HomeMy WebLinkAboutReso 2021-3199RESOLUTION NO.2021 - I
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
SUNNY ISLES BEACH, FLORIDA, APPROVING A PROJECT
AGREEMENT WITH CRAIG A. SMITH & ASSOCIATES, TO PROVIDE
CIVIL ENGINEERING SERVICES FOR THE CENTRAL ISLAND AREA
PUMP STATIONS AND DRAINAGE IMPROVEMENTS, IN AN
AMOUNT NOT TO EXCEED FOUR HUNDRED FORTY-THREE
THOUSAND EIGHT HUNDRED SIXTY-FIVE DOLLARS ($443,865.00),
ATTACHED HERETO AS EXHIBIT "A"; AUTHORIZING THE MAYOR
TO EXECUTE SAID AGREEMENT; AUTHORIZING THE CITY
MANAGER TO DO ALL THINGS NECESSARY TO EFFECTUATE THIS
RESOLUTION; PROVIDING FOR AN EFFECTIVE DATE.
WHEREAS, on January 21", 2021, via Resolution No. 2021-3160; the City Commission
short listed six (6) civil engineering firms, in response to Request for Qualifications No. 20-07-
01 for Continuing Professional Services ("RFQ"), pursuant to the Consultants' Competitive
Negotiation Act; and
WHEREAS, the City requested general civil engineering services as one of several
disciplines listed in the RFQ; and
WHEREAS, Craig A. Smith ("Firm") was one of the six (6) firms short listed to provide
general civil engineering services to the City, and entered into a Continuing Services Agreement
to provide said services on an as needed basis; and
WHEREAS, the City is ready to commence with the design, surveying, permitting, and
bidding services ("Services") for the Central Island Area Pump Stations and Drainage
Improvement Project ("Project"); and
WHEREAS, after careful review and consideration, the City Manager has determined
that based on relevant experience, qualification, and past performance, the Firm is uniquely
positioned to provide the City with the desired Services for the Project; and
WHEREAS, the Firm has expressed the ability and desire to provide these Services and
has submitted a proposal; and
WHEREAS, the City Commission wishes to enter into a Project Agreement with Craig
A. Smith & Associates to provide the Services for the Central Island Area Pump Stations and
Drainage Improvement Project, in an amount not to exceed Four Hundred Forty -Three Thousand
Eight Hundred Sixty -Five Dollars ($443,865.00), attached hereto as Exhibit "A".
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE
CITY OF SUNNY ISLES BEACH, FLORIDA, AS FOLLOWS:
Section 1. Approval of Project Agreement. The City Commission hereby approves a Project
Agreement with Craig A. Smith for the Central Island Area Pump Stations and Drainage
@BCL@FC09ED78.doc Page 1 of 2 195
Improvement Project, in an amount not to exceed Four Hundred Forty -Three Thousand Eight
Hundred Sixty -Five Dollars ($443,865.00), attached hereto as Exhibit "A".
Section 2. Authorization of Mayor. The Mayor is hereby authorized to execute said
Agreement.
Section 3. Authorization of Ci1y Manager. The City Manager is hereby authorized to do all
things necessary to effectuate this Resolution.
Section 4. Effective Date. This Resolution will become effective upon adoption.
A
PASSED AND ADOPTED this 201h 4ayo( May 2021.
icio Bet4ncur, CMC, City Clerk
H. Scholl, Mayor
APPROVED AS TO FORM
ANDI�MAL SUFFICIENCY:
A. Dion, City Attorney
AV
Moved by: ),{,/,(,Ja!5 /�= � ,��A Aeconded by: a"-1��- - 9 �c�.,
Vote:
Mayor Scholl (Yes) (No)
Vice Mayor Svechin (Yes) (No)
Commissioner Goldman (Yes) (No)
Commissioner Lama (Yes) (No)
Commissioner Viscarra Z(Yes) (No)
@BCL@FC09ED78.doc Page 2 of 2
196
9'� • f t 0l 4w
TO:
FROM:
DATE:
RE:
City of Sunny Isles Beach
18070 Collins Avenue
Sunny Isles Beach, Florida 33160
(305) 947-0606 City Hall
(305) 949-3113 Fax
MEMORANDUM
Honorable Mayor and City Commissioners
Christopher J. Russo, City Manager
May 20, 2021
Approval of an Agreement with Craig A. Smith for the Central Island
Stormwater Project
RECOMMENDATION:
Staff is recommending approval of this Resolution.
REASONS:
This is the area of our City North of 174th St. to 183rd St. in the Central Island area. Over the
years there have been several attempts to accelerate the removal of storm water to eliminate
any flooding in this section of our City. To date these attempts have not resolved the problem.
We would like to engage Craig A. Smith, the same Engineering Firm that successfully
completed the Stormwater Project on 174th St. approximately five years ago. The plans will
include the installation of stormwater pumps in this area, utilizing a similar type system as we
have in Golden Shores.
FUNDING SOURCE:
Funds have been appropriated in account no. 300-
ATTACHMENTS:
Resolution
Agreement
Item Number: 10.K
194
5�"Y,S<Ff THE PROJECT AGREEMENT
' Between
y/S *FLOR
THE CITY OF SUNNY ISLES BEACH
And
CRAIG A. SMITH & ASSOCIATES, INC.
For
CENTRAL ISLAND AREA PUMP STATIONS AND DRAINAGE IMPROVEMENTS
Pursuant to the provisions contained in the Continuing Services Agreement between the
City of Sunny Isles Beach ("City") and Craig A. Smith & Associates ("Consultant") for
Professional Civil Engineering Services pursuant to Request for Qualifications No. 20-07-01
(hereinafter referred to as "Continuing Services Agreement") dated April 23, 2021, this Project
Agreement (hereinafter referred to as "Agreement") authorizes the Consultant to provide the
services as set forth below:
SECTION 1 INCORPORATION OF CONTINUING SERVICES AGREEMENT
1.1 All terms and conditions of the Continuing Services Agreement between the City and the
Consultant dated April 23, 2021, not specifically modified by this Agreement shall remain
in full force and effect and are incorporated into and made a part of this Agreement by this
reference as though set forth in full.
