Amendment No. 1 to the Agreement with Ribbeck Engineering, Inc. AMENDMENT NO. 1 TO THE ENGINEERING DESIGN SERVICES FOR THE INDIAN CREEK
DRIVE/STATE ROAD (SR) A1A, 26 STREET TO 41 STREET - FLOODING MITIGATION
PROJECT (AGREEMENT NO. 16-29456)
This Amendment (Change Order) No. 1, is made and entered as of this 2 , day of
`rv = , 2017 by and between the CITY OF MIAMI BEACH, a municipal corporation
existing under the laws of the state of Florida, having its principal offices at 1700 Convention
Center Drive, Miami Beach, Florida 33139 (`City), and RIBBECK ENGINEERING, INC., having
its principal offices at 14335 SW 120 St. #205, Miami, Florida 33186 (hereinafter referred to as
Consultant).
WHEREAS, on September 27, 2015, the City experienced severe tidal flooding caused
by King Tides of 1.12 feet above mean high water, in the area of Indian Creek Drive, from 26th
to 41St Streets, which severely impacted both pedestrian and vehicular traffic for several days;
and
WHEREAS, to avoid continued tidal flooding and severe flooding caused by high
intensity rainfall events, the City, in conjunction with FDOT, must implement, as expeditiously as
possible, infrastructure improvements which will include a new storm water drainage system,
pump station, and seawall; and
WHEREAS, at its March 9, 2016 meeting, the City Commission adopted Resolution No.
2016-29332, approving an agreement between the City and Florida Department of
Transportation (FDOT) for the cost sharing of a construction project on Indian Creek Drive from
26th to 41st Streets, for certain infrastructure improvements that will include a new storm water
drainage system pump station and seawall; improvements to the existing roadway, curbs,
gutters and sidewalks, which will be elevated to meet new flood elevation requirements; and
improvements to driveways, light poles, signals, signage and pavement markings, which will be
replaced to match the new roadway alignment and configuration; and
WHEREAS, at the June 8, 2016 meeting, the City Commission authorized the award of
a Professional Service Agreement with Ribbeck Engineering, Inc., in the amount of $407,851,
with a scope of services which consists of developing a Design Criteria Package (DCP) and
conceptual plans for the design build construction of approximately 0.85 miles of Indian Creek
Drive, with the conceptual plans and DCP to be developed in accordance with FDOT design
requirements and City of Miami Beach requirements; and
WHEREAS, the Administration continues to believe that the findings certified in
Resolution No. 2016-29332 continue to exist, and that given the current condition of Indian
Creek Drive, and the periodic flooding and closure of the road due to said flooding issues, there
are extensive existing and potential future community hardships, including serious impacts to
quality of life issues, to justify the necessity of beginning construction on Indian Creek Drive
immediately; and
WHEREAS, the conditions in the area are so drastic and will only worsen if the work is
postponed in order to go through a three (3) to six (6) month competitive procurement process;
and
WHEREAS, in furtherance of the initiative to protect residents from tidal flooding within
the City of Miami Beach, the Public Works Department is requesting an additional scope of work
from Ribbeck Engineering, Inc., for the preparation of a set of interim construction plans from
or
25th to 26th Street and 26th to 41st Street, including side streets along the entire Project limits
of approximately 1.7 miles of roadway; the construction plans will include detailed roadway,
traffic control plans and analysis, seawall plans, drainage analysis and plans, signing, pavement
markings, lighting and signalization components, and related improvements, and the scope will
include a design variations memorandum and reports including crash data analysis and benefit
cost ratios which are required on FDOT projects, and which will adhere to FDOT design criteria
as well as City of Miami Beach contract requirements; and
WHEREAS, the interim construction plans are required in order to construct a 72" main
trunk along Indian Creek Drive, as well as to provide drainage improvements along the
aforementioned side streets, by upsizing the existing drainage lines to 24 inches, and the design
of pump station structure will also be part of the interim plans; and
WHEREAS, the cost proposal is in the amount of $863,171.92 for the preparation of
interim construction plans, plus a contingency of ten percent (10%) ($86,317.19) that has been
added, for a total amount of $949,489.11; and
WHEREAS, a scope of work has been provided and is attached as Exhibit 1 to the
