Resolution 2023-32698 L
RESOLUTION NO. 2023-32698
A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING THE SANITARY
SEWER PUMP STATION #29 REHABILITATION RESILIENCY
IMPROVEMENT PROJECT, PURSUANT TO THE AGREEMENT UNDER
REQUEST FOR PROPOSALS (RFQ) 2022-122-ND FOR ENGINEERING
SERVICES FOR WATER AND WASTEWATER SYSTEM
PROJECTS BETWEEN THE CITY AND CHA CONSULTING, INC
(FORMERLY A&P CONSULTING TRANSPORTATION ENGINEERS
CORP.); AND AUTHORIZING A WORK ORDER FOR DESIGN AND
POST DESIGN SERVICES''INCLUDING: (1) DESIGN OF HARDENING
AND FLOODING PROOFING OF THE PUMP STATION AND PUMP
STATION BUILDING; (2)* DESIGN OF THE REPLACEMENT OF AGING
PIPE, PUMP, VALVE, AND RELATED INFRASTRUCTURE; (3)
EVALUATION AND DESIGN OF STRUCTURAL AND ELECTRICAL
COMPONENTS RELATED TO HARDENING; (4) SURVEYING
SERVICES IN THE AMOUNT NOT TO EXCEED $568,475.51
PERFORMED BY CHA CONSULTING, INC., G&G ENGINEERING, INC.,
AND BENNY SUAREZ SURVEYING, INC.
WHEREAS, on December 28, 2021, the City executed the $2,200,000 grant agreement
#10139 with the Florida Department of Economic Opportunity for the construction of hardening
and storm/water proofing of Sanitary Sewer Pump Station #29; and
WHEREAS, at its March 25, 2022 meeting, the City Commission awarded and authorized
the execution of the Agreement with CHA Consulting, Inc. (Formerly A&P Consulting
Transportation Engineers, Corp.) for Engineering Services for Water and Wastewater Projects
(RFQ) No. 2022-122-ND; and
WHEREAS, on February 8, 2023, the City and CHA Consulting, Inc. entered into an
Agreement for Engineering Services for Water and Wastewater Projects (RFQ) No. 2022-122-
ND, having an initial term of three (3) years, with two (2) one-year renewal terms; and
WHEREAS, on April 28, 2023, the City Commission approved item C2J, which included
the Assignment of the Agreement from A&P Consulting Transportation Engineers, Corp. to CHA
Consulting, Inc., thereby assigning the rights, titles, interest, and obligations of the Agreement
(RFQ) No. 2022-122-ND from A&P Consulting Transportation Engineers, Corp. to CHA
Consulting, Inc; and
WHEREAS, the City's existing infrastructure is aging and requires rehabilitation; and
WHEREAS, the City's existing infrastructure is subject to corrosive environments and
needs to be hardened and water- and storm-proofed to extend its useful life; and
WHEREAS, the Sanitary Sewer Pump Station #29 is a critical asset of the City's
wastewater infrastructure; and
WHEREAS, the Administration seeks the authorization to execute a work order with CHA
Consulting, Inc. for design and post design services including: (1) design of hardening and
flooding proofing of the pump station and pump station building; (2) design of the
replacement of aging pipe, pump, valve, and related infrastructure; (3) evaluation and
design of structural and electrical components related to hardening; (4) surveying
services in the amount not to exceed $568,475.51 performed by CHA Consulting, Inc.,
G&G Engineering, Inc., and Benny Suarez Surveying, Inc.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA that the Mayor and City Commission
hereby approve the Sanitary Sewer Pump Station #29 Rehabilitation Resiliency
Improvement project, pursuant to the agreement under Request for Proposals (RFQ)
2022-122-ND for Engineering Services for Water and Wastewater System Projects
between the City and CHA Consulting, Inc (formerly A&P Consulting Transportation
Engineers Corp.); and authorize a work order for design and post design services
including: (1) design of hardening and flooding proofing of the pump station and pump
station building; (2) design of the replacement of aging pipe, pump, valve, and related
infrastructure; (3) evaluation and design of structural and electrical components related to
hardening; (4) surveying services in the amount not to exceed $568,475.51 performed by
CHA Consulting, Inc., G&G Engineering, Inc., and Benny Suarez Surveying, Inc.
PASSED AND ADOPTED this a0 day of �u/ 2023.
ATTEST:
RAFAEL E. RANADO, I Y CLERK , DAN GELBER, MAYOR
B ! APPROVED AS TO
c'S'''% FORM & LANGUAGE
'° & FOR EXECUTION
`Iti[ORP ORATED!
City Attorney Piz? Date
Resolutions-C7 U
MIAMI BEACH
COMMISSION MEMORANDUM
TO: Honorable Mayor and Members of the City Commission
FROM: Alina T. Hudak, City Manager
DATE: July 26, 2023
SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY
OF MIAMI BEACH, FLORIDA, APPROVING FOR THE SANITARY SEWER
PUMP STATION NO. 29 REHABILITATION RESILIENCY IMPROVEMENT
PROJECT, PURSUANT TO THE AGREEMENT REQUEST FOR
PROPOSALS (RFQ) 2022-122-ND FOR ENGINEERING SERVICES FOR
WATER AND WASTEWATER SYSTEM PROJECTS BETWEEN THE CITY
AND CHA CONSULTING, INC (FORMERLY A&P CONSULTING
TRANSPORTATION ENGINEERS CORP.) AND AUTHORIZING A TASK
ORDER TO COMPLETE THE ENGINEERING AND CONSULTING
SERVICES REQUIRED FOR THE DESIGN AND POST-DESIGN
SERVICES INCLUDING: (1) DESIGN OF HARDENING AND FLOOD
PROOFING OF THE PUMP STATION AND PUMP STATION BUILDING; (2)
DESIGN OF THE REPLACEMENT OF AGING PIPES, PUMPS, VALVES,
AND RELATED INFRASTRUCTURE; (3) EVALUATION AND DESIGN OF
STRUCTURAL AND ELECTRICAL COMPONENTS RELATED TO
HARDENING; (4) SURVEYING SERVICES IN THE AMOUNT NOT TO
EXCEED $568,475.51 PERFORMED BY CHA CONSULTING, INC., G&G
ENGINEERING, INC.,AND BENNY SUAREZ SURVEYING, INC.
RECOMMENDATION
The Administration recommends approving the engineering and consulting services for the
Sanitary Sewer Pump Station #29 Rehabilitation and Resiliency Improvement Project as
described in Work Order 1, a copy of which is attached. This scope seeks (1) to design the
hardening and flood proofing of the pump station and pump station building; (2) to design the
replacement of aging pipes, pumps, valves, and related infrastructure; (3) to evaluate and
design the structural and electrical components related to hardening; (4) and to perform
surveying services in the total amount not to exceed $568,475.51 performed by CHA
Consulting, INC., G&G Engineering, Inc., and Benny Suarez Surveying, Inc.