SECTION 2 CONSULTANT'S BASIC DUTIES TO CITY
2.1 By executing this Agreement, the Consultant represents to the City that the Consultant is
professionally qualified to act as the Consultant for the Project (hereinafter referred to as
"the Project") and is licensed to practice engineering by all public entities having
jurisdiction over the Consultant and the Project. The Consultant further represents to the
City that the Consultant will maintain all necessary licenses, or other authorizations
necessary to act as Consultant for the Project until Consultant's duties hereunder have been
completed. The Consultant shall be responsible for providing all necessary subconsultants
required for the successful completion of the work as set forth in the Consultant's proposal,
attached hereto as EXHIBIT "1," and incorporated herein by reference. The Consultant
assumes full responsibility to the City for the improper acts, negligence, and omissions of
its subconsultants and of all others employed or retained by the Consultant in connection
with the Project.
2.2 VERIFICATION OF CITY DOCUMENTS AND PROJECT SITE
2.2.1 Execution of this Agreement by the Consultant constitutes a representation that the
Consultant has become familiar with the Project site and the local conditions under which
the Project is to be implemented.
2.2.2 Consultant shall review, examine, and verify the documents and information furnished by
the City concerning the Project site with respect to locations, elevations, and all other
existing conditions, etc., before preparing design documents. Consultant shall compare any
documents furnished by the City to the Project site to verify dimensions, clearances and
the like before preparing design documents. The Consultant shall be solely responsible for
any inaccuracies or conflicts that might have been detected or avoided by such verification.
2.3 THIRTY PERCENT DESIGN DOCUMENTS
2.3.1 The Consultant shall review and examine the information, including any desired schedule
and budgetary requirements, furnished by the City to understand the requirements of the
Project and shall review its understanding of such requirements with the City.
2.3.2 The Consultant shall furnish to the City a preliminary written evaluation of such
information in light of any Project budget requirements.
2.3.3 The Consultant shall review and discuss with the City any alternative approaches to design
and construction of the Project.
2.3.4 The Consultant shall prepare and submit to the City for its review 30% design documents
consisting of drawings and other documents illustrating the scale and relationship of
proposed Project components. The Consultant shall be responsible for furnishing a legal
description and any necessary survey(s) of the site, including, as may be reasonably
required, grades and lines of streets, alleys, pavements and adjoining structures, rights -of -
way, restrictions, easements, encroachments, zoning, deed restrictions, boundaries and
contours of the site; locations, dimensions and necessary data pertaining to existing
buildings and other improvements; and information concerning available service and utility
lines above and below grade, including inverts and depths.
2.3.5 The Consultant shall submit to the City an estimate of probable construction costs for the
Project.
2.4 SIXTY PERCENT DESIGN DOCUMENTS
2.4.1 Based on the 30% design documents and any adjustments to that design, the proposed
schedule, or Project budget authorized by the City, the Consultant shall prepare and submit
to the City for its review, 60% design documents consisting of drawings and other
documents to fix and describe the size and character of the Project as to civil, architectural,
structural, mechanical and electrical systems; landscape architectural and irrigation design;
materials and such other elements as may be appropriate.
2.4.2 The Consultant shall review its estimate of probable construction costs, shall make any
appropriate revisions thereto and furnish same to the City.
2.5 NINTEY PERCENT DESIGN DOCUMENTS
2.5.1 Based on the 60% design documents and any adjustments to that design, the proposed
schedule, or Project budget authorized by the City, the Consultant shall prepare and submit
to the City for its review, 90% design documents consisting of drawings and other
documents to fix and describe the size and character of the Project as to civil, architectural,
structural, mechanical and electrical systems; landscape architectural and irrigation design;
materials and such other elements as may be appropriate.
2.5.2 The Consultant shall review its estimate of probable construction costs, shall make any
appropriate revisions thereto and furnish same to the City.
2.5.3. The Consultant shall assist the City in preparing and filing all documents necessary to
obtain the approval of all authorities having jurisdiction over the Project.
2.6 ONE HUNDRED PERCENT DOCUMENTS
2.6.1 Upon the City's authorization, the Consultant shall prepare 100% design documents
consisting of drawings and specifications setting forth in detail the requirements for
construction of the Project. Such Construction Documents shall be project specific and
shall be accurate, coordinated and adequate for construction, and shall be in conformity
and comply with all applicable law, codes, standards, and regulations. Products specified
for use shall be readily available unless specifically authorized by the City.
2.6.2 The Consultant shall review its most recent estimate of probable construction costs, shall
make any appropriate revisions thereto and furnish same to the City.
2.6.3 The Consultant shall assist the City in preparing and filing all documents necessary to
obtain the approval of all authorities having jurisdiction over the Project. This can begin
when the design documents are approximately 90% complete as set forth in Subsection
2.5.3.
2.6.4 The Consultant shall be responsible for the preparation of bid packages to be made
available for distribution to all prospective bidders. Such packages shall include copies of
all relevant plans, specifications, and other documents upon which the bidding is to be
based. The Consultant shall make copies of complete bid packages available at its office
nearest to the Project site during normal business hours for all prospective bidders. The
Consultant shall be reimbursed by the City for the actual cost of reproduction of the
documents contained within the bid package as a reimbursable item pursuant to the terms
of Section 6.2 of this Agreement.
2.6.5 In the event that there are amendments to the bid packages, amendments to any of the
documents contained with the bid packages, or any clarifications issued during the bidding
process, the Consultant shall prepare for the City's approval written addenda as appropriate
to interpret, clarify or expand the bidding documents. The Consultant shall make such
documents available to all prospective bidders in a manner acceptable to the City, and shall
be reimbursed for the actual costs of reproduction at the same rate specified in Section
2.6.4. There shall be no additional charges for amendments or clarifications other than as
provided in Section 2.6.4.
2.6.6 The Consultant shall coordinate with the City during the bidding process and be available
to address bidders' questions and comments at any time during the bidding process. The
Consultant shall attend the pre -bid meeting, which will be held at a location as specified
by the City.
2.6.7 The Consultant shall be available as necessary to assist the City in the evaluation of all bids
received for determination of compliance with the bidding requirements. The Consultant
shall not be responsible for performing any investigations or reference checks regarding
bidders, nor shall it be responsible for determining whether a bid is responsive or a bidder
is responsible; however, the Consultant shall assist the City as necessary in making such
determination.
2.6.8 The Consultant will investigate, study, and analyze any proposed substitutions of materials
or equipment and shall advise the City with respect to same.