Commission Memorandum accompanying this Resolution, along with the proposed hours of
effort for the work, attached as Exhibit 2 thereto, and providing that Ribbeck Engineering and
subcontractors will perform the work under the same hourly rates and percentages for overhead
and profit as their contract with FDOT; and
WHEREAS, due to the foregoing tidal flooding conditions and the urgent need for
completion of the Project, and due to the fact that Ribbeck Engineering is already performing
work on the Project, the City Manager, in assessing the totality of factors giving rise to this
situation, believes there is ample support to find and certify to the City Commission that a public
emergency exists and that it is in the best interest of the City to waive competitive bidding, as
the City would greatly benefit from utilizing Ribbeck to avoid coordination problems and
construction delays; and
WHEREAS, pursuant to the City's cost sharing agreement with FDOT for the Project,
FDOT has provided the City with notice of its concurrence to use of FDOT funds for its portion
of the costs associated with the scope of work that Ribbeck Engineering will perform under
Amendment No. 1 and, if this Resolution is adopted, the City will submit to FDOT the requisite
compliance certifications to FDOT, pursuant to the Agreement's terms.
WHEREAS, on April 26, 2017, in Resolution No. 2017-29839, the City Commission
approved the additional scope of work, in the amounts as set forth in this Change Order No. 1.
NOW THEREFORE, in consideration of the mutual promises and conditions contained
herein, and other good valuable consideration, the sufficiency of which is hereby acknowledged,
the City and Consultant hereby agree to amend the Agreement as follows:
1. ABOVE RECITALS.
The above recitals are true and correct and are incorporated as part of this Amendment.
2. MODIFICATIONS.
I. Article 1, Section 1.1 of the agreement is hereby amended to include TRACE
CONSULTANTS, INC, as an approved Sub-consultant for the project, as part of the
Definition for Consultant.
II. Article 7, Section 7.1 of the Agreement is hereby amended as follows:
7.1 Consultant's "Lump Sum" fee for provision of the Services, including
reimbursable expenses, for the original Project Scope shall continue to be $407,851,
as more fully delineated in Schedule B of the agreement. The Consultant's "Lump
Sum" fee for provision of the additional Scope of Services, as provided in this
Amendment No. 1 shall be $ 863,171.92, for an overall amount of $1,271,022.92
collectively for the project.
In addition, a contingency of ten percent (10%) of the additional cost for the
additional scope for the amount of $ 86,317.19 ($863,171.92 x 10% = $ 86,317.19)
has been set aside by the City for an overall contract Value of $1,357,340.11,
including the set aside Contingency.
However, the City's Contingency is available at the sole discretion of the Contract
Administrator to cover and/or defray additional expenses relative to design and
construction of the Project not included in or reasonably inferable from the scope of
work, or for additional changes or adjustments to work items deemed desirable by
the City to be included as part of the Contract Documents, or for additional costs
expressly chargeable to the City or for which the City is responsible pursuant to the
Contract Documents.
The Consultant shall have no entitlement whatsoever to any amounts in the City's
Contingency, and the City is under no obligation to assign any monies from the City's
Contingency to the Consultant. Use of funds from City's Contingency shall be
requested through the Additional Services process described in Article 5 and must
be approved in writing by the Contract Administrator or City Manager prior to
initiating any related work.
Any unused amounts in the City's Contingency shall accrue solely to the City.
Consultant shall have no entitlement what so ever to any unused Contingency
amounts.
III. Schedule A of the Agreement is hereby amended to include the following, as part of
the scope of services (Basic Services):
In addition to the Scope of Services described in Schedule A of the Agreement, the
Consultant shall perform the following work, as set forth below and as delineated
herein as follows:
Task 1: The Scope of Services for this Supplemental work from Indian Creek
Drive from 26th Street to 41st Street RFP and Conceptual
Project General Task
Additional hours for:
• Progress and Coordination Meetings with City of Miami Beach
• Coordination Meetings with Florida Department of Transportation (FDOT)
• Coordination meetings with required discipline reviewers
• Coordination meetings with key stakeholders.
