga eoo around SS/metric ton(5.6').";as demand:concerns finally hit the a so0 market,Prices for iron ore have outperformed many other roti' C : 4." materials in 2020,however,owing to a co'1'hillatioii of supply and 300 demand factors.On the Uppl'y side iron ore shipments through 200 a201601 201701 201601 201901 202001 202101 tile first i.artr'r,'rC�m b•�:• AI-;si-rr7;ia and13razll,have fallen .9'%'0 "ear on year',_vi y'i because of strongseascr'al rains.As a result. 'lex ^ —Europe -Asia -United States iron ore inventor les at Chinese ports have fallen to around 115 Sowce HS Merka 02020 HS Mani r1!Ilicn metric tons YtMIt,,just above the 2019 iov, 114 PVC at the height of the ire r erre supply crunch last year n ten-is of demand,we Saw evil,temporary shutdown of Chinese manufacturing,but blast Furnace capacity utilization in mainland Ch:na fell only 7 percentage rinlllts to 73"a,lt the lowest point of the snu:down.As'Tralrilar''c China ouened lip again through March, 'co ore Ciernand has.firrease.d with blast furnace Jt lizatiC'f';retjrn'ng to 77ler Shipments and domestic iron ore production arc improving with the second quarter,typically the year's st-ongest,v:'h c h has helped pull prices down to aroJ-ld $82/metric ten and should pull prices lower.With the rest of the world's steel prediction ata standstill n the second quarter,we are forecasting prices to fall to$ 2,'r11Etric tell. Steady Ch1:nese steel production,however,Mil p'eve'lt prices crashing to 2'316 levels as we have seen in other commodities. Scrap:Scrap prices hive tanked over the past month as the steel industries throughout the West shut down.Turkish prices for heavy me:t scrap(HMS)80:20,the rest heavily traded grade.to', JL 5°'"to$210irnetric ton before rebounding a tinct=to$238 on opportun:soc buying.The T u-kish response to COVIO-19 has boon less draconian and thus steel plants are titin operating.Flsewrrore,strap prices took much'vorse US buying has dried up sn much that quoted prices on actual transactions are hard to'Ind There are ind!!:at.orrs that.prices nave faller.to S140 or lower.These orices aiedesigned to be so low that people stop br nging scrap to yards because no one is buying. Electric arc mills in Europe and the US are either closed or set to close until social solation measures are lifted,This creates an interesting dyrnarn c in scrap markets because a few mills will continue to operate. These mills will continue to consume inventory at a time 'ihen little scrap generatior in taking place.Manufacturing i4 nc ledge"pi educing bushelling scrap,demolition has ceased,reduc'ng heavy melt supply and a financial crisis viii,discourage consumers from trading in old vehicles to buy a new ore,thereby reducing shredded scrap Suoely This may provide some support to prices during tl,IS C`1515.We 2'r however forecasting demand to dominate and forecast prices 0'US HMS to average 1 3'let iC ton in the second quarter with US bushel prices to tall to 5,2].2;metrrcc ton.$2 above()Jr US shredded scrap forecast. Coking coal:PI ices have fallen as expected moving irtc April,as COVID-1n caused the shutdown of the majority of blast furnace capacity:'1 t-iumpe,Brazil,North America,and now,more critically fni coking coal,tucla.There is also concern in the ma'ket that the CfLriese`fiscal stimulus will not drive growth in.ChineSe Stee:production over the 1 hil:rorl metric tons produced in 2019 We are forecasting imports into mainland China to'all by .Mt.1t'`/y in 2020 and as Indian steel is shut down,a similar volume cv.. ec'lost there too.Coking,coal production has in fact suffered I'l the ri'St quarter,falling 4.85/v explained the rally in prices above;150,Supply is now improving again'vt:nich,combined Vi;tn a rear• shutdown of Western demand at least in the second quarter.has caused prices to fall to around (.132/metric ton for benchmark coking coal.We are forecasting prices to average 5124/metric tor:in the second quarter before rallying again to around$147 in the third quarter as more steel capacity comes oac',,onitru-' Sheet:Sieet and plate cove almost the sarllc:riot loo:.Sheet prices are dropping,and most regions have more downside to ge.Association of Southeast Asian Nations(ASEAN)prices are down to S380/metric ton,and it is likely mainland China Wit.;hit tee same lows.We e9,aect mills to sell sheet below cost in every region but toe United States.and even profits Page 1451 of 1884 EXHIBIT B there will be very low. Because of the losses,an effective floor is placed under sheet.Otherwise we would likely fall to near late 2015 levels. Mainland China was hit first with the COV -19 outbreak and so has been tic first to recover.We thus expect a rapid rebound in mainland China,bat a slow recovery to prices.and production in almost every other region, including Europe and the United States. Demand for both sheet and plate will be impacted severely by the crash in petroleum prices New drilling will be curtailed and possibly face a temporary halt,Pipe.line projects nave longer consti uction durationr so should not be halted for a (hopefully)temporary dsruptiori.However,as energy company cash flow becomes strained,there could be slowdowns even for long-ter im projects.Sheet suffers additional ha'm from hits to consumer demand,which may be the last sec.to• recover.Shipments to automotive and appliances will iikely be weak for all of 2070,although rising off the floor by the fourth quarte-. Plate: P•Ices wili Oroharply,limited only by cost of production.Like sheet,we expect mills to suIt below cost in every region but the United States,and even there profits will he very low. Because of the losses there Is an effective price floor. Otherwise we would likely fall to near late 2015 levels Mainland China,hit first with the COVID-10 outbreak,has been the first to recover.We thus expect a fai4 rapid rebound in mainland China but a slow recovery to prices and production in almost every other region,including Europe and the United States. Demand for both sheet and plate will be impacted severely by the crash n petroleum prices.New drilling will be curtailed and possibly temporarily stop_Pipeline projects have a longer construction period,so should not be halted for a thopefullyi temporary disruption.However,as more energy companies'cash flow becomes strained there could be slowdowns even for long-term projects.Plate is stronger than sheet in that construction is a major end market.so there should be benefit as government stimulus programs are!nstituted. Bar and rod:Bar and rod prices are weak but will fall even more as demand contracts because of COVID-19,Mainland China will hit bottom in the second quarter,but the test of the worIci will not until the third quarter.Prices wih be the lowest since late 7015/early 2016 and will be downside limited only because mills will be los ng money a no so will be forced to cut output.Grades that serve construction will recover more strongly than grades serving machinery and consumer durables.Government stimulus normally goes toward construction,so rebar will benefit more than merchant bar. Steel pipe:The outlook for pipe prices has been revised lower on falling steel input costs and much weaker oil and gas sector demand.We had previously anticipated pipe prices were at or near bottom carry in the first quarter,but now forecast prices to move lower over the second and third quarters as competition picks up among suppliers and buyers benefit from improved leverage in the weaker demand environment.At this time,we do not expect pipe prices to fall to the lows experienced during the 2015/16 downturn:however,pricing risk is squarely on the downside over the next two quarters. IHS:Markit'MdelliriceforeicittriAprir2112 ,-47.4T*Tg:: • - • _ Forecast change 2019Q4 2020Q1 2020Q2 2020Q3 2020Q4 2021Q1 2021Q2 2021Q3 2021Q4 2020 2021 Steel raw rrrateriaiS uries Iron u;e.s 1 r-rustrelfr•F:,so.i)..Y3 Slorq ton Sh-et-.k-JSCIan r r on , 1,.4,f)11 s:rr:rf;,, :on • PR .; Page 1452 of 1884 • EXHIBIT B IHS • _ - Markit steel price-..ftrire-ca:St--April 2020 - , Forecast change' 2019Q4 2020Q1 2020Q2 2020Q3 2020Q4 2021Q1 2021Q2 2021Q3 2021Q4 2020 2021 rT :I Chi la lellri a, Inn . 5:Ce: p%Aar I p:it:et. Int nhi. J. ..!I !-It,:-Tri 1,1:c 711 lirt f.:7: 1.-WO, • CC: US.7,'S-Ort (OH C Wi Co!ii-r led co 5 nr c ,•• tut f.17.1-., nrI FIN; VG sle:?!t.1.1,id,Sin Ir. Eu'upc, C.s.,:etr.• ',pre+ tun Steel long product pncer Ide t b3t LJL:.S 1h2!;tot! I.Ic•rha.• bar As:a. StVe 0!A:itv I IS, ,ivnt fl • L.1...5%!?! tt RrinA:Fut; ••• tor. • ',Or tor W i toc.bCrJC fi/n W r rrIl(mesh 113 final I tin St fa!Cron!I eittn.Sirrtfr.c'N'o 5lit4turi,15tee;Asi.::.1..•sret,,t:to and down arrow signals if the pace forecast is more than 5%higher or lower than he previous forecast.Please note that the forecast is available for download'n the Costs and Prices Research section at Connect.Data presented in the Commodity Price Watch are often interim updates to our forecast. and as such may differ from the forecast in the spreadsheet tables ••Flistorical price sources.Argus Source;INS Markit 2020 IHS Markit Nonferrous metals • . Page 1453 of 1884 EXHIBIT B Changes to the forecast:The base metal forecasts have been lowered over the near term to reflect Chic raold deterioration In 130 2,500 ondit, ,:1s since January Ali prices hit a low 1n the second 120 2.300 quarter,al.but co:?per are lower:rl The fist Quarter :f 2021 than 2.100 t, thn a's.vriuj• price recardecl in the first cli.art€roe 2020 c 110 1,900 E i 100 Aluminum: Lack of any rearm fJt producticr cuts to cate r";::e u 1,700 90 8 a,urr.l_;m lock the weakest of all base metals through 2021 1.500 London Me411 Exchange lances have fallen under S1,500 so1.300 per metric ton,mr'e than$200 below our esti:nate of average 70 1,100 sn-,elteroperotirra costs and therefore unsusta•'raLde in our i!:';. 201601 201701 201801 201901 202001 202101 ' This said,. rrmary smc'lrer prodtcuo"has not Seer ary stable -U$Wiriest ---Europe fR) cuts since JanJarv.We expect arinoJacements shortly. Source wsrw.•c 02020 WS Ala,k•: There are signs that prices may finally of nearing a bottom. Futures prices show a vyiden,ng contango,which snakes carry trades+'htlyln,-spot metal and selling it forward)increasing. • 7.500 attractive,especially with low interest rates minimizing(Morning 300 7,000 e costs.Scrap discounts are also narrowing as a tack of scrap s 260 6,500 v generation and scrap collection tightens conditions,which may J -- E soon p,oIT-'pt secondary producers riteiqt the market for prhr,ai S 260 J _ 6.000 metal.The bottom line,however,is that while we believe the 240 i �J 5.500 downside is 11n'rted,aluminum looks well supplied with only a ` 220 5.000 slow i,Se la prices over the near term.We see Little risk in a buy as needed strategy aver the next quarter. 200 4.500 201601 201701 201801 201901 202001 202101 Copper: the market will record a surplus in 2020 because of —United steles -Europe CR) plunging consumption in the first half of the year.While this shift so'e WS Magi 02020IHSI.W►a Ir)the market has undercut prices,our caution s that a ou ctr supply-side'cacthin on top of an existing weakness in mine production sets prices u0 for a rebound in the second half of the year Oncr.the global economy reboots. Even though LME prices recently dropped as low as 54,518 per metric ton in march,based on mine cperatng costs,we believe a sustained floor is probably closer to 54.700 to 54,800 per metas ton.Prices have recently moved closer to$5,000 per metric ton or the wave of temporary mine and port closures,which are disrupting the flow of concentrates into the market.V sioie inventory has r'ser,since January but is still lower than it was at this time last year. Even modest physi'a• consumption growth,if accompanied by a degree of inventory restocking later this year.will t'ghten the mar ket.Our ' bottot^ line is that we see prices above$5,600;y the end of this yeararl above$5,800 pr metro to',it:early2i2 1. Current prices look attractive. Nickel: 1 he lorecass:for p'ic.es in the second quarter of 2020 has been lowe,ed to reflect re(en 5!tness. However,we believe paces have already hrrtmri1r ,` 1qu c' ed out and will slowly mi;.e higher over the seconc. ,'t_r and se��•lc.half of 2020 as Chinese demand intprov'es and production is curtailed.Prices fell to nearly 511.000/mei ric torn in late March,but stabilized and inched higher in early April.While upside risk to prices is Inmitea given the current weakness in ploba demand,supply disruptions are large and mounting.Indonesia,the largest source of nickel ore to rria•niand China,implemented a ban on c.'le exports that took effect:n January 202G',and other key produc.ng counts s.me terraorar I closing mines and facing other supply disruptions due to the(OVID-19 outbreak,helping to pot a floor urcer prices above the level reached during the 2015/16 market dowatu:ri.Tightening supply and slowly improving demand In main and Celina will cause prices to r11U've higher over the second quarter and the second Trail of the year.Our view is that prices below$F2.000/metric ton on the IMF present a good buying opportunity. Zinc: Prices under c2,000 metric ton are buying opportunity.While zinc demand will decline in the coming months. supply-side disruptions limit further price declines in the second quarter.With Peru now implementing martial lave to Page 1454 of 1884 EXHIBIT B contain the spread of COVID-19.mire production from a country representing about 1041.:of global supply remains cha lenged in 2020.Visible inventory on the London and Shanghai exchanges starlet April at 207,000 metric tons,which is well below the historical five year average of 425,000 metric tons The coverage ratio',Inventory Exp'Esse•:' i weet s of CGnsurn;)tion)currently stands at 2.8 weeks in December,well beIoi the five-year averagef t v.'eLow a.4.5 C�tS. will ccntin.e to create upside price risk I rough year-end Global Lon sii'n;ption registered 1.6%y!.;growth':'i Jdrncer,;' is sixth consecutive monthly increase.The pace will decelerate in the cooling touriths arid IHS expecis near-zero growth:n.apparent global consumption fo'2020.Prices average$1,819 mry ric ton in the second half of 2020 with potential delays,mine closures,and slower Chinese reined zinc capacity Cestarts being en upside risk to the near-term outlook. HIS•Markit-nonferrous price forecast--April 2020 Forecast change* 2019Q4 2020Q1 2020Q2 2020Q3 2020Q4 2021Q1 2021Q2 2021Q3 2021Q4 2020 2021 Nununun _Bou,f: Alen •...••1_11 ?!;r•n.:u: SHE ShfrE,y.,zirt'n Copper Cr.N :t, '.li),e�,-._ or- Lop rr[,IrE y':/an 176f 1011 21.7.3 7 n< bei 1- h'.:'adr...' fun _jun. l;r i tr i:Ua Other tt.r1,e1;k!!•`'metra:ton soca r..;re„.,0 c:!, !uii'* (.nf t-d t"r"y Liiar?_r:L r,rr=tnr t?' Star less ste.tl St:,.ik s! -ct:.Is SI!:a:Gil • Sr :n ,:.:: r' r.CA,Ch tOn Hir'o•alloyi t1ci!hd<•ru;n.Un. Stair: II cher 'Torr:•3. u'o:E,r It, COh3i7 E:.li.i,t;e[r?:S,•i:i Up and down arrow signals if the price forecast is more than 5%higher or lower than the previous forecast.Please note that the forecast is available for download in the Costs and Prices Research section of Connect.Data presented in the Commodity Pnce Watch are often interim updates to our forecast. and as such may differ from the forecast in the spreadsheet tables. "Historical price sources MEPS(stainless steel) Source:IHS Merkit 2020 IHS Markt •e..., 's:•r 41 Page 1455 of 1884 Ric-Man Construction Florida,Inc. 3100 SW 1518 Street Deerfield Beach,FL 33442 . (954)426-1221 l Hfc iLM r-...- (954)426-1226riglIE PL.ill t•st West Ara South 490 4/17/mil • . Commodity and Subcontnctortiscalatlon . ttens New Total C038 total Oelca Delta Total Impart Notes Material Subcontract • Quoted Escalator • . PI Pp, • $ 473,490.00 $ 359,455.00 $ 114,035,00 US Pipe Tares 7,982.00 ares-7% 3.6%Escalator •See Producer Price Index Graph • Precast Structures $ 192,19400 5. 185,448.00 $ 6.746.00 bench drains $ 15.010.00 5 14,489.00 5 521.00 Aggregates 5 284,373.00 5 274,491.00. 5 9.882.00 landscaping/Irrigation 5 275,544.00 5 267,900.00 5 7,644 00 Pipe Carr modifies $ 41,440 DO 5 40,000.00 5 1.440.00 PVC Pipe,Frnings S 44.785.00 $ 43,229.00 S 1,556.00 Taxes 7%on$27,789 S 1,945.00 Subcontractor Adjustments • • • $ 14,634 00 rn ;Asphalt • See Quote Comparison and Ptoponning 10090 Electrical•So FI Elect - 5 159.019.00 See unit Pncing spread sheet from So FI Elect 11) CO CD .To[aI $ 151,751.00 5 373,653.00 .01-4-.10/5 $ 15,775.00 S 8,683.00 • Subtotal 5 166,426.00 $ 182.336.00 •3'76 Bond&Ins S 5,007.00 5 5 470.00 03 $ 171,933.00 S 197,806.00 $ 359,739.00 rn X 2 00 • H 4/14/21 South Florida Electrical Consultant, Inc. WEST AVENUE-SOUTH PROJECT-SIGNALIZATION AND LIGHTING QUANTITIES SIGNALRATION REM NUMBER DESCRIPTION UNI OTT EST. INCREASE AMOUNT 0630.2-12 CONDUIT.FURNISH 3 INSTALL,DIRECTIONAL BORE FOR SIGNALS,INCLUDES OPEN TRENCH INSTALLATION IF 3000 5:6.3 T.''TU.)(V:. - 0635-2-11 PULL E JUNCTION BOXES,FM.13'X 24'FOR SIGNALS EA a0 527 , 0. 1 I i;- 0649-31-103 MAST ARM,F31.WIND SPEED-150,SINGLE ARM-Wi0 LUMINAIRE EA 6 5^!rp 06 s.n or,:or. 0670-5-120 TRAFFIC CONTROLLER ASSEMBLY,F31.170 AS 7 is nn Not Included; - $611.633 70 Vehicle Detaches system LIGHTING ITEM NUMBER DESCRIPTION UNI QUANTITY 4 AMOUNT 0715-1-12 LIGHTING CONDUCTORS,Fat,INSULATED. NO 6 LF 29300 . .., 5:'i.:,r':u• 0715-1.14 LIGHTING CONDUCTORS,Fill,INSULATE°,NO 1 IF 900 S. !,5 IR..;11. 0630-2-12 CONDUIT.FURNISH 3 INSTALL,INCLUDES OPEN TRENCH INSTALLTION IF - 22797 52 1,4 $Ri,, d1 0.L 0635-2-11 PULL 3 JUNCTION BOXES,F31.13 X 24'FOR LIGHTING EA 106 0:i;11:, I;,144.;�,r. Notes: Pate cable disirbution not Included x - . . . 596311696 TJ OELTA N I 5156.019 26 CO CD --: 01 O 03 W m X Ca _I CO EXHIBIT B USU.S. Pipe& Foundry Company, LLCPIPE Two Chase Corporate Drive,Suite 200 Birmingham,AL 35244 I- f ABR CATIOn —I .IPE Sales Manager: Allred, Sean Phone; 727-249-8809 Email; sallred@uspipe.com Attn: Chris Bottome Date: 9117/2019 Quote#: 162963 Revision#: 0 Bid Date: 9/30/2019 City,St: FL Engineer: Addendums: Location: Project: West Ave. South RFQ ID: The EXPIRATION date for this quote is: 10/17/2019 I Qty .Description Length Weight Price Total Price 1 20 FT 04"MON DIP CL52 20'NOM BCL/AC(D) 261 $17.29 $345.80 2 445 FT 06"MON DIP CL52 20'NOM BCL/AC(D) 9,056 $13.38 $5,954.10 3 245 FT 08"MON DIP CL52 20' NOM BCL/AC(D) 7,007 $18.80 $4,606.00 4 4024 FT 12"MON DIP CL52 20' NOM BCL/AC(D) 190,335 $31.10 $125,146.40 5 2401 FT 20"MON DIP CL52 20' NOM BCL/AC(D) 213,689 $58.52 $140,506.52 6 1 EA 04" FIELD LOK 350 GASKET(I) 1 $36.40 $36.40 7 23 EA 06" FIELD LOK 350 GASKET(I) 14 $51.68 $1,188.64 8 13 EA 08" FIELD LOK 350 GASKET(I) 14 $69.99 $909.87 9 200 EA 12" FIELD LOK 350 GASKET(I) 420 $101.65 $20,330.00 10 120 EA 20" FIELD LOK 350 GASKET(I) 503 $329.29 $39,514.80 Quote Totals: 421,299 $338,538.53 v 9/20/2019 7:58:00 AM Page: 1 of 5 Page 1458 of 1884 EXHIBIT B 1/8 US U.S.Pipe&Foundry Company, LLC PIPE 'IPE Two Chase Corporate Drive, Suite 200 Birmingham,AL 35244 F°°p'C.""O" Sales Manager: Allred, Sean Phone: 727-249-8809 Email: sallred@uspipe corn Attn: Chris Bottome Date: 3/30/2021 Quote#: 162963 Revision#: 1 Bid Date: 9/30/2019 City, St: FL Engineer: Addendums: Location: Project: West Ave. South RFQ ID: The EXPIRATION date for this quote is: 9/26/2021 Qty 1111 Description Length Weight Price Total Price 1 20 FT 04"TYTON DIP CL52 20'NOM BCL/AC(D) 261 $25.10 $502.00 2 445 FT 06"TYTON DIP CL52 20'NOM BCL/AC(D) 9,056 $19.28 $8,579.60 3 245 FT 08"TYTON DIP CL52 20'NOM BCL/AC(D) 7,007 $27.21 $6,666.45 4 4024 FT 12"TYTON DIP CL52 20' NOM BCL/AC(D) 190,335 $45.17 $181,764,08 5 2401 FT 20"TYTON DIP CL52 20' NOM BCL/AC(D) 213,689 $85.44 $205,141.44 6 1 EA 04" FIELD LOK 350 GASKET(I) 1 $41.60 $41,60 7 23 EA 06" FIELD LOK 350 GASKET(I) 14 $59.06 $1,358.38 8 13 EA 08" FIELD LOK 350 GASKET(I) 14 $79,99 $1,039.87 9 200 EA 12" FIELD LOK 350 GASKET(I) 420 $116.18 $23,236.00 10 120 EA 20" FIELD LOK 350 GASKET(I) 503 $376.34 $45,160.80 Quote Totals: 421,299 $473,490.22 3/31/2021 7:11:46 AM Page: 1 of 5 Page 1459 of 1884 Ric-Man Construction Florida,Inc. 3100 SW 15th Street Deerfield Beach, FE 33442 c� (954)426-1221 .irt- • ' • (954)426-1226 ... West Ave 090/091 - .. -r — — !Escalation RMF Direct labor 1 4/13/20211 — • 90 Item I Hours ;Cost Hours 91'Cost 1 3 1 Comments Base Contract 23,762 $ 1,019,810.00 50,573:S 2,157,261.00 : C030 _.