BACKGROUND/HISTORY
On December 28, 2021, the City executed grant agreement #I0139 with the Department of
Economic Opportunity for the construction, hardening, and storm/water proofing of Sanitary
Sewer Pump Station#29. The grant agreement is valued at$2,200,000.
Page 611 of 1588
On March 25, 2022, the Mayor and City Commission awarded and authorized the execution of
the Agreement with CHA Consulting, Inc. (Formerly A&P Consulting Transportation Engineers,
Corp.)for the Engineering Services for Water and Wastewater Projects (RFQ) No. 2022-122-
ND.
On February 8, 2023, the City and CHA Consulting, Inc. (Formerly A&P Consulting
Transportation Engineers, Corp.) entered into an Agreement for the Engineering Services for
Water and Wastewater Projects (RFQ) No. 2022-122-ND, having an initial term of three (3)
years,with two (2)one-year renewal terms.
On April 28, 2023, the City Commission approved item C2J, which included the Assignment of
the Agreement from A&P Consulting Transportation Engineers, Corp. to CHA Consulting, Inc.,
thereby assigning the rights,titles, interests, and obligations of the Agreement(RFQ) No. 2022-
122-ND from A&P Consulting Transportation Engineers, Corp.to CHA Consulting, Inc.
The tasks for Work Order 1 entail the design, permitting, and post permitting services for the
rehabilitation and resiliency of Sanitary Sewer Pump Station #29 which include water- and
storm-proofing the pump station, hardening the pump station building, and rehabilitating the
pipes, pumps, valves, and related infrastructure.
ANALYSIS
The Sanitary Sewer Pump Station#29 Rehabilitation and Resiliency Improvement Projects is a
priority wastewater management project in North Beach. The project intention is to design the
necessary improvements to rehabilitate the station, ensuring reliable and safe operation until
2045, in accordance with the City of Miami Beach Sewer System Master Plan. Additionally,
these improvements will harden the station with the primary objective of mitigating flooding and
water infiltration caused by intense rain events, high tides, and sea level rise. This pump station
is one of the largest in the City and is responsible for boosting flow from the north to the south to
transport sewage to Miami Dade County's Wastewater Treatment Plant. Additionally, the Public
Works Department is supported in the construction of hardening and resiliency improvements to
the pump station by a $2,200,000 grant agreement with the Department of Economic
Opportunity. This project will take the existing critical pump station and develop the changes to
ensure it performs as a resilient, reliable, and safe cornerstone of sanitary infrastructure for the
City of Miami Beach.
The City has conducted several City-wide studies to identify improvements needed throughout
the City's infrastructure: The City's 2019 Sewer Master Plan, completed by Hazen and Sawyer,
P.C., identified the need for Sanitary Sewer Pump Station #29 to undergo a Renewal and
Replacement (R&R) project to rehabilitate and replace existing infrastructure at the current
capacity. The subsequent R&R report noted that failure of this asset would have a high impact
and detailed the various inspections, observations, and recommended improvements.
Procurement Selection Process:
CHA Consulting, Inc. provided a proposal to conduct the preliminary data gathering/preparation,
design drawings and specification development, permitting, post-design support services under
executed agreement 2022-122-ND for Engineering Services for Water and Wastewater
System Projects. This Work Order 1 for design will (1) conduct necessary preliminary data
gathering, surveying, and initial engineering to verify utilities and confirm the accuracy of existing
Page 612 of 1588
information to determine if additional information is needed (2) prepare drawings and
specifications for the upgrades to Pump Station#29, which include all necessary information to
accommodate the proposed Civil, HVAC, Structural, Electrical, and Mechanical improvements
(3) develop the required permit application packages to obtain the permits/regulatory
approvals/reviews of DERM and Miami Beach Building Department, and (4) perform the post-
design and construction support services of preparing a conformed.set of drawings during the
bidding process, attend pre-bid meetings, respond timely to RFI's with necessary addenda
during the bidding and construction process, attend pre-construction meetings, review and
approval of shop drawings, and assist with project close-out and final certification.
Pursuant to the agreement request for proposals (RFQ) 2022-122-ND Engineering Services
for Water and Wastewater System Projects between the City and CHA Consulting, Inc. and
authorizing a task order to complete the engineering and consulting services required in the
lump sum amount of$568,475.51 performed by CHA Consulting, Inc.; and included in this lump
sum amount is the approval of Benny Suarez Surveying, Inc., as a subconsultant, to perform
specialized Surveying Services in the amount of $24,490.70; and also included in this lump
sum amount is the approval of G&G Engineering, Inc. as a subconsultant, to perform
specialized Mechanical and Plumbing Design Services in the amount of$70,394.96.
The Administration agrees with CHA Consulting, Inc.'s scope of work and is recommending to
the full Commission for approval.
SUPPORTING SURVEY DATA
Results from the 2022 Resident Survey related to the City's perception and satisfaction show
an overall approval of 67.4%and rated the City as a good place to live.
FINANCIAL INFORMATION
Account Code: 418-0815-061357-00-418-561-00-00-00-20619
The total project budget for design services is $568,475.51. This project will provide a cost
estimate for the proposed infrastructure improvements. The City has been awarded a total of
$2.2M in Community Development Block Grant Mitigation Program funds from the Department
of Economic Opportunity (DEO) for the construction of hardening and water- and storm-
proofing items.
This project is funded under the City's Five-Year Water'and Sewer Capital Improvement Plan
and the DEO Grant.
CONCLUSION •
Once completed,this project will extend the life of the Sanitary Sewer Pump Station#29, which
is one of the City's largest pump stations, boosting flow from the north to the south helping to
convey sewage to Miami Dade County's Wastewater Treatment Plant. This project will improve
the City's resiliency to climate change and sea level rise.
In order for the City to advance the improvements for the Sanitary Sewer Pump Station #29
Project, the Administration recommends that the Mayor and City Commission adopt the
Resolution approving the Task Order with CHA Consulting, Inc.
Applicable Area
Page613of1588
Middle Beach
Is this a "Residents Right Does this item utilize G.O.
to Know" item, pursuant to 1 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
Public Works
ATTACHMENTS:
Description
o Draft RESO
❑ PS 29 Rehab_CHA Proposal
Page 614 of 1588
RESOLUTION NO.