• Coordination with Geotechnical, Surveyor, Structure and Environmental
Consultants providing services to the City of Miami Beach.
• Plans review meetings and field review meetings.
Roadway Analysis and Plans:
Design Variations memorandum and reports including crash data analysis and
benefit cost ratios as requested by the Department for the following Design
Elements:
• Border Width Design Variation
• Horizontal Alignment Design Variation
• Super elevation Design Variation
• Spacing between VPI's Design Variation
• Sight Distance at Intersections (Index 546) Design Variation
• Stopping Sight Distance Design Variation
• Minimum Parking Restrictions Design Variation
• Bicycle Lane Width Design Variation
Task 2: The Scope of Services for this work from Indian Creek Drive from 25th
Street to 26st Street and Collins Avenue from 26th Street to 27th Street Interim
Construction Phase
Roadway Analysis and Plans:
• Roadway restoration analysis and plans
• Drainage Plan and Profile Sheets
• Traffic Control analysis and plans
• Roadway Quantity take off and summary of pay items in compliance with FDOT
Basis of
• Estimates
• Field Reviews
• Roadway analysis coordination with FDOT
• Roadway coordination with Contractor.
Drainage Analysis and Plans:
• Design of Storm Drains including the evaluation and analysis for 22 new
drainage structures within Collins Avenue from 25th Street to 26th Street. It also
includes Collins
Avenue at 26th Street intersection drainage improvements, as well as Collins
Avenue from 25th Street to 26th Street 72 Inches trunk line construction to be built
to meet interim condition and to later transition into ultimate condition working
under gravity flow conditions.
• Temporary Drainage Analysis including the evaluation to maintain drainage
during construction as well the drainage interim phase between the newly
constructed 72" trunk-line and the existing side-street drainage.
• Drainage coordination with Contractor during construction and field reviews.
• Drainage Map
• Drainage Quantity take off and summary of drainage structures in compliance
with FDOT Basis of Estimates.
• Drainage calculations
• Permit Set for SFWMD and DERM
• Miscellaneous Drainage Details
• Optional Pipe Material
• Drainage Structure Sheets
Utility Coordination:
• Utility Coordination with UAO's
Signing and Pavement Markings Analysis and Plans:
• Signing and pavement markings analysis and plans for roadway restoration after
drainage improvement construction as per MUTCD and FDOT criteria.
Signalization Analysis and Plans:
• Signalization analysis and plans for roadway restoration after drainage
improvement construction as per MDCTS&S Division and FDOT requirements
including pedestrian signal features restoration pull boxes, conduits, loops, etc.
Task 3: The Scope of Services for this work from Indian Creek Drive from 26th
Street to 41st Interim Construction Phase
Roadway Analysis and Plans:
• Roadway restoration analysis and plans
• Drainage Plan and Profile Sheets
• Traffic Control analysis and plans
• Roadway Quantity take off and summary of pay items in compliance with FDOT
Basis of estimates
• Field Reviews
• Roadway analysis coordination with FDOT
• Roadway coordination with Contractor.
Drainage Analysis and Plans:
• Design of Strom Drains including the evaluation and analysis of 100 new
drainage structures within Indian Creek Drive mainline to be build (to meet
interim condition and to later transition into ultimate condition) for the new 72"
trunk-line and 50 additional new drainage structures within side streets from
Collins Avenue to Indian Creek Drive for the 24" pipe upsize working under
gravity flow conditions.
• Temporary Drainage Analysis including the evaluation to maintain drainage
during construction as well the drainage interim phase between the newly
constructed 72" trunk-line and the existing side-street drainage.
• Drainage coordination with Contractor during construction and field reviews.
• Drainage Map
• Drainage Quantity take off and summary of drainage structures in compliance
with FDOT Basis of Estimates.