__..... #11/23-labor escalation $ 65 028.00 $ 114,825.00 tis/17-10 year Storm water 7,361 $ 372194.00 12,150 $ 510,694.00 j #16-Alton ct 10281$ 16,865.00 #15-Rear to Front I I 939 $ 45,862.00 tJ6/18 f 0 $ 4 2453 $ 141,781.00 — 4 1/14 n besets _.._ ._. ... } i . e 34331 $ 199,037.00 ' 34331$ 200,101.00 14-Lincoln Rd RS 323 $ 16,865.00,.... #2 Alton CT 951 $ 6,141,00 • #4 6th St Side walk 53 3,120.00 #3-Alton CT re-surfacing___. . ____. 3851 37,714.00 Ts na co co Sub Totals 36,117 $ 1,720,90%00 69,871: S 3,287,38%00 25 30 Months at 3%per year(0 25%per month).7.5%)-091 27 Months at 3%per year(0 25%per Month=6.75%-090 $ 116,161.00 o . {.._. $ March 922021 July 402023 246 554.00 t .. — Co New CO Escalation 24 Months at 3%per year 6%-091 14,3471 S 747,978.00 42 242 L$ 2,152,147.00; Jan 2023 Jan 2025 .. — . 9,128,00. . .. $ 22 16 months at 3%per year(0.25% per month 15%)_090 $ 11,370.00 _ 1 Jan 2023-July 2023 Total Escalation i27 531.00 ! 375.582.00 S 00 3% &ins $ 3,825.00 — 11 270.00 _ Grand Total $ 131,357.00 1 $ 386,952.00 ' _,.. m X COI • _I 00 Bureau of r Statistics Employment, Hours,and Earnings from the Current Employmen Original Data Value Series Id: CES2000000003 Seasonally Adjusted Series Title: Average hourly earnings of all employees,construction, Super Sector: Construction Industry: Construction NAICS Code: 23 Data Type: AVERAGE HOURLY EARNINGS OF ALL Years: 2011 to 2021 Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2011 25.46 25.44 25.34 25.38 25.35 25.35 25.36 25.46 25.49 25.49 25.44 25.49 2012 25.50 25.55 25.66 25.65 25.69 25.71 25.75 25.77 25.86 25.84 25.95 25.95 '0 2013 25.96 26.03 25.98 26.03 28.04 26.09 26.17 26.19 26.17 26.18 26.25 26.38 or m 2014 26.41 26.76 26.48 26.56 26.61 26.67 26.66 26.73 26.81 26.86 26.92 26.87 -II 2015 27,07 27.12 27.24 27.28 27.32 27.34 27.36 - 27.44 27.35 27.52 27.67 27.62 0 2016 27.66 27.75 27.87 27.97 28.08 28.12 28.20 28.20 28.21 28.42 28.35 28.43 2017 28.53 28.52 28.61 28.61 28.73 28.89 28.95 29.00 29.16 29.12 29.22 29.30 co co 41. 2018 29. 9 29.54 29.49 29.66 29.71 29.78 29.95 30.02 30.19 30.25 30.28 30.46 2019 30.331 30.43 30.50 30.63 30.70 30.74 30.76 30.88 30.89 31.00 31.12 31.16 2020 31.23 31..36, 31,37 31.38 31.50 31.63 31.74 31.82 31.82 31.87 31.97 32.09 2021 32.22 (32.33 \I 3Z. 3 3 _"u. 3 3 nt X _' ! = W -_I 0o Source: Bureau of Labor Statistics Generated on:March 26, 2021(03:36:17 PM) EXHIBIT C 2103 Coral Way,Suite 401, C 111111 Miami,FL 33145 Office:+1(786)497-1500 = -- chen moore and associates June 3, 2021 SENT VIA E-MAIL(SabrinaBaglieriCa@miamibeachfl.gov& JorgeRodriguez@miamibeachfl.gov) Ms.Sabrina Baglieri Jorge L. Rodriguez, P.E. City of Miami Beach—Capital Improvement Projects Office 1700 Convention Center Drive Miami Beach, FL 33139 Re: West Avenue North Review of RMCF Change Order Request dated 4/21/2021—Revised 5/11/2021 CMA Project No.099.006 Dear Ms. Baglieri and Mr. Rodriguez: Chen Moore and Associates(CMA)has prepared this letter as requested by the City of Miami Beach(CMB) Capital Improvement Projects Office (CIP)to summarize our review of the proposed Change Order from Ric-Man Construction Florida (RMCF) for the West Avenue North project, dated April 21, 2021, revised May 11,2021,with storm piping updated May 27,2021. This review compares the budget estimate and time extension Change Order dated November 19, 2020 prepared by RMCF to the submitted Change Order dated April 21, 2021, update May 27, 2021. CMA evaluated the following documents from RMCF pertaining to this comparison: • Budget Estimate Change Order(11/19/20) • 30%Design Submittal (November 2020) • Submitted Change Order(4/21/21, Revised 5/11/21) • 60%Design Submittal(April 2021) • Updated Drainage Pipe Pricing(5/27/21) Below is a table summarizing this comparison. Submitted Change ITEM DESCRIPTION Budget Estimate Order dated 5/11/2021 Difference dated 11/19/2020 (Revised 5/27/21) 1.0 CONSTRUCTION LI Water Quality Construction $ 9,177,000 $ 11,180,539 $ Z003,539 1.2.0 10-Year Storm Piping and Structures&WTS Relocation 1.2.1 10-Year Storm Piping and Structures $ 1,788,000 $ 2,841,157 $ 1,053,157 1.2.2 Option 3AWTS-1671West Ave(Contingency draw) $ 137,500 $ - N/A 1.2.3 Option 3AWTS-1671 West Ave $ 2,827,054 $ - N/A 1.2.4 WTS Relocation $ 2,964,554 $ 3,290,898 $ 326,344 12.0 WTS Relocation and 10-Year Storm Piping Subtotal $ 4,752,554 $ 6,132,055 $ 1,379,501 1.0 CONSTRUCTION TOTAL(pre-escalation) $ 13,929,554 $ 17,312,594 $ 3,383,E 2.0 ESCALATION 2.1 Commodity and Subcontractor Escalation $ - $ 1,486,952 $ 1,486,952 2.2 RMCF Labor Escalation $ - $ 416,765 $ 416,765, ZO Escalation Subtotal $ - $ 1,90.3,717 $ 1,903,717 3.0 GRAND TOTAL(CONSTRUCTION'+ESCALATION) $ 13,929,554 $ 19,216,311 $ 5,286,757 CMA Project No.17-099.006 Page 1 of 5 chenmoore.com Page 1462 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 Office:+1(786)497-1500 then moore and associates The 5/11/21 revisions address CMA and CMB comments from 4/28/21 and addresses other errors by RMCF.RMCF also noted the further developed water quality system design allowed for reductions in rebar and concrete. In reviewing these items, CMA offers the following analysis identifying explanations for the price differences between the budget estimate Change Order (11/19/2020) to the submitted Change Order (5/11/2021). 1.1 Water Quality This cost represents the added water quality wells, consisting of settling tanks, wet wells, pump equipment,stormwater disposal wells,and ancillary equipment. In CMA's review,the additional 21% cost above the budget appears to be a result of multiple factors,including: • Increased cost of 25-horsepower pump materials associated with water quality wells (approximately$59,000 additional per pump and panel) • Increased cost of 60-horsepower pump materials associated with. water quality wells (approximately$450,000 additional per pump and panel) • Increased cost of mechanical piping(approximately$384,000) • Unaccounted for interconnect piping(approximately$275,000) • Unforeseen Utility Relocation/Removal (approximately$208,000) These additional costs are partially offset by well credits, which is indicated in the RMCF detailed breakdown.CMA performed a detailed cost analysis of the submitted change order,which is attached to this letter. CMA researched the FDOT Historical Cost Index and compared the unit prices for 16 items which are representative of the type of work associated with this project, identifying the Annual Statewide Average for 2019 and 2020 and the Current 6-Month Statewide Average (From October 2020 to March 2021).As indicated in the attached table, the median price increase for these representative items is 23%higher compared to 2019 and 14%higher compared to 2020. , The 21% cost increase for the water quality appearsappropriate given the combination of material price increases since the November 2020 budget and the further detailed design which resulted in larger/deeper wells, interconnect piping,and utility relocation/removal. 1.2.1 10-year Storm Piping This cost represents the pipe size increase as a result of now designing for the 10-year storm. Compared to the November 2020 budget amount,the price has increased 58%. CMA did not receive the backup documentation from the original pricing from August 7, 2019. In reviewing the 5/27/21 updated 10-year storm piping pricing, the price appears to accurately represent the upsized piping and structures and applies appropriate credits for the smaller piping and structures. In the attached email correspondence with RMCF, the lower unit price for credit is explained is due to material price increases and additional labor and material associated with the pipe installation. CMA Project No.17-099.006 Page 2 of 5 chenmoore.com Page 1463 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 Office:+1(786)497-1500 • -- ` = then moore and associates CMA has attached our detailed cost analysis for the 10-year Storm Piping. Based on the provided materials, labor, equipment, and markup, the proposed change order price for the 10 Year Storm Piping and Structures appears appropriate. The 58% higher change order price is largely due to the increased price and quantity for the large diameter (72") pipe, accounting for over$1M of added cost. The credit for 72" RCP is almost $100 per linear foot less than the proposed cost and there is over 2,400 linear feet of 72" RCP. 1.2.4 WTS Relocation This cost represents the relocation of the stormwater pump station. In CMA's review, the additional 11%cost above the budget appears to be a result of multiple factors,including: • Using a single 84-inch PCCP stormwater force main as opposed to the 3-48" DIP (approximately$361,000 more) • Custom cast-in-place transition box for pump discharge manifold (approximately $330,000 more) • Custom cast-in-place energy dissipater(approximately$283,000) • Unforeseen utility removal and relocation that was developed during the 60% design (approximately$53,000) • Unanticipated Maintenance of Traffic complications(approximately$60,000 more) These additional costs are partially offset by more cost efficient pump station screening, use of the same pump size and credits associated with relocating the pump station. The 11%cost increase for the pump station relocation appears appropriate given the combination of material price increases since the November 2020 budget and the further detailed design which resulted in custom cast-in-place drainage structures, larger diameter force main, and utility relocation/removal. 2.0 Escalation As discussed during the 4/28/21 meeting with CMB, RMCF, and CMA, RMCF is now including escalation pricing to accommodate anticipated material and labor price increases associated with future market conditions throughout the project schedule—from October 2021 thru January 2025.As the current contract language does not have provisions to account for defined escalation, RMCF is proposing to mitigate that risk by using a 3.6% annual escalation, which is substantiated by the reference of historical Producer Price Indexes(PPI)from the U.S. Bureau of Labor Statistics. CMA further researched this escalation rate to substantiate this amount. Attached is a table comparing the national Consumer Price Index(CPI)dating back to 1997.CMA calculated the monthly and average 3-year change in the CPI as that relates to the estimated construction duration.As shown, the average CPI increase over a 3-year time period is 6.60%.The CPI is a good barometer for the cost of goods and services. Furthermore, CMA utilized the National Construction Inflation Report 2021 (attached) which states the average nonresidential building inflation from 2011-2020 is 3.7%and references the Rider Levitt Bucknall nonresidential building index is up 3.5%from 2019. Therefore,CMA offers no objection to the RMCF 3.6%assigned value for escalation. CMA Project No.17-099.006 Page 3 of 5 chenmoore.com Page 1464 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 -71 Office:+1(786)497-1500 chen moore and associates CMB may either accept RMCF's proposal which estimates the 3.6% annual escalation or offer to modify the contract language to use mutually agreeable defined escalation which results in added risk to CMB if escalation is greater than anticipated,or may result in a credit to CMB,should these indices fall.CMA offers no objection to either approach. Time Extension Request As requested by CMB, CMA also reviewed the proposed time extension request associated with this Change Order Request. RMCF initially estimated a 1,992 day time extension in the November 20, 2020 letter to CMB.The April 21,2021 letter revises this time extension request to 1,961 days. CMA analyzed the summary of additional days submitted by RMCF and verified the duration,as shown in the attached schedule analysis table.CMA notes that the Total Days Requested is equal to the summation of the original contract duration (730 days) and items 1 through 8 subtracted by the original contract duration and the previously approved 30-day extension for Hurricane Irma. The largest extension items include: • Item#2—"Shut down delay#1-12/18/17—12/20/18-Resiliency ULI" of 368 days, • Item#3—"Design&Const. add Jan 2019 CPM Update—CO 3B"of 659 days • Item#5—"Shut Down#2—WTS Relo.And Water Quality-10/31/19-10/28/20"of 364 days • Item #7 — "Design Restart New WTS/Water Quality/Complete Design 1/16/21-9/30/21" of 252 days Item #8 is the "Construction Impacts due to Water Quality Additions" which is shown as 150 days. The RMCF submitted schedule shows a total of 235 days for the water quality improvements. The baseline schedule prepared by RMCF and uploaded to e-Builder on 8/7/17 indicates 16 days for Item C3-1070 which includes pollution control, correlating to the previous water quality device. Therefore, the additional 150 days here appears appropriate for the additional of multiple secant pile pump assisted wells. In consideration of the above analysis,the RMCF proposed additional 1,961 days for the time extension appears appropriate given the delineated delays and additional design and construction efforts associated with this project. Conclusions CMA has reviewed the provided documentation pertaining to this Change Order Request and analyzed the submitted prices. As described in this letter, CMA offers no objections to the proposed pricing by RMCF.The price changes are consistent with the market conditions and reflect the updates to the plan design since the initial November 2020 change order budget. The added escalation rate is consistent with historical escalation values.As previously discussed with CMB, CMA notes that this escalation amount can either be incorporated as a known value or can be a formula based on market indicators which can vary throughout the duration of the project construction. CMA Project No. 17-099.006 Page 4 of 5 chenmoore.com Page 1465 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 Office:+1(786)497-1500 .. chen moore and associates Should you have any questions, please do not hesitate to contact me at my office at+1 (786) 497-1500, Ext. 1087, my cell phone at +1 (305) 338-7451 or send me an electronic message at pkaimrajh@chenmoore.com. Respectfully submitted, Patrick D. Kaimrajh, P.E. Senior Engineer PDK Cc: Jose L.Acosta, P.E., F.ASCE,Chen Moore and Associates(CMA) Jose B. McCray,CMA Attachments: CMA Detailed Cost Comparison for Water Quality, 10-year Storm, &Pump Station RMCF Updated Pricing CMA Schedule Analysis CMA Analysis of FDOT Historical Cost Index&Consumer Price Index National Construction Inflation Report 2021 CMA Project No.17-099.006 Page 5 of 5 chenmoore.com Page 1466 of 1884 EXHIBIT C C ill aDate: 6/1/2021 Projects: 17.099006 then moore and associates West Avenue North Water Quality Labor Total Hem any Unit Subcontractor Material Equipment Cost - -----. MH Rate Total Cy :� Difference New Total Calculated Total' Difference General Conditions General Conditions 1 LS $ 426,230.00 600.00-5 208,27500 $ 208,278.00 $ 3.00 $ 7200000 $ 706,505.00 $ 706,508.00 5 3.00 Settlement Tank(30')(for 15'Wet Wells) TEMPLATE Excavate and Haul 170 CO $ 835.00 140.00$ 47.64 $ 6,670.00 $ 6,669.60 $ (0.40)$ 9,110.00 5 16.615.00 5 16,614.60 $ (0.40) Concrete Template 115 C $ 16,00200 151.67 5 47.64 5 7,226.00 $ 7,225.56 $ (0.441$ 9271.00 5 33.179.00 $ 33.178.56 $ (0.44) Forms(sonotube) 120 EA 5 7,790.00 840.00 5 47.66 $ 40019.00 $ 40,017.60 5 (1.40)$ 54,660.00 S 102,469.00 $ 102.467.60 $ (1.40) Forms(exterior) 5 EA 5 6,433.00 14000$ 47.64 5 6,67000 5 6,659-60 $ (0.40)5 9,110.00 5 22,213.00 $ 22,212.60 S (0.40) Blocking 1 IS 35.00$ 47.63 $ 1.667.00 $ 1,667.05 $ 0.05 $ 2,277.00 $ 3,944.00 $ 3,944.05 5 0.05 Survey 1 LS $ 9,750.00 S - S - $ 9,750.00 5 9,750.00 5 - Concrete Pump 1 LS 5 3,574.00 $ - $ - 5 3,576.00 5 3,574.00 5 - Haul Old Template Debris 1 1 5 5 6,722.00 70.00 5 47.64 $ 3,335.00 $ 3,334.80 5 (0.20)$ 4,555.00 5 14,612.00 5 14,611.80 5 10.20) DRILL AND PLACE GROUT Drill and Place Grout 3600.00 J 4.94 0 160,359.00 $ 160,344.00 5 (15.00)$ 415360.00 $ 575,51900 5 575,504.00 $ (15.00) Grout $ 116,59500 5 - S - $ 116,595.00 5 116,595.00 5 - Reber 119400 L8 S 35,910.00 $ 17,63636 5 - $ - $ 93,546.36 $ 93,546.36 5 - Spoils Disposal . 750 C $ 0.454.00 $ - S - $ 8,454.00 $ 8854.00 $ - ConuetePump 750 C S 10,721.00 .. 