A.RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE
CITY OF MIAMI BEACH, FLORIDA, APPROVING FOR THE SANITARY
SEWER PUMP STATION #29 REHABILITATION RESILIENCY
IMPROVEMENT PROJECT, PURSUANT TO THE AGREEMENT
REQUEST FOR PROPOSALS(RFQ) 2022-122-ND FOR ENGINEERING
SERVICES FOR WATER AND WASTEWATER SYSTEM PRJECTS
BETWEEN THE CITY AND CHA CONSULTING, INC (FORMERLY A&P
CONSULTING TRANSPORTATION ENGINEERS CORP.) AND
AUTHORIZING A WORK ORDER TO COMPLETE THE ENGINEERING
AND CONSULTING SERVICES REQUIRED FOR THE DESIGN AND
POST DESIGN SERVICES INCLUDING: (1). DESIGN OF HARDENING
AND FLOODING PROOFING OF THE PUMP STATION AND PUMP
STATION BUILDING; (2) DESIGN OF THE REPLACEMENT OF AGING
PIPE, PUMP, VALVE, AND RELATED INFRASTRUCTURE; (3)
EVALUATION AND DESIGN OF STRUCTURAL AND ELECTRICAL
COMPONENTS RELATED TO HARDENING; (4) SURVEYING
SERVICES IN THE AMOUNT NOT TO EXCEED $568,475.51
PERFORMED BY CHA CONSULTING, INC., G&G ENGINEERING, INC.,
AND BENNY SUAREZ SURVEYING, INC.
WHEREAS, on December 28, 2021, the City executed the $2,200,000 grant agreement
#I0139 with the Department of Economic Opportunity for the construction of hardening and
storm/water proofing of Sanitary Sewer Pump Station#29.; and
WHEREAS, at its March 25, 2022 meeting,the City Commission awarded and authorized
the execution of the Agreement with CHA Consulting, Inc. (Formerly A&P Consulting
Transportation Engineers, Corp.)for the Engineering Services for Water and Wastewater Projects
(RFQ) No. 2022-122-ND; and
WHEREAS, at its.February 8, 2023 meeting, the City and CHA Consulting, Inc. (Formerly
A&P Consulting Transportation Engineers, Corp.)entered into an Agreement for the Engineering
Services for Water and Wastewater Projects (RFQ) No. 2022-122-ND, having an initial term of
three(3)years;with two (2)one-year renewal terms; and
WHEREAS, on April 28, 2023, the City Commission approved item C2J, which included
the Assignment of the Agreement from A&P Consulting Transportation Engineers, Corp. to CHA
Consulting, .Inc., thereby assigning the rights, titles, interest, and obligations of the Agreement
(.RFQ) No. 2022-122-ND from A&P Consulting Transportation Engineers, Corp.to CHA
Consulting, Inc; and
WHEREAS, the City's existing infrastructure is aging and requires rehabilitation; and
WHEREAS, the City's existing infrastructure is subject to corrosive environments and
needs to be hardened and water-and storm-proofed to extend its useful life; and
Page 615.of 1588
WHEREAS, the Sanitary Sewer Pump Station #29 is a critical asset of the City's
wastewater infrastructure.
NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY
COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA THAT THE MAYOR AND CITY •
COMMISSION HEREBY approving for the Sanitary Sewer Pump Station #29 Rehabilitation
Resiliency Improvement Project, pursuant to the agreement request for proposals (RFQ) 2022-
122-ND for Engineering Services for Water and Wastewater System Projects between the City
and CHA Consulting, Inc (Formerly A&P Consulting Transportation Engineers Corp.) and
authorizing a work order to complete the engineering and consulting services required for the
design and post-design services including: (1)design of hardening and flood proofing of the pump
station and pump station building; (2) design of the replacement of aging pipes, pumps, valves,
and related infrastructure;(3)evaluation and design of structural and electrical components related
to hardening; (4) surveying services in the amount not to exceed$568,475.51 performed by CHA
Consulting, Inc., G&G Engineering, Inc., and Benny Suarez Surveying, Inc.
•
Page 616 of 1588
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City of Miami Beach
Contract No. 22-122-02
ENGINEERING SERVICES FOR
WATER & WASTEWATER SYSTEMS PROJECTS
TWO No. 1: Rehabilitation of PS-29
Page 617 of 1588 A&P Engineers,A CHA Company
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April 24, 2023
Teresa Kaimrajh, PE
Planning and Design Manager
City of Miami Beach
Public Works Department / Infrastructure Division
1700 Convention Center Drive
Miami Beach, FL 33139
RE: Contract No. 22-122-02
Engineering Services for Water and Wastewater System Projects
Task Word Order No. 1 — Rehabilitation of PS 29
Dear Ms. Kaimrajh,
CHA (formerly ASP Consulting Transportation Engineers) is pleased to submit this fee proposal to
provide engineering services associated with the above referenced project. This proposal is based
on the on-site meeting held January 25th, 2023, between CHA and the City of Miami Beach.
Project Description: This project is located at Indian Creek and 63'° Street and consists of the
rehabilitation of PS 29 with several "in-kind" upgrade configurations, as well as analysis and design
of other necessary upgrades and hardening options. The project scope assigned to CHA includes
replacement and upgrade of a variety of civil, structural. HVAC, mechanical, and electrical
components identified as critical during several field meetings held with City staff.
Summary of Scope —The scope of work includes the following tasks:
1- Data Gathering/Preparation, Survey, and Initial Engineering
2- Contract Document Development
3- Permitting
4- Post Design and Construction Support Services
We trust this proposal meets with your satisfaction. If you have any questions, please do not hesitate
to contact me at 305-592-7283 ext 210. Thank you for considering CHA for your engineering
services. We look forward to receipt of a Task Order and working with the City of Miami Beach on
this important project.
Sincerely, ,
`
Arnelio Alf nso, P.E.
Project Team Leader
cc: Cristina Ortega: Andy Scales
8935 NW 35th Lane,Suite 200, Doral, FL 33172
305.592.7283 e www.chacompanies.com
Page 618 of 1588
ci IA
1 11
Project Background
Sewage Pump Station 29 (PS 29) is owned and operated by the City of Miami Beach. The station is
located at Indian Creek Dr and 63rC Street. Miami Beach, FL. PS 29 is composed of a dry well/wet
well lift station with three dry-pit pumps (125 HP), and three booster pumps (200 HP). PS 29 dry-pit
lift station collects flows from its own collection basin, while the booster pumps boost the flows from
several upstream pump stations (PS 19, 21, 22, 23, 24), as well as flows from Bay Harbour Islands,
Indian Creek Village, Surfside, and Bal Harbour.
The gravity influent to the structure comes from a 24-inch influent line that enters the wet well from
the west side. The dry-pit pumps then pump the gravity influent into the 30-inch discharge header.
The booster pumps are fed by a 36-inch suction header that enters the station from the north and
pumps to the same discharge header as the lift station. Wastewater from the booster/lift station is
pumped southward via a 30-inch force main, exiting the City system through the Miami-Dade Water
and Sewer Department (MDWASD) Meter No. M-29 and eventually discharging to the Central
District Wastewater Treatment Plant (CDWWTP).
According to the City of Miami Beach Sewer System Master Plan, dated October 2019. PS 29 is
listed as a "Medium Criticality" project, and a complete station rehabilitation is recommended to
ensure reliable operation until 2045.
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Page 619 of 1588 305.592.7283 . www.chacompanies.com
The City requested that CHA attend a field visit with pump station operations and maintenance staff
to determine the list of activities that would be covered under the scope of this rehabilitation project.