2.7 SERVICE SCHEDULE
2.7.1 The Consultant shall perform its services expeditiously in accordance with the time frames
set forth in the "Project Schedule" set forth in EXHIBIT "Y. The Consultant may,
however, submit for the City's approval an alternative schedule for the performance for the
Consultant's services that shall include allowance for time required for the City's review
of submissions and for approvals of authorities having jurisdiction over the Project. The
City shall review and approve or reject any schedules submitted by the Consultant within
five (5) working days of said submittal. This schedule, when approved by the City, shall
not, except for cause, be exceeded by the Consultant. In the event the City rejects any
schedules submitted by the Consultant, the Consultant shall submit a revised schedule
within forty-eight (48) hours of said rejection. Submission of a schedule acceptable to the
City and to which the City makes no objection shall be a condition precedent for any
payment to the Consultant.
2.7.2 Upon receipt of the Notice to Proceed and the fully executed Purchase Order, the
Consultant shall commence services to the City on the Commencement Date, and shall
continuously perform services to the City, without interruption, in accordance with the time
frames set forth in the "Project Schedule," a copy of which is attached and incorporated
into this Agreement as EXHIBIT "3." The number of calendar days from the
Commencement Date, through the date set forth in the Project Schedule for completion of
the Project or the date of actual completion of the Project, which ever shall last occur, shall
constitute the Contract Time.
2.7.3 No Damages for Delay: The Consultant shall not be entitled to any claim for damages
including, but not limited to, loss of profits, loss of use, home office overhead expenses,
equipment rental and similar costs on account of delays in the progress of the Project from
any cause or national disaster or emergency, unusual delay in deliveries, unusual delay in
procuring permits, differing site conditions, unavoidable casualties or other cause beyond
the Consultant's control, or by delay authorized by the City, or by other causes which the
Consultant determines may justify delay. The Consultant's sole recovery and remedy for
any such delay shall be a reasonable extension of time and a revision to the Project
Schedule as determined by the City. However, additional costs to the Consultant or delays
in the Consultant's performance caused by improperly timed activities shall not be the basis
for granting a time extension. If the Consultant wishes to make a claim for an increase in
time of performance, written notice of such claim shall be made to the City within three
(3) working days after the occurrence of the event, or the first appearance of the condition
giving rise to such claim. The City's representative shall determine whether the Consultant
is entitled to a time extension for the delay. The failure of the Consultant to give such
notice shall constitute a waiver of any claim under this section.
2.8 PERSONNEL
2.8.1 The Consultant shall assign only qualified personnel to perform any service concerning the
Project. At the time of execution of this Agreement, the parties anticipate that the following
named individuals will perform those supervisory or primary functions indicated:
NAME FUNCTION
Orlando Rubio, P.E.
Robert D. Keener, P.S.M
Andrew Nixon, P.E
Larry M. Smith, P.E
Senior Supervising Engineer
Surveyor
Geotechnical Engineer
Electrical Engineer
So long as the individuals named above remain actively employed or retained by the
Consultant, they shall perform the functions indicated next to their names. Furthermore,
the City reserves the right to reject any proposed substitution for any of the above named
individuals, and the City shall have the further right to require that any individual assigned
to the Project by the Consultant be removed from the Project and reassigned for good cause.
SECTION 3 CITY'S BASIC DUTIES TO CONSULTANT
3.1 The City shall provide the Consultant with adequate information regarding the City's
requirements for the Project including any desired or required design or construction
schedule, or both, and any budgetary requirements including fixed limit of construction
cost, prior to the start of the Construction Documents Phase of design, upon which the
Consultant shall be entitled to rely.
3.2 The City shall review any documents submitted by the Consultant requiring the City's
decision, and shall render any required decision pertaining thereto in a timely fashion.
3.3 If the City becomes aware of any fault or defect in the Project, or of any errors,
omissions or inconsistencies in the drawings or specifications, prompt notice thereof
shall be given by the City to the Consultant.
3.4 The City shall perform those duties set forth in Sections 3.1 through 3.4 as
expeditiously as may reasonably be necessary for the orderly progress of the
Consultant's services and of the work.
3.5 The City's review of any documents prepared by the Consultant or its subconsultants
shall be solely for the purpose of determining whether such documents are generally
consistent with the City's construction program and intent. No review of such
documents shall relieve the Consultant of its responsibility for the accuracy, adequacy,
fitness, suitability and coordination of its work product.
SECTION 4 BASIS OF COMPENSATION
4.1 The City shall compensate the Consultant for an amount not to exceed Four Hundred Forty -
Three Thousand Eight Hundred Sixty -Five Dollars ($443,865.00) based on services
rendered pursuant to Consultant's proposal attached hereto as EXHIBIT "1", of this
Agreement by allocating the estimated percentage of work for each of the phases set forth
in Section 4.2, and more particularly in EXHIBIT "2" of this Agreement. Billings for each
phase shall not exceed the amount allocated to each phase.
4.2 Payment to the Consultant of the sum set forth in Section 4.1 shall be allocated based on
the estimated percentage of work completed for each of the following phases:
Thirty Percent Design Documents ............................................. $ 168,635.00 at 30%
Sixty Percent Design Documents ............................................ $ 141,175.00 at 60%
Ninety Percent Design Documents ............................................. $ 94,465.00 at 90%
One Hundred Percent Documents ............................................ $ 39,590.00 at 100%
4.3 Additional services which are outside the scope of this Agreement shall not be performed
by Consultant without prior written authorization from City, at City's sole discretion.
Additional services, when authorized, shall be effectuated through a written executed
amendment to this Agreement and shall be compensated at the "Hourly Rate Schedule"
set forth in the Consultant's proposal attached hereto as EXHIBIT " 1 " of this Agreement.
4.4 Reimbursable Expenses as defined in Section 5 shall be reimbursed to the Consultant by
the City as provided in Section 5.
4.5 If the scope of the Consultant's services are changed materially through no fault of the
Consultant, compensation due to the Consultant shall be equitably adjusted, either upward
or downward.
SECTION 5 BILLING AND PAYMENTS TO CONSULTANT
5.1 Billing by the Consultant shall be in accordance with EXHIBIT "2" of this Agreement.
Payments to the Consultant shall also be in accordance with EXHIBIT "F" of the
Continuing Services Agreement and EXHIBIT "2" of this Agreement.