5 - S • $ 10,721.00 5 10,721.00 $ - MASS EXCAVATION AND TREMAE Excavation 740 Cf 400.00 k1 .00 RAMC 5 17,674.00 5 17,676.00 5 2.00 5 22,775 5 40.449.00 5 40,451.00 5 2.00 Excavation(last 4') 110 C173-34$4118 S 7,65900 5 7,658.16 5 (0.841 5 9,871.00 5 17,530.00 5 17.529.16 5 10.84) Octan Sides 5 LS 120.00{C.QUI $ 530200 $ 5301.60 5 (0.40)5 6,83200 5 12,134.0D $ 12,133.60 5 10.40) Tremie Pour 125 C 5 16,09300 260.00$4613$ 11,44000 5 11.486.80 $ 11.20)5 1430400 5 43,14500 5 43,143.80 1 (120) Tremie Rebar/Bottom Slab 10000 LB $ 2.992.50 $ 5,336.63 5 - 5 - 5 8.319.13 5 8,329.13 $ - Dewaterand Seal 5 LS 200.00,,S.4L18 S 8,838.00 $ 8,838.00 S - $ 11.387.00 5 20,225.00 5 20,22500 $ - leveling Course 50 C 5 6,701.00 198.33 5 47.65 $ 9,450.00 5 9,450.42 5 0.42 $ 12,9(1400 5 29,055.W 5 19.055.42 5 0.42 Tucking 1 LS S 9582.00 $ - $ - 5 9.582.00 $ 9.58200 5 • Tremie Pump and Leveling Course 1 LS $ 3,216.00 $ - S - 5 3,216.00 $ 3316.00 S - Polytubeinjection Seal 1 IS 5 8,935.00 5 - $ - 5 8.935.00 5 8935.00 5 - Wel Weil 010133'(15'Dla) TEMPLATE Excavate end Haul 170 C 5 815.00 14000 5 4734 5 667000 5 6,669.60 5 (0A0)5 9.11800 5 16,615.00 5 16.614.60 5 (0.40) Concrete Template 115 C $ 16, .08 151.67 S 47.64 5 7,226.00 5 7,22556 5 (0.441 S 9,87100 S 33,17900 5 33,17856 5 (0.44) Forms(sonotube) 120 EA $ 7,79000 840011 5 47.64 S 46019.00 5 40.017.60 5 (1.401$ 54360.00 5 102,469.00 5 102,467.60 5 (1.40) Forms(exterior) 5 FA 5 6,433.00 140.00 5 4734 5 6,67000 5 5,669.50 $ (0.40)5 9,110.00 $ 22,213.00 5 22.212.60 5 (0.40) Blocking S 15 3500$ 47.63 5 1,66700 5 1,66705 5 0.05 $ 2,277.00 5 3,944.00 $ 3,944.05 $ 0.05 Survey 1 15 S 9,750.00 5 - $ - 5 9.750.00 5 9.750.00 $ - Gonuete Pump 1 15 5 3,574.00 S - S - 5 3,574.00 5 3,574.00 5 - Hau101dTemplateDebris 1 LS $ 6,722.00 70.00$ 47.64 5 3.33500 5 3,334.80 5 (0.201 5 4555.00 5 14,612.00 5 14,611.80 5 (020) DRILL AND PLACE GROUT Drill and Place Grout 120 EA 4760.00$.400 5 212,03100 $ 212,010.40 5 (20.601 5 544935.00 5 760,966.00 S 760,945.40 $ (10.601 Grout 810 C $ 135.72500 $ $ - 5 135,725.00 $ 135.725.00 5 - Reber 113400 08 5 34.190.00 5 60.987.00 5 - 5 - 5 95.177.00 5 95,177.00 5 - Spoils Disposal 750 C $ 9.394,00 5 - S - $ 9,394.00 $ 9,394.00 $ - Concrete Pump 810 C $ 10.721.00 S - S - 5 - $ 10,721.00 $ 10.721.00 $ - MOSS EXCAVATION ANO GENRE Excavation 810 C 372.00 N'•.4218 $ 16,437.W 5 16,43868 5 1.68 $ 21,181.00 $ 37,618.00 5 37,619.68 5 1.69 C Excavation(last 8') 235 370.31 8.4(211 5 1636200 $ 16,36030 5 (1.70)5 21085.00 $ 37,447.00 5 37,445.30 5 (1.701 Clean Sides 5 LS 148.66 3-41131$ 6,480.00 $ 6,479.44 5 (0.56)5 8.349.00 $ 14,829.00 $ 14,828.44 5 (0561 Tremie Pour 125 C 5 19.363.00 197.92 S 44.38'5 8,74500 5 8,744.11 $ (0291 5 11.269.00 5 39,377.00 5 39,376.11 5 (0.891 Tremie Rebar/Bottom Slab 28000 LB $ 3,024.00 5 5393.00 5 - $ - 5 8,417.00 5 8,417.00 $ 2800tnr and Seal 1 LS 17334$:44.231 5 7,659.00 5 7,658.16 S (0.84)5 9,871.00 5 17,530.00 S 17,529.16 5 (0.84) Leveling Course 35 C 5 4,691.00 116.67$47.64 5 5,558.00 5 5558.16 5 0.16 5 7.593.00 $ 17,842.00 $ 17.842.16 5 0.16 Trucking 1 LS $ 9582.00 $ - 5 - 5 • S 9,582.00 5 9,582.00 5 • Tremie Pump and Leveling Course 1 LS $ 3,216.00 _ 5 - $ - 5 3,216.00 $ 3,216.00 $ - Polytube Injection Seal 1 LS 1 835000 5 - $ - $ 8350.00 5 8.350.00 5 - Meclranid Work Bale Skimmer 5 EA 5 53500.90 100.00.1.5 4.654.00 $ 4,86400 5 - 5 5,05000 5 64.214.00 5 64.21400 $ - 25 HP Flygt pump 5 EA S 693,997.00 600006.66 9 27,99600 5 27,996.03 5 - 5 79,250.00 5 751.243.00 S 751,243.00 5 - 22'DIP Discharge 550 IF 5 17,770.00 14666 5 7,133.00 $ 7,133.54 5 0.54 5 6.579.00 5 33.482.00 $ 33,482.54 5 0.54 12•[heck Valve 5 FA 5 31.82800 4500 $ 2,18900 $ 2.188.80 S 10.20)5 2632.00 0 36.649.00 5 36,648.80 5 10.20) NBG Sets Flanges 100 EA $ 46.331.01 309.00 $ 14.59200 $ 1439200 $ - $ 17.55000 5 78,473.00 S 78,473.00 5 - 24'2 12'Cross w/Cap 5 EA 5 11,140.00 4000 5 1946.00 5 1,946.00 5 • $ 2,340.00 $ 15,426.00 $ 15.426.00 $ - 24'Weil 500 L 5 315.090.90 2 9.005.90 2500 5 131700 5 1.217.00 S - 5 3,46200 S 386.774.00 S 386,774.00 5 - 36's 78'0520 Hatch&Frame 5 EA 25.00 $ 1,217.03 5 1,216.00 5 (1.00)5 1,46200 $ 2.67900 5 2.678.00 5 (1.00) 56'0 GO'HS 20 Hath&Frame 5 EA 26.00 5 1.21700 $ 1,216.00 $ (1.001$ 1,46200 5 2679.00 5 2,678.00 5 (1.001 56.8112'HS 20 Hatch&Frame 5 EA 40,00 $ 1.946.00 $ 1.94600 5 - 5 2340.00 5 4.286.00 5 4,28600 5 - 11'•8',8',7'Vault 5 FA _ $ 48.150.03 250.00 $ 12.16000 5 12,160.00 $ - $ 14,625.00 $ 74.935.00 5 74,935.00 $ - Concrete Cover(15'Dia.) 5 EA 5 56,17531) 6000 5 291800 $ 2,917.80 $ (0.20)5 3510.00 5 62.60300 $ 62,602.80 S 10.201 Platfonn(8.44 NAVIN 5 EA $ 4600000 3000 5 1.45990 $ 1,458.90 $ 10.10)$ 1.755.00 $ 43.214.00 S 43,213.90 $ 10.10) Landscaping Screening 5 L5 5 37.50000 5 - $ - S - 5 37,500.00 5 37,500.00 $ - Grout/Seal/Coatings 5 LS $ 26.750.00 22500 $ 10,944.00 $ 10,944.00 5 - $ 13,162.00 5 50,856.00 $ 50,856.00 $ - Startup/Commissioning S EA 5 1.605.00 5000 5 2.432.00 $ 2432.00 $ - $ 1925.00 $ 6362.00 $ 6,962.00 $ - Warranty Allowance 1 LS 5 10,700.00 100. $ 4.864.90 $ 4.864.00 $ • 5 5.850.00 $ 21,414.00 $ 21,414,00 $ - 24"Well Credit 1 IS $ (201,25100) 5 - $ - S (201,251.00)5 (201,251.00)5 Elecbital/1&C Control Panels w/Floats S FA $ 170.090.l 0 5 - $ • $ - $ 170,000.00 $ 170,000.00 $ - Ductbank-evil 1650 16 5 26,322.00 222700$ 4667 5 103936.00 5 103.934.09 $ (1.91)5 108.589.00 S 238,847.00 5 238,845.09 5 (1.91) Settelment Tank Drill 30' Template Exacevale and Haul 98 C 8400 S 47.64 5 4002.00 5 4,001.76 $ (0.24)$ 5,46600 $ 9,468.00 5 9.467.76 5 (0.24) Concrete Template 78 C $ 1337500 98.00$ 47.64 $ 4,669.00 $ 4,668.72 5 (0.28)$ 6,377.00 5 24,421.00 $ 24.420.72 5 (0.28) Forms)Sonotube) 64 EA 5 4,109.00 448.00$ 47.64 $ 21.344.00 $ 21,342.72 5 (1.28)$ 29,152.00 5 54,605.00 $ 54,603.72 $ (1.28) Forms(Exterior) 2 EA 5 9.350.00 5600 pp$.�47.64 5 2.668.00 5 2,667.84 $ (0.16)$ 3,64420 5 11,662.00 5 11,661.84 S (0.16) Blocking 2 EA 5 1,07000 42.03 .411 5 2.00100 $ 1.764.00 $ 1237.001$ 2.733.00 $ 5,804.00 5 5,567.00 $ 1237.00) Survey 2 EA $ 7.800.00 $ - $ - $ 7,800.00_5 7,800.03 $ - Condole Pomp 2 EA 5 2,333.00 S - $ • $ - 5 2.333.00 $ 2,333.00 5 - Haul Old Template Debris 2 EA $ 80000 21.00$47.62 5 1,01000 $ 1000.02 $ 0.02 $ 1,366.00 5 3.166.00 5 3.166.02 $ 0.02 od0 and Place Grout Drill and Place Grout 64 EA 1917.00$"4454 5 85,39200 5 85,383.18 $ (7.82)$ 221,073.00 5 306,46400 $ 306,456.18 $ (7.82) Grout 384 C 5 59.57800 5 - 5 - 5 59,578.00 $ 59,57800 5 - Reber 67200 L8 5 34,361.00 5 36,046.00 5 - $ - $ 70,407.00 $ 70,407.00 i$ - Page 1467 of 1884 pp S M k F g I o s-s 11 c 9^ a a q S: m 6 t g a a a Q C C HUE E i 3�'gg 5i35,Bq 8 a § a a A P P8 g' 3 l's g't g2 -c Ct- gC g o 3 m w . 9n 'E.3.SFf x 3 3.,04 .'-'',^N. R.,^.p,i fl E S 3,0"-.1= 12 B , C '0§ FoAt, g$ m s n gr; gi � ro.�?m .1,1; $' 3 fP'V nrio I a a9 -F62.2' 5sy Ra .,an555 "g 1l1 2 •'3 :°Ei c' E gig w 1 0. vs'-3"-' gay nv F3 l � gg�C= 3. 3D '$3z $ ma $' - 9� X a 0& g1 a is E_ 8 VAg@izE�,`==�a11 ?WO gymg _, 8' ; -!p - s a �o _ - g `i 3 S-2 & m 3p " S„g=g"g 3 3 s 3 a 3p d/ 3 C F 22 g i 3 4 R v $$ R 1 al o a - rsPmw d g s i3. Q > OU E .4 a 1 3 S e m c) F G gGQGG P 6R GP GRGGCRV"Sg;;9G1"RCCSR RGGQRGQVQQ QQGQR FGGP^W';QQ ;;GQCGQPQ2 Q2 rr r 8 p H, 6 -pp pG Y W .," 'N'G SS P C fib"SL r% x t mPE E $$ 88 8 8 88 8 888 8 888 88 88 8 88 PA 8 g o gg dmP my w m 88 8 8 0 E•888 8 8 888 88 8888888 8 8 88 8 8888 8 8 88 o N "s§gg€ N Esti vi stEngROgggp g : 88 ' " PIM MP :VS'g Ca g8 8 88888 9 g8s8 8$88$$888888888 88 8g8 8 8 8885$ 88 :888 a.w 4,-;4., v. n.s. in u v.n $ MI 11w111"1� stot� : lid€ PCM NN $ N ¢ s NNgNP£PRPBRRBT$P&» TN r.v.»� a .,. NNNH.HC Prr m 1+e"v.n :m 5WW N u y. l,.N N Wri i a =IgE EIR '�IeW1� ;, ig €� PE . g; ; s co 99 8 88888 8 898s 888888888888898 88 8888 8 8 8888 88 8888 �P y0�t - ----- -- -- --------------------- ---------- n,N»,,.- -.,.,,.�.-NNS ---N»»NH-H -- I1 ' E8ERE s , Egg€ EE w£EPWOE^RgE tg5E . . r gEEEE , EW RPEE litl� 8 888$8 8 ' $858 $ 88$88$$$888'8 $'8 ttt8 ' 8 w - k$Nt'� $'8 »Oa �8 .� - ,,.�, »v �r 5v. �n,.n ..,.,...— ... --.;. N» ..»� ",. 00 m N ra NNr, r...,�C��N. Gym . "5 98 9 8888s 8 8888 888888888888888 99 8888 8 8 8888g 28 8888 45 Jt o G N$#" % G P m N o ".. 6 N m C W N 11P 1C o'"9°"' N r m m W::8 W& a a":g W W '"'"8'. N w^e w . SEG E ^mwwR g $W NE'8MEgEEPtEE tt�e..gPPaE Ev4zgENF,PE EEseE, ggggEWWE t'Srbg iEEE EE Baa 8 88888 ' 8 88 888888888888888888888 8888898888 88888 89888898 888888999989 PP EE o rw'w- % Gs YN" "G 'N o"Y, At3mN m� -X8Pg „0:4 In V gr4 $m O- wR �E M WAP �a i��W g. --- Emi shlE Ex �� " NDN ggs�rq �� EMI g "s � kNw� G W� 8 88888 ' 8 88 8880888888888888888" 88$88 8888 88888 2888s$8r 88$$'88~88: 88 g5t4g$P; 40 ' nEat10 Az - _ , --- . . -,._ - 88828898 •r,..i. 8 8g 8 m _ 880 8 " ag$� - Lagyg EXHIBIT C cma05053hinalect0 176066 then moose and associates West Avenue North Drainage Pipe&Structures Analysis • 3145 7011 Ren 07 5,711 500 4004 43.404 a4S747 7055 Mil Raga 7044 134106.30474em 1505101610+51.44 TAW 1313ee= robr 6.4616.65 PIM 1114158 Gy124.RCP 36 AI $ 1786400 100.61 OA 5 4,44101 S 9,34506 1 006 5 slat=5 35,416.00 5 30.699 4 4 S 184 $ 101 $ 100.99 5 10.011 1 S 16600 5 1.2103 6 1 100 6.44 93 151099 04.000571416 1 0 $ 3200 262 6 1420"5 119.99 5 (0211 5 11400 5 60500 5 56699 0...,..0...0...,..6., 6 07 666 a6 $ 11 1s4 5 159 5 6500 8 000 5 3100 5 306.00 5 20103 5 0.00 407304.4 31.013 56 u 5 41,61000. 4607 5 4766$ 110120 0 11,67205 s (6.111 5 101109 5 349100$ 4380066 5 10.4) lams.., 14.60 IT 15 5 2111107 2514 5 4705 5 115400 S 11.4.66 5 (091),5 1045000 5 41.59300 5 00.09106 0 10341 060tp,4a7 26.80 196 4 S 6149900 40.11 9 4304 5 41119 S 6.14816 3 10441 S 514100 S 23.07960 5 25076.66 5 (441, 400 5565 64.30 YS 4 1 29.61100 11614 6 4765 5 158449 5 15,43.22 0 (076(5 46.9 S 59.001.60 0 5946124 S 00.1j 35.meso 24.50 MB if 6 5206993 60203 5 4705$ 278610 5 17.65051$ 11661 5 14,6119 1 108519 5100638 5 1346) ]6.10 m 6 9 66] 9 15 264 94 .60 5 4705 1 ,441 1 .44034 0 (086)S 11649 1 92,3399 1 915431 5 10651 156 Sam le 56 661 15 5 179500 107.4 3 4786$ 44519 5 4,4636 $ 2.41 6 1172600 5 4259 S 426142 S 243 116061 06.4. 24.130 14 4 $ 763.00 16$ 466 5 432103 5 41724 5 (0.561 5 50000 S 16,6100 5 15.650.4 5 (046) 46058 la 21.00 510 06 5 461593 4000 6 4786 5 169100 5 14000.0 S 10.461 5 444359 5 60.6519 5 8205040 36.40 5 48759 1620 5 405 6 5451093 5 5,60551 5 (015),5 4934%5 314300 S 6611235 0.60 5 0,64493 4472 S 4205 5 6069 5 444.04 5 054 S 561500 1 5576100 5 565304 11.60 372 57 0 1652139 4734 5 4766 5 6,11000 5 421156 5 (142 11 41409 5 106.947.00 5 106945.58 5 (1551 r749r 546034 M86400541 01.60 616 4 5 4787593 54534 S 4705 5 619319 1 25663.72 S (1101 1 22.672.133 S 941169 S 9431170 5 (1301 46.60 16 II 5 166969 10350 1 4706 1 6.4100 0 63.195.41 5 (2551 5 47.069 3 1672169 5 267,4465 s 4351 60-RCP 495 2 S 19,469 6.260 5 4766$ 31.0519 5 340669 5 (146(5 226199 5 419)47.9 S 219,45.60 5 (1.40) a1 R. 0. 4 5 116509 540 S 4766 1 16959 5 3497. 5 (612),5 1550701 5 19,449 1 3935756 5 119) . tit.1055..366 41 66060 351.5 1•RCP 0 04 5 283500 424 5 4766 5 1.5609 s 1,56698 5 (091 5 56793 5 569.% 5 5.6604 5 1001) 0.50 333 \5 5 717769 217.63 5 4786$ 20.7119 5 103712.12 s (a.051,5 9.0039 5 94969 $ 56.95527 1 (0..) 56.60 40 6 5 2113550 127125 5 540159 $ 64,60171 S (0.)5 74669 5 19721493 5 197.31171 5 (0131 $4Woa914s1 359 0 0 48x09 162.10 $ 6,9500 5 1.0431 $ (6.65),5 106749 5 4.729 6 16.7161 5 (069) 06034701 66 4 5 752319 660 5 1,079 $ 181700 5 0.04 1 769 5 35,73959 S 3519503 0 061 0,5065636 36 650 634 4 64030 le au 44 U 5 151.9 1154 6 6919 5 264.4 0 100,5 61019 3 351600$ 44,557 ( 1 S 0.61 10.00 6 I5 0 301149 4454 S 38359 5 5815.44 5 (0.55(3 5.4)00 S 41.149 S 4145734 5 (0361 0.60 194 4 5 612.019 2434.66 I 14.5609 5 6457510 5 14.501 6 10121400 5 597669 5 101,870.10 5 14.51 79.04024 24-RC).. 66s Li 5 5 - 1115751431 5 116.6033j5 • 5 5 172360]5 (310.901 5 • 602 if 5 5 • 79.91,5 X61676090 5 5 5 • i11u6.171 5 0635'$ 102-RCP 330 if S 5 • 161.506151 5 302.50515,S - 79 RCP Nn LI S S • 1121.561 Sl'5 ,10,497.131$ 054056561 STAULTIl45 00444314' 45. 67 50 $ 234.699 $ 1657769 169/76/0 (7201 1446229 5272509_ 51,05060 5 4.301 645635'14' > 181 5 2366-9 4619 5 4109 15129$ 6101 116109 116939 010540 (0.301 w5ve 84f 15.-80' {A 131..00 8 13600 1 14,0!9 9 11460 5 060 11019 6 12 34,4. 39 0$669.40$5 060 1 4 $ 10 6 1,709 5 16869 4.65920 5 (09) 4.039 656019 6.50120 5 (091 _6L1,��OI 6'41'4•17. 21 5 3124080 46600 5 76/6660 55.0980 S )1201 0,64160 317,5679 24,66.60 5 (423 ]146.47'.4' 6 .5 483100 70.93 5 4]029 15201.10 5 020 34,91100 1056300 14661.72 5 060 Suwon W 4 4 5 6,7359 3609 3 1155100 1755560 5 10.01 16.959.00 101109 622479 5 100: 18340044 Credit PA Catch 56. 15 EA 5 5 • (76.136.191 5 141426191 5 545,0 tern Bash 4 6 S 319,60 011 5 1 )3 151 5 - .741m64sn 5 5 • (1175441 5 (1154421961(5 (.690(0 e497 1 4 5 5 - 161311 5 11552411)S - A/C1I04547, 4 5 5 - 1135.940.1]1 5 (55.916211$ 1.5 9.7707a(7Bain 4 5 5 11440911 3 151,000971 5 - inlet LA 5 171/5/91 5 152,65091 mil 01110 1 6 5 573 S 471 5 - Manhole 4 5 S - le.e4531 5 l35.576561$ • R44 Ta4e 5 36046419 61150 S 108610 9 949660 5 6716992}56036 069$ *34 946906404 Tomb. 5 • 5 2679,5519 66236 5 1936010 5.64ffi37 S 6726559 5-18 1$ 15417152 06144 a .671166 5101 'Sm.. , .952 elan S3aY .+346,0 6001 Auk. 3.6.64scaanc• 5 86464401_5 5 154,60.50 A4060.M6100404 1 4021169 5 161.4740 10LA01 aww• 3 lox 1.4017yam. 5 24617.16 3454..&04,440 $ 023116 T9u 5 2841.12030 •04*C154010d 0,46 en 010 W54!060a4 Page 1469 of 1884 EXHIBIT C cmuidll .., . Rgee.: 17.0.105 West Avenue North Pump StatlonAnaMl1 I.Oor Tml rtan M UM 5.000200209. 22021 tglp..M Cast- -. - Cakatlated Mu 44 MY Tot, 026.5.4 M TCW 3.101443 faW Maw. Ounp Ica 140146.01 PupS�o0 T O 15 S S00.00 $ 152300.20 S tint.366604434320ed421n 6 S S 02 5 1442 170154.10.1.5411 IS S 674,46532' /7 4 - $ 4362/61 S 17., 432 $310665.7.4 1.34401/005446376030306 TVI 330 If S 4.200 - 432003 443000 00300 606 I EA $ 1020020 12.00043 1400000 5420143050103111841 a0Are. 1 LS S 152003036.046 kn.. I LS S 5Lm. 33.03 50.115.6740. 3603 Sr S 100030 10,00020 14020.6 1766717661 I 19 5 5,02030 503000 520146 11233.1eo1501 43;77 3M640.1 1 15 3 1.23000 5 50000 1 433 S 1560560 5 1460400 S 13!36,46 19,69000 355046 0749.66061 1101190e..461 1 LS 5 960..5 24.00 5 44 3 11.699.20 5 12641.$ Pm1 S 12,10020 2473220 1,252..$ Inne en.,900491e1 715707451011 161159 5 243160 14.926. 24,926.42 4.704.01114..0630 Some 446 74404120 1010 Sr 5 567502$ 1260 5 491 3 574.46$ 42644 5 Por 5 •64430 21.73600 00,26630 3 Pmt Mm I.51,1 WMI4, 2071735 Sc.w.536. 1 CS 6 7.50100 5 3430000 S mom V'we 5 14.519.00 5 95.01510$ Weax35 11,26000 65,533.00 64015.20$ (17120 1e1604 51.06.21Ill 40064 133707.3204..01 S11000 1.00. 5 272.47603$ 1,200.00 5 4169 5 564400 5 56.46. 5 1505100 11,294 0604 35142260.2020unlunler 420 U s 14,700.00 1010031 153.33 1 LS 5 1715.3 11,60030 172600.00 14320n1. I,21erdan 60430 SILO a -5 170,03030 5 23,1503 5 172000 3 6033 5 2,96630$ 6491220 1 AO 542,915.. 1012554 331361.5 MR 4340.5.cN0en14d36p sect. .0 CY 5 1,65500 5 .10.02 2 2015 4 5 1.,60. 0 3063400 5 26.00 11,54203 31224 LONA Perimeter 374 TOM 5 11,136.00 5 15030$ USA$ 576100 S 4742.10 5 5331.. 33.. 30,229.4 O 464.0.1 1 LS $ 16! 0 ..76 5 2 5 154100 5 14512.00 1 41/0115 464.. 11120 551...$ . 15533 7,0,3• 11.Re..Sax 420 0 5 120®.00 5 654.5 2046$5 4136 30,0170 5 50611.10 3 ILO S 1155705 I..1A.. 110131.10 f )LXf 546 200 4 0 2,70000$ 14503$ 4®$$ ),01420 S x06.91 .0/5 7,1.20 16,99220 1499191 �^ 061743 S-L.a4.e M CT S 20ID02 5 50002$ um$ Isaacs S 1,605.03 5 13.36. 1527220 51,37900 '1 305117.1.1. 40 ion 5 11.67020 5 1020 413 5 ]524.00 j 6,76 -=s 6.33146 21,)4.4 2024.49 '54,�q,�1 0.6131. 5 LS S 14)7430 5 11661 $ Call.5 6,.2.06 {69655 2!21.00 15.)100 2511020 Prp 1735 566 3.5 14941.50 0300 t LS. 5 1 190000011 • ,1400006 119000.]01 S66W4Mmw0pM.3C1 2 5 5 3.5.110 S 310..5 140 S 66311 S 1566100 5 11.653.10 3 Pit S 544 12.114. 14431420$ 6t4p Npl.00s. 11 CT 5 156300 5 422342 5 2000$ 446 5 1475900 5 1431130 3 21 5 2171500 121355. 111 .20 5 66 . 561341 N CT 5 2,7403 5 24.1 4.63 S 731046 ,. f 944* 601 5 6.365. 1445700' .3 1431651 3 one 0.6402033 l LS 5 63230 S 5042_5 25510 5 253542 3 1.1230 1632100 104142 2.116641. 2.136.0 34 450 LI S 27,9446 42.6 2,9 S 411350 S 643 5 0625$ 37 $3 69.494 . .6 15219.00 .2425 3 323 CY 5 63730 5 2112 S 1134900 5 110351 j $4 5 1416600 11991.00 71.91114 3 .1054 040 . 44.39160 01.00 3 1 55 44 4 3.18.05 235015 f P+W 3 1420 CO 47 9. 7,520. 5.15 IP= 1244943 Ire.01 4 U 5 1100020 $ '10.6.001 5 130,000301, , B..Meetly Vern 1.0654 261.20 7470201 4 Si 5 320 3 659,5 3.96320 6 496610 j 692q 6 1.73130$ 5,7220 5 5,25430 5 .13.1 1.634.4.7.441 6m.7ran 24207136.1 1715 4341.20ne7.g41 1 010 SY 5 9.93020 30$ 9,930 S 9,9330 lo3d9ndl0 1110 17 5 56304 5 13100 1110116.11$ 6.1400 S 6,733.92 5 006 5 556120 3 19,0 . 100 S 140 .92$ ELM 77421 3110 ST 5 4935000 5 40,6S0 CO S 49,650.00 00.0.6.d 5216.. 1 LS 5 125 $0003 12504 3 1250002 70•1107. 37.00 5 1315200 5 ,51.511.,S II S.001 05f 1066 5 575.543136 5 1.11.4246 5 9,4.27 5 42,910.S 15499230 4 S 4106600 5 1991,221.2 5 2.99234125 496 C262444rose 5 91,4136 5 11314146 5 94557 5 446999%5 4927276 S 418660 5 1,99211156 5 1995.7.12 .00 -$2576 -5205,76 .907442114 .30020,74 $ 034437 los 1910 Markup S 211,920 ual.5l 09e41101 S 437.13 Toru $ 1290E506 U%64467000M14510 S 43,61457 46 AMUM3my S 11,0153 • 1.406 Bond 10.u1rAa• S .30063 Torr S 1.291.2$.6 •0406913ed 51.4 m 99131 pr...d d.M. Page 1470 of 1884 EXHIBIT C Patrick Kaimrajh From: Michael Fischer <mfischer@ric-manfl.com> Sent: Thursday, May 27,2021 1:25 PM To: Patrick Kaimrajh;Tyson DiPetrillo Cc: Jose Acosta;Jose McCray; Nick Karpathy; Rafael Vega Subject: RE:West Ave North and South - 10-year Storm Pricing Breakdown Review Attachments: CMA Documentation Package-West Ave.pdf CAUTION:External email. Patrick We reviewed your comments and offer the following revisions to our submission for your review. We cross checked the spread sheets for the 090/091 Drainage piping and structures and found a formula problem resulting in a variation in the final amounts for each section. 090 Submitted $1,012,454.90 Revised $ 987,187.63 091 Submitted $2,801,335.36 Revised $ 2,841,157.40 With respect to the piping credits— see attached work sheets ( as a representative example) on the 72" RCP from inception through CO 3B and up to current pricing. As you can see the Rinker pricing of RCP has increased $125/LF representing 70% of the total delta between the credit offered and new pricing in today's dollars ( $ 180.15). The balance of the increase is due to added quantity for dewatering consumables, aggregate, sand and other backfill materials for the 10-year storm elevation changes. This example demonstrates why there is a variance between credits and adds for the same diameter pipe and is typical for all sizes. The credits are provided based on value at time of bid and/or CO 3B execution — see this in the HCSS estimating software sheets attached. Page 1471 of 1884 EXHIBIT C As to the variances in labor rate on certain items. This is driven by crew make-up and ratio of operators, foreman and laborers, skilled and unskilled depending on our assessment of difficulty of the install. The fluctuation is typical. Please see attachments and revisions to the spread sheets accordingly and contact me if you need any additional information. Mike Michael R. Fischer, COO. CORA& I E'CONIRAFL,IO. RIC-MAN Construction Florida, Inc. 3100 SW 15th Street,Deerfield Beach,F133442 Office:(954)426-12211 Fax: (954)426-1226 Cell: (703) 732-7717 www,ric-manfl.com NIFischer@Ric-manFL.com From: Patrick Kaimrajh <PKaimrajh@chenmoore.com> Sent:Wednesday,May 26, 2021 5:04 PM To: Michael Fischer<mfischer@ric-manfl.com>;Tyson DiPetrillo<tdipetrillo@Ric-ManFL.com> Cc:Jose Acosta<jacosta@chenmoore.com>;Jose McCray<jmccray@chenmoore.com>; Nick Karpathy <nkarpathy@chenmoore.com> Subject:West Ave North and South-10-year Storm Pricing Breakdown Review . Good afternoon Mike and Tyson, We are reviewing the detailed cost breakdowns and noted some discrepancies for the 10-year storm pipe pricing. Please see the attached PDF markups and CMA check spreadsheets. I see the minor changes in labor rates and rounding for some of the pricing, but I have concerns on the resulting unit price for the pipe credits and discrepancies between the summation of Labor/Materials/Equipment and the 10% markups. Can you please review and let me know if I'm missing something?Please feel free to call me if you'd like to go over so we can incorporate the appropriate response in our review letter. Page 1472 of 1884 EXHIBIT C The other detailed breakdowns for water quality and the pump station appear to make sense, it's just these 10-year piping numbers that might be incorrect. Thanks, CHEN MOORE AND ASSOCIATES iV Patrick D. Kaimrajh, P.E. re SENIOR ENGINEER 2103 Coral Way,Suite 401 Miami, FL 33145 pkaimrajhchenmoore.com Office+1 (786)497-1500,x1087 wir_chenmoore.com Cell +1 (305)338-7451 Civil Engineering I Landscape Architecture I Transportation I Planning • Page 1473 of 1884 EXHIBIT C Credit Justification snr7:o:t 72"RCP-Example Material Analysis Base bid&CO 3B Credit qty Unit Base Bid CO 30 Total Unit Price Notes 72"RCP 370 LF $ 49,152.00 $ 20,642.00 $ 68,886.60 $ 186.18 This is only the cost of the RCP Additional Material 370 LF $ 3,667.00 $ 23,104.00 $ 27,679.00 $ 74.81 This Indudes Aggregates,Sand and Dewatering Material $ 96,565.60 $ 260.99 Uncoln Rd.New CO Qty Unit New CO Total Unit Price Notes 72"RCP 370 LF $ 115,488.00 $ 115,206.90 $ 311.37 i This Is only the cost of the RCP Additional Material 370 IF $ 47,731.00 $ 48,013.00 $ 129.76 This Includes Aggregates,Sand and Dewatering $ 163,219.90 $ 441. Material quantity increase due to Invert elevation variances from 5 year to 10 year drainage study •_$180.15/LF RCP Material• $125.19/LF Other Material• 54.96/LF EXHIBIT C Ric-Man Construction Florida,Inc. 05/27/2021 11:04 05012021 West Ave.091 N-Drainage Complete 60% Activity Unit Price Summary Biditem Calendar Penn Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shift Labor Material Matl/E=p Meet Contract Total **• 380 38 Lincoln Road Takeoff: 1.00 LS Bid: 1.00 LS 380.30 72"RCP 370.00 LF F6319A 50 10.00 23,218 161,474 1,745 20,510 206,947 Mh: 493.34 Shifts: 6.2 Mh/Un: 1.3334 Un/Sh: 60.0065 62.75 436.42 4.72 55.43 559.32 Biditem/Category 380 23,218 161,474 1,745 20,510 206,947 Mh: 493.34 Mb/Un: 493.3400 23,217.70 161,473.91 1,745.10 20,510.15 206,946.86 Mb: 49334 ***REPORT TOTALS*** 23,218 Q.67,474 1,745 20,510 206,947 N =Activity not adjusted to bid quantity 1/71 $163,219 • Page 1475 of 1884 EXHIBIT C , R c-Mar.