During this field visit, it was determined that several items could be rehabilitated with an "in-kind"
upgrade configuration, while other items involve hardening of the station to comply with flood and
storm requirements and sea level rise. The City also requested that the activities be broken down
into two sub-groups: those that fall within the scope of the Department of Economic Opportunity
(DEO) Grant No. 10139, and those that the City will perform outside of the grant. The DEO Grant No.
10139 is part of the Subrecipient Agreement entered into by the State of Florida. DEO. and the City
of Miami Beach to provide funding to support long-term disaster mitigation efforts and increase
critical infrastructure resilience. These are enumerated further in the following section.
Scope of Services
TASK 1 — Data Gathering/Preparation, Survey, and Initial Engineering
CHA will attend a Project Kickoff/ Preliminary Design meeting with the City prior to beginning work.
CHA will coordinate with the City to gather relevant as-builts and information on PS 29 and
surrounding site features. Utilities within and around pump station site will be verified to ensure no
impacts by the proposed work. CHA will also conduct site visits to further document elements of the
station to be upgraded/replaced, as well as confirm accuracy of record drawings and gather any
additional information needed. A boundary and topographic survey for the site will be completed that
will include the exterior site as well as all interior levels of the station.
CHA will prepare a brief Technical Memorandum detailing evaluations and proposed
upgrades/alternatives. CHA will then hold a workshop review meeting with the City to present the
proposed alternatives and ensure concurrence from the City.
Task 1 Deliverables:
1. Topographic Survey: One (1) digital copy, One (1) signed and sealed copy
2. Recommendations Technical Memorandum: One (1) digital copy
TASK 2 — Contract Document Development
Upon completion of Task 1, CHA will prepare drawings and specifications for the upgrades to PS
29. The drawings and specifications will include all necessary information to accommodate the
proposed improvements. A summary of the proposed activities is included below:
Tasks that Fall Under DEO Grant No. 10139 (as indicated in "Project Background")
Civil
• Verify Proper Site Grading and Drainage and design any necessary improvements
CI
Page 620 of 1588 I lir
• Verify elevations of following structures and features and confirm they are above BFE
Louvers
Generators
Electrical Control Panel
Access Hatches
Doors and Windows
• Design of hardening or flood proofing necessary for any of the above features that are below
BFE
• Modify layout of access driveway by adding additional driveway east of the hatches to provide
for easier maintenance access
• Design a fence / gate for perimeter of the site
HVAC
• Evaluate how proposed electrical design may impact HVAC system
• Design of new/replacement HVAC system for the station, ensuring necessary upgrades are
implemented, including but not limited to improvement of ventilation at the north end of the
lower level.
Structural
• Design of hatch replacement with watertight hatches
Electrical
• Design replacement of existing generator. Analyze whether a larger power rating can be
installed. Selection will be based on the following:
Proposed generator will be installed within existing generator room without modifying
room size
Existing 5000-gallon fuel tank will be used in order to not increase generator facility
footprint.
Analysis of whether larger rating is capable of operating station continuously for 72
hours on emergency power with at least two (2) 200 HP booster pumps and three (3)
125 HP dry-pit pumps running simultaneously.
• Verify if existing ATS can be kept in service.
Page 621 of 1588
Tasks that Fall Outside of DEO Grant No. 10139 (as indicated in "Project Background")
Civil
• Design a bypass system of the entire station to be used during construction and/or for
temporary repairs
Mechanical (see Exhibit A for additional detail regarding limits of Mechanical Work)
• Design replacement of all three booster pumps
• Design replacement of all three dry-pit pumps
Electrical motor on northernmost pump to remain
• Design replacement of suction and discharge piping for dry-pit pumps
Include plug valves to vertical section of discharge piping
• Design replacement of all valves in lower level of station
• Design replacement of all pipe supports (As needed, Contingency item)
• Design replacement of portion of south end suction line connected to actuated plug valve
• Design replacement of existing venturi magmeter with a meter size matching the existing
suction header pipe size
• Evaluate and indicate best means of rehabilitation of all existing pipe in the lower level
through sandblasting, recoating, etc.
• Design replacement of all piping within lower level (Contingency item)
If rehabilitation of piping is considered not desirable/feasible
Structural
• Evaluate condition of pump stands/pedestals/supports
• Design of new pedestals/stands for dry-pit pumps (As needed. Contingency Item)
Electrical
• Design connection of new flowmeter to SCADA
Page 622 of 1588 I \
Below is a preliminary drawing list. These are subject to change as the design of the project
progresses and determined as necessary.
Sheet No. Drawing No. Title
General
1 G-1 Cover Sheet and Location Map
2 G-2 Drawing Index and Abbreviations
3 G-3 General and Regulatory Notes/Scope of Work
4 G-4 Surveyors Notes and Location Map
5 G-5 Boundary and Topographic Survey I
6 G-6 Boundary and Topographic Survey II
7 G-7 Existing Pump Station Floor Plan
8 G-8 Existing Section View
Civil
9 C-1 Civil Notes and Legend
10 C-2 Site Preparation/Demolition
11 C-3 Proposed Site Layout Plan
12 C-4 Paving, Grading, and Drainage Plan
13 C-5 Bypass Pumping Plan and Details
14 C-6 Civil Details I
Structural
15 S-1 Structural General Notes
16 S-2 Structural Demolition Plan and Sections
17 S-3 Structural Modifications - Lower Plan
18 S-4 Structural Modifications -Top Plan
19 S-5 Structural Modifications- Sections
20 S-6 Structural Modifications- Details
21 S-7 Generator Slab
22 S-8 Structural Details I
HVAC
23 H-1 HVAC Abbreviations and Legend
24 H-2 HVAC General Notes
25 H-3 HVAC Equipment Schedules
26 H-4 HVAC Demolition - Lower Plan
27 H-5 HVAC Demolition -Top Plan
28 H-6 HVAC Plan - Lower Plan
29 H-7 HVAC Plan -Top Plan
Mechanical
30 M-1 Mechanical General Notes, Legend, and Equipment Table
31 M-2 Mechanical Demolition - Lower Plan
32 M-3 Mechanical Demolition -Top Plan
33 M-4 Mechanical Demolition - Sections
34 M-5 Mechanical Modifications- Lower Plan
Page 623 of 1588 CI IA
35 M-6 Mechanical Modifications-Top Plan
36 M-7 Mechanical Modifications- Sections
37 M-8 EPO Modification Detail
38 M-9 Mechanical Details I
Electrical
39 E-1 Electrical Legend and Abbreviation
40 E-2 Electrical Symbols
41 E-3 Demolition One-Line Diagram
42 E-4 Electrical Demolition Plan
43 E-5 Electrical Site Plan
44 E-6 Pump Station Electrical Plan
45 E-7 Pump Station Power Plan
46 E-8 Pump Station Control Plan
47 E-9 Electrical Room Equipment Layout
48 E-10 Control Room Equipment Layout
49 E-11 Proposed Single Line Diagram
50 E-12 Electrical Schematics
51 E-13 Pump Control Panel Schematic Diagram
52 E-14 Pump Control Panel Miscellaneous 1-0 Signal Schedule
53 E-15 Pump Room Plan
54 E-16 Pump Station Grounding System Plan
55 E-17 Power Cable and Conduit Schedule
56 E-18 Control System Block Diagram
57 E-19 Control Cable and Conduit Schedule
58 E-20 Flow Meter Electrical Details
59 E-21 Electrical Details I
60 Y-1 Process and Instrumentation Symbols, Legend and Abbreviations
61 Y-2 Process and Instrumentation Diagram I
62 Y-5 Network Diagram
Task 2.1 — 60% Submittal Package
CHA will provide the City with a 60 percent complete set of construction documents and estimate of
probable cost for review and comment. CHA will attend one (1) meeting with City representatives to
receive their design input. It is anticipated that the City will complete its review of the 60 percent
construction documents within 10 working days of receipt of the submittal package.