5.2 REIMBURSABLE EXPENSES
5.2.1 Reimbursable Expenses shall mean expenses incurred by the Consultant and
Consultant's subconsultants in the interest of the Project, as follows:
Not to exceed $22,193 (which amount represents 5% of the fee) without prior written
authorization by the City.
5.2.1.1 Reasonable expenses of: mileage reimbursement in accordance with Chapter 112,
Florida Statutes; fees paid for securing approval of authorities having jurisdiction over
the Project; actual cost of reproduction, postage and handling of drawings,
specifications and other documents; renderings, models and mock-ups requested by the
City; additional insurance coverage or limits, including professional liability insurance,
requested by the City in excess of that required in the Request For Qualifications. The
Consultant shall only be reimbursed for the direct cost of the item without additional
mark-up. Costs for meals, snacks, and beverages are not considered a reimbursable
expense.
SECTION 6 TERM
6.1 This Agreement shall commence upon the issuance of a written Notice to Procced issued
by the City and shall continue in full force and effect for 180 days, unless otherwise
terminated pursuant to Section 7.1 or 7.2, or other applicable sections of this Agreement.
The City's City Manager, in his sole discretion, may extend the term of this Project
Agreement through written notification to the Consultant. Such extension shall not exceed
one -hundred eighty (180) days. No further extensions of this Agreement shall be effective
unless authorized by City Code or City Commission action.
SECTION 7 TERMINATION
7.1 TERMINATION FOR CAUSE
7.1.1 This Agreement may be terminated by either party upon seven (7) days' written notice
to the other should such other party fail substantially to perform in accordance with its
material terms through no fault of the party initiating the termination. In the event of a
termination for cause, the Consultant shall be entitled to receive compensation for any
work completed pursuant to the Agreement to the satisfaction of the City through the
date of termination, less any amounts which the City reasonably deems necessary to
withhold in order to correct any defects or deficiencies in the work performed by the
Consultant. In no event shall the City pay for profit or overhead on work not performed.
7.2 TERMINATION FOR CONVENIENCE
7.2.1 This Agreement may be terminated by the City without cause upon ten (10) days'
written notice to the Consultant. In the event of such a termination without cause, the
Consultant shall be compensated for all services completed pursuant to this Agreement
to the satisfaction of the City up to and through the date of termination, together with
Reimbursable Expenses incurred. In such event, the Consultant shall promptly submit
to the City its invoice for final payment and reimbursement which invoice shall comply
with the provisions of Section 2.5 of EXHIBIT "F" of the Continuing Services
Agreement.
7.2.2 Under no circumstances shall the City make payment of profit or overhead for work
that has not been performed. Additionally, the City shall not make payment for the
following items:
7.2.2.1 Anticipated profits or fees to be earned on completed portions of the work;
7.2.2.2 Consequential damages;
7.2.2.3 Costs incurred in respect to materials, equipment or services purchased or work done
in excess of reasonable quantitative requirements of this Agreement;
7.2.2.4 Expenses of Consultant due to the failure of Consultant or its subconsultants to
discontinue the work with reasonable promptness after notice of termination has been
given to the Consultant; and
7.2.2.5 Losses upon other contracts or from sales or exchanges of capital assets or Internal
Revenue Code Section 1231 assets.
7.2.2.6 Damage or loss caused by delay.
7.3 Assignment Upon Termination. Upon termination of this Agreement, the work product
of the Consultant shall become the property of the City and the Consultant shall within ten
(10) working days of receipt of written direction from the City, transfer to either the City
or its authorized designee, all work product in its possession, including but not limited to,
designs, specifications, drawings, studies, reports and all other documents and data in the
possession of the Consultant pertaining to this Agreement. Upon the City's request, the
Consultant shall additionally assign its rights, title and interest under any subcontractor's
agreements to the City. All work product provided under this Section shall be used solely
for its intended purpose.
SECTION 8 SEVERABILITY
8.1 If any term or provision of this Agreement or its application thereof to any person or
circumstance shall, to any extent, be held invalid or unenforceable, the remainder of this
Agreement or the application of such terms or provisions to persons or circumstances other
than those to which it is held invalid or unenforceable, shall not be affected, and every
other term and provision of this Agreement shall be deemed valid and enforceable to the
extent permitted by law.
SECTION 9 INSURANCE
9.1 During the life of this Agreement, Consultant shall comply with the insurance requirements
set forth in Section 15 of the Continuing Services Agreement dated April 23, 2021.
IN WITNESS WHEREOF, the parties hereto have made and executed this Agreement
on the respective dates under each signature: the City, signing by and through its Mayor, attested
to by its City Clerk duly authoriz d to execute same and by Craig A. Smith & Associates, signing
by and through its S duly authorized to execute same.
CITY
CITY OF/SUN\iY ISLES BEACH, FLORIDA
George Scholl
day of M , 2021.
AUTHEJTIqTI
City Clbrk'=
Mauricio, Beiaricur
(SEAL)
t
Approved as to form for the City:
-:. Edward A. Dion, City Attorney
By:9
Edward A. Dion
Vr City Attorney
AUTHENTICATE:
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Please type mamm, of Sectary
WrrNESSES:
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CONSULTANT
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By:
day of 2021.
EXHIBIT "1"
CONSULTANT'S PROPOSAL
CITY OF SUNNY ISLES BEACH
PROPOSED SCOPE OF SERVICES AND PROPOSED FEE
PROFESSIONAL ENGINEERING SERVICES
CENTER ISLAND AREA PUMP STATIONS
DATED: March 19 2021
Y A
'Jmr���
CRAIG A. SMITH & ASSOCIATES
Consulting Engineers - Planners - Surveyors - Utility Locating
21045 Commercial Trail, Boca Raton, FL 33486
(0) 561.314.4445 (F) 561.314.4457
CRAIG A. SMITH & ASSOCIATES
P4009
PROPOSED SCOPE OF SERVICES
CRAIG A. SMITH & ASSOCIATES
-- PAGE 1--
PROPOSED SCOPE OF SERVICES AND PROPOSED FEE
FOR
CENTER ISLAND AREA DRAINAGE IMPROVEMENTS
PROJECT NAME: CENTRAL ISLAND AREA DRAINAGE IMPROVEMENTS
PROPOSAL NO: P4009
PROJECT DESCRIPTION: Providing professional engineering, design, permitting, surveying,
utility location, and construction services for the design of two
stormwater pumping stations with an upgraded gravity stormwater
collection system to provide flood relief for the Central Island Area of
the City.