•Construction Florida,Inc. 05/27/2021 11:10 2016-091-K-1 West Ave 091 North Deduct Activity Unit Pries Summary Biditem Calendar Perm Coustr EANp- Sub- Activity Description Quantity Unit WC Hre/Sbl t Labor Material Matl/Exp Ment Contract Total ••• 320 32 72"Drainage Pipe Takeoff: 1.00 LS Bid: 1.00 LS 320.1 72"Drainage Pipe 264.00 LF F6306A 50 10.00 14,542 52,819 2,070 14,633 9,504 93,568 Mh: 352.00 Shifts: 4.4 Mh/Un: 1.3333 Un/Sh: 60.0000 55.08 200.07 7.84 55.43 36.00 354.42 Biditem/Category 320 14,542 52,819 2,070 14,633 9,504 93,568 Mh: 352.00 Mb/Un: 352.0000 14,541.79 52,818.59 2,070.00 14,633.48 9,504.00 93,567.86 Mb: 352.00 ***REPORT TOTALS*** 14,54252,819 2,070 14,633 9,504 93,568 N =Activity not adjusted to bid quantity $54,889 Page 1476 of 1884 EXHIBIT C Riv-Man Construction Florida,Inc. 05/27/2021 11:19 06222018-CO West Ave 091 North Model[I-CO Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sob- Activity Description Quantity Unit WC Brs/Shift Labor Material Matl/Exp Ment Contract Total ••* 320 32 72"Drainage Pipe Takeoff: 1.00 LS Bid: 1.00 LS 3201 72"Drainage Pipe(Addition 106.00 LF F6306A 50 10.00 13,533 29.136 831 11,750 55,249 Mh: 282.66 Shifts: 3.5 Mb/Un: 2.6666 Un/Sh: 30.0028 127.67 274.87 7.84 110.85 521.22 320.5 Dewatering(Addition Model II 106.00 LF F6306A 50 10.00 260 13,780 122 14,163 Mh: 5.30 Shifts: 0.1 Mh/Un: 0.0500 Un/Sh: 1,000.0000 2.46 130.00 1.15 133.61 Bldltem/Category 320 13,793 42,916 831 11,872 69,412 Mb: 287.96 Mh/Un: 287.9600 13,793.10 42,916.01 830.70 11,872.35 69,412.16 Mb: 287.96 ***REPORT TOTALS*** 13,793 4297-6-------131 11,872 69,412 N -Activity not adjusted to bid quantity $43,747 Page 1477 of 1884 1 EXHIBIT C Concrete Pipe Division Quotation 0021089225 Revision no. 1 SELLER: Hydro Conduit Corporation d/b/a Rinker Materials Concrete Pipe Division Date: 12/20/2016 Sales Office: Florida Offer expires: 02/20/2017 Sales Employee: JOHNNY SANCHEZ Terms of Sale: 1% 15th pro;net 16th 13100 NW 118 AVE Delivery Terms: Delivered MIAMI, FL 33178 Customer Job#: 786-393-8809 305-557-3086(fax) Prepared for: 0003017106 Ship To: 0003017106 RIC-MAN INTERNATIONAL INC RIC-MAN INTERNATIONAL INC 1545 NW 27 AVE WEST AVE KB90 AND KB91 MIAMI BEACH POMPANO BEACH FL 33069-1501 MIAMI BEACH FL 33141 USA USA Bill To: 0003017106 RIC-MAN INTERNATIONAL INC 1545 NW 27 AVE POMPANO BEACH FL 33069-1501 USA Project Name:WEST AVE KB90 AND KB91 MIAMI BEACH THE PRICES STATED HEREIN ARE BASED ON RINKER'S STANDARD TERMS AND CONDrrIONS,WHICH SHALL CONTROL AND TAKE PRECEDENCE OVER ANY TERMS AND CONDITIONS TO THE CONTRARY IN ANY PURCHASE ORDER OR OTHER DOCUMENT.TO REVIEW A COPY OF THE STANDARD TERMS&CONDMONS.PLEASE VISIT WEBSITE:www++nlrnpip.rtlea Transmittal Message: ATIN:ESTIMATING This quotation is presented without review of the plans and specifications for this project.Products quoted are specified to only meet ASTM C-76 or ASTM C-507 and FDOT Standard Specifications for Road and Bridge Construction.Any required deviation from ASTM C-76 or ASTM C-507 and FDOT Standard Specifications for Road and Bridge Construction after review of plans and specifications will require re-quoting and void this quotation. LUBRICANT IS$11.00 A PAIL AS NEEDED PRODUCT SHIPPED AFTER 1 YEAR FROM DATE OF THIS QUOTATION MAY BE SUBJECT TO A 10%PRICE INCREASE EACH YEAR FORWARD FROM DATE OF THIS QUOTATION. Item QTY Material Description Price Per UOM Total 10 1,408.000 FT 1211959 24x8'CL3 PF RCP 23.08 1 FT 32,496.64 20 32.000 FT 1211985 36x8'CL3 PF RCP 47.44 1 FT 1,518.08 30 5,888.000 FT 1184266 48x8'CU PF RCP 72.45 1 FT 426,585.60 40 584.000 FT 1184270 60x8'CL3 PF RCP 120.87 1 FT 70,588.08 50 240.000 FT 1211964 24x8'CL3 PF SLOTTED RCP 33.74 1 FT 8,097.60 60 264.000 FT 1181468 72x8'CL3 OR RCP 174.00 J 1 FT 45,936.00 70 53 PAI 1185430 9SA-2(8LB)SUB-AQUEOUS LUBRICANT 11.00 1 PAI 583.00 $174.00 x 0.07 (Tax) = $186.18 / LF Entered by:IUANSNC Page 1478 of 1884 Document date:12/202016 1 / 2 EXHIBIT C wirdwr Quotation Page#1/2 MATERIALS A AUSANNTr COMPANY Quote#QUO-441534-M4B5W0 Date 04/01/2021 Account Name RIC MAN CONSTRUCTION Reply-To FL INC Quote C QUO-441534-M4B5W0 Contact Name Rafael Vega Account Manager Sofia Ponce Revision# 4 Contact Phone (954)426-1221 Address 13100 NW 118th Avenue,Miami, FL 33178 Project Name West Ave KB90 and KB91 Contact Fax (954)426-1226 Phone 305-822-8191 Project d 602657 Contact Email RVega@Ric-Manfl.com Fax 305-557-3086 Project Address Miami Beath,FL 33141 EmsIl Sofia.Ponce@Rinkerpipe.com Rinker I6frWs'offer to ustl the products described In Iles quotation Is ewes*cendtlonud upon Buyer's rant to the Riniker Materiel.'Standard Tame end Conditions Minkel itYbrtdo STC.")vlewable at witijithattfikelfim.A maid tax exemption certificate must be issued to Rinker Materials or sales tax will be added Item# Description Part# Quantity Unit Extended Unit Total Unit Price 10 24x8'CL3 PF RCP 1211959 5952.00 FT $34.64 $206,177.28 20 36x8'CL3 PF RCP 1211985 200.00 FT $70.19 $14,038.00 30 484'CL3 PF RCP 1184266 2664.00 FT $114.86 $305,987.04 40 60x8'CU PF RCP 1184270 2208.00 FT $183.23 $404,571.84 60 172x8'CL3 OR RCP _ ' - 1181468 2224.00 FT LL $291.71 $648,763.04 70 #SA-2 SUB-AQUEOUS LUBE 8LB 1185430 632.00 EA 11.00 $6,952.00 90 84x8'CU OR RCP 1576838 384.00 FT $433.01 $166,275.84 100 96x8'CL3 C76 OR RCP 1293898 264.00 FT $569.75 $150,414.00 130 30x8'CU PF RCP 1211973 208.00 FT $51.96 $10,807.68 140 7'x 7'Precast Box Culvert/10.10ton/PC 1294437 450.00 FT $525.00 $236,250.00 150 48"x 24'ci 3 WYE OR T 1585872 5.00 EA $4,020.10 $20,100.50 160 SCORE HOLE-PER INCH OF DIAMETER- Notes for Quote: 1585872 1.00 EA $7.50 $7.50 EXPOSED STEEL/WILL MAKE AS UNIFORM AS POSSIBLE/UPON REVIEW AND APPROVAL. Total $2,170,344.72 (fax not cluded) Net Total $2,170,344.72 1.Ends are skewed w/exposed box culvert reinforcement steel. Boxes have 2'steel 2'-4'earth cover. Price Includes delivery to site,in-joint sealant and primer. $291 .00 x 0.07 (Tax) = 3,1 1 .37 / LF Price does not include unloading,joint wrap or walls of any kind. Boxes meet FOOT Index 400-289&292. Boxes are 61ong weighing 10.1tons/pc. Box design and line drawings shall be approved. Any deviation from quoted design will require new pricing. Design quoted assumes moderately aggressive soil. Individual boxes in the box culvert run that are shorter than 6'are priced as though they are 6'long. Mastic gaskets are included in the price of the box pieces. Any strapping or bands will be the responsibility of others and is not included. Offloading boxes at the job site is not included and will be the responsibility of others. A 4 point lifting system utilizing four 8 ton ring clutches(by others)is required to lift Rinker Materials box culverts. Joints are soil tight. Box culvert orders are non-cancellable,non-returnable and non-refundable. Pricing includes delivery based on full truck load quantities as near to the point of use as our trucks can move under their own power. PROUDUCT PRICES ARE BASED ON ORDER ACKNOWLEDGEMENT WITH SHIPPING TO BE COMPLETED BY 12/31/23. Page 1479 of 1884 EXHIBIT C coa r�R.ac.. Le�..La.....n9.a'J West Avenue North•091 PIik tlr.hrap RRm&fMtMes 311012021 I.in J.(1 Ilan QI. I'7* 000011117911.4 99.1,0101 3.211 1175(9m331 9e.1-1.) 0011191 10111 01. 0411 M01 00o 8ro1 Dr.3N.1e Pipe • 138041.C.an 79•RCP 101 LF 1 ' 1! 01191 700.10 5 1.11 40 I n 01 S 5.)4100 1 , 1.00 f 71.4 10 An 1n4r All 15174:R02. 00010 1474110 LF S 1.641.1 1 1'01 5 (VI CO91 5 26010 S 721110 3 2.11110 All rMm.lrchcla come)w0. 044(1 ofOwl 4 CV t 17400 2 47 5 II 11 I 1191.0 f 10:.(0 1 740.1) 1 79.6, 0)17888m1re04.0anrt09761A 144+-0(007 B CF S .12.09 1!1 f 49•1 1 0700 5 11,0 5 NA 91 I 90561 A0040VI701001ROMA 0X'1 V OCP IRA 1000 ® I.1 S 21.826*®®®®-5 1110)00_5 41.101 d All rnypyl 0100 cnpmpal,V - 140!Coen 24-RCP 107 LI' R _11!09 14114 5 17% 5 029110 OP 3 1011000 1 44,19342 5 11,19.00 43(710011,01660 4une01 .4, I4otage 15'.2 24.RCP 096 IF 5 11490.10 1105 f 4.11 1 0.14400 5 !JO A2 1 ..0210 f 21079 00 011.4004.10,010-91*.2419.2944'4 1144011940 V"RCP 125 OF S (9021.00 1.8000 1 4010 5 1!,43404 1 11.04!00 1 94021 41 1 1427:(4) All nuAs110e1<O.Vnesp*m4 IVR Terror 28"RCP 545 LI 1 4109991 292 1 47110 5 1•!101.61 5 11.511(11 1 10.401.61 1 114.!4(00 A0m4o61r011001(m7n Ancens Hr err 117 IF S 0011!.00 1046 1 41.10 1 11041 e0 5 11.511800 6 91.011,010 1 91,620.11 All m.mi11 rants omen owing IMR 9101,0 _, 2910CP II) IP 1 21.016.09 10,)4 1 4,10 5 14.49100 5 17.7110 1 91_0300 1 '4.101 00 All&Wou1,a6c04wm1*4.407 1.4U01w 400414 01"RCP 141 II 1 0,41.00 4097 5 1"2" 5 41•(16 1 1,6190: 5 1160100 5 11.00191 All 00004(1)407594.01r0 10404 Pmt 24"RCP 11 1 Li 5 21.91!10 140 1 4776 1 114109 1 19112.06 I 00051.00 1 00.711 00 A110009010.14.00,100ers pion& 36-RCP Ill Lf 5 007.611101 1102 5 42016 S 9110.00 5 1045000 1 13.:4100 5 15.114100 All 1008011rc00ca00m•w 14A041 9•0CP 190 LI 5 10,01506 ((101. 1 4105 4 611400 1 169400 5 0515100 5 52.(0111 A117o4401Ir91R1V 4000[450500 12'RCP 170 I! 5 101319% 49414 5 4706 5!1.:11-00 f 2171000 1 1(021:.00 5 90.947.00 III 10150.(role[.nnom pick, RAW 1101101.RA o E.RA1 29"RCPJ Met R 910 16 5 42.92.00 5 4 11 5:1,5401 1::0012* 1 05.119.00 1 04.0000 All V NCT 911 IF 5 lie.949.Wl 4 4 4"le 5 21,29300 4 471 10 2000 $ 117110. 1 259/40N4o 01 A1114l,71 •1me &nen p 90-10("P 402 IF t IM:4111 .90 3 1 1710 3 1111101 5 27,414.90 1 21024"09 5 014.1477n8,540•4101Ro400,7070304.4 11-err 299 IF 1 1/0141/0 38274 1 47041 5 17009!1) 5 14917,91 1 19/11000 5 10.41100 All macnalal09cumm pi-, d 5.rkoe 4\1101.9 IJU04 RA.1 2916CP 10 LF 1 291300 1124 5 1.11 5 1,10500 1 1,13'001 5 4.199.00 5 1 900 90 All 744(7)4 ref bas 70000 40.00'5 111 II S1 900 1.7 0.01 1 4 k 1 16.:11.4V S 1 9891906.919 1 .14.051(0 An 00001, 617 (1[1 [2004600105' RCP 2 10 5 x 00 49 121104 5 41110 01.41 1 9415400 5 0.19 4 (0"_114. f 797,474m41a141reMOlvnmlpl4 ln Maul 4641ORA 130 Cl 1 4.940.62 102.0 1 15,15 1 3,02400 1 100140 5 21.19000 1 01.01942 An 7011n4lnote cmrnt p667 10..4111,0 401 1.0 1 01.17193 11.9 1 4720 5 1.01700 5 185.00 4 ..'9106 5 11.70100 An nuom01r711701.1.m1 11,11 W.Aioear WU W R1.10141010.0 21.RCP 224 IF 5 :3.:390920 14 1 4100 1 •.x191 S 6:0191 5 al 1 10,0 17( An num.nikncur aar L0.20,L07 CO-RCP 91 Il5 162.(.(0 1124 1 4 0 5 1,5.1442 1 !.1!101 4 41�1010r f .1 All mak.01)1440 c4n7409 1• ,0 1r ure 1126 10 S 11204100 241475 10 l i 5111,4100)5Ill,214A 11.312'911% 11!02•,90201 An nue.reflect curro.007 p(0000 '' ro.Infer Capon:One Pd ACn..Pr 00 6)1 •. 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P9e('1100(0451X01[Rd3C(l 0.01 -- _.. " HP41 ado coos.aloe 040 0001.101 11 IA ., P.0 EnhE 01-0180(Bac Rd ern 5.111 '" 1 '. roe 11510 Ca04i 100.BOSC65.01 4 . Rip 1.10140 renew.001,01610151.01 .w 0.... _ roc 1'16192 C oma EuseMae 81)&CO 1.00 1 ' 7 777 Pee 1.18180 6161Culma1(Ree 0dk 0214.00 .7 • IOpe Lb.Cmen(R0e 81)&CO 001.0, 1 •... 0.Pqr LldOr CneAv 1944 ni6RN(.lir 6 2119,64.00 11999 5 945.965.00 5172.53900 1 4114.403.01 5 1.1.40,151 01 1.00651100.94.M..5 ma .4 154.620.10 101%91)RRAInn4 f 40.11119 005 1 VOL 1.17.40 Page 1480 of 1884 EXHIBIT C • C 111 Date: 6/3/2021 Project#: 17-099.006 chen moore and associates West Avenue North-091 Contract Start Date: 7/31/2017 Time Extension Request Analysis Substantial Completion: 1/13/2025 RMCF CMA RMCF No. Description Totals Calculated Schedule (Days) Totals*(Days) Totals (Days) Original Contract Duration 730 730 - 1 Previous CO-Hurricane Irma- 30 30 - 2 Shut down delay#1-12/18/17-12/20/18-Resiliency ULI 368 368 - 3 Design and Construction add.January 2019 CPM Update-CO 3B 659 659 - 4 10-Year Roadway/drainage changes-8/3/19-10/30/19 89 89 - 5 Shut Down#2-WTS Relo.and Water Quality-10/21/19-10/28/20 364 364 - 6 Change order Design negotiation 10/28/20-1/15/21 79 79 - 7 Design Restart New WTS/Water Quality/Complete Design 1/16/21-9/30/21 252 252 - 8 Construction Impacts due to Water Quality additions 150 _ 150 - Total Contract Days 2721 2721 2723 Total Requested Days 1961 1961 - Page 1481 of 1884 EXHIBIT C West Ave Change Order Pricing Research FDOT Item Average Unit Cost Comparison FfI == cnen"wan and assactaces FDOT 2019 FDOT 2020 Current 6 Month Annual Annual Statewide %$ FDOT Pay Item Description Units A %$A Statewide Statewide Average(Oct 2020 from 2019 from 2020 Average Average Mar 2021) 0160-4 Type B Stabilization SY $ 3.79 $ 5.09 $ 7.30 93% 43% 0285706 Optional Base Group 06 SY $ 15.47 $ 23.76 $ 27.05 75% 14% 0334113 SuperPave Asphalt(Traffic C) TN $ 94.93 $ 98.16 $ 91.20 -4% -7% 0400011 Con Class NS,Gravity Wall CY $ 627.07 $ 587.32 $ 784.88 25% 34% 0415 16 Reinf Steel-Miscellaneous LB $ 1.34 $ 1.79 $ 4.00 199% 123% 0425 1354 Inlets,Curb,Type P-5,<10' EA $4,993.87 $5,082.59 $ 5,858.53 17% 15% 0425 2 61 Manholes,P-8,<10' EA $4,270.80 $4,304.78 $ 4,855.92 14% 13% 0430175118 Pipe Culv,Opt Matl,Round,18" LF $ 66.55 $ 78.38 $ 94.25 42% 20% 0430175124 Pipe Culv,Opt Matl,Round,24" LF $ 77.63 $ 92.03 $ 107.55 39% 17% 0430175130 Pipe Culv,Opt Matl,Round,30" LF $ 105.29 $ 112.08 $ 127.28 21% 14% 0430175136 Pipe Culv,Opt Matl,Round,36" LF $ 128.33 $ 136.64 $ 142.86 11% 5% 0430175142 Pipe Culv,Opt Matl,Round,42" LF $ 160.76 $ 158.78 $ 181.29 13% 14% 0430175148 Pipe Culv,Opt Matl,Round,48" LF $ 216.87 $ 191.72 $ 190.07 -12% -1% 0430175154 Pipe Culv,Opt Matl,Round,54" LF $ 264.94 $ 428.92 $ 479.66 81% 12% 0430175160 Pipe Culv,Opt Matl,Round,60" LF $ 341.80 $ 352.52 $ 439.36 29% 25% 0520110 Concrete Curb&Gutter,Type F LF $ 23.72 $ 24.84 $ 26.57 12% 7% Median 23% 14% May 2021 Page 1482 of 1884 EXHIBIT C Historical Consumer Price Index Comparison/or Escalation West Avenue ffi SL 511 1041 163/1 M81 is. mm 2.3911 WI ' Wa Wa Il6 IVa WI %PI 682 411 2010 35191 35862 6.13% 21111 511 15619 156.19 41613 153.10 51413 35910 3.11513 33991 566% 110 S6.45% 360.2 1E 60 51 59 IDH 3316. 11611 3166 1 ]S 736 SS W®' 6614 3657 new 134- 63.111 i.e"25116 /M. 25111 883...15.78.448.4411aMS LS. 2018 347.87 6%% 3.1 99 -6016 31955 150.55 51 35159 SAM 3.59% 153.01 351.1 61315 351.04 6.192 6123 82313 231.11 S.% 101 /1M .1116 18 .1.116 1120 M. 311E 1% 86M 3R WM UM 01111 111{".619 >u' M. US MO 3911 11113 196 69.11 1St 3415 13693 lose 333.11 113% 33916 319. 360.33 3.164 16061 1554 61.23 10391 6111 118 1616 111 M12 LIM U. 3216 UP 2.61 5'11 611118 ux 26/1 ;� MS is :vr im1 36,31 1161% 6950 106 WM 1611 2014 3391 32115 21183 1%4 336.15 16. 3161 213.74 I56714. n 263m/1. 2111 mal m7 ms MSS Lia. M. 713% m® m1 1116 13115 1116 5695 as IIIA 951 MI6 11.1716m1 3011 226.61 2152 231. 7.292 329.39 28413 230.09 7902 22922 24613 339.48 6.36. 329.10 6.1913 116 6615 6311 1.152 231.31 313: 64213 xzszo 6.11111 229.59 10114 nu 12322 a3a 13131 -a%% LMl aac 111511. 161 23131 315% m.W Sia mass WM.' 2166 1101..:1683 11354"366 11011 66m lb% I116 2010 31669 7.6% 21n1 166. 316.1 4.604 16.1 110% 21918 4.6% 1111116 5.172 1011 211]1 mu mea UM 31311 5.159: =a 51111 215.® 1111 inn 50 caw 529 .37 1211 Mb »n'.11115 2]11 6555 38211 1.14.51 I.mf 1006 311650 1 10.13 214/11 103991 316 16 15 6 10% 319.% 36 2 55% 311 108% 31651 ems 2110 7.5013 6011 6863 21583 10.2. 919 8646 'ill 26150 654 1511 1125 111 >p10926 /1283 5831 /1390 51/61 a>a mus 1391 wass Las. CCL Kum ma 116 7,27.1 1006 39130 9616 191.6 IS. 19910 UM 201.30 9.1613 10150 10.3511 11.30 1.0.43% 6350 10661 2036 91116 201113 93014 6160 93. 1085 IMO 745 ma 7411 Hes .t6i UMW Na t/1A.ala nue 136 ma 991 tab 0811 Ia. ala. 651 SAe: ma 2818 1111 Isom ins. tan 1134 MI 11510 5.31 16620 3.964 13110 53616 Ilam 61. 16.10 616 169.2 6.3. 16.40 6.10 13950 3.666 190.2 1.10. 161% 6'. 183. . IM0 2111• 90' 31120 6 me, 163 -3.516' IMO GOA 168 nue'631 1811%' 2.417 3aa' Sas ..18150 151 11/1 511 36,E WM 1001 17.10 1.211 IMO 618% 1791 1166 179.90 3.6% 11.10 M. 7.971 393 161' 8811 SM8 Ls. 1/123'22.11. imp 1101 Inn it.2 .12107.202 17350 1750 mar In. 139% 1118 LIDS IM1 UaoLlo1II11 277.E 2.032 MI 168AD 6.10. 1610 6.613 131.1 74012 121.10 6961 111.1 1.164 172.1 185% 172.80 7.66% 17210 36655 173.70 3.353 17400 1.6 1601 1640 313% 172.6 7164 I� 6420. ASO. 1/11 ILM 166 l6/1 966 toy • t/1A ta/1 '1110 MAO 163 16183 46190 16120 1631 1110 1.1 11.1 162.60 0.02 15100 163.90 11.00 35 19) 19}1: 2810 31 11010 15530 29150 .110 611 '.2. ' 1651 1190 1810 1wn69 1103 • Page 1483 011884 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Construction Inflation Analysis for NATIONAL DATA 5-20-2021 Prepared by: Edward R Zarenski Construction Analytics This Construction Analytics 2021 Construction Inflation Report is meant to accompany the complete Construction Analytics 2021 Construction Economic Forecast PREFACE The level of construction activity has a direct influence on labor and material demand and margins and therefore on construction inflation. Only twice in 50 years have we experienced construction cost deflation,2009 and 2010. That was at a time when business volume was down 33% and jobs were down 30%. In 2020,volume dropped 8% from February to May and we gained half that back by December. Jobs dropped 14%, 1,000,000+jobs, in two months! Now volume is still down 4%and jobs are down 2%from Feb peak. We gained back 850,000 jobs. But also, we gained back more jobs than volume. That means it now takes more jobs to put-in-pace volume of work. That increases inflation. Typically,when work volume decreases,the bidding environment gets more competitive. We can always expect some margin decline when there are fewer nonresidential projects to bid on,which usually results in sharper pencils(lower bids). However, if materials shortages develop or productivity declines,that could cause inflation to increase. We can expect cost increases due to material prices, labor cost, lost productivity,project time extensions or potential overtime to meet a fixed end-date. But 30 years of data shows rarely has there been any substantial increase in inflation when construction spending is headed down. Downward pressure on spending will temper cost inflation. COST INDICES General construction cost indices and Input price indices that do not track whole building final cost do not capture the full cost of inflation on construction projects. Selling Price is whole building actual final cost. Selling price indices track the final cost of construction, which includes, in addition to costs of labor and materials and sales/use taxes, general contractor and sub-contractor margins or overhead and profit. Page 1484 of 1884 EDZARENSKI.COM 1 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 When construction activity is increasing,total construction costs typically increase more rapidly than the net cost of labor and materials. In active markets overhead and profit margins increase in response to increased demand. These costs are captured only in Selling Price, or final cost indices. Consumer Price Index (CPI),tracks changes in the prices paid by consumers for a representative basket of goods and services, including food, transportation, medical care, apparel,recreation, housing. This index in not related at all to construction and should not be used to adjust construction pricing. Producer Price Index(PP1) for Construction Inputs is an example of a commonly referenced construction cost index that does not represent whole building costs. Engineering News Record Building Cost Index(ENRBCI) and RSMeans Cost Index are examples of commonly used indices that do not capture whole building cost. Construction Analytics Building Cost Index,Turner Building Cost Index,Rider Levett Bucknall Cost Index and Mortenson Cost Index are all examples of whole building cost indices that measure final selling price(for nonresidential buildings only). HISTORY Post Great Recession,2011-2020, average nonresidential buildings inflation is 3.7%. In 2020 it dropped to 2.4%, but for the six years 2014-2019 it averaged 4.4%. Residential cost inflation for 2020 reached 5.4%. It has averaged over 5%for the last 8 years. The 30-year average inflation rate for nonresidential buildings is 3.5% and for residential it's 4%. • Long-term construction cost inflation is normally about double consumer price index(CPI). • Average Iong-term(30 years)nonresidential construction cost inflation is 3.5%. • Average tong-term nonres buildings inflation excluding 2009-2010 recession years is 4.0%. • In times of rapid construction spending growth, nonresidential construction annual inflation averages about 8%. Residential has gone as high as 10%. • Nonresidential buildings inflation has average 3.7% since the recession bottom in 2011. Six year 2014-2019 average is 4.4%. • Residential buildings inflation reached a post-recession high of 8.0%in 2013 but dropped to 3.5% in 2015. It has averaged 5.2%for 8 years 2013-2020. • Although inflation is affected by labor and material costs,a large part of the change in inflation is due to change in contractors/supplier margins. • When construction volume increases rapidly, margins increase rapidly. Nonresidential buildings inflation, after hitting 5.3% in 2018 and 4.8% in 2019,fell to 2.4% in 2020, lower than the 4.5% average for the previous four years. Nonresidential buildings spending has not kept up with inflation since 2016. Spending needs to grow at a minimum of inflation, otherwise volume is declining. Volume has declined 7% since 2016. Nonbuilding Infrastructure inflation,from 2013 to 2017 averaged less than 1%,but then jumped to 5% in 2018 and 2019. 