Task 2.1 Deliverables:
1. Digital Delivery (PDF) of:
a. (1) electronic copy of 60% Submittal drawings and specifications
2. Optional at the request of the City:
• (5) hard copy sets of drawings
• (5) hard copy sets of specifications
3. 60 Percent Submittal Estimate of Probable Construction Cost: (1) electronic copy
4. 60 Percent Submittal meeting minutes: (1) electronic copy emailed to meeting participants
(914
Page 624 of 1588 ' L
Task 2.2 — 90% Submittal Package
Upon receipt of the 60 percent comments from the City, CHA will proceed with the preparation of
the 90 percent construction documents and estimate of probable construction cost. The 90 percent
documents will be submitted to the City for final review and comment. CHA will attend one (1)
meeting with City representatives to field any further questions related to design. It is anticipated the
City will complete review of the 90 percent construction documents within 10 working days of receipt
of the submittal package.
Task 2.2 Deliverables:
1. Digital Delivery (PDF) of:
a. (1) electronic copy of 90% Submittal drawings and specifications
2. Optional at the request of the City:
• (5) hard copy sets of drawings
• (5) hard copy sets of specifications
3. 90 Percent Submittal Estimate of Probable Construction Cost: (1) electronic copy
4. 90 Percent Submittal meeting minutes: (1) electronic copy emailed to meeting participants
Task 2.3 — Permit Package
After receipt and incorporation of the 90 percent comments, CHA will issue a permit set of
construction documents to start the permitting process, see Task 3.
Task 2.3 Deliverables:
1. Digital Delivery (PDF) of:
a. (1)electronic copy of Permit Set drawings and specifications for City Stamp with FOR
signature and seal.
Task 2.4— Bid Set
Upon receipt of all permit approvals, CHA will provide a final bid set of construction documents to be
utilized for bidding purposes. Under this task, all necessary administrative and managerial efforts
are included, such as communication and coordination with the various governmental agencies, City
representatives, and all other parties involved in the project.
Task 2.4 Deliverables:
1. Digital Delivery (PDF) of:
a. (1) electronic copy of Bid Set drawings and specifications
2. Optional at the request of the City:
• (5) hard copy sets of drawings
• (5) hard copy sets of specifications
TASK 3 — Permitting
CHA will develop the required permit application packages to obtain the following permits/regulatory
approvals/reviews:
• DERM (Sewer Main Extension)
• Miami Beach Building "Dry Run"
Page 625 of 1588 CI I \
DERM and Miami Beach Building permits will begin upon completion of the 90% design submittals.
Any permit comments will be addressed prior to generating the final Bid Set.
Although CHA will make every effort to submit in a timely manner to all permitting agencies, it is
recognized that review time is often beyond the Consultant's control. It is assumed that all permits
may be obtained from the applicable regulatory agencies within sixty (60) days of initial submittal.
The selected bidder shall utilize the approved permit plans to secure the construction permit from
the Building Department. The City shall be responsible for payment of any permitting fees not
specifically listed in the attached fee table and/or under the "Assumptions" heading.
TASK 4 — Post Design and Construction Support Services
• CHA will provide Conformed Set of drawings during the bidding process. if needed.
• CHA will attend one (1) pre-bid meeting.
• CHA will provide timely responses to RFIs from contractors during the bid process.
• CHA will provide any necessary addenda as a result of RFIs during the bid process.
• CHA will attend one (1) preconstruction meeting.
• CHA will review and approve shop drawings during construction.
• CHA will provide timely responses to RFIs during construction.
• CHA will assist with project close-out and final certification.
ASSUMPTIONS
This scope of services is based on the following assumptions:
1. Responses to various inquires shall be made based on the best available information
provided to cha at the time of the review.
2. If required, the City will provide any and all wastewater and hydraulic modeling required by
any permitting agency to assess the impacts of the proposed upgrades to PS 29.
3. The City will provide available information and record drawings for PS 29 in ACAD format,
as well as any other pertinent data requested by CHA.
4. The City acknowledges that CHA's scope is based on information made available at the time
of this Task Order and data gathered during site visits and meetings.
5. The City will provide all requested information within a reasonable timeframe. It is assumed
that all information provided by the CITY is complete and accurate.
6. Site visits in this task will require the presence of City personnel. Additionally, the City agrees
to work with CHA to ensure compliance with the proposed schedule.
7. Performance durations provided assume timely permit processing by regulatory agencies
having jurisdiction over the project. Delays in obtaining permits. beyond the control of CHA
may results in delays to the performance schedule for which CHA and its subcontractors
cannot be held liable.
8. Proposed regulatory agencies and required permits have been identified to the best of CHA's
knowledge. The City will pay all associated permit fees.
C' "
Page 626 of 1588 I IS
PROJECT SCHEDULE
CHA shall make every reasonable effort to deliver the work as specified in the Scope of Services
section contained herein, in accordance with the schedule outlined below. The schedule assumes
an NTP in April 2023.
Task Calendar Days after NTP
1 — Data Gathering and Preparation 75
2 — Contract Document Development
2.1 —60% Submittal 150
2.2 — 90% Submittal 180
2.3 — Permit Package 210
2.4 — Bid Set 280
3 — Permitting 270
4 — Post Design and Construction Support Services 755*
The project schedule is dependent upon prompt review and response by the City to all design
progress submittals. This schedule assumes a timely turnaround on all reviews by the City.
*The Calendar Days after NTP for Task 4 assume a 3-month procurement time, and 12 months
for construction. This is a tentative value and is subject to change.
Page 627 of 1588
FEE SCHEDULE
CHA will perform the services defined in this scope of services for a lump sum fee of$568,475.51.
1. Task 1 — Data Gathering/Preparation. Survey, and Initial Engineering shall be
billed as a Lump Sum Amount of $82,290.58.
2. Task 2.1 — 60% Design Submittal shall be billed as a Lump Sum Amount of
$113,020.04.