• Drainage calculations
• Permit Set for SFWMD and DERM
• Miscellaneous Drainage Details
• Optional Pipe Material
• Drainage Structure Sheets
Utility Coordination:
• Utility Coordination with UAO's
Signing and Pavement Markings Analysis and Plans:
• Signing and pavement markings analysis and plans for roadway restoration after
drainage improvement construction as per MUTCD and FDOT criteria.
Signalization Analysis and Plans:
• Signalization analysis and plans for roadway restoration after drainage
improvement construction as per MDCTS&S Division and FDOT requirements
including pedestrian signal features restoration pull boxes, conduits, loops, etc.
SRA1A from South of 25th Street to 26th Street & Collins Avenue Interim
Construction Phase
Scope of Work
This Scope of Services consists of redesigning the previously designed set of plans
for approximately 0.22 miles of roadway which includes 0.13miles along Collins Ave
from South 25th Street to North of 26th Street, 0.09 miles along Indian Creek Drive
from 26th Street to South of 27th Street, 50 feet along 25th Street and 50 feet along
26th Street. The revision was requested by the City of Miami Beach in order to
reconstruct SR-A1A raising the profile along with transitioning to the aforementioned
side streets and add drainage inlets along Collins Ave Northbound matching the new
roadway elevation, in lieu of the roadway restoration plans included under the
original set of plans. The revised set of plans includes roadway reconstruction, traffic
control plans, drainage, signing & pavement markings, and signalization
components. The construction plans will follow FDOT design criteria as well as City
of Miami Beach contract requirements.
Project General Task
• None under this Supplemental. Hours will be included under a separate
supplemental.
Roadway Analysis and Plans:
• Roadway reconstruction analysis and plans (raising profile and transitions at
Collins and side streets as per FDOT criteria).
• New pavement design for Collins Avenue
• Revision to typical sections to include barrier wall, roadway reconstruction and
greenway.
• Traffic Control analysis and plans
• Cross sections
• Roadway quantity take off and summary of pay items in compliance with FDOT
Basis of
• Estimates
• Roadway analysis coordination with FDOT
• Harmonization at each private property, where required
• Field reviews have not been included under this task. Hours will be included
under a separate supplemental.
Drainage Analysis and Plans:
• Revision of drainage structure top and inlet elevations to match final roadway
elevation.
Signing and Pavement Markings Analysis and Plans:
• Signing and pavement markings analysis and plans for new scope and project
limits due to roadway reconstruction as per MUTCD and FDOT criteria
• Signing and Pavement Markings quantity take off and summary of pay items
Signalization Analysis and Plans:
• Signalization analysis and plans per MDCTS&S Division and FDOT requirements
including mast arms, pedestrian signals, pull boxes, conduits, loops, etc. due to
the intersection plateau being raised by the roadway reconstruction.
• Signalization quantity take off and summary of pay items
TRACE CONSULTANTS, INC
Lighting Analysis and Plans
• Develop full lighting design analysis report to submit to City of Miami Beach,
FDOT and Miami-Dade County
• Perform voltage drop calculations
• Develop lighting design following FDOT's latest criteria requirements which will
divide the corridor into 16 different analysis zones with different horizontal and
vertical illumination requirements
• Develop proposed temporary lighting to be utilized during construction
• Attend design meetings with City staff, FDOT and maintaining agency
• Prepare construction plans following FDOT requirements for plans production,
specifications and pay items
• Quantities
• Engineers Probable Construction Estimate
• Provide required post design services including attending field reviews, progress
meetings, reviewing shop drawings and making plan revisions
BOLTON PEREZ AND ASSOCIATES SCOPE OF WORK
Indian Creek Drive from 25th Street to 41st Street — Bulkhead Seawalls, Pump
Structure and Temporary Steel Sheet Pile Cofferdam - Structural
The work will be performed in accordance with City of Miami Beach and FDOT design
requirements, and includes the following tasks:
• Develop horizontal and vertical wall layout geometry based on survey cross
sections depicting the location of the existing wall and baseline geometry.