2020 inflation fell to 2.5%. Spending dropped-5% in 2017 and that has kept volume flat for the past 5 years. Volume has declined-2% since 2015. Page 1485 of 1884 EDZARENSKI.COM 2 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Residential construction inflation in 2019 was only 3.4%. However,the average inflation for six years from 2013 to 2018 was 5.5%. It peaked at 8% in 2013 but dropped to 4.3% in 2018 and only 3.4% in 2019. Residential construction volume dropped-5.5% in 2019,the largest volume decline in 10 years. Then volume increased 6.4% in 2020. Producer Price Index(PPI)Material Inputs (which exclude labor) to new construction increased +4% in 2018 after a downward trend from+5% in 2011 led to decreased cost of-3% in 2015,the only negative cost for inputs in the past 20 years. Input costs to nonresidential structures in 2017-2018 average+4.3%, the highest in seven years. Infrastructure and industrial inputs were the highest, near 5%. 2020 PERFORMANCE Even though material input costs were up for 2020, nonresidential inflation in 2020 remained low, probably influenced by a reduction in margins due to the decline in new nonresidential buildings construction starts (-22%),which is a decline in new work to bid on. A 22%drop in new nonresidential buildings starts within one year equals a loss of$100 billion of work that would have occurred over the next 2-4 years.Nonbuilding starts were down 13%, equivalent to a loss of$45 billion in new work that would likely have been spread over 2-5 years. Residential increased starts in 2020 that added about$45 billion in new spending. Nonresidential buildings inflation for 2020 dropped to 2.4%,the first time in 7 years below 4%. Spending fell only 2.0% but after accounting for inflation,volume decreased-4.4%. Nonbuilding Infrastructure inflation for 2020 dropped to 2.5% after two years at 5%.Average public infrastructure inflation since 2011 is only 2.8%/yr.2020 spending increased 2.8%.After accounting for inflation,volume increased 0.3%. Residential inflation averaged 5.4% for 2020. Remarkably, spending increased 12.2% and 2020 volume was up 6.4%. Volume=spending minus inflation. Residential business volume dropped 12% from the January 2020 peak to the May bottom,but has since recovered 22%and now stands at a post Great Recession high, 10%above one year ago. Nonresidential business volume dropped 5% from the February 2020 peak,but that's not the bottom. Volume has since dropped II out of 12 months and in now down 12% from the January 2020 peak. CURRENT INPUTS The U.S. Census Single-Family house New Construction Index is up 7%from March 2020 to March 2021. The rate of growth in this index is increasing,up 3.5% for the last 3 months. https://www.census.gov/construction/nrs/pdf/price uc.pdf Page 1486 of 1884 EDZARENSKI.COM 3 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 For the year 2020, Residential Building Materials Inputs are up 6.2%. See PPI charts. By far, sharply higher lumber prices have added more than any other input to the price of an average new single-family home. https://www.census.gov/construction/nrs/pdf/price uc.pdf Although residential spending remains near this high level for the next year,volume after inflation begins to drop by midyear. For the year 2020,Residential building materials inputs are up 6.7%. See PPI charts. Sharply higher lumber prices added to inflation. Residential inflation averaged 5.4%for 2020. The 2020 year-end Producer Price Index tables published by AGC https://www.agc.org/sites/default/files/PPI%20Tables%20202012.pdf shows input costs to nonresidential buildings up about 3.5%to 4.5%for 2020,but final costs of contractors and buildings is up only 1%to 2%. This could be an indication that, although input costs are up, final costs are depressed due to lower margins, the effect of fewer projects to bid on creating a tighter new work available environment,which generally leads to a more competitive bidding environment. This could reverse in 2021 as the volume of work to bid on in most markets begins to increase. As of March 2021,PPI for materials inputs to construction is up 12% to 14% yoy,measured to last March before the bottom dropped out. The PPI Buildings Cost Index for final cost to owner is up only 2%. Construction inflation is very different right now for subcontractors vs general contractor/CM. https://www.agc.org/learn/constructi on-data The Turner Construction Cost Index for 2020 is up 1.84%from 2019. Q1 2021 is up 0.1% from Q4 2020 but down-1.5%from Q1 2020. http://turnerconstruction.com/cost-index The Rider Levitt Bucknall nonresidential buildings index average index for 2020 is up 3.5% from the average 2019 index. The current Q1 2021 index is up 1% from Q4 2020 and up 1.8%from Q1 2020. https://www.rlb.com/americas/insight/rlb-construction-cost-report-north-america-q 1-2021/ R.S.Means quarterly cost index of some materials for the 4th quarter 2020 compared to Q1 2020: Ready-Mix Concrete-1.8%,Brick+10%, Steel Items -1%to -5%, Framing Lumber+32%,Plywood +8%,Roof Membrane+5%, Insulating Glass +12%, Drywall+3%, Metal Studs+23%, Plumbing Pipe and Fixtures+1%, Sheet Metal+20%. PPI cost index of some materials for April 2021 compared to April 2020: Ready-Mix Concrete+2%, Brick and Block+4.2%, Steel Pipe and Tube+24%,Fabricated Structural Metal+8.3% Lumber and Plywood+85%,Glass+4%, Drywall+12%, Sheet Metal+12% Copper and Brass Mill Shapes+49%, Aluminum Mill Shapes+20%,#2 Diesel Fuel+126%. Page 1487 of 1884 EDZARENSKI.COM 4 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Steel Prices at mill in the U.S. are up 60%to 100% in the last 6 months. All prices are 50%to 75% higher than Feb 2020. http://steelbenchmarker.com/files/history.pdf. This is mill price of steel which is about 25% of the price of steel installed. What affect might a steel cost increase have on a building project? It will affect the cost of structural shapes, steel joists, reinforcing steel, metal deck, stairs and rails,metal panels,metal ceilings,wall studs, door frames, canopies, steel duct, steel pipe and conduit, pumps,electrical cabinets and furniture,and I'm sure more. Assuming a typical structural steel building with some metal panel exterior, steel pan stairs, metal deck floors, steel doors and frames and steel studs in walls,then all steel material installed represents about 14%to 16% of total building cost. Structural Steel only, installed, is about 9%to 10% of total building cost,but applies to only 60%market share being steel buildings. The other 6% of total steel cost applies to all buildings. https://www.thefabricator.com/thefabricator/blog/metalsmaterials/steel-prices-reach-levels- not-seen-since-2008 At these prices, if fully passed down to the owner, this adds about 1.5%-2% to building cost inflation. With demand in decline for nonresidential buildings,I would expect to see some or all these material price increases recede throughout 2021. FUTURE FORECAST Almost every construction market has a weaker spending outlook in 2021 than in 2020,because approximately 50%of spending in 2021 is generated from 2020 starts, and 2020 nonresidential starts range down 10%to 25%, several markets down 40%.Nonresidential buildings starts fell 22%in 2020, but will increase 4%in 2021.Nonbuilding starts were down 15%,but will increase 10%in 2021. Residential starts were up 6% in 2020 and will increase 10% in 2021. Volume drops another 5% in 2021, all nonresidential, and then another 3% in 2022. Constant $ = Spending minus inflation =Volume Construction Spending by Sector Spending Annual Rate in CONSTANT 2019$($bil) 640 600 560 Residential 520 480 440 Nonresidential 400 Buildings 360 ! t^ 320 •/ J 280 �lonbuildin 240 infcastwrture 2D0 ..... ..... .... .... . ... .,...,..... .. ., ..... ..... . .. .... ednrynki.com Page 1488 of 1884 EDZARENSKI.COM 5 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Many projects under construction had been halted for some period of time and many experienced at least short-term disruption. The delays may add either several weeks to perhaps a month or two to the overall schedule, in which case, not only does labor cost go up but also management cost goes up, or it could add overtime costs to meet a fixed end-date. Some of these project costs have yet to occur as most would be expected to add onto the end of the project. Some projects that were put on hold (nonresidential buildings starts in 2020 dropped 24%)just prior to bidding in 2020 may now re-enter the bidding environment. The rate at which these projects come back on-line could impact the bidding environment. If several months-worth of projects that delayed bidding last year all come onto the market at once, or even in a more compressed time span than normal,the market could be flooded with work and bidding contractors have more choice, can bid more projects than normal and could potentially raise margins in some bids. This would have an inflationary effect. Even with 4% growth in new starts,that comes after a 22%drop in 2020, so remains still 18%below 2019. Total volume of work is declining and new projects available out to bid is still depressed, so pressure on margins still exists. I expect non-residential buildings inflation in 2021 to range between 3.2% to 3.5%,with potential to be held lower.Expect residential inflation of 7% to 8% with potential to push slightly higher. Nonresidential inflation, after hitting 5%in both 2018 and 2019, and after holding above 4% for the six , years 2014-2019, increased only 2.4% in 2020. Forecast is 3.2% for 2021 and increasing to 3.7%for the next few years. Forecast residential inflation is 7% for 2020 and 3.8%for the several years. It was only 3.4% for 2019 but averaged 5.5%/yr since 2013 and returned to 5.4% in 2020. Construction Analytics Building Cost Index Construction Analytics Building Cost Index - Construction Inflation 120 115 '•All Index values set to 2019=100 ----. ....... ----- -- --- — -- � 110 a Nonresidential Bldgs 105 =Nonbuiafng intra „dr- 100 - - 95 —.RPcirlential —_-..-...-._-- Nonbuildin: Infra T i 85 75 _ ,..-. Nonres Blda I 70 esidential 65 edzarenski,com 60 o°° c56‘ d'� c 9 oti° otic otiti o''�' o'a otic' o�� oti^ o��' otic' 619. cs* otic' ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti ti Subcontractor costs, such as for steel or lumber, could range much higher due to huge material cost increases. All the downward pressure on nonresidential inflation is on margins. There is currently 20% less nonresidential buildings work to bid on than in Q1 2020. Page 1489 of 1884 EDZARENSKI.COM 6 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Notice in this next plot how index growth for ENR BCI and RSMeans,both input indices, is much less than for all other selling price final cost indices. From 2010 to 2020, Construction Analytics total final cost inflation is 103/71 = 1.45 =+45%. Input cost indices total inflation over the same period is only • 103/79= 1.30=+30%, missing a big portion of the cost growth over time. Nonresidential Buildings Selling Price Indices vs Input Indices Construction Building Cost Indices 110 Base Year 2019=100 Construction Analytics 105 *=not a final cost index I data as of Q4 2020 *ENR BCI As- `RSMeans� ,ConstrAna lytics RIB - RS Means 65 Turner i for Nonresidential Buildings only - - ENR BCI 60 . °ti° tip °titi 12 19 . % ', 4.3 %°tip '� '� 19 1> Several Nonresidential Buildings Final Cost Indices averaged over 5%/yr in 2018 and 2019 and over 4%/yr from 2015 to 2019 averaging+25% inflation for 5 years. Input indices that do not track whole building cost averaged only 12% inflation for those five years,much less than final cost growth. REFERENCE INFLATION INDICES ANNUAL ESCALATION PERCENT 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 NonRes Bldgs Final Cost National Avg •ConstrAnalytics Nonresidential Bldgs 2.36% 2.62% 3.39% 4.01% 4.01% 4.08% 4.07% 5.34% 4.82% 243% Turner Index actual cost 1.63% 2.22% 4.10% 4.40% 4.57% 4.80% 5.01% 5-61% 5.43% 1.84% :Rider Levett Bucknell Index Actual Cost 120% 1.82% 3.14% 423% 5.29% 5.45% 4.58% 4.56% 5.51% 3.53% :Mortensen avg 6'cities nonres bldg ! 5.21% 2.97% 2.88% 3.74% 2.70% 3.51% 3.39% 7.38% 2.21% 1.90% PPI AVG 4 NONRES BLDGS 2.41% 3.27% 1.70% 3.02% 1.82% 1.16% 2.16% 4.05% 5.04% 1.04% PPI AVG 4 TRADES NONRES BLDGS 1.74% 221% 1.65% 2.61% 2.17% 1.68% 2.29% 3.96% 4.95% 1.19% R S Means+Margin 3.00% 3.01% 4.66% 4.15% 3.60% 3.29% 3.90% 6.69% 5.56% 3.77% ENRBCI+Margin 2.38% 3.50% 3.27% 4.40% 5.36% 5.08% 4.16% 4.56% 3.31% 2.48% Nonres Bldgs Inputs Indices !RS Means Index Inputs : 4.20% 1.78% 3.39% 1.84% 0.63% 0.53% 3.04% 4.35% 4.17% 3.79% IENR BCI index Inputs , 3.58% 2.27% 2.01% 2.08% 2.39% 2.32% 3.29% 3.22% 1.93% 2.50% lPPI Inputs to NONRES BLDGS 7.90% 1.67% 0.64% 0.82% -4.58% -1.69% 3.93% 6.91% 4.20% 170% Residential Final Cost -1.31% 1.15% 7.99% 6.34% 3.53% 5.16% 5.75% 4.29% 3.39% 5.41% 'US Cen Bur NEW Homes Lasperyes 134% 1.03% 6.50% 6.11% 2.52% 5.09% 5.09% 3.49% 3.15% 4.02% S&P/Case Shlller HomePrlce NATIONAL -3.75% 1.29% 9.61% 6.58% 4.59% 5.23% 6.43% 5.10% 3.62% 6.80% All data updated to Q1'2021 where available _ edrarensla corn �S_-,:.: q.�,h .,r_...;.�as-7.'.�..-.-a ..s.._..__ _�._ -..-� t..�.,'.w.: z .t�,_. .:r •.i-- ._jz:_ ' ...as:�.c�. a- As noted previously, some reliable nonresidential selling price indexes have been over 4%since 2014. Page 1490 of 1884 EDZARENSKI.COM 7 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 In the following plot, Construction Analytics Building Cost Index annual percent change for nonresidential buildings is plotted as a line against a bar chart of the range of all other nonresidential building inflation indices. Bars represent the predicted range of inflation from various sources with the solid line showing the composite final cost inflation. The low end of the predicted range is almost always established by input costs (ENR BCI is plotted), while the upper end of the range and the actual cost are established by selling price indices. Then inflation indices are compared to a plot of construction spending. Periods of rapid expansion in spending correlate with periods of high inflation. Construction Analytics Nonresidential Buildings Cost Index vs Range of Input Indices Construction Spending ;Billion Current vs Constant 2019$ Nonresidential Buildings Only 800 5(Kf Spending SW Constar 2019$ 300 - Cu 1 206 ri urten • !.. 100 't i - T 0 CChttelnkthirti dont uctich inttah Non. i.r dial!Wrings 1200% { t 18.00% 11111r i1I I 11114.00% I _ �9JL.IIIS; tiro U 4.00% ®Iiji■ ■ amimila -ear h.price 1 U �AQ76 black = ' Gne - ��;•1f =�1��:pp° I �{. edrarcraki.ciun Non-building infrastructure indices are so unique to the type of work that individual specific infrastructure indices must be used to adjust cost of work.The FHWA highway index increased 17% from 2010 to 2014, stayed flat from 2015-2017,then increased 15% in 2018-2019. The IHS Pipeline and LNG indices increased 4%in 2019 but are still down 18%since 2014. Coal, gas,and wind power generation indices have gone up only 5%total since 2014. Refineries and petrochemical facilities Page 1491 of 1884 EDZARENSKI.COM 8 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 dropped 10% from 2014 to 2016 but regained all of that by 2019. BurRec inflation for pumping plants and pipelines has averaged 2.5%/yr since 2011 and 3%/yr the last 3 years. This link refers to Infrastructure Indices. Volume of Work and Jobs To differentiate between Revenue and Volume you must use actual final cost indices, otherwise known as selling price indices,to properly adjust the cost of construction over time. When we see spending increasing at less than the rate of inflation, real work volume is declining. For example,with construction inflation at 3%annually, a nonresidential building spending decline of-2% in 2020 would reflect a work volume decline of-5%. The extent of volume declines would impact the jobs situation. Residential construction volume dropped 12% from the January 2020 peak to the May bottom,but has since recovered 22% and now stands at a post Great Recession high, 10% above one year ago. Although residential spending remains near this high level for the next year, volume begins to drop by midyear. Nonresidential volume has been slowly declining and is now down 10% from one year ago. By 3rd quarter 2021,nonresidential buildings volume is forecast down another 15% lower than December, or 25% below the Feb 2020 peak. This tracks right in line with the 22% decline in new construction starts in 2020. Most of the spending from those lost starts would have taken place in 2021, now showing up as a major decline in spending and work volume. Construction Jobs vs Construction Volume Growth Jan 2015 thru Jan 2022 40% baseline can 2 11=10 Jo S 35% --.. . --. _.- - , • 30% - 25% • 20% I -- VOLUME �.. 