OWNER: Sunny Isles Beach
Attention: Christopher J. Russo, City Manager
crusso(D-sibfl.net
Address: Sunny Isles Beach Government Center
18070 Collins Avenue
Sunny Isles Beach, FL 33160
www.sibfl.net
Phone: 305.792.1776
CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES
P4009
GENERAL
Craig A. Smith & Associates (CAS) proposes to accomplish the services as follows:
ITEM
NO.
-- PAGE 2--
S86 ROUTE SURVEY (BASIN A — 51 ACRES, MORE OR LESS)
Survey will physically locate all above ground, visible improvements within the existing
rights of way of the following streets:
Bay Ave. from 174" St to 183rd St.; 178T" Dr. from Bay Ave. to its intersection with 1781h
St.; Church St.; 1771h Dr.; 1781h St. and 179' Dr. from Bay Ave. to Atlantic Blvd.; 1801h
Dr., 18111 Dr.; 182"d Dr. and 183rd St. from Bay Ave. to Atlantic Blvd.
Survey baseline will be established at 100-foot intervals and cross sections taken to ten
(10) feet beyond each right of way at fifty -foot intervals. Plan view elevations will be shown
as relative to North American Vertical Datum of 1988 at each section and at pertinent
points for facilitation of Engineering Design. All visible, above ground improvements and
utilities will be located and shown. Trees 3" or greater will be shown with diameter at
breast height (DBH) and common name if known by the Surveyor's agent. A base map will
be created in current software parameters and provided to the Engineering Department as
well as a Certified Map of Specific Purpose Survey adhering to the Standards of Practice
for Surveying, (Chapter 5J — 17) of the Florida Administrative Code, for submittal to
entities of interest.
$45,670.00
S87 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN A)
Survey will physically locate all utilities as marked on the surface by the Craig A. Smith &
Associates Locating Department within the existing rights of way of the following streets:
Bay Ave. from 17411 St to 183rd St.; 178T" Dr. from Bay Ave. to its intersection with 178th
St.; Church St.; 1771h Dr.; 178th St. and 179th Dr. from Bay Ave. to Atlantic Blvd.; 180th
Dr., 181st Dr.; 182"d Dr. and 183rd St. from Bay Ave. to Atlantic Blvd.
The information will be added to the Survey prepared under Task S86 above.
$13,050.00
S88 ROUTE SURVEY — UTILITY TEST HOLES (SOFT DIGS) (BASIN A)
Survey will physically locate the positions of up to 50 utility test holes (soft digs) within the
existing rights of way of the following streets: Bay Ave. from 174th St to 1831 St.; 178T" Dr.
from Bay Ave. to its intersection with 178th St.; Church St.; 177th Dr.; 178th St. and 1791h
Dr. from Bay Ave. to Atlantic Blvd.; 1801h Dr., 181st Dr.; 182"d Dr. and 1831d St. from Bay
Ave. to Atlantic Blvd.
The information will be shown on the survey prepared under Task S86 above with utility
data, i.e. type, size, material, inv., etc., for each based on reports provided to the
Surveyor.
$4,700.00
S90 PUMP STATIONS AND OUFALLS (BASIN A)
Survey will physically locate all above ground, visible improvements within the areas
where the two storm water pump stations may be placed; more particularly the corner of
181st drive and N. Bay Road and 178th drive and N. Bay Road. The areas will be surveyed,
CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES
P4009
-- PAGE 3--
together with a path for the proposed storm water outfall into Dumfounding bay at each.
There cross sections will be taken into the Bay at each proposed outfall to show the
existing bottom elevations, etc. The information will be added to the Survey prepared
under Task S86 above.
$9,520.00
S91 ROUTE SURVEY (BASIN B — 28 ACRES, MORE OR LESS)
Survey will physically locate all above ground, visible improvements within the existing
rights of way of the following streets:
Atlantic Blvd. from 1751 Terr. To 1831 St.; 175th Terr. From Atlantic Blvd to Collins Ave.;
178th St. from Atlantic Blvd, to Collins Ave.; 1831 St. from Atlantic Blvd. to Collins Ave.
Survey baseline will be established at 100-foot intervals and cross sections taken to ten
(10) feet beyond each right of way at fifty -foot intervals. Plan view elevations will be shown
as relative to North American Vertical Datum of 1988 at each section and at pertinent
points for facilitation of Engineering Design. All visible, above ground improvements and
utilities will be located and shown. Trees 3" or greater will be shown with diameter at
breast height (DBH) and common name if known by the Surveyor's agent. A base map will
be created in current software parameters and provided to the Engineering Department as
well as a Certified Map of Specific Purpose Survey adhering to the Standards of Practice
for Surveying, (Chapter 5J —17) of the Florida Administrative Code, for submittal to
entities of interest.
$24,935.00
S92 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN B)
Survey will physically locate all utilities as marked on the surface by the Craig A. Smith &
Associates Locating Department within the existing rights of way of the following streets:
Atlantic Blvd. from 1751h Terr. To 183rd St.; 175th Terr. From Atlantic Blvd to Collins Ave.;
178th St. from Atlantic Blvd, to Collins Ave.; 1831 St. from Atlantic Blvd. to Collins Ave.
The information will be added to the Survey prepared under Task S91 above.
$7, 550.00
S56 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN)
Prepare a sketch and description for the proposed storm water force main running into
Dumfounding Bay from the proposed pump station at N. Bay Road and 181 st Drive. The
sketch will be suitable for use as exhibit "A" attached to documents prepared by others.
$770.00
S57 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN)
Prepare a sketch and description for the proposed storm water force main running into
Dumfounding Bay from the proposed pump station at N. Bay Road and 178th Drive. The
sketch will be suitable for use as exhibit "A" attached to documents prepared by others.