3. Task 2.2 — 90% Design Submittal shall be billed as a Lump Sum Amount of
$84,763.20.
4. Task 2.3 — Permit Package shall be billed as a Lump Sum Amount of $50,495.81.
5. Task 2.4 — Bid Set shall be billed as a Lump Sum Amount of $42,630.39.
6. Task 3 — Permitting shall be billed as Lump Sum Amount of $50,810.35.
7. Task 4 — Post Design and Construction Support Services shall be billed as Lump
Sum Amount of $74,465.14.
8. Dedicated Allowance shall total $70,000.00.
The breakdown of fees per task is attached in Appendices A, B, and C. The Dedicated Allowance
shall be utilized for additional design tasks required by the City, and its use shall require prior
approval from the City.
CHA will submit a monthly invoice to the City for a portion of the Lump Sum Amount. The portion
of the Lump Sum amount billed for CHA's services will be based upon CHA's estimate of the
proportion of the total services completed during the monthly billing period to the Lump Sum.
The City shall pay, no later than thirty days of receipt of an invoice prepared by CHA and submitted
to the City.
Submitted by:
CHA Consulting, I c.
Approved by:
City of Miami Beach
Page 628 of 1588 Ci
EXHIBIT A
DIAGRAM FOR MECHANICAL SCOPE OF WORK
Page 629 of 1588
, Y , Y Y Y Y
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> rww.. c�,� u NORM.r roa:iMP.r WI LAM
/ SR?cs.i" �.. .n.a a.r nrn Oro o RNo.R f ..•µ.,ws..
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ac
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M ,Roo ` �y1 ► a..>. PUMPS
,,I �u*1 tr..r.r .I r, 4 tn.,ar;:tinn 1M. - - i\!\.1t `-t. do 1,„•., ,
4
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•
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,....21:44.---1............?_,„....„..,..-........1.0.„4,...ar....
\ , ....
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�p ,E •mot,... v i ���
tov
" '".Y'r".a°"�""Y !Notes: a�. a.�,o..w.r....
x..rn
I All existing valves to be replaced in-kind .. .NN.
° ° -All existing pipe supports to be replaced ema.r w r..n...R.....u,
.o,a..1;i,Si away.
.COMO'O'MVO,m wr.r.
All existing piping to remain is to be sandblastedlrecoated • rm r r/,,;n ••CIS
X
It "'This diagram is not exhaustive,and is only meant to provide more
I
It detail as to limits of mechanical work to be performed under the RECORD DRAWING►, scope of this project. ,.N..O.1......n MAN...Mb0 MOD w•
A • P.E.N°411115
. _ aC w, .+w+. sum RE
. CAMP DSSER Ittl(E YENIC. :�•�•••'•�•• .`a".•
�� - - -•" PUMP STATION NO. 29 - 63RD STREET
w.•.o
! -_..kle - - MODIFICATIONS PLAN
?i OAS it. ORi"R1O1 Mt' +aaA+• �- am WATER AND WASTEWATER SYSTEM IMPROVEMENTS M-25
s' o.. go. NOON"' ,, PIirR•S.. .w.
APPENDIX A
CHA LABOR BREAKDOWN
Page 631 of 1588
CHA Proposal Breakdown for EnginwAng Stork**and 11m11W Construction Support-Rehabilitation of PS 29 - -
Mama Beech Task 1 Task 4
Pastor Nomad%Canpe^r Cyr Labor OTba Data G*Mnng area 1enk 2 1 1 at 2 2 Tax 2 3 Task 2 4 Task 3 Post Dear end Too Labor Raw Cl.os MJapaed Costa
T4N Mott.. Consuunl Aapa,aar,n 6 b 0%SunPerms,al 90%Sobmte Pert Package ISO Set Psnvron9 construction Swoon (Sum 19) 1100121 111011)
Routs Rate Swv,paa
-^ $ Its $ Ike $ tin $ We $ Hs $ HieS Ho $ lets. 9 $
I 1 [21__. 131 11M21x131 N1 L!M[411 11 111420151 _Ee1 111.1214161 171 , 1111429411 lB [11.144Bl L91 1194211111 [101 [111 1121
Flood larnesen Serror Moto Mono.PE(CFIA) SPM $ 260 00 10A0$ 1 1.200 00 40QQe$ 11.200 00 70.00 S 19,600.00 20 00 S 5.600 00 40.09$ 11,200.00 10.00 $ 11.200 00 100.00 S 26.060 00 350.00$ 99000.00 $ 96000.00
Promo Engines, Jr*.Goo ,PE(C14O4 RTS 1 194 99 00.00 S 11.699 40 18000 S 35.098 20 100.00$ 31,198 40 90.00 S 15599 20 110.00$ 11,699.40 00.00$ 15.599 20 10300 S 19,499.00 720 00 $ 140392.80 9 140,302 80
Enamor/Awotant Erg Andres 5enldnle.El(CNA) NRTS 9 133.54 20.00 $ 2670 50 03.00,$ 10.683 20 40.00 S 5.341 60 20 00$ 2.670 80 200Q$ 2,670 60 20 00$ 2.670 60 20.00 S 7,670 90 220.00 $ 26378.110 9 29,378 80
r,Prated Engineer Sena Eduardo Meran PE(CN A) SPM $ 219 22 10.00$ 2.192 20 10.00$ 2.192 20 1105 S 3.298 30 10 00$ 2.192 20 10.00$ 2.192.20 10.00$ 2.192 20 10.00$ 2,192 20 75.00$ 16411.50 S 16,441.50
Patna En9800,Sena 09e.Goon.PE(C1fA) SPM $ 21922 00.00$ 13,15320 100.00 02197200 40.00$ 8,76680 4000$ 8,76680 20.00$ 4,36440 4000 S 8,76880 40.00$ 6,79.110 340.00 9 74,53490 9 74,534.00
Prated E n9nea Leonardo Seep.(C1494 NRTS $ 194 99 20.00$ 3,899 50 20.00 S 3.899 80 10.00$ 1,949 90 20.00$ 3.899.80 1000$ 1949 90 10.00 S 1.949 90 70.00$ 1.049.110 100 00 1 19,499.00 9 19,199.00
Protect Engineer Senvor 0.many More°,PE(GUN SPM $ 219 22 5.00$ 1 096 10 10.00 $ 2.192 20 9S S 1,096 10 40Q$ 1.096 10 9.00 S 1 096 10 5 00 S 1.096 10 5.00 S 1.091.10 40.00 9 8,76680 9 6,76800
Project Engine lewla Fernandr)CWy NRTS 9 194.99 1t0 S !.94990 40.00 S 7 799 60 10.00$ 1,94990 lam} 97495 5.00 S 97495 500$ 97495 1000$ 164990 85.00 1 16,574 15 $ 18,571,15
Subbtats 225.00 S 4766140 480.00 $ 94.987.20 300.00$ 73.19300 200.00 9 40.80,85 170.00$ 36.16775 21050$ N15,95 29600 S 66.12670 193000 9 103.56985 $ 403,589.1M
Summary of Direct Eapw10a8
Un s No.of Tose
&tabors urea E.penes 9
Labor,DWI aspen** $ 103,99.S5'
Notes 1.-For invoices bled on an hourly bees.moots 1a all opium must tie nubmdd iranal oparues must 6e MLanpaned bra ahhnnent enplaning IS.prnpoea et mara9paM eM Ma panes maalaed.