15°i6 jobs adjusted`or hoursorke 5% volume=spending minu infl tion I _ 0% � egzarenski.com s yh S. tib S. til ti4 � °� No' I* ,y0 1 yti I. Esc P , b While construction spending in 2021 is forecast up 4.6%, after inflation construction volume is expected to decline 0.7%. Residential construction spending is forecast up 17%,volume up 9%+,but 2021 Page 1492 of 1884 EDZARENSKI.COM 9 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 nonresidential buildings spending is forecast down-7.7% leading to a decline in volume after inflation of-10.5%.Nonbuilding Infrastructure spending in 2021 declines -1.3%, volume drops-5%. Nonresidential buildings volume declines of 10%+project to a loss of over 250,000 jobs in 2021 and non-building infrastructure is projected to drop 70,000 jobs,but Residential could experience growth in 2021 of 250,000 jobs. Jobs are supported by growth in construction volume, spending minus inflation. This time next year, volume will be 5% lower than today, 10%below the Feb 2020 level. We will not see construction volume return to Feb 2020 level at any time in the next three years. A final word about terminology: Inflation vs Escalation. These two words, Inflation and Escalation, both refer to the change in cost over time. However, escalation is the term often used in a construction cost estimate to represent anticipated future change, while more often the record of past cost changes is referred to as inflation. This graphic might represent how most owners and estimators reference these two terms. oay :: 00� � Inflation Aetna -_. . ..L Escalation _.. Anticipated This link points to comprehensive coverage of the topic inflation and is recommended reading. Click Here for Link to a 20-year Table of 25 Indices Construction Analytics 2021 Construction Economic Forecast is here Page 1493 of 1884 EDZARENSKI.COM 10 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 Office:+1(786)497-1500 s• chen moore and associates June 3, 2021 SENT VIA E-MAIL(SabrinaBaglieri@miamibeachfl.gov& pilarcaurin@miamibeachfl.gov Ms. Sabrina Baglieri Ms. Pilar Caurin Tortajada City of Miami Beach—Capital Improvement Projects Office 1700 Convention Center Drive Miami Beach, FL 33139 Re: West Avenue South Review of RMCF Change Order Request dated 4/21/2021—Revised 5/11/2021 CMA Project No. 099.007(Master Project#099.006) Dear Ms. Baglieri and Ms.Caurin: Chen Moore and Associates (CMA) has prepared this letter to summarize our review of the proposed Change Order from Ric-Man Construction Florida (RMCF)for the West Avenue South project,dated April 21,2021,updated May 27,2021. This review compares the budget estimate and time extension Change Order dated November 19, 2020 prepared by RMCF to the submitted Change Order dated April 21, 2021, updated May 27, 2021. CMA evaluated the following documents from RMCF pertaining to this comparison: • Budget Estimate Change Order(11/19/20) • 30% Design Submittal (November 2020) • Submitted Change Order(4/21/21, revised 5/11/21) • 60%Design Submittal (April 2021) • Updated Drainage Pipe Pricing(5/27/21) Below is a table summarizing this comparison. Submitted Change Order ITEM DESCRIPTION Budget Estimate dated 5/11/2021 Difference dated 11/20/2020 (Rev 5/27/21) 1.0 CONSTRUCTION LI Water Quality Construction $ 3,028,000 $ 3,592,652 $ 564,652 L2 10-Year Storm Piping Subtotal $ 1,070,000 $ 987,188 $ (82,812) 1.0 CONSTRUCTION TOTAL(pre-escalation) $ 4,098,000 $ 4,579,840 $ 481,840 2.0 ESCALATION 2.1 Commodity and Subcontractor Escalation $ - $ 347,003 $ 347,003 2.2 RMCF Labor Escalation $ - $ 131,072 $ 131,072 2.0 Escalation Subtotal $ - $ 478,075 $ 478,075 3.0 GRAND TOTAL(CONSTRUCTION+ESCALATION) $ 4,098,000 $ 5,057,915 $ 959,915 CMA Project No.17-099.007 Page 1 of 4 chenmoore.com Page 1494 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 i yrM1 Office:+1(786)497-1500 =£ chen moore and associates The 5/11/21 revisions address CMA and CMB comments from 4/28/21 and addresses other errors by RMCF.RMCF also noted the further developed water quality system design allowed for reductions in rebar and concrete. In reviewing these items, CMA offers the following analysis identifying explanations for the price differences between the budget estimate Change Order (11/19/2020) to the submitted Change Order (5/11/2021). 1.1 Water Quality This cost represents the added water quality wells, consisting of settling tanks, wet wells, pump equipment,stormwater disposal wells,and ancillary equipment. In CMA's review,the additional 20% cost above the budget appears to be a result of multiple factors,including: • Increased cost of installing Secant Pile structures(approximately$56,000) • Increased cost of pump materials associated with water quality wells(approximately$59,000 additional per pump and panel) • Unaccounted for interconnect piping(approximately$162,000) • Unforeseen Utility Relocation/Removal (approximately$80,000) These additional costs are partially offset by well credits, which is indicated in the RMCF detailed breakdown.CMA performed a detailed cost analysis of the submitted change order,which is attached to this letter. CMA researched the FDOT Historical Cost Index and compared the unit prices for 16 items which are representative of the type of work associated with this project, identifying the Annual Statewide Average for 2019 and 2020 and the Current 6-Month Statewide Average (From October 2020 to March 2021).As indicated in the attached table,the median price increase for these representative items is 23%higher compared to 2019 and 14%higher compared to 2020. The 20% cost increase for the water quality appears appropriate given the combination of material price increases since the November 2020 budget and the further detailed design which resulted in larger/deeper wells,interconnect piping,and utility relocation/removal. 1.2 10 Year Storm Piping and Structures This cost represents the changes in design each segment as a result of now designing for the 10 year storm. As indicated in the table above, this price is approximately 8% lower than previously submitted. CMA did not receive the backup documentation from the original pricing from August 7, 2019. In reviewing the 5/27/21 updated 10-year storm piping pricing, the price appears to accurately represent the upsized piping and structures and applies appropriate credits for the smaller piping and structures. In the attached email correspondence with RMCF, the lower unit price for credit is explained is due to material price increases and additional labor and material associated with the pipe installation. CMA has attached our detailed cost analysis for the 10-year Storm Piping. Based on the provided materials, labor, equipment, and markup, the proposed change order price for the 10 Year Storm Piping and Structures appears appropriate. CMA Project No.17-099.007 Page 2 of 4 chenmoore.com Page 1495 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 '- Miami,FL 33145 Office:+1(786)497-1500 - -- chen moore and associates 2.0 Escalation As discussed during the 4/28/21 meeting with CMB, RMCF, and CMA, RMCF is now including escalation pricing to accommodate anticipated material and labor price increases associated with future market conditions throughout the project schedule—from October 2021 thru January 2025.As the current contract language does not have provisions to account for defined escalation, RMCF is proposing to mitigate that risk by using a 3.6% annual escalation, which is substantiated by the reference of historical Producer Price Indexes(PPI)from the U.S. Bureau of Labor Statistics. CMA further researched this escalation rate to substantiate this amount. Attached is a table comparing the national Consumer Price Index(CPI)dating back to 1997.CMA calculated the monthly and average 3-year change in the CPI as that relates to the estimated construction duration.As shown, the average CPI increase over a 3-year time period is 6.60%.The CPI is a good barometer for the cost of goods and services. Furthermore, CMA utilized the National Construction Inflation Report 2021 (attached) which states the average nonresidential building inflation from 2011-2020 is 3.7%and references the Rider Levitt Bucknall nonresidential building index is up 3.5%from 2019. Therefore,CMA offers no objection to the RMCF 3.6%assigned value for escalation. CMB may either accept RMCF's proposal which estimates the 3.6% annual escalation or offer to modify the contract language to use mutually agreeable defined escalation which results in added risk to CMB if escalation is greater than anticipated,or may result in a credit to CMB,should these indices fall. CMA offers no objection to either approach. Time Extension Request As requested by CMB, CMA also reviewed the proposed time extension request associated with this Change Order Request. RMCF initially estimated a 1,619 day time extension in the November 20, 2020 letter to CMB.The April 21,2021 letter revises this time extension request to 1,588 days. CMA analyzed the summary of additional days submitted by RMCF and verified the duration,as shown in the attached schedule analysis table.CMA notes that the Total Days Requested is equal to the summation of the original contract duration (545 days) and items 1 through 8 subtracted by the original contract duration and the previously approved 30-day extension for Hurricane Irma. The largest extension items include: • Item#2—"Shut down delay#1—12/18/17—12/20/18-Resiliency ULI"of 368 days, • Item#3—"Design &Const.add Jan 2019 CPM Update—CO 3B"of 409 days • Item#5—"Shut Down#2—WTS Relo.And Water Quality- 10/31/19-10/28/20"of 364 days • Item #7 — "Design Restart New WTS/Water Quality/Complete Design 1/16/21-9/30/21" of 219 days Item #8 is the "Construction Impacts due to Water Quality Additions" which is shown as 60 days. The RMCF submitted schedule shows a total of 63 days for the water quality improvements. The baseline schedule prepared by RMCF and uploaded to e-Builder on 8/7/17 does not have a specific line item for CMA Project No.17-099.007 Page 3 of 4 chenmoore.com Page 1496 of 1884 EXHIBIT C 2103 Coral Way,Suite 401 Miami,FL 33145 "' Office:+1(786)497-1500 chen moore and associates water quality as this was to be addressed in the North portion. Therefore, the additional 60 days here appears appropriate for the additional of multiple secant pile pump assisted wells. In consideration of the above analysis,the RMCF proposed additional 1,588 days for the time extension appears appropriate given the delineated delays and additional design and construction efforts associated with this project. Conclusions CMA has reviewed the provided documentation pertaining to this Change Order Request and analyzed the submitted prices. As described in this letter, CMA offers no objections to the proposed pricing by RMCF. The price changes are consistent with the market conditions and reflect the updates to the plan design since the initial November 2020 change order budget. The added escalation rate is consistent with historical escalation values.As previously discussed with CMB, CMA notes that this escalation amount can either be incorporated as a known value or can be a formula based on market indicators which can vary throughout the duration of the project construction. Should you have any questions, please do not hesitate to contact me at my office at+1 (786)497-1500, Ext. 1087, my cell phone at +1 (305) 338-7451 or send me an electronic message at pkaimrajh@chenmoore.com. Respectfully submitted, Patrick D. Kaimrajh, P.E. Senior Engineer PDK/jbm Cc: Jose L.Acosta, P.E., F.ASCE,Chen Moore and Associates(CMA) Jose B. McCray, CMA Attachments: CMA Detailed Cost Comparison for Water Quality& 10-year Storm RMCF Updated Pricing CMA Schedule Analysis CMA Analysis of FDOT Historical Cost Index&Consumer Price Index National Construction Inflation Report 2021 CMA Project No.17-099.007 Page 4 of 4 chenmoore.com Page 1497 of 1884 488140 8641 06ed -,,,,,,,,p18081131513090818918818901136193. 3599903650E $ .1.1101 00'526'00 5 .8808(00.918(08 0151 09'01'082 0 .dn9e8,113493 9401 020[02 5 .818)088,(008)4808885 m5 0259'3650 $ 1010. 09'6061 0 44,3x1940094151 4116485 5 dryOW 9W8%OT 021002 5 8188088810080801(105115 TAM,1603 (0300) $1[8211 $ • $ $ 6000 $00201) 0 5 - $ - 5 2,..,.,.._ 3811 $ 409900121 5 005001(0 $ 0419106 $ 09519499 $00491109 $ 605102 0014405(1 $ 00014900 6 .004010444'100290 0650010'0 S 109 00000 $ 0119706 $ 0198169 5 00199169 $ 111101 00110511 5 00090'90 S 1100198111 004 5 0856315 5 001209 5 001660E 0 00 $ 0069010 5 00110's1 5 0080 1 10(86 000E $ 51 11001111 014 0 04 00 0 2 00111091811 00 61 0.r4 100 110) 5 2629111 6 0091*1 0 001837 5(001 5 061610E 5 30601 5 15(31-$ 003 009869 S xL 090 12531910010'185 101) 5 002113 5 000002 5 001011 S(011 5 00100 5 0001/11 $ 6060 $ 001306 91 1 1120301 V 0.00/00105 009 5 0990015 $ 010850 5 01001 5 090 0 01098 5 01819 $1599 L$ 0101 0050'5 $ 0000'95 0 03 ORE 11010003 S 00509 5 01979 5 01611 6 - 5 00901 5 1109002 5 061S 5 009 0010692 5 SI E lunar,40 11 $ 006955 5 0316155 5 011-00 $ 301 5 000020 5 1061013 $000004$ 1300 0051 5 021 1 00)005-60153000) 80314000.00 1001.60 ELI 01'691'901 5 0911111 5 026525 5 130 00101'05 $ 00[(15 5 0930:x::5 66111 010321 5 11 `601 1(00-.00911,0 D300000 5 000020 $ 000 - - $ 201 5 V3 _ '40010/010 ) 0041000 ill/141,..0 1000510211 51002/211 5 - 5 10051031) 5 SI IIP2,311.M•92 1001 0116? 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Maw Tet CYvd4Md Tet• 076.,1. 15761/17164 RPE M SbM 14.RCP 712 V 6 17143.00 isszo-atiP 3 911409 5 9,12]]6 5 0.14 $ 4144E0 S 34,61$03 5 3161176 5 103!1 WSb95 le RCP Dl IF 9 1476430 150300.42 S 7,93440 5 7.90601 5 (0151$ 49830 5 7997330 5 79.67204 5 0341 1tMS0at 24.RCP 317 IF S 11,)3540 344.444-a3417(1 S 6939.00 5 4407.30 5 030 5 401300 5 15576.02 5 15,543.70 5 (0.10) 1!76 sant 16'RCP 1941E S 17,15040 19609$4.11/11 911140 3 9,11336$ 024 $ 434402 5 54.611.40 5 11,61E76 5 (4141 3470 Street 34'RCA 445 11 S 1023100 21000 5 1441400 S 10,81390$ 020 $ 996230 $ 40624.00 5 40.623.8 5 (0101 ATR 04.RCP 516 iF $ 3016440 5940901WPWS Imam S 16,194.61 3 036 5 11,30130 3 60,75803 3 50,757.61 S (0,161 1M3tAltev 26.341 370 LF S 37,10130 $ 4190402 6 11,60793 3 019 S 1045300$ 43.56400 5 4356307 510161 ar AO 756 91 5 197!10= 57163 $ 119040 5 3402 991 7 111 $ 2316 30 3 5 3957530 5 5 1449 $73.91 (1.091 404 11O 1437 IF 5 46141{00 t 5 49,10310 5 69.519.15 5 3.112 5 1101740 5 611,11640 5 693111.19$ (301) Pepe Gems 4'340 5 S S (104.34].04)5 110233( 49 RCP 7196 if S • $ f 616.11647)$ ;l36.]]5.1�! 31711161015101.0@2 Sovetto• 493' 45 FA 109}1440 1930.03 5 $14940 5 90,355.30 S 390 $ .491900 174.09200 5 1=8 ,070 6 (381 Suva..63..4'4' 7 FA $S 1490602 $ 1415330$ 25,353.50 5 140 13 $19131$ 7114100 6 74140.60 5 (3101 n 5teuen 763' 11 90 $ 57.914310 $ 4.21100 5 48,171.40 5 (054)$$ 9563700 5 153843.40 9 151443.10 S 0.90 Strvetun 4440 S S 5 09,016415 119,090.1 I9C4t7e Pave 4 6A . 5 • S 5 (13549291 5 141,549.191 J9 Cale,941.9 3 14 5 • 5 5 (41,5109719 011.510971 5 FA 5 (52,149.701$ (51,156423 1.74ae5a n 5 3A S • 5 5 (53,660.5]1$ 153.54.5]; :-7 Clete Bats 1 SA + 5 • 5 5 (12313.251 5 '11630 35) 9161.710474 1 34 5 - 5 5 (11.190.931 5 X12.19181 OKI T41W 5 9841102 Mel S 15111102} EltY30 5 31402600 S 984®399$ OYCYn2Yd Totals. S • 5 96407302 N6$111 $ 35121430+ 65.2408""� $ 1140116.30 S 8431339 8 X54 S (11.151 011t*tM •97gy30 56444 , 53615 51139 511.53 021724969 565A[u7Van.markup 1066760my tr, 8.04956 d 1 Invw 17,68 707*1 29 Tmu 99314763 50 vma MCeapo4rkw• 10166S60 M4rk41' 34644.13 1.516 bard 1imam' 14,6861 7=.00 967,175.14 •76246541605454 on RI.07004e2 215. • • Page 1499 of 1884 EXHIBIT C Patrick Kaimrajh From: Michael Fischer <mfischer@ric-manfl.com> Sent: Thursday, May 27, 2021 1:25 PM To: Patrick Kaimrajh;Tyson DiPetrillo Cc: Jose Acosta;Jose McCray; Nick Karpathy; Rafael Vega Subject: RE:West Ave North and South - 10-year Storm Pricing Breakdown Review Attachments: CMA Documentation Package-West Ave.pdf CAUTION:External email. Patrick We reviewed your comments and offer the following revisions to our submission for your review. We cross checked the spread sheets for the 090/091 Drainage piping and structures and found a formula problem resulting in a variation in the final amounts for each section. 090 Submitted $1,012,454.90 Revised $ 987,187.63 091 Submitted $2,801,335.36 Revised $ 2,841,157.40 With respect to the piping credits — see attached work sheets ( as a representative example) on the 72" RCP from inception through CO 3B and up to current pricing. As you can see the Rinker pricing of RCP has increased $125/LF representing 70% of the total delta between the credit offered and new pricing in today's dollars ( $ 180.15). The balance of the increase is due to added quantity for dewatering consumables, aggregate, sand and other backfill materials for the 10-year storm elevation changes. This example demonstrates why there is a variance between credits and adds for the same diameter pipe and is typical for all sizes. The credits are provided based on value at time of bid and/or CO 3B execution — see this in the HCSS estimating software sheets attached. Page 1500 of 1884 _ EXHIBIT C As to the variances in labor rate on certain items. This is driven by crew make-up and ratio of operators, foreman and laborers, skilled and unskilled depending on our assessment of difficulty of the install. The fluctuation is typical. Please see attachments and revisions to the spread sheets accordingly and contact me if you need any additional information. Mike Michael R. Fischer, COO. CONST r Mc. co r"`. R.Mc. RIC-MAN Construction Florida,Inc. 3100 SW 15th Street,Deerfield Beach,Fl 33442 Office:(954)426-1221 F Fax:(954)426-1226 Cell: (703) 732-7717 www.ric-manfl.com MFischeraRic-manFL.com From:Patrick Kaimrajh<PKaimrajh@chenmoore.com> Sent:Wednesday, May 26,2021 5:04 PM To: Michael Fischer<mfischer@ric-manfl.com>;Tyson DiPetrillo<tdipetrillo@Ric-ManFL.com> Cc:Jose Acosta<jacosta@chenmoore.com>;Jose McCray<jmccray@chenmoore.com>; Nick Karpathy <nkarpathy@chenmoore.com> Subject:West Ave North and South-10-year Storm Pricing Breakdown Review Good afternoon Mike and Tyson, We are reviewing the detailed cost breakdowns and noted some discrepancies for the 10-year storm pipe pricing. Please see the attached PDF markups and CMA check spreadsheets. I see the minor changes in labor rates and rounding for some of the pricing, but I have concerns on the resulting unit price for the pipe credits and discrepancies between the summation of Labor/Materials/Equipment and the 10% markups. Can you please review and let me know if I'm missing something?Please feel free to call me if you'd like to go over so we can incorporate the appropriate response in our review letter. Page 1g01 of 1884 EXHIBIT C The other detailed breakdowns for water quality and the pump station appear to make sense, it's just these 10-year piping numbers that might be incorrect. Thanks, CHEN MOORE AND ASSOCIATES Patrick D. Kaimrajh, P.E. SENIOR ENGINEER 2103 Coral Way,Suite 401 Miami,FL 33145 pkaimraih(a�chenmoore.com Office+1 (786)497-1500,x1087 chenmoore.com Cell +1 (305)338-7451 Civil Engineering I Landscape Architecture I Transportation I Planning Page 1 402 of 1884 EXHIBIT C Credit Justification 5/17/2021 72"RCP-Example Material Analysis Base hid&CO 38 Credit Qty Unit Base Bid CO 3B Total Unit Price Notes 72"RCP 370 LF $ 49,152.00 $ 20,642.00 $ 68,886.60 $ 186.18 Thls is only the cost of the RCP Additional Material 370 IF $ 3,667.00 $ 23,104.00 $ 27,679.00 $ 74.81 This Includes Aggregates,Sand and Dewatering Material $ 96,565.60 $ 260.99 Unwin Rd.New CO Qty Unit New CO Total Unit Price I Notes 72°RCP 370 LF $ 115,488.00 $ 115,206.90 $ 311.37 i This is only the cost of the RCP Additional Material 