$770.00
SURVEY TOTAL: $106,965.00
CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES
P4009 -- PAGE 4--
E74 &
E75 ONE CALL COORDINATION & EM / GPR LOCATING
Coordinate with SSOCOF to ascertain approximate facility locations prior to vacuum
excavation in accordance with FS 556. Perform project "White Lining" in accordance with
FS 556. Maintain database of SSOCOF Tickets and responses. Perform EM / GPR
locating to confirm information derived from review of as-builts and coordination with
member operators, identify buried power, telecom, CATV, water, sewer and drainage
facilities, identify potentially unknown/unclaimed facilities and supplement surface
markings for collection by CAS Survey. Prepare sketch of identified facilities.
$13,800.00
E78 VACUUM EXCAVATION ("SOFT DIGS")
Perform up to fifty (50) "soft digs" to identify the type, size, and material as well as depth
to the top of potentially conflicting and / or newly identified or previously unknown facilities.
Prepare Vacuum Excavation reports including location sketch with facility type, size, depth
and composition. (Survey not included, see survey proposal for soft dig survey price).
Additional soft digs above this amount will be charged at the rate of $495.00 each,
exclusive of survey. Provide coordination with CAS Survey and Engineering Departments
to review subsurface utility information and review survey maps to ensure accurate
depiction of located facilities.
$24,750.00
E53A DRAINAGE ANALYSIS AMD SYSTEM DESIGN
CAS will develop drainage improvements to the area by completing 1:20 scale plans (full
size 36" x 24") & 1:40 scale plans (half size 17"x 11 ") for bidding and construction containing
plan and profile views of the proposed work using the most recently obtained version of
Autodesk Civil3D CADD software. Prior to the above, CAS will compile survey obtained
data for the development of stormwater model and for preliminary analysis purposes. CAS
will perform computer hydrologic and hydraulic modeling of the area for multiple design
storm events of the current and proposed conditions and compare results. CAS will perform
pipe sizing analysis of existing system and incorporate recommended improvements with
water quality treatment measures in the design in accordance with the South Florida Water
Management District and Miami -Dade County permit requirements. CAS will coordinate
with local utilities as reasonably necessary in order to resolve known utility conflicts during
the design. CAS will provide the necessary engineering information to the City to assist the
City with obtaining the necessary easements from the affected property owner(s). CAS will
produce progress prints at the request of the City or as required by grant requirements.
$160,000.00
CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES
P4009 -- PAGE 5--
E53B PUMP STATION DESIGN AND ENGINEERING ANALYSIS
Compile gathered information and provide stormwater pump station design utilizing the
Hydraulic Institute Standards; force main sizing, wetwell & vault design, pump selection and
component design. Hydrologic and Hydraulic analyses of the system. Coordinate with
subconsultants (geotechnical and electrical) on the design of the station. Prepare
construction plans with supporting electrical design plans. Provide plans sufficient to bid
and construct the proposed pump station. Meetings with City staff or requested presentation
to City Council will be billed hourly at the attached rates.
$65,000.00
E14 COST ESTIMATE
Provide quantity take -off and an engineer's opinion of probable cost estimate for the
proposed pump station. Coordinate with subconsultants on discipline specific quantities
and costs.
$7,500.00
E61 PERMITTING
Prepare and submit Miami -Dade County Regulatory Economic Resources Class II permit
application with supporting documentation to secure the permit and to the Army Corps of
Engineers as necessary. This service will include up to two responses to requests for
additional information letters from each of these agencies. Permit fees are not included
in this scope. Wetland resources permitting services are not included in this proposal.
$15,000.00
E15 CONTRACT DOCUMENTS AND ASSISTANCE DURING BIDDING
CAS will prepare contract documents and specifications and assist the OWNER in
advertising for and obtaining bids to construct the system. CAS will run the pre -bid meeting
as the OWNER's representative to discuss the project and answer questions from
prospective bidders during the bid advertisement period. CAS will perform bid reviews,
tabulate bids, perform reference checks, and assist the Owner in the evaluation of bids and
submit bid award recommendation package to the OWNER.
$14,940.00
SUB1 GEOTECHNICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES
Geotechnical engineering services in support of the pump station design will be provided by
Radise International as a subconsultant to CAS. Radise International's proposal is attached.
Geotechnical Engineering: $9,410.00
CRAIG A. SMITH & ASSOCIATES PROPOSED SCOPE OF SERVICES
P4009
SUB2 ELECTRICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES
-- PAGE 6--
Electrical engineering services in support of the pump station design will be provided by
Smith Engineering Consultants, Inc (SEC). as a subconsultant to CAS. SEC's proposal is
attached.
Electrical Engineering : $26,500.00
SUMMARY OF COSTS
CAS proposes to accomplish the professional engineering services listed for the following total lump
sum fee, which is the sum of the fees for each phase and its specific work tasks:
SURVEYING
$106,965.00
UNDERGROUND UTILITY LOCATION SERVICES
$13,800.00
VACUUM EXCAVATON
$24,750.00
DRAINAGE ANALYSIS AND SYSTEM DESIGN
$160,000.00
PUMP STATION DESIGN
$65,000.00
COST ESTIMATE
$7,500.00
PERMITTING
Miami -Dade County -Class II/ACOE-Nationwide Permitting)$15,000.00
CONTRACT DOCUMENTS & BIDDING SERVICES
$14,940.00
SUBCONSULTANT - GEOTECHNICAL ENGINEERING
$9,410.00
SUBCONSULTANT — ELECTRICAL ENGINEERING
$26,500.00
TOTAL
$443,865.00
CRAIG A. SMITH & ASSOCIATES
PROPOSED SCOPE OF SERVICES
P4009 -- PAGE 7--
Additional Services
Any service not specifically included in the final Agreement will be considered as an Additional
Service. CAS will accomplish Additional Services upon proper written authorization of the CLIENT.
The fees for Additional Services are at the attached hourly rates or at a mutually agreed upon Lump
Sum Fee.
If this proposal is acceptable to you, please execute as indicated and return one executed copy
to our office for our files.
Yours Sincerely,
CRAIG A. SMITH & ASSOCIATES
Stephen C. Smith, P.E.