• Develop plan views of approximately 4500 LF of retaining walls with gravity wall
returns.
• Develop typical wall section of City of Miami Beach standard bulkhead wall,
including provisions for drainage and utility pipe crossings depicting elevations at
top of wall and existing grade at face of wall.
• Design and develop final plans and details for the concrete drainage pump
structure, including the temporary steel sheet pile cofferdam for construction of the
pump structure. The geotechnical engineer shall provide recommendations and
criteria for the foundation design.
• Coordinate the work with the City of Miami Beach Engineer, Geotechnical
Engineer, Drainage Engineer, Environmental Engineer, and Utility Engineer.
• Develop permit drawings for South Florida Water Management District (SFWMD)
and DERM. The permit drawings will be split into two packages. The first
between 25th Street to 26th Street (includes both SFWMD and DERM) and the
second from 26th Street to 41st Street (in two submittals, one for SFWMD and
another for DERM).
• Develop preliminary design of Temporary Critical Walls (TCW) for construction of
the main drainage pipe running parallel to SR AIA (Indian Creek) and preliminary
design of permanent steel sheet pile walls along FDOT RW. Design the wall to
support the excavation required to install the proposed drainage pipe along SR
AIA. Evaluate the feasibility for the use of the TCW or contractor proposed trench
box based on proposed traffic control plans.
• Review contractor shop drawings for the bulkhead walls and pump structure.
IV. Article 2, Section 2.7, Sub-section 2.7.1 is hereby amended as follows:
2.7.1 Term: The term of this Agreement shall commence upon execution by the City
and Consultant, which is shall continue to be the Effective Date referred to on page 4
one (1) hereof of the Agreement, and shall be in effect until all Services are
completed or all Services authorized under Notices to Proceed are completed and
accepted by the City, whichever is later. Notwithstanding the preceding Term,
Consultant shall adhere to any and all timelines and/or deadlines, as set forth in the
Scope of Services (if any) and in Schedule E, as amended on this amendment No. 1.
V. Schedule E of the Agreement is hereby amended to replace and update the project
schedule as follows:
ter.
Lb Development of Request for Proposal(RFP)and Conceptual Plans for
Reconstruction of Indian Creek Drive from 26th Street to 41st Street
ID Task Name al.. SMd nmsf Pre00ce.o„ 2017
Jul Aug Sep CM Nov Dec Jen Feb Mar Apr May Jun Jul Aug Sep
1 CONCEPTUAL PLANS AND REP DEVELOPMENT 299 days Use 811116 Thu 9121111
2 NOTICE TO PROCEED 1 day Mon 811116 Mon 811;16 +I
3 Receive Survey and ROW data 1.1 1 day Mon 911116 Mon Bi1;15 SS
0 Receive Utility locates and 000's as-built data I'll 1 day Mon 811116 Mon 011118 SS
8 Multi-Discipline Field Review 1 day Tue 012118 Tue 812116 •
8 Nick-off Meeting 1 day Wed 813116 Wed 813116 •
7 Request and Obtain Traffic Data 20 days Tue 812118 Mon 8129116