370 LF $ 47,731.00 $ 48,013.00 $ 129.76 This Includes Aggregates,Sand and Dewatering $ 163,219.90 $ 441.1 Material quantity increase due to Invert elevation variances from 5 year to 10 year drainage study Suma ♦=$180.15/IF RCP Material♦ $125.19/LF Other Material 1 54.96/IF EXHIBIT C Ric-Man Construction Florida,Inc. 05/27/2021 11:04 05012021 West Ave.091 N-Drainage Complete 60% Activity Unit Price Summary Blditem Calendar Perm Conitr Equip- Sub- Activity Description Quantity Unit WC lira/Shift Labor Material MatUExp Meat Contract Total **• 380 38 Lincoln Road Takeoff: 1.00 LS Bid: 1.00 LS 380.30 72"RCP 370.00 LF F6319A 50 10.00 23.218 161,474 1,745 20,510 206,947 Mb: 493.34 Shifts: 6.2 Mh/Un: 1.3334 Un/Sb: 60.0065 62.75 436.42 4.72 55.43 559.32 Biditem/Category 380 23,218 161,474 1,745 20,510 206,947 Mb: 493.34 Mb/Un: 493.3400 23,217.70 161,473.91 1,745.10 20,510.15 206,946.86 Mb: 493.34 ***REPORT TOTALS*** 23,218 161,4 /45 20,510 206,947 N =Activity not adjusted to bid quantity 1/71 $163,219 Page 1504 of 1884 EXHIBIT C , Rtc-Mar•Const action Florida,Inc. 05/27/2021 11:10 2016-091-K-1 West Ave 091 North Deduct Activity Unit Price Summary Biditem Calendar Penn Constr. Equip- Sub- Activity Description Quantity Unit WC Ars/Shift Labor Material Mat1/Exp Ment Contract Total ••• 320 32 72"Drainage Pipe Takeoff: 1.00 LS Bid 1.00 LS 320.1 72"Drainage Pipe 264.00 LF F6306A 50 10.00 14,542 52,819 2,070 14,633 9,504 93,568 Mh: 352.00 Shifts: 4.4 Mh/Un: 1.3333 Un/Sh: 60.0000 55.08 200.07 7.84 55.43 36.00 354.42 Biditem/Category 320 14,542 52,819 2,070 14,633 9,504 93,568 Mh: 352.00 Mh/Un: 352.0000 14,541.79 52,818.59 2,070.00 14,633.48 9,504.00 93,567.86 Mb: 352.00 ***REPORT TOTALS*" 14,542 52,819 2,070 14,633 9,504 93,568 N =Activity not adjusted to bid quantity $54,889 Page 1505 of 1884 EXHIBIT C ,Ri-Man Construction Florida,Inc. 05/27/2021 11:19 06222018-CO West Ave 091 North Model II-CO Activity Unit Price Summary Biditem Calendar Perm Constr Equip- Sub- Activity Description Quantity Unit WC Hrs/Shtit Labor Material MatI/Ertp Ment Contract Total ••' 320 32 72"Drainage Pipe Takeoff: 1.00 LS Bid: 1.00 LS 320.2 72"Drainage Pipe(Addition 106.00 LF F6306A 50 10.00 13,533 29,136 831 11,750 55,249 Mh: 282.66 Shifts: 3.5 Mh/Un: 2.6666 U&Sh: 30.0028 127.67 274.87 7.84 110.85 521.22 320.5 Dewatering(Addition Model II 106.00 LF F6306A 50 10.00 260 13,780 122 14,163 Mh: 5.30 Shifts: 0.1 Mh/Un: 0.0500 Un/Sh: 1,000.0000 2.46 130.00 1.15 133.61 Biditem/Category 320 13,793 42,916 831 11,872 69,412 Mh: 287.96 Mh/Un: 287.9600 13,793.10 42,9I6.01 830.70 11,872.35 69,412.16 Mb: 287.96 ***REPORT TOTALS*** 13,793 42'—,-.91-6------p31 11,872 69,412 N =Activity not adjusted to bid quantity $43,747 Page 1506 of 1884 1 EXHIBIT C Concrete Pipe Division MATERIALS Quotation 0021089225 Revision no. 1 SELLER: Hydro Conduit Corporation d/b/a Rinker Materials Concrete Pipe Division Date: 12/20/2016 Sales Office: Florida Offer expires: 02/20/2017 Sales Employee: JOHNNY SANCHEZ Terms of Sale: 1% 15th prox,net 16th 13100 NW 118 AVE Delivery Terms: Delivered MIAMI, FL 33178 Customer Job#: 786-393-8809 305-557-3086(fax) Prepared for: 0003017106 Ship To: 0003017106 RIC-MAN INTERNATIONAL INC RIC-MAN INTERNATIONAL INC 1545 NW 27 AVE WEST AVE KB90 AND KB91 MIAMI BEACH POMPANO BEACH FL 33069-1501 MIAMI BEACH FL 33141 USA USA Bill To: 0003017106 RIC-MAN INTERNATIONAL INC 1545 NW 27 AVE POMPANO BEACH FL 33069-1501 USA Project Name:WEST AVE KB90 AND KB91 MIAMI BEACH THE PRICES STATED HEREIN ARE BASED ON RINKER'S STANDARD TERMS AND CONDITIONS,WHICH SHALL CONTROL AND TAKE PRECEDENCE OVER ANY TERMS AND CONDITIONS TO THE CONTRARY IN ANY PURCHASE ORDER OR OTHER DOCUMENT.TO REVIEW A COPY OF THE STANDARD TERMS&CONDITIONS,PLEASE VISIT WEBSITE:www riekrrrpr ram Transmittal Message: ATTN:ESTIMATING This quotation is presented without review of the plans and specifications for this project.Products quoted are specified to only meet ASTM C-76 or ASTM C-507 and FDOT Standard Specifications for Road and Bridge Construction.Any required deviation from ASTM C-76 or ASTM C-507 and FDOT Standard Specifications for Road and Bridge Construction after review of plans and specifications will require re-quoting and void this quotation. LUBRICANT IS$11.00 A PAIL AS NEEDED PRODUCT SHIPPED AFTER 1 YEAR FROM DATE OF THIS QUOTATION MAYBE SUBJECT TO A 10%PRICE INCREASE EACH YEAR FORWARD FROM DATE OF THIS QUOTATION. Item QTY Material Description Price Per UOM Total 10 1,408.000 FT 1211959 24x8'CL3 PF RCP 23.08 1 FT 32,496.64 20 32.000 FT 1211985 36x8'CL3 PF RCP 47.44 1 FT 1,518.08 30 5,888.000 FT 1184266 48x8'CL3 PF RCP 72.45 1 FT 426,585.60 40 584.000 FT 1184270 60x8'CL3 PF RCP 120.87 1 FT 70,588.08 50 240.000 FT 1211964 24x8'CL3 PF SLOTTED RCP 33.74 1 FT 8,097.60 160 264.000 FT 1181468 72x8'01.3 OR RCP 174.00( 1 FT 45,936.00 70 53 PAI 1185430 #SA-2(8LB)SUB-AQUEOUS LUBRICANT 11.00 1 PAI 583.00 $174.00 x 0.07 (Tax) _ $186.18 / LF Entered by:JUANSNC Page 1507 of 1884 Document date:12/20/2016 1 EXHIBIT C • Quotation Page#1/2 MATERIALS' A o•ompIff•COMPANY Quote 0 QUO-441534-U4135W0 Date 04/01/2021 Account Name RIC MAN CONSTRUCTION Reply-To FL INC - Quote# QUO-441534-M4B5W0 Contact Name Rafael Vega Account Manager Sofia Ponce Revision# +4 ` Contact Phone (954)426-1221 Address 13100 NW 118th Avenue,Miami, FL 33178 Project Name West Ave KB90 and KB91 Contact Fax (954)426-1226 Phone 305-822-8191 Project S 602657 Contact Email RVega@Ric•Manfl.com Fax 305-557-3086 Project Address Miami Beach,FL 33141 • Email Sofia.Ponce@Rinkerpipe.com Rinker WfarWs•offer to mil the products described In this quotation Is expressly condtionsd upon Buyers meant to the Rinker Hs.rWa'Standard Telma end Conditions(mow thtsrlata Ms")vlwabb at zwiy de .A valid tax sxomption arttScaq must bo issued to R1Neer WtaWs or sales tax wilt bo added Item# Description Part# Quantity Unit Extended Unit Total Unit Price 10 24x8'CU PF RCP 1211959 5952.00 FT $34.64 $206,177.28 20 36x8'CU PF RCP 1211985 200.00 FT $70.19 $14,038.00 30 48x8'CU PF RCP 1184266 2664.00 FT $114.86 $305,987.04 40160x8'CU PF RCP 1184270 2208.00 FT $183.23 $404,571.84 60 ._72x8'CU OR RCP .. ._. 1181468 2224.00 FT ------ _ > $291.71f $648,763.04 ` 70 #SA-2 SUB-AQUEOUS LUBE BLB 1185430 632.00 EA 11.00 $6,952.00 90 84x8'CU OR RCP 1576838 384.00 FT $433.01 $166,275.84 100 96x8'CL3 C76 OR RCP 1293898 264.00 FT $569.75 $150,414.00 130 30x8'CU PF RCP 1211973 208.00 FT $51.96 $10,807.68 140 7'x 7'Precast Box Culvert/10.10ton/PC 1294437 450.00 FT $525.00 $236,250.00 150 48'x 24'el 3 WYE OR T 1585872 5.00 EA $4,020.10 $20,100.50 160 SCORE HOLE-PER INCH OF DIAMETER- Notes for Quote: 1585872 1.00 EA $7.50 $7.50 EXPOSED STEEL/WILL MAKE AS UNIFORM AS POSSIBLENPON REVIEW AND APPROVAL. Total $2,170,344.72 (fax not eluded) Net Total $2,170,344.72 1.Ends are skewed w/exposed box culvert reinforcement steel. Boxes have 2'steel 2'-4'earth cover. Price includes delivery to site,in-joint sealant and primer. $291 .00 x 0.07 (Tax) = 311 .37 / LF Price does not include unloading,joint wrap or walls of any kind. Boxes meet FDOT Index 400-289&292. Boxes are 6long weighing 10.1tons/pc. Box design and line drawings shall be approved. Any deviation from quoted design will require new pricing. Design quoted assumes moderately aggressive soil. Individual boxes in the box culvert run that are shorter than 6'are priced as though they are 6'long. Mastic gaskets are included in the price of the box pieces. Any strapping or bands will be the responsibility of others and is not included. Offloading boxes at the job site is not included and will be the responsibility of others. A 4 point lifting system utilizing four 8 ton ring clutches(by others)Is required to lift Rinker Materials box culverts. Joints are soil tight. Box culvert orders are non-cancellable,non-returnable and non-refundable. Pricing includes delivery based on full truck load quantities as near to the point of use as our trucks can move under their own power. PROUDUCT PRICES ARE BASED ON ORDER ACKNOWLEDGEMENT WITH SHIPPING TO BE COMPLETED BY 12/31/23. Page 1508 of 1884 EXHIBIT C I��n. i Wesneerecela?ai West Avenue South.090 I' Owe,.11M{SI, .1 5110,2011 .I/ Ills 911 I A0 56M00nnw 11.16601 Mer 13.lpmeel .066161.1 011111 Tool W 1414 IOon RMe INA Drainage Pip A151..51 14'0.1'4 ... If 5 l'.2140t. ton 3 47.90 S 9324.00 3 9.144.00 S 114,613% 9 1171546 Allm.lnul r413/9u,61,m 9oo4 •11,11•111 14.0.19 -. Cr S 11'31 15 109 S 4706 S 7.1:6.00 S 5431.17 5 29.41.1..... S 7417710 AO mxrut3e1e.55)•nm P1i'4: 1113 S m 11'RCP 917 If $ Cr-:!)) 111.60 1 flO f 6.5(5.00 f 00)112 S _5.54900 S .9719(9 AN mvnul IOWA oar. • ISO 51111 24.409 .91 11 S 17.11010 191 S 4100 1 911100 3 1.14090 1 1417_10 f 396117) 81r7a10617.1143101799MON 1.4031190 21'RST 549 IF S 21,71 O0 110 1 47, 1 10.12400 3 4.5020 1 10.02110.3 S 400.400 Allmvnulnikmlunmiovy ANDD Coen 24'ROT 916 Ic S .016300 .144 9 4100 1 10.119.01 S 11.171.11 S 60.15600 5 10.71110 All 7)417)1 r45.curt.mso01 0117)17)41 r<00s4cw prn�np WMM moot 144 RCP 170 LF S 21.703.)) 24000 f 47.06 1 11.603300 5 103100 f 41.541116 5 41,1000 411 771190e.011110 carom 3611.70 44.RC/ 106 If S 191,910.7) 09 S 4106 5 96.00700 S 71,7310 5 049,515(0 $ 14851000 41177M01441101../99.5075 60'ALP 1427 If S 495,45 00 190166$4105$09.54300 5 79.097.00 9 317,136% $ 751,1160,4111mn9e111 An..4uneml.og, 1.1140 •. 's..1 Pq9 O:rdn C.050111.8)04 COO1.41 11•111 .,, .• 1T ... 1 4 11' Pf410re Com0l00.flll&CY11.N1 Drainage Structures Smaeexl'.2.6'd'el• 7 sl,o,m 4ypr2 s,6.l16161 45 f1 3 105.34400 1940 9 67% S 90.15900 3 7941600 9 160.011% S 70.69100 All mv0u1relin09wrm Poly 61lkv64' 666'1 1 v•s1. 9 1 9 !4 S 170% s600 40% 5 1635500 6 21261% S /4.14700' 1 141417) Anmrm41rtI1F.1cur...rnews f4Mvn734' 1174C4n450P 1.4.40 11 II IA S 51.914.00 910 S 4836 f 4!.11200 S 4161500 5 1511/10/ 1 13.1100 40040113OMwl6n.46.a4 ... 7..3.11. -•1'094113696000100164441,41513.U, 1 ` a S PE.14&601!17 114vn0h CO 5.81 .PF0I.'/001Ym1.91314400 h 1T155. ' • - • :19.1'm4Con llflvo 12.4 1005.81 _ ... •' 3 Pe.LM4l'omtnl3 0d 4 • A CO!.nl . - r 44eL Com. 7 .O. •. •7777. • -4 7 l. 147 r'PS'6MnC3:61 .nln4v 17t41 ACO 1h CO 1.11. f 9101100 199911 9 151.114.01-'3 116.906% S 014,691.40- 5 61.01119 31,15.4.44.001•14.14.S • 40%M660 S 15.40115 UI%MAI IIAvm S 14.41/1 30744(6 367.17.1 Page 1509 of 1884 EXHIBIT C C In Date: 6/3/2021 Project#: 17-099.007 chen moore and associates West Avenue South-091 Contract Start Date: 7/31/2017 Time Extension Request Analysis Substantial Completion: 7/4/2023 RMCF CMA RMCF No. Description Totals Calculated Schedule (Days) Totals*(Days) Totals (Days) Original Contract Duration 545 545 - 1 Previous CO-Hurricane Irma- 30 30 - 2 Shut down delay#1-12/18/17-12/20/18-Resiliency ULI 368 368 - 3 Design and Construction add.January 2019 CPM Update 409 409 - 4 10-Year Roadway/drainage changes-8/3/19-10/30/19 89 89 - 5 Shut Down#2-WTS Relo.and Water Quality-10/21/19-10/28/20 364 364 - 6 Change order Design negotiation 10/28/20-1/15/21 79 79 - 7 Design Restart New WTS/Water Quality/Complete Design 1/16/21-9/30/21 219 219 - 8 Construction Impacts due to Water Quality additions 60 60 - Total Contract Days 2163 2163 2164 Total Requested Days 1588 1588 - Page 1510 of 1884 EXHIBIT C West Ave Change Order Pricing Research FDOT Item Average Unit Cost Comparison I I '` Fi cea"mourn and sodas FDOT 2019 FDOT 2020 Current 6 Month FDOT Pay Item Description Units Annual Annual Statewide %$A %$al Statewide Statewide Average(Oct 2020 from 2019 from 2020 Average Average Mar 2021) 0160-4 Type B Stabilization SY $ 3.79 $ 5.09 $ 7.30 93% 43% 0285706 Optional Base Group 06 SY $ 15.47 $ 23.76 $ 27.05 75% 14% 0334113 SuperPave Asphalt(Traffic C) TN $ 94.93 $ 98.16 $ 91.20 -4% -7% 0400 011 Con Class NS,Gravity Wall CY $ 627.07 $ 587.32 $ 784.88 25% 34% 041516 Reinf Steel-Miscellaneous LB $ 1.34 $ 1.79 $ 4.00 199% 123% 0425 1354 Inlets,Curb,Type P-5,<10' EA $4,993.87 $ 5,082.59 $ 5,858.53 17% 15% 0425 2 61 Manholes,P-8,<10' EA $4,270.80 $ 4,304.78 $ 4,855.92 14% 13% 0430175118 Pipe Culv,Opt Matl,Round,18" LF $ 66.55 $ 78.38 $ 94.25 42% 20% 0430175124 Pipe Culv,Opt Matl,Round,24" LF $ 77.63 $ 92.03 $ 107.55 39% 17% 0430175130 Pipe Culv,Opt Matl,Round,30" LF $ 105.29 $ 112.08 $ 127.28 21% 14% 0430175136 Pipe Culv,Opt Matl,Round,36" LF $ 128.33 $ 136.64 $ 142.86 11% 5% 0430175142 Pipe Culv,Opt Matl,Round,42" LF $ 160.76 $ 158.78 $ 181.29 13% 14% _ 0430175148 Pipe Culv,Opt Matl,Round,48" LF $ 216.87 $ 191.72 $ 190.07 -12% -1% 0430175154 Pipe Culv,Opt Matl,Round,54" LF $ 264.94 $ 428.92 $ 479.66 81% 12% 0430175160 Pipe Culv,Opt Matl,Round,60" LF $ 341.80 $ 352.52 $ 439.36 29% 25% 0520 110 Concrete Curb&Gutter,Type F LF $ 23.72 $ 24.84 $ 26.57 12% 7% Median 23% 14% May 2021 Page 1511 of 1884 • EXHIBIT C Historical Consuiner Rice Index Comparison for Rotation West Avenue 141 NM SSW• 36361 11% mof 1.u) 77715 1.1% 1666 7,96 NI NI NI IM 113 Na • ins 2020 157.97 6 211 3511 61916 151.11 5.87% 156.9 435% 15639 6.79 ]Slap 52616 159.10 53616 359.92 3115 160.1 6I6% 160.39 556% 191420% 0 3.615111 539% iri9 Last 6196 19.1 6x96 nue 1.)s 191.93 too nem 21033Oalso I5 6 % 792 6W arm urea 1913 396 1577 L51i Alp 24797 6661 24339 mini 14935 66916 1770.55 19.89 151.11 S1411 310 base anro Ilio moo aro or.s. LII man 3931 aom man man tom Asa Iso 33161 3444 ansa 1651 um mora 4651 x611 Loa 1016 116.91 2.1411 161.35 1.606 14143 31011 2.01 3006 1911 >!Vl LLL 129639611 1411 1! Hie MS 1703 1111 8W 4w slam 219% 11170 9.61 UM 2. 2705 2$ 170.51 wan OW L. 1P3 396. 1016 21.2 622% 136.78 60916 11619 1L21 461 21795 4376 1188.43 32616 161 16636 7.111 3.77 MIN MS4 YR 13316 UM M. 7 MS 33911 7-196 13. 7.1.11 MIS 7977 1316 01. MO, 1.177 12116 0196 31.3 39678 2012 12697 71. 22766 71916 22919 7906 236 l 6.106 270Y 6706 13161 7.25% I3132 66211 229.60 ll 630% kat nom 678 '33596' Pam 1.0151161 U. 3053 25)2 1163 >aC 1101 ILS 0 DLO 1116 ILII laL IN I24m 610. 1010 116.36 21 Ira 21106 5.1146 • 210 11)36 6961•-roy INA ran 1516 1131 MY 11.11 1610- 119,11 [1111 1613 IVY IPM 5111 11331 1110 1418 7.1111 2111 7496 1110 1077. 13434 1M4 11131 11336 106915 11169 10.306 .153 10.16 2 14112 16116 2033 11.16 1332 11.5 6 159.% 20.0578 1)06 1616% 2007 1092 996 1110 91916 1633 106® . 37095 MS )44 %0 116 11696 121136 MO 1006 1001% 1131 1.03.3 10.14 l>• 1 014 .1. 10130 1115Y 1111.! LOS 2.90 51.01 1. 10136 9301 2011 9.59% O ICA 1961 19177 )696 1836 mos 113 213% ]Y% 1810 lm 1 0.45% 203.50 i3960. 1x13 WM 396 Mal Mil Ism 1961 1!C LAS M. Lois ID. 1620 5.216 186. 59. 0730 6.3616 1110 16 616 190 7911 15090 7.06 IMO 6.16 1® MA 110% 0 16 14 MS 1111 7# ISH MIS Mb tame CM M.IN 614 1.10 1.111 /001 2360 1115 1314 Sas 141 IS 1232 0.3 1136 211 1630 27916 21993 71116 110.90 20% 17933 71/16. 131 masa a.m. ono 510 SAI 77513 I>• 11110 1.1 17736 2796 VIM KOS 1.10 1.1011 13103 ILES SP.I &VS 1496 111.10 LS% 1303 16.1 6101 16336 391 17120 736% 17110 631 171.50 7.1SR 172. 7951 11213 7.606 1773 7.6616 173.70 1.70% IN DO 1671 1.16 7901 1761 ran 7.896 131 1610 .361 1400 Iona 1911 193 mom 1116 tom 1996 If) 3917 203 1991 16.0 16390 61.A 26250 16293 1.20 161.3 MAO 121550 15403 16403 161.20 PP IRMO too Moo ICA WI 19111 11006 1411 !13 tam 1190 1916 bw! 6101 • • Page 1512 of 1884 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Construction Inflation Analysis for NATIONAL DATA 5-20-2021 Prepared by: Edward R Zarenski Construction Analytics This Construction Analytics 2021 Construction Inflation Report is meant to accompany the complete Construction Analytics 2021 Construction Economic Forecast PREFACE The level of construction activity has a direct influence on labor and material demand and margins and therefore on construction inflation. Only twice in 50 years have we experienced construction cost deflation, 2009 and 2010. That was at a time when business volume was down 33% and jobs were down 30%. In 2020,volume dropped 8% from February to May and we gained half that back by December. Jobs dropped 14%', 1,000,000+jobs, in two months! Now volume is still down 4%and jobs are down 2% from Feb peak. We gained back 850,000 jobs. But also, we gained back more jobs than volume. That means it now takes more jobs to put-in-pace volume of work. That increases inflation. Typically,when work volume decreases,the bidding environment gets more competitive. We can always expect some margin decline when there are fewer nonresidential projects to bid on, which usually results in sharper pencils (lower bids). However, if materials shortages develop or productivity declines,that could cause inflation to increase. We can expect cost increases due to material prices, labor cost, lost productivity,project time extensions or potential overtime to meet a fixed end-date. But 30 years of data shows rarely has there been any substantial increase in inflation when construction spending is headed down. Downward pressure on spending will temper cost inflation. COST INDICES General construction cost indices and Input price indices that do not track whole building final cost do not capture the full cost of inflation on construction projects. Selling Price is whole building actual final cost. Selling price indices track the final cost of construction, which includes, in addition to costs of labor and materials and sales/use taxes, general contractor and sub-contractor margins or overhead and profit. Page 1513 of 1884 EDZARENSKI.COM 1 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 When construction activity is increasing,total construction costs typically increase more rapidly than the net cost of labor and materials. In active markets overhead and profit margins increase in response to increased demand. These costs are captured only in Selling Price, or final cost indices. Consumer Price Index (CPI),tracks changes in the prices paid by consumers for a representative basket of goods and services, including food,transportation, medical care, apparel,recreation, housing. This index.in not related at all to construction and should not be used to adjust construction pricing. Producer Price Index (PPI) for Construction Inputs is an example of a commonly referenced construction cost index that does not represent whole building costs. Engineering News Record Building Cost Index(ENRBCI) and RSMeans Cost Index are examples of commonly used indices that do not capture whole building cost. Construction Analytics Building Cost Index,Turner Building Cost Index,Rider Levett Bucknall Cost Index and Mortenson Cost Index are all examples of whole building cost indices that measure final selling price(for nonresidential buildings only). HISTORY Post Great Recession,2011-2020,average nonresidential buildings inflation is 3.7%. In 2020 it dropped to 2.4%,but for the six years 2014-2019 it averaged 4.4%. Residential cost inflation for 2020 reached 5.4%. It has averaged over 5% for the last 8 years. The 30-year average inflation rate for nonresidential buildings is 3.5%and for residential it's 4%. • Long-term construction cost inflation is normally about double consumer price index(CPI). • Average long-term(30 years)nonresidential construction cost inflation is 3.5%. • Average long-term nonres buildings inflation excluding 2009-2010 recession years is 4.0%. • In times of rapid construction spending growth, nonresidential construction annual inflation averages about 8%. Residential has gone as high as 10%. • Nonresidential buildings inflation has average 3.7% since the recession bottom in 2011. Six year 2014-2019 average is 4.4%. • Residential buildings inflation reached a post-recession high of 8.0% in 2013 but dropped to 3.5% in 2015. It has averaged 5.2% for 8 years 2013-2020. • Although inflation is affected by labor and material costs, a large part of the change in inflation is due to change in contractors/supplier margins. • When construction volume increases rapidly,margins increase rapidly. Nonresidential buildings inflation, after hitting 5.3% in 2018 and 4.8% in 2019,fell to 2.4% in 2020, lower than the 4.5%average for the previous four years. Nonresidential buildings spending has not kept up with inflation since 2016. Spending needs to grow at a minimum of inflation, otherwise volume is declining. Volume has declined 7% since 2016. Nonbuilding Infrastructure inflation,from 2013 to 2017 averaged less than 1%,but then jumped to 5% in 2018 and 2019. 