President
ACCEPTED BY:
SUNNY ISLES BEACH
Corporation Name
ignatu
Name of Authorized Representative
J A A o 2,
Date
�-Tj I V I-td-A(,t66
Title of Authorized Representative
A:\PROPOSAL-ASSEMBLY\_ COMPLETED —PROPOSALS \2020-Proposals\4009-Sunny_lsles_Beach-
Gen_Engr\Central IslandAreaPS\S I B-CIAPS-041921. docx
<'RRAA 0 ISE
INTERNATIONAL
February 22, 2021
CRAIG A. SMITH & ASSOCIATES
21045 Commercial Trail
Boca Raton, FL 33486
Attn.: Mr. Orlando A. Rubio, PE
Phone: 561-314-4445
Email: ORubio(cDcraigasmith.com
RE: Geotechnical Engineering Services Proposal
Sunny Isles Central Island Area Pump Stations
Sunny Isles Beach, Miami -Dade County, Florida
Dear Mr. Rubio,
RADISE International, L.C. (RADISE) is pleased to submit this proposal for the above
referenced project. It is our understanding that the project includes the design of two
pump stations in the City of Sunny Isles Beach. This proposal presents our proposed
scope of work, and establishes our schedule and fee for performing the work.
SCOPE OF SERVICES
The proposed scope of work for the project consists of the following:
1. Visit the site to field mark (paint and/or stake) the planned boring locations and
observe existing site conditions.
2. Contact Sunshine 811 to request field location and clearance of underground
utilities in the areas of the borings as per Florida Statutes.
3. Mobilize a truck -mounted drilling rig to each site.
4. Perform a total of two (2) Standard Penetration Tests (SPT) borings to depths of
30 feet below the existing ground surface; one (1) boring at each site. Following
completion of the drilling operations, the boreholes will be backfilled with grout.
5. Visually classify the collected soil samples in the field with laboratory
confirmation/QC verification of classifications using the Unified Soil Classification
System (USCS).
6. Assign and perform a series of laboratory test to ascertain soil index properties for
the soils encountered in each boring.
7. Perform appropriate geotechnical engineering analyses and prepare a
geotechnical engineering report providing the results of the SPT borings, the soil
laboratory testing, bearing capacity and foundation recommendations for the
proposed facility. Additionally, the report will provide recommendations regarding
proposed backfilling and compaction, pipeline bedding, and other considerations
for site construction including utility and foundation excavations.
Geotechnical Engineering Services Proposal Page 2
Sunny Isles Central Island Area Pump Stations
Sunny Isles Beach, Miami -Dade County, Florida
SCHEDULE/DELIVERABLES
Upon receiving written authorization to proceed, we will commence with field marking of
the boring locations and preparation of the utility locate request. Mobilization for the
drilling operations will occur soon after Sunshine 811 clearance of boring locations is
received from the contacted utilities. These two upfront activities are expected to require
no more than 2 to 3 weeks to complete.
The specified field drilling work is expected to require 1 day to complete. Laboratory visual
classification of the soils and report preparation will require about 2 to 3 weeks to complete
following completion of field work. We expect to provide the final report signed and sealed
by a registered professional engineer within 4 to 6 weeks of notice to proceed; however,
accelerations of this schedule may be facilitated if needed.
COMPENSATION & TERMS
Based upon our understanding of the project and interpretation of your requirements, we
propose to perform the scope of work outlined previously for a Lump Sum Fee as detailed
in the Fee Breakdown on Attachment A.
Soil samples obtained from the drilling operations will be retained by RADISE for a period
of 90 days from the date of drilling and then they will be discarded unless alternate terms
are agreed to in writing with the client.
CLOSURE
RADISE appreciates the opportunity to provide our services for this project, and trust that
the scope of work and fee presented in this proposal are clear and understandable.
Should the proposal contents require any clarification or amplification, please feel free to
contact us.
Sincerely,
RADISE International, L.C.
Andrew Nixon, P.E.
Operations Manager
Attachments: A — Fee Breakdown
CRAM -
INTERNATIONAL
OCI
RADISE
I N T E R N A T I O N A L
Attachment A - Fee Breakdown
Geotechnical Engineering Services
Sunny Isles Central Island Area Pump Stations
Sunny Isles, Miami -Dade County, Florida
1.0 FIELD EXPLORATION
1.1 Stake borings and Utility Clearance (Staff Engineer)
1.2 Mobilize Equipment - Drill Rig (Truck)
1.3 SPT Borings (2 to 30')
1.3.1 SPT Boring-0' to 50'
1.3.2 Casing Allowance - 0' to 50' - To keep borehole open in caving
soil conditions
1.3.3 Grout Seal/Cold Patch Boreholes
2.0 LABORATORY SERVICES
2.1 Laboratory Visual Classification QC/Verification- (Staff Engineer)
2.2 Natural Moisture Test (2 per boring)
2.3 Full Grain Size Analysis (1 per boring)
2.4 Fine Content Test (2 per boring)
2.5 Organic Content Test (1 per boring)
3.0 PROFESSIONAL ENGINEERING AND REPORTING SERVICES
3.1 Principal Engineer - QC Review
3.2 Senior Engineer
3.3 Project Engineer
3.4 Drafter / CADD
Qty
Unit
Unit Price
Total
8
Hour
$
105.00
$
840.00
2
Each
$
350.00
$
700.00
60
Foot
$
16.00
$
960.00
60
Foot
$
7.00
$
420.00
60
Foot
$
6.00
$
360.00
TOTAL FIELDWORK $ 3,280.00
2
Hour
$
105.00
$ 210.00
4
Each
$
15.00
$ 60.00
2
Each
$
85.00
$ 170.00
4
Each
$
50.00
$ 200.00
2
Each
$
50.00
$ 100.00
TOTAL LABORATORY SERVICES
$ 740.00
2
Hour $ 185.00
$
370.00
8
Hour $ 155.00
$
1,240.00
24
Hour $ 125.00
$
3,000.00
12
Hour $ 65.00
$
780.00
TOTAL PROFESSIONAL SERVICES
$
5,390.00
TOTAL AMOUNT
$
9,410.00
Smith Engineering
SEC
Consultants, Inc.
February 26, 2021
Mr. Orlando A. Rubio, P.E.
Craig A. Smith & Associates, Inc.
21045 Commercial Trail
Boca Raton, FL 33486
Re: Sunny Isles Beach Stormwater Pump Stations
Electrical Engineering Services Proposal
Dear Orlando:
Smith Engineering Consultants, Inc. (SEC) is pleased to provide this proposal for the
above referenced project. We propose to provide the following scope of services:
Design Phase:
1. Perform initial site visits and review preliminary drawings.
2. Request/coordinate electric service from FPL to both pump stations.
3. Electrical design including power, controls, instrumentation, and
SCADA/telemetry for the two (2) proposed new pump stations. Each pump
station will be designed with a portable generator connection for backup power
supply. The electrical design will be in accordance with the Florida Building
Code, the National Electrical Code, and applicable local codes.