Simmons of Reimbursable Expanses
Total
Applreble Pant Fos No of
1
I
Reimbursable(apeman 9 -
Notes 2.-For amalesa anew Meat Fees an heed reoapta must 6e suesasad.
Proposals
Caratielq D9clpine P ern Method TaW
CHA --_--_ COw/Mecnar.al Lump awn 2E7,771.00
-
CHA Shur,'. . Lump sum 25,342 95
CHA dn;.a -� m I ie Lump su 110,475 30
GIG _. - 1)VAL Lumpaum 70,39696
Su ng
Banns Suarez Surveying,Inc
rvgi _ _ Lump sum 21,190.70
DIRECT E%PF NSF
Lump Sum Subtotal 409,175.51
Cominpancy Subtotal -
Dadkalsd Allowance for Addbbnal 0aeipn Items ..._ 70.000.00
Reimbursable Expenses Subtotal -
Dlnct Espouse Subtotal
Total of Labor,Direct and Reimbursable Expenasa,and Allowances $ 59,175.51
Page 632 of 1588
CHA Proposal Breakdown for Dedicated Allowance for Additional Design Items-Rehabilitation of PS 29 - -
Miry Beach Last 1 Task 4
Category labor Oteoal teak 2 1 Task 2 2 Task 2 3 Ink 2 Task 3 Pont Des and Total Labor Raw Costs Mu1sPMd Costs
PvgUon Name 8 ICompsrryd TitleMu*f er Consultant Data Getltot and 80%Submtlel 90%SubmittalPerrot Package Bad Sal Permitting Poet
Support (Sum 3-9) 11OhrBl 1111XI11
Haley Rate PrnParalron
SenbN
S bee S 14s S kiss $ His S its S HP S His $ Howl S S
111 121 131 [11x12]431 HI 01121441 151 1114121451 PI 111121461 l71 111e121x171 NI 11142h151 IIN 111412141$ [10) 1111 1121
Project Manager Senor Amako Alfonso,PE(CHA) SPM 1 $ 280 00 5.00 S 1.400 00 40.00 5 11.200 00 40.00 S 11200.00 2.00 S 500 00 6.60 S 1.400.00 S - 2.00 S 560.93 94.00 $ 28,320.93 $ 26,320.93
Project Engineer Jo4an Gomez.PE(CHA) RTS t 5 194 99 15.00 S 2.924 85 80.00 S 11.699 40 50 00 S 11.899.40 10.00 $ 1,949 90 10.00 S 1,949 90 S - 600 S 1,169.94 161.00 S 31,393.39 S 31,393.39
Llano.,l Assistant Eng Andres Belmont*,El(CHA) NRTS 1 $ 133 54 15.00 S 2.003 10 20 00 S 2 670 80 20 00 S 2.670.90 20.00 S 2.670 80 10.00 $ 1.335 40 S - 7 00 S 934.78 92 00 $ 122135.68 S 12,285.86
Project Engineer Senor Eduardo Martinez,PE(CHA) SPM 1 $ 21922 S S $ - $ - $ - S - $ - 0.00 S - $
Project Engineer Senor Alex Gunn.PE(CHA) 5PM I 6 219.22 S $ -_ $ - $ - S - $ - S - 0.00 S - S
Project Engineer Leonardo Samna(CHA) NRTS 1 $ 194 99 S - S $ - S - S - S - S - 0.00 $ - r$ -
Project Engineer Senior Osmeny Aeortso,PE(CHA) SPM 1 $ 219.22 S - $ S - S - S - $ - S - 0.00 S - S _
Project Engineer Nicolas Fernandez(CHA) NRTS 1 $ 194 99 S - S _ S - •S - •$ $ - S - 0.00 $ - S
Sub tolele 35.00 S 5.327 95 120.00 $25,570 20 120.00 S 25,570 20 32.00 $ 5,180 70 25.00 S 4.885 30 0.00 $ - 15 00 S 2,685.85 347.00 S 70,000.00 $ 70,000.00
Page 833 of 1588
APPENDIX B
BENNY SUAREZ SURVEYING, INC. PROPOSAL
AND LABOR BREAKDOWN
Page 634 of 1588
-
BEN NY SUAREZ
SURVEYINGfr.\
INC .
4170 S.W. 152nd PATH, MIAMI, FLORIDA 33185
PH:(305)807-8319 Email: benysuarez@msn.com,
March 01, 2023
Arnelio Alfonso
CHA Consulting, Inc.
8935 NW 35th Lane. Suite 200. Dora!, Florida 33172
Tel: (305) 592-7283
Fax: (305) 593-1594
RE: CITY OF MIAMI BEACH — PUMP STATION 0029
MIAMI-DADE COUNTY, FLORIDA.
INDIAN CREEK DRIVE & 63rd AVENUE, MIAMI BEACH, FL 33141
(FOLIO No. 02-3211-007-0720 & 02-3211-007-0730)
Dear Mr. Alfonso:
Pursuant to your request regarding a fee estimate for surveying and mapping services for the
above referenced project, the following proposal for same is hereby submitted for your
consideration:
Scope of Services:
1. Research all available survey control monuments & Benchmarks using GPS equipment.
2. Prepare a Specific Purpose Survey the area of the Pump Station as per Site Plan
provided (attached).
3. Show all above ground visible improvements, physical structures, roads, manholes, etc,
around the Seawalls.
4. The survey of the Pump Station needs to include all interior levels/rooms of the station
(base level, lower level, generator room, etc.)with a level of detail.
Time frame:
• Based on your schedule, weather permitting.
Items to be delivered:
We will provide client signed and sealed sets of the Surveys and CAD Files of the Project
upon request.
Qualifications:
• Rule of Law: All field and office effort in connection with this project will be performed in
strict accordance with the applicable provisions of the "Standards of Practice for Land
Surveying in the State of Florida", pursuant to Chapter 5J-17, Florida Administrative
Code.
• The work will be performed in strict accordance with City of Miami Beach requirements.
• All survey work shall be done in U.S. feet and Elevations in 1929 NGVD Datum.
Page 635 of 1588
Page 2
Arnelio Alfonso
March 01, 2023
Estimated fee:
Our estimated fee to perform the services is a Lump Sum Fee of TWENTY FOUR
THOUSAND FOUR HUNDRED NINETY DOLLARS AND SEVENTY CENTS ($24,490.70) for
the project mentioned above.