2020 inflation fell to 2.5%. Spending dropped-5% in 2017 and that has kept volume flat for the past 5 years. Volume has declined-2%since 2015. Page 1514 of 1884 EDZARENSKI.COM 2 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Residential construction inflation in 2019 was only 3.4%. However,the average inflation for six years from 2013 to 2018 was 5.5%. It peaked at 8% in 2013 but dropped to 4.3% in 2018 and only 3.4% in 2019. Residential construction volume dropped-5.5% in 2019, the largest volume decline in 10 years. Then volume increased 6.4% in 2020. Producer Price Index(PPI)Material Inputs (which exclude labor) to new construction increased +4% in 2018 after a downward trend from+5% in 2011 led to decreased cost of-3% in 2015, the only negative cost for inputs in the past 20 years. Input costs to nonresidential structures in 2017-2018 average+4.3%, the highest in seven years. Infrastructure and industrial inputs were the highest, near 5%. 2020 PERFORMANCE Even though material input costs were up for 2020, nonresidential inflation in 2020 remained low, probably influenced by a reduction in margins due to the decline in new nonresidential buildings construction starts(-22%),which is a decline in new work to bid on. A 22%drop in new nonresidential buildings starts within one year equals a loss of$100 billion of work that would have occurred over the next 2-4 years.Nonbuilding starts were down 13%, equivalent to a loss of$45 billion in new work that would likely have been spread over 2-5 years. Residential increased starts in 2020 that added about$45 billion in new spending. Nonresidential buildings inflation for 2020 dropped to 2.4%, the first time in 7 years below 4%. Spending fell only 2.0% but after accounting for inflation,volume decreased-4.4%. Nonbuilding Infrastructure inflation for 2020 dropped to 2.5% after two years at 5%.Average public infrastructure inflation since 2011 is only 2.8%/yr. 2020 spending increased 2.8%. After accounting for inflation,volume increased 0.3%. Residential inflation averaged 5.4% for 2020. Remarkably,spending increased 12.2% and 2020 volume was up 6.4%. Volume=spending minus inflation. Residential business volume dropped 12% from the January 2020 peak to the May bottom,but has since recovered 22% and now stands at a post Great Recession high, 10% above one year ago. Nonresidential business volume dropped 5%from the February 2020 peak,but that's not the bottom. Volume has since dropped 11 out of 12 months and in now down 12% from the January 2020 peak. CURRENT INPUTS The U.S. Census Single-Family house New Construction Index is up 7% from March 2020 to March 2021. The rate of growth in this index is increasing, up 3.5% for the last 3 months. https://www.census.gov/construction/nrs/pdf/price uc.pdf Page 1515 of 1884 EDZARENSKI.COM 3 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 For the year 2020,Residential Building Materials Inputs are up 6.2%. See PPI charts. By far, sharply higher lumber prices have added more than any other input to the price of an average new single-family home. https://www.census.gov/construction/nrs/pdf/price uc.pdf Although residential spending remains near this high level for the next year,volume after inflation begins to drop by midyear. For the year 2020, Residential building materials inputs are up 6.7%. See PPI charts. Sharply higher lumber prices added to inflation. Residential inflation averaged 5.4% for 2020. The 2020 year-end Producer Price Index tables published by AGC https://www.agc.org/sites/default/files/PPI%20Tables%20202012.pdf shows input costs to nonresidential buildings up about 3.5%to 4.5%for 2020,but final costs of contractors and buildings is up only 1%to 2%. This could be an indication that, although input costs are up, final costs are depressed due to lower margins,the effect of fewer projects to bid on creating a tighter new work available environment,which generally leads to a more competitive bidding environment. This could reverse in 2021 as the volume of work to bid on in most markets begins to increase. As of March 2021,PPI for materials inputs to construction is up 12% to 14% yoy,measured to last March before the bottom dropped out. The PPI Buildings Cost Index for final cost to owner is up only 2%. Construction inflation is very different right now for subcontractors vs general contractor/CM. https://www.agc.org/learn/construction-data The Turner Construction Cost Index for 2020 is up 1.84% from 2019. Q1 2021 is up 0.1% from Q4 2020 but down-1.5% from Q1 2020. http://turnerconstruction.com/cost-index The Rider Levitt Bucknall nonresidential buildings index average index for 2020 is up 3.5% from the average 2019 index. The current Q1 2021 index is up 1%from Q4 2020 and up 1.8% from Q1 2020. https://www.rlb.com/americas/insight/r1b-construction-cost-report-north-america-i 1-2021/ R.S.Means quarterly cost index of some materials for the 4th quarter 2020 compared to Q1 2020: Ready-Mix Concrete -1.8%,Brick+10%, Steel Items-1%to -5%,Framing Lumber+32%,Plywood +8%, Roof Membrane+5%, Insulating Glass+12%, Drywall +3%, Metal Studs+23%, Plumbing Pipe and Fixtures +1%, Sheet Metal+20%. PPI cost index of some materials for April 2021 compared to April 2020: Ready-Mix Concrete +2%, Brick and Block+4.2%, Steel Pipe and Tube+24%, Fabricated Structural Metal+8.3%Lumber and Plywood+85%, Glass+4%,Drywall+12%, Sheet Metal+12% Copper and Brass Mill Shapes+49%, Aluminum Mill Shapes+20%,#2 Diesel Fuel+126%. Page 1516 of 1884 EDZARENSKI.COM 4 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Steel Prices at mill in the U.S. are up 60%to 100%in the last 6 months. All prices are 50%to 75% higher than Feb 2020. http://steelbenchmarker.com/files/historv.pdf. This is mill price of steel which is about 25% of the price of steel installed. What affect might a steel cost increase have on a building project? It will affect the cost of structural shapes, steel joists, reinforcing steel, metal deck, stairs and rails,metal panels, metal ceilings,wall studs,door frames, canopies, steel duct, steel pipe and conduit, pumps, electrical cabinets and furniture, and I'm sure more. Assuming a typical structural steel building with some metal panel exterior, steel pan stairs,metal deck floors, steel doors and frames and steel studs in walls, then all steel material installed represents about 14%to 16%of total building cost. Structural Steel only, installed, is about 9%to 10% of total building cost,but applies to only 60%market share being steel buildings. The other 6%of total steel cost applies to all buildings. https://www.thefabricator.com/thefabricator/blog/metalsmaterials/steel-prices-reach-levels- not-seen-since-2008 At these prices, if fully passed down to the owner,this adds about 1.5%-2%to building cost inflation. With demand in decline for nonresidential buildings,I would expect to see some or all these material price increases recede throughout 2021. • FUTURE FORECAST Almost every construction market has a weaker spending outlook in 2021 than in 2020,because approximately 50% of spending in 2021 is generated from 2020 starts, and 2020 nonresidential starts range down 10%to 25%, several markets down 40%.Nonresidential buildings starts fell 22% in 2020, but will increase 4% in 2021.Nonbuilding starts were down 15%,but will increase 10% in 2021. Residential starts were up 6% in 2020 and will increase 10% in 2021. Volume drops another 5% in 2021, all nonresidential, and then another 3% in 2022. Constant $= Spending minus inflation = Volume Construction Spending by Sector Spending Annual Rate in CONSTANT 2019$($bil) 640 600. 560 Residential 520 480 440 Nonresidential Buildings 400 360 J 320 280 Nonbuildk► o. 240 trifrastrurture ema.enski_mn+ 200 r.... ..... ..... .... ..... .. .. ... . .....l ...i.....i..... .... .... .... ,.... ..... Page 1517 of 1884 EDZARENSKI.COM 5 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Many projects under construction had been halted for some period of time and many experienced at least short-term disruption. The delays may add either several weeks to perhaps a month or two to the overall schedule,in which case,not only does labor cost go up but also management cost goes up, or it could add overtime costs to meet a fixed end-date. Some of these project costs have yet to occur as most would be expected to add onto the end of the project. Some projects that were put on hold(nonresidential buildings starts in 2020 dropped 24%)just prior to bidding in 2020 may now re-enter the bidding environment. The rate at which these projects come back on-line could impact the bidding environment. If several months-worth of projects that delayed bidding last year all come onto the market at once,or even in a more compressed time span than normal,the market could be flooded with work and bidding contractors have more choice, can bid more projects than normal and could potentially raise margins in some bids. This would have an inflationary effect. Even with 4% growth in new starts,that comes after a 22%drop in 2020, so remains still 18%below 2019. Total volume of work is declining and new projects available out to bid is still depressed, so pressure on margins still exists. I expect non-residential buildings inflation in 2021 to range between 3.2% to 3:5%,with potential to be held lower.Expect residential inflation of 7%to 8% with potential to push slightly higher. Nonresidential inflation, after hitting 5%in both 2018 and 2019,and after holding above 4% for the six years 2014-2019,increased only 2.4% in 2020. Forecast is 3.2%for 2021 and increasing to 3.7%for the next few years. Forecast residential inflation is 7%for 2020 and 3.8%for the several years. It was only 3.4% for 2019 but averaged 5.5%/yr since 2013 and returned to 5.4% in 2020. Construction Analytics Building Cost Index Construction Analytics Building Cost Index - Construction Inflation 120 All Index values set to 2019=100 11155 _Nonresidential Bldgs 110 105 -Nonbuldhnginfra - 100 95 -RPeirb.ntia! - iy Nonbuildin: Infra 90 85 80 Nonres BId: - 75 70 esidentiaf 65 edzarenski.com dsh °°bg eee Q>'s, ~ti °ti3 °tib °tihe °tip °� °ti� °ti° °titie Subcontractor costs, such as for steel or lumber,could range much higher due to huge material cost increases. All the downward pressure on nonresidential inflation is on margins. There is currently 20% less nonresidential buildings work to bid on than in Q1 2020. Page 1518 of 1884 EDZARENSKI.COM 6 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 Notice in this next plot how index growth for ENR BCI and RSMeans, both input indices, is much less than for all other selling price final cost indices. From 2010 to 2020, Construction Analytics total final cost inflation is 103/71 = 1.45 =+45%. Input cost indices total inflation over the same period is only 103/79= 1.30=+30%, missing a big portion of the cost growth over time. Nonresidential Buildings Selling Price Indices vs Input Indices Construction Building Cost Indices 110 Base Year 2019=100 Construction Analytics 105 •=nota final cost index 100 data as of Q4 2020 *ENR BCI s do 95 *RSMeans----......,.. OP di • IIIIII.CanstrAna lytics 85 - r ••' Turner 80 I t/ _.r z Mortenson - .RLB Mortenson 70 I RIB - RS Means T Turner for Nonresidential Buildings only - ENR BCI so I Several Nonresidential Buildings Final Cost Indices averaged over 5%/yr in 2018 and 2019 and over 4%/yr from 2015 to 2019 averaging+25% inflation for 5 years. Input indices that do not track whole building cost averaged only 12% inflation for those five years,much less than final cost growth. t REFERENCE INFLATION INDICES ANNUAL ESCALATION PERCENT 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 NonRes Bldgs Final Cost National Avg Constr Analytics Nonresidential Bldgs 2.36% 2.52% 3.39% 4.01% 4.01% 4.08% 4.07% 5.34% 4.82% 2.43% Turner Index actual cost 1.63% 2.22% 4.10% 4.40% 4.57% 4.80% 5.01% 5.61% 5.43% 1.84% Rider Levett Bucknell Index Actual Cost 1.20% 1.82% 3.14% 4.23% 5.29% 5.45% 4.58% 4.56% 5.51% 3.53% iMortenson avg 6 cities nonresbldg 5.21% 2.97% 2.88% 3.74% 2.70% 3.51% 3.39% 7.38% 2.21% 1.90% PP1 AVG 4 NONRES BLDGS 2.41% 327% 1.70% 3.02% 1.82% 1.16% 2.16% 4.05% 5.04% 1.04% PPI AVG 4 TRADES NONRES BLDGS 1.74% 2.21% 1.65% 2.61% 2.17% 1.68% 2.29% 3.96% 4.95% 1.19% R S Means+Margin 3.00% 3.01% 4.66% 4.15% 3.60% 3.29% 3.90% 5.69% 5.56% 3.77% ENRBCI+Margin 2.38% 3.50% 327% 4.40% 5.36% 5.08% 4.16% 4.56% 3.31% 2.48% Nonres Bldgs Inputs Indices RS Means Index Inputs . : 4.20% 1.78% 3.39% 1.84% 0.63% 0.53% 3.04% 4.35% 4.17% 3.79% ENR BCI Index Inputs : 3.58% 2.27% 2.01% 2.08% 2.39% 2.32% 3.29% 3.22% 1.93% 2.50% PPI Inputs to NONRES BLDGS 7.90% 1.67% 0.64% 0.82% .4.58% -1.69% 3.93% 6.91% 4.20% 3.70% Residential Final Cost -1.31% 1.15% 7.99% 6.34% 3.53% 5.16% 5.75% 4.29% 3.39% 5.41% US Cen Bur NEW Homes Lasperyes . 1.04% 1.03% 6.50% 6.11% 2.52% 5.09% 5.09% 3.49% 3.15% 4.02% S&P/Case Shiller HomePrlce NATIONAL -3.75% 1.29% 9.61% 6.58% 4.59% 5.23% 6.43% 5.10% 3.62% 6.80% •Alt data updated to O1 2021,where available f edzare*st L om Ma'Witeta As noted previously, some reliable nonresidential selling price indexes have been over 4%since 2014. Page 1519 of 1884 EDZARENSKI.COM 7 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 In the following plot, Construction Analytics Building Cost Index annual percent change for nonresidential buildings is plotted as a line against a bar chart of the range of all other nonresidential building inflation indices. Bars represent the predicted range of inflation from various sources with the solid line showing the composite final cost inflation. The low end of the predicted range is almost always established by input costs(ENR BCI is plotted),while the upper end of the range and the actual cost are established by selling price indices. Then inflation indices are compared to a plot of construction spending. Periods of rapid expansion in spending correlate with periods of high inflation. Construction Analytics Nonresidential Buildings Cost Index vs Range of Input Indices Conshuchon Spending S&Kion Current vs Constant 2019$ Nonresidential Buildings Only am ;;ao sbi Unsavu 2018$ 402 300 Spending in Current 203 100 1 I I i { U edzartma tan r r r r r r r r r r rs r r r �r r r i t r r r ` fi g 01 . 1 � h) tq 1 � t J S I i donstruction inflation Nonresidential likings Only 1200% 1aao _ _ 8.00% 0.00% !P 4.00% - p_. tip.-1 �,,f 2.00% �U -2-1111111.• o,1� I ?�$ 0.00% :1 d ' �1 -20(04 r. -O ga ,e=bar:= ci.Uaange -8m _. �"�_ • ._ redrme=feet I edtartnski.can! Nti'P •ii55 e „fs,c) e Non-building infrastructure indices are so unique to the type of work that individual specific infrastructure indices must be used to adjust cost of work. The FHWA highway index increased 17% from 2010 to 2014, stayed flat from 2015-2017, then increased 15% in 2018-2019. The IHS Pipeline and LNG indices increased 4%in 2019 but are still down 18%since 2014. Coal,gas, and wind power generation indices have gone up only 5%total since 2014. Refineries and petrochemical facilities Page 1520 of 1884 EDZARENSKI.COM 8 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 dropped 10% from 2014 to 2016 but regained all of that by 2019. BurRec inflation for pumping plants and pipelines has averaged 2.5%/yr since 2011 and 3%/yr the last 3 years. This link refers to Infrastructure indices. Volume of Work and Jobs To differentiate between Revenue and Volume you must use actual final cost indices, otherwise known as selling price indices,to properly adjust the cost of construction over time. When we see spending increasing at less than the rate of inflation, real work volume is declining. For example,with construction inflation at 3% annually,a nonresidential building spending decline of-2% in 2020 would reflect a work volume decline of-5%. The extent of volume declines would impact the jobs situation. Residential construction volume dropped 12% from the January 2020 peak to the May bottom,but has since recovered 22%and now stands at a post Great Recession high, 10% above one year ago. Although residential spending remains near this high level for the next year,volume begins to drop by midyear. Nonresidential volume has been slowly declining and is now down 10%from one year ago. By 3rd quarter 2021,nonresidential buildings volume is forecast down another 15% lower than December, or 25% below the Feb 2020 peak. This tracks right in line with the 22% decline in new construction starts in 2020. Most of the spending from those lost starts would have taken place in 2021, now showing up as a major decline in spending and work volume. Construction Jobs vs Construction Volume Growth Jan 2015 thru Jan 2022 40% baseline an 2011=0 JOS 25% ... - - - — ... VOLUME 15% job adjusted or h urs worked I I 5% vol me= spendinginu•inflation l 0% eizaren i.com yy N6 tib \tib �1 NA tito ti� yei ti°' ti0 NO ys ,yti yti qac+ V) �a� �o �a� �� a� �� Sac V) N. V) V) I'‘‘ While construction spending in 2021 is forecast up 4.6%U,after inflation construction volume is expected to decline 0.7%. Residential construction spending is forecast up 17%,volume up 9%+, but 2021 Page 1521 of 1884 EDZARENSKI.COM 9 EXHIBIT C NATIONAL CONSTRUCTION INFLATION REPORT 2021 nonresidential buildings spending is forecast down-7.7% leading to a decline in volume after inflation of-10.5%. Nonbuilding Infrastructure spending in 2021 declines -1.3%,volume drops-5%. Nonresidential buildings volume declines of 10%+project to a loss of over 250,000 jobs in 2021 and non-building infrastructure is projected to drop 70,000 jobs,but Residential could experience growth in 2021 of 250,000 jobs. Jobs are supported by growth in construction volume, spending minus inflation. This time next year, volume will be 5% lower than today, 10%below the Feb 2020 level. We will not see construction volume return to Feb 2020 level at any time in the next three years. A final word about terminology: Inflation vs Escalation. These two words, Inflation and Escalation, both refer to the change in cost over time. However, escalation is the term often used in a construction cost estimate to represent anticipated future change,while more often the record of past cost changes is referred to as inflation. This graphic might represent how most owners and estimators reference these two terms. Today . Inflation _ - � -+ _- Aetna . - - Escalation. "'p -os_.. r_..r Anticipated • This link points to comprehensive coverage of the topic inflation and is recommended reading. Click Here for Link to a 20-near Table of 25 Indices Construction Analytics 2021 Construction Economic Forecast is here Page 1522 of 1884 EDZARENSKI.COM 10 THIS PAGE INTENTIONALLY LEFT BLANK