8 Request and Obtain Pavement Coring and Evaluation Report 1•I 30 days Tue 812116 Mon 9112116 '' OM_
8 Profile how much
road can be
RT EOP profile.Including aide street profiles and driveway profiles to 50 days Tue 812118 Man 10110118
determine how much road can be raised
10 Receive Seawall layout to determine footprint of proposed road IN 1 day Mon 10110118 Mon 10110116
II Prepare and Submit Typical Section Package to dna City for concurrence and FOOT for approval 20 days Fri 11118116 Thu 12115118 1,9SS+20 days —I
12 Submit Typical Section Package for Review 30 days Fri 12118116 Thu 1126117 11
13 Address comments and Re-submit Typical Section Package to FOOT for Approval 30 days Fri 1127117 31w 319117 12 �I —
14 Receive Approved Typical Section 30 days Thu 4113117 Wad 5124117 13 •
•
15 Prepare roadway horizontal layout 60 days Fri 11116118 ibis 219117 1158,91110
I:) a)
•
18 Submit Roadway Horizontal Layout 14 days Fri 2110117 Wed 311117 15 �'
17 Address Comments for Horizontal Layout and resubmit layout BO days Zhu 312117 Wed 715117 16
IT Prepare roadway cross sections and final proliles 40 days Wed 11118116 Tue 1110117 ``
19 Receive drains a main trunk layout Ito be d with Sea wal layout task)I" 1 da Mon 1117178 Mon 1117118 1 )
A Y prepare Y Y la_•
_
20 Conceptual Drainage and Pump Station analysis and layout 20 days Fri 12116118 Thu 1112117 19,1555+20 days,9 ga
21 Prepare SPM and SiBnalixation conceptual design and master layout roll plat 30 days Fri 12/2119 Thu 1112117 1555+10 days II... t�
22 Submit SPM Layout for review 30 days Fri 1113117 Thu 2123117 21 II
�23 Structulanalysisanddetailsforpumpstationandroadwayldraianpencidentalstructuraldetails 20days Fri2124177 Th3123117 9,2055+10
da1's,15FS+10 days
24 Prepare and Submit Pavement Design Package to FOOT 20 days Fri 12116116 Thu 1112117 7,8,11
25 Respond to comments and resubmit Pavement Design Package 14 days Fri 1113117 Wed 211117 24
28 Request ESAL for Collins Ave 90 days Thu 212117 Wed 817117 25 .,
27 Resubmit Pavement Design Packge 30 days Tlw 818117 Wed 7119117 26
28 Receive Approved Pavement Design Package 74 days Thu 7120117 Tue 018117 27
20 Identify Design Variations and Exceptions 5 days Fri 11118118 Thu 11124116 9 •
30 Prepare Design Variations 60 days Fri 11125118 Thu 2118117 29
31 Design Variation Review 45 days Fri 2117117 Thu 4120117 30 -
32 Respond to comments and Resubmit Design Variations 80 days Fri 4121117 Thu 7113117 31 -.-..
33 Receive Approved Design Variations 14 days Fri 7114117 Wed 812117 32
34 Receive Environmental write up and any environmental assessmentlattachment for the RFP I'1 1 day Mon 11121118 Mon 11121116 1
35 Prepare Request for Proposal IRFPI Draft 40 days Thu 5125117 Wed 7119117 14 --. —�I
36 Papa turning meeting with City and DOT 1 day Thu 7120117 Thu 7120117 35 If
37 Update RFP based an page turning meedng 10 days Fri 7121117 Thu 813117 38 •
58 Production of Conceptual plans and Roll Plots to be appended to REP 15 days Thu 716117 Wed 7126117 9,15,21,23,17 P11111111