4. SCADA/Telemetry design for a new, city-wide communications system to
provide remote control and status monitoring for the two (2) new pump stations as
well as future city needs.
5. Submit 60% plans, specifications, and cost estimate.
6. Submit 90% plans, specifications, and cost estimate.
7. Submit final (100%) plans, specifications, and cost estimate.
8. Assist with permitting as necessary.
SEC will prepare contract documents, suitable for bidding, permit, and construction. We
will assist in preparing addendums and respond to questions during the bid process. We
propose to furnish drawings in AutoCAD format using base plan drawings provided by
Craig A. Smith. Our lump sum fee to provide the Design Phase services described above
is $26,500.
2161 Palm Beach Lakes Blvd., Suite 312
West Palm Beach, FL 33409
(561) 616-3911 Fax (561) 616-3912
SEC
Construction Phase:
Engineering services during construction and construction observation services will be
performed on a periodic basis. A construction period of twelve (12) months is assumed
with both pump stations being constructed simultaneously by a single contractor.
1. Attend the pre -construction meeting.
2. Review electrical equipment shop drawings.
3. Respond to contractor requests for information (RFI's) and review change order
requests.
4. Attend up to eight (8) total construction meetings/site visits during construction.
5. Attend the start-up of electrical systems at each pump station.
6. Perform substantial completion and final inspections and prepare punch lists.
7. Prepare record drawings based upon contractor "as -built" drawings.
Our lump sum fee to provide the Construction Phase services described above is $16,000.
Thank you for using Smith Engineering Consultants as the source for these engineering
services. We look forward to working with you on this project.
Sincerely,
Larry M. Smith, P. E.
President
Accepted by:
EXHIBIT "2"
BASIS OF COMPENSATION SCHEDULE
SECTION 4: BASIS OF COMPENSATION
No.
Task Description
Cost per
Task
Submittal Schedule
30%
60%
90%
100%
%
1
Surveying
106,965.0
90,425.0
15,000.0
1,540.0
24.1
2
Underground Utility Location
13,800.0
13,800.0
3.1
3
Vaccum Excavation
24,750.0
21,750.0
3,000.0
5.6
4
Drainage Analysis/System Design
160,000.0
40,000.0
60,000.0
40,000.0
20,000.0
36.0
5
Pump Station Design
65,000.0
15,000.0
25,000.0
20,000.0
5,000.0
14.6
6
Cost Estimate
7,500.0
3,500.0
4,000.0
1.7
7
Permiting
15,000.0
7,500.0
7,500.0
3.4
8
Contract Documents/Bidding
14,940.0
7,000.0
7,940.0
3.4
9
Subconsultant Geotechnical
9,410.0
9,410.0
2.1
10
Subconsultant Electrical
26,500.0
11,925.0
11,925.0
2,650.0
6.0
11
12
TOTAL COST
443,865.0
13
Estimated Cost per Submittal
168,635.0
141,175.0
94,465.0
39,590.0
14
Estimated Percentage of Work
38.0
31.8
21.3
8.9
100.0
EXHIBIT "3"
PROJECT SCHEDULE
Central Island Area Drainage Improvements
Commissioners
Approved on:
5/20/2021
Craig A. Smith & Associates
Project Lead: Orlando A. Rubio, PE
Thu, 5/27/2021
Project Start:
ASSIGNED
Display Week:
1
TASK
Survey & Locates - Basin A
TO
PROGRESS
START
END
Days
S86 ROUTE SURVEY (BASIN A — 51 ACRES, MORE OR LESS)
CAS
0%
Thu, 5/27/2021
Mon, 7/5/2021
39
S87 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN A)
CAS
0%
Thu, 6/3/2021
Thu, 6/24/2021
21
S88 ROUTE SURVEY— UTILITY TEST HOLES (SOFT DIGS) (BASIN A)
CAS
0%
Fri, 8/6/2021
Tue, 8/10/2021
4
S90 PUMP STATIONS AND OUTFALLS (BASIN A)
CAS
0%
Thu, 5/27/2021
Fri, 6/11/2021
15
Survey & Locates - Basin B
S91 ROUTE SURVEY (BASIN A — 51 ACRES, MORE OR LESS)
CAS
0%
Mon, 7/5/2021
Tue, 7/27/2021
22
S92 ROUTE SURVEY - UTILITY SURFACE MARKS (BASIN A)
CAS
0%
Mon, 7/5/2021
Tue, 7/13/2021
8
S56 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN)
CAS
0%
Thu, 9/30/2021
Tue, 10/5/2021
5
S57 SKETCH AND DESCRIPTION — UTILITY EASEMENT (FORCE MAIN)
CAS
0%
Thu, 9/30/2021
Tue, 10/5/2021
5
ONE CALL COORDINATION & EM / GPR LOCATING
E74/E75
CAS
0%
Thu,5/27/2021
Thu,6/17/2021
21
E78 VACUUM EXCAVATION ("SOFT DIGS")
CAS
0%
Mon, 8/2/2021
Mon, 8/23/2021
21
CAS Engineering
E53A DRAINAGE ANALYSIS AMD SYSTEM DESIGN
CAS
0%
Thu, 6/3/2021
Fri, 10/1/2021
120
E53B PUMP STATION DESIGN AND ENGINEERING ANALYSIS
CAS
0%
Thu, 6/17/2021
Fri, 10/1/2021
106
E14 COST ESTIMATE
CAS
0%
Wed, 9/15/2021
Sat, 9/25/2021
10
E61 PERMITTING
CAS
0%
Mon, 8/2/2021
Mon, 10/11/2021
70
E15 CONTRACT DOCUMENTS AND ASSISTANCE DURING BIDDING
CAS
0%
Mon, 8/23/2021
Mon, 11/22/2021
91
Engineering - Subconsultants
SUB1 GEOTECHNICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES
RI
0%
Thu, 5/27/2021
Thu, 6/10/2021
14
SUB2 ELECTRICAL ENGINEERING DESIGN AND CONSTRUCTION SERVICES
SEC
0%
Mon, 8/2/2021
Fri, 10/1/2021
60