Payments Terms:
I will invoice based on percentage completion. It is understood that this agreement is between
Me and the City of Miami Beach and payment is contingent on payment from a third party
unless other written agreements or guarantees are agreed to by both parties and attached
hereto. By acceptance of this proposal. the signing person represents and warrants to the
Surveyor, that it is authorized to enter and accept the proposal on behalf of and bind CHA
Consulting, Inc.
If acceptable, please sign and return one fully executed copy to our office. We are prepared
to begin the services upon receipt of these items. We will consider the return of the signed
original letter as our legal contract and Notice to Proceed. By signing below, I APPROVE AND
ACCEPT this letter as a legal contract and have read and agree to the payment terms as set forth
above.
By: Date:
(Authorized Signature)
Title:
(Typed or printed name)
On behalf, I thank you for this opportunity to present this proposal for your consideration and look
forward to your favorable response. In the interim, if there is anything we can do to be of service
in this or any other matter, please do not hesitate to call me directly at 305-807-8319.
Sincerely yours,
tnrilSi,ciarez
Benigno J. Suarez. PSM.
President
Benny Suarez Surveying, Inc.
Page 636 of 1588
CONSULTANT HOURLY RATE
ifoi\ BENNY SUAREZ
SURVEYING INC . PS 0029 - CITY OF MIAMI BEACH
4170 S.W. 152nd PATH, MIAMI,FLORIDA 33185
PH:(305)807-8319 Email. benysuarez@msn corn
LABOR CATEGORY HOURLY RATE HOURS TOTAL
SURVEYOR & MAPPER $ 134.49 30 $ 4,034.70
TECHNICIAN $ 81 .54 40 $ 3261 .60
SURVEY DESIGNATING CREW MEMBER $ 141 .28 80 $ 11302.40
SURVEY CREW MEMBER $ 73.65 80 $ 5892.0
TOTAL $ 24,490.70
Page 637 of 1588
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—— WM.In—II%MI ••••• ..
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vr.I. ar.1 Am 0.01•10 comp•Ts als0.400 0.0 plas0 Ana.....mamma ,....„„,,.._lawn :!..t. ' „ MODIFICATIONS SITE PLAN
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APPENDIX C
G&G ENGINEERING, INC. PROPOSAL
AND LABOR BREAKDOWN
Page 639 of 1588
ENGINEERING
T `� ( t GROUP
March 3,2023
Mr. Arnelio Alfonso, PE
Senior Project Manager
CHA Consulting, Inc.
8935 NW 35th Lane, Suite 200
Doral, Florida 33172
RE: City of Miami Beach
Rehabilitation of PS 29
Dear Mr. Alfonso:
We are pleased to submit for your consideration our proposal to perform Mechanical & Plumbing
Design Services for the above referenced project.
I - SCOPE OF SERVICES:
The overall Mechanical / Plumbing scope of work will include the following:
• Site Review
• Ventilation within Pump Room and adjacent supporting areas
• A/C units serving Switchgear/Electrical Room including outside air requirement
• Generator Room Ventilation + HVAC Ventilation fan, including Thermostat
• Calculations
• Review A/C equipment+Corresponding Sizing of new equipment
• Review Plumbing sump pumps requirements with team. (By Pump Room & Stairs)
Evaluation:
• Site Visit
• Equipment Pre-T&B requirements + Review
• Preliminary Calculations
• Coordination meeting as required
• Preliminary Equipment Selections
• Report
Design:
• Finalize Calculations
• Final Equipment Selections and Corresponding Schedules
• Engineering— Pump Room, Generator& Electrical Rooms, Sump Pump(s)
• Associated Drafting in AutoCAD
• Specifications.
8850 NW 170aghrllS Nam, FL 33018
Tel: 305-213-0807 • Fax:305-226-4798
ENGINEERING
k 1 '. I GROUP
• Meetings-(2)with Team for coordination and (2)with Owner for 60% and 100% submission
review.
• Submissions: 60%, 100%, Permit Set, Bid Set
• Address Comments during each submission
Construction Support:
• Attend pre-bid meeting
• Attend pre-construction meeting
• Respond to RF1's
• Equipment Submittals Review
• Review and approval of change orders
• Maximum of(4)visits/inspections during construction including final Punch List
• Record Drawings (Based on contractor's mark-ups)
II -CONSULTING ENGINEERING FEES:
We propose to provide these services for a Lump Sum amount of Seventy thousand three hundred
ninety four dollars with ninety six cents ($70,394.96)). The breakdown is as follows:
Evaluation $9,938.48
Design and Plans Permitting $52,118.04
Post Design and Construction Support $8,338.44
Total Consulting Fee $70,394.96
III - PAYMENT SCHEDULE:
As per Professional Service Agreement between CHA Consulting, Inc. and the City of Miami Beach.
IV-AUTHORIZATION TO PROCEED:
If you agree to the terms and conditions in the above proposal and grant authorization to proceed in
accordance with these terms, please indicate so by signing in the space provided below and return one
(1) fully executed copy to G & G Engineering Group, Inc. When duly executed, this proposal shall serve
as a contract between G & G Engineering Group, Inc and CHA Consulting, Inc. This contract
supersedes any and all prior negotiations, correspondence, or agreements either written or oral. Any
changes to this contract must be mutually agreed to in writing by both parties.
Sincerely yours,
G & G Engineering Group, Inc
Yandro Gutierrez, PE
President
8850 NW 17Raarl i Aitirliffli, FL 33018
Tel: 305-213-0807 ■ Fax: 305-226-4798
I VEN INEERINQ
I GROUP
Accepted: By: Mr. Arnelio Alfonso, PE
Signature CHA Consulting, Inc.
Date:
8850 NW 17ggj' o Nib, FL 33018
Tel: 305-213-0807 • Fax:305-226-4798
Cit% of Miami Beach-PS#29
Evaluation:
Hourly Rate Total Hours Price
Admin/Clerical $59.09 4 $236.36
CADD Technician $88.63 20 $1,772.60
Engineer $159.24 40 $6,369.60
Project Professional Engineer $194.99 8 $1,559.92
72 $ 9,938.48
Design:
Hourly Rate Total Hours Price Design
Admin/Clerical $59.09 16 $ 945.44 60%Submittal $ 18,032.84
CADD Technician $88.63 60 $ 5,317.80 90%Submittal $ 11,570.20
Engineer $159.24 190 $ 30,255.60 Permit Set $ 9,693.96
Project Professional Engineer $194.99 80 $ 15,599.20 Bid Set $ 6,462.64
Permitting $ 6,358.40
346 $ 52,118.04 Total $ 52,118.04
Construction Support:
Hourly Rate Total Hours Price
Admin/Clerical $59.09 8 $ 472.72
CADD Technician $88.63 16 $ 1,418.08
Engineer $159.24 16 $ 2,547.84
Project Professional Engineer $194.99 20 $ 3,899.80
60 $ 8,338.44
Total Fee: S 70,394.96
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