39 Suantity takeoff and preparation of Cost Estimate and Schedule of Values 15 days The 716117 Wed 7126117 3855 •
40 Submit RFP,Concepdal Plans and Schedule of Values to City and FOOT for review 20 days Thu 7127117 Wed 8123117 38,38 •
at Update Conceptual Plans and RFP based on FOOT and City comments 20 days Thu 8124117 Wed 9120117 40
02 Submit Final REP.Conceptual Plans and Schedule of Values 1 day Thu 9121117 Thu 9121117 41 1
TW • I MNpwle O Read Up QblTrk I NeW keaW ay Burney c. ... ,7
Project'raw reek RFP CrNy Tesk 1 Summary 2— WNed w MNMmw 0 Ealand Tub Draw 6
DW:Fd dM
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r)NON:Oa.wen assumed for one Nam»In rod.me NnS eehed.Y will depend en tie amt du.Mal Ore M he Mamma be proNNt P.M.1
Interim 1 -Plans for Drainage Improvements along
SR A1A from 25th Street to 26st Street and along Collins Avenue
ID ras.Nane Duration sten Mesh Preoecesems 2017
OW Nov Dec Jen Feb Mar Apr May Jun Jul Aug
' INTERIM PHASE 1-FOR EMERGENCY DRAINAGE IMPROVEMENTS 53 drys Fri 1111806 Toe 1131117
2 NOTICE TO PROCEED 1 day Fri 11118116 Fd 11118116
3 Receive Survey and ROW data 11 1 day Fri 11118116 Fri 11118116 2SS
Receive Utility locates and UAO's as-built data 11 1 day Fri 11118116 Fri 11118116 2SS
5 Multi-Discipline Field Review 1 day Mon 11121116 Man 11121116 2
6 Kick-of Meeting 1 day To.11122116 Tue 11122/16 5
7 Receive Seawall Layout to determine footprint of proposed road;'I 1 day Mon 11121116 Mon 11121116 2 •
•
B Prepare and Submit Drainage Plans 30 days To.11122116 Mon 112117 3,4,7 •
•
•
•
9 Drainage Plan Review 14 days To.113117 Fri 1120117 8 •
--
15 Address comments and Resubmit Plans to FOOT ler Approval 7 days Mon 1123117 To.1131117 9 •
•
II POST DESIGN FOR INITIAL SERVICES 8 days Wad 3116117 Mon 3/27/17
12 Meet with Contractor to Discuss TCP Alternatives 1 day Wed 3115117 Wed 3115/17 11
•
13 Prepre Revised TCP with Detour 7 days Thu 3/16117 Fd 3124117 12
14 Submit Revised TCP with Detour 1 day Man 3127117 Mon 3127117 13
15 CHANGE IN DESIGN SCOPE.FROM ROADWAY RESTORATION TO ROADWAY RECONSTRUCTION SOdays Wed 4/28/17 Tue7118117 I)
16 Meet with City to Raise the Roadway to Final Grade 1 day Wed 4126117 Wed 4426117
17 Meet with FOOT to Discuss Pavement Options and Barrier Wall Options along Collins Ave 1 day Wed 513117 Wed 513117
18 Prepare Revised Plans Raising Collins Ave to Final Grade 30 days Thu 514117 Wed 6114117 17
19 Prepare Lighting Plans 15 days Thu 5125117 Wed 6114117 18SS+15 days eG.—i.
29 Prepare Signalization Plans 10 days Thu 5125117 Wed 617117 t sSS*15 days ea%
21 Submit Revised Plans to FOOT for Review 1 day Thu 618117 Thu 618117 20
-��
FOOT Review 14 days Fri 619117 Wed 6128117 21
23 Respond and Address FOOT Comments 14 days Thu 6129117 Tue 7118117 22
• TM Milestone O Retied Up Cr1101 Task _,..<....._. ._.m SAW Group By Summary V J
Project haw Greek Detre RFP Crktel Task Summer V O Rolled Up Watena O External Teske Daetllina E
Dabs Fd 6/2/17
Moon= Roiled Up Teek .__-.- ..1 RONaC UP PlePena Project Summery .____...
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•
•
•
•
•
•
1 Interim Phase 2-Plans for Drainage Improvements along
Indian Creek Drive from 26th Street to 41st Street
ID Task Name Duration Starr Fnish Predecessors 7017
Jan ...Feb Mar Apr May Jun Jul Aug Sep OM
I CONCEPTUAL PLANS AND REP DEVELOPMENT 158 days Mon 2120117 Wed 9127117
2 NOTICE TO PROCEED 1 day Mon 2120117 Mon 2120117 —I-
7 Receive Survey and ROW data I'I 1 day Mon 2120117 Mon 2120117 2SS if
4 Receive Utiity locates and UA O's ashuilt data I'1 1 day Mon 2120117 Mon 2120117 205 II
5 Receive Seawall Layout to determine footprint of proposed road 11 1 day Man 2120117 Mon 2120117 2SS '01
mr
6 Multi-Discipline Field Review 1 day Tue 2121117 Tue 2121117 2 h
7 Kick-off Meeting 1 day Wed 2122117 Wed 2722117 6 1
6 Prepare and Submit Preliminary Drainage Plans for Contractor and City Review 60 days Thu 2123117 Wed 5117117 7
A Prepare and Submit Preliminary Drainage Cross Sedan Sheets for Contractor and City Review 60 days Thu 2123117 Wed 5117117 7 --
10 Meet with City to Coordinate Interim Project Scope and Limits for Roadway and Drainage Improvements 1 day Wad 5110117 Wed 5110117 755.50 days
11 Prepare TCP,Roadway and Drainage Plana 45 days Fri 6116117 Thu 8117117 10 -1I
12 Prepare Lighting Plana 30 days Wed 6121117 Toe 811117 10SS+30 days
13 Prepare Signalization Plans 15 days Wed 7112117 Tue 811117 10SSt45 days .._
14 Submit Revised Plans to FOOT for Review 7 day Fri 8118117 Fri 811 011 7 1 3,1 1
15 FOOT Review 14 days Mon 0121117 Thu 917117 14 --
16 Respond and Address FOOT Comments 14 days Fri 918117 Wed 9127117 15 --
Teak ® MMebw O Poled Up Carol TaNc 1 Spa Orap By Swimmy V V
Project laden peek Once RFP Crateal Taek Summery V O Rolled Up Milelaerc O External Teeb I DepdgM 7
Dab:Fd 6/2/17 J
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Project Staff Hour Summary
Name of Consultant:Ribbeck Engineering,Inc. Indian Creek Drive from 26th Street to 41st Street RFP and Conceptual Plans Supplemental
429228-2-58-01
Project Staff Hours
Activity Enter Firm Enter Name
No. Activity Name Sub 1 Sub 2 Sub 3 Sub 4 Sub 5 Sub 6 Sub 7 Sub 8 Sub 9 Sub 10 Sub 11 Sub 12 Total Hours
3 Project Common and General Tasks 160 160
4 Roadway Analysis 216 216
5 Roadway Plans 0 0
6a Drainage Analysis 0 0
6b Drainage Plans 0 0
7 Utilities 0 0
8 Env.Permits.Compliance 8 Clearances 0 0
9 Structures-Summary,Misc.Tasks,Dwgs. 0 0
10 BDR 0 0
11 Temporary Bridge 0 0
12 Short Span Concrete Bridge 0 0
13 Medium Span Concrete Bridge 0 0
14 Structural Steel Bridge 0 0
15 Segmental Concrete Bridge 0 0
16 Movable Span 0 0
17 Retaining Walls 0 0
18 Miscellaneous Structures 0 0
19 Signing&Pavement Meriting Analysis 0 0
20 Signing&Pavement Marking Plans 0 0
21 Slgnalization Analysis 0 0
22 Signallzation Plans 0 0
23 Lighting Analysis 0 0
24 Lighting Plans 0 0
25 Landscape Architecture Analysis 0 0
26 i,Landscape Architecture Plans 0 0
27 Survey-Field and Office Support 0 0
28 Photogrammetry 0 0
29 Mapping 0 0
30 Terrestrial Mobile LiDAR 0 0
31 Architecture Development 0 0
32 Noise Barriers Impact Design Assessment 0 0
33 ITS Analysis 0 0
34 ITS Plans 0 0
35 Geotechnical 0 0
Project Total 376 0 0 0 0 0 0 0 0 0 0 0 0 376
27 !Survey Field Crew Days 0 0
Notes. 1 Staff hours for prime consultant come directly from each discipline's worksheet.
2.Staff hours for subconsultants are to be entered manually Into columns 0 through O.
3.For workbooks prepared by subconsultants,their project hours will be totaled In column C.
2016_11_10_IndianCreek Fee_P2_Supplemental REI
Summary Page 1 of 9 11/102016
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number' 429228-2-58-01 Project Name: Indian Creek Drive from 26th Street to 41
FAP Number: TBD Date: 11/10/2016 Name of Consultant: Ribbeck Engineering,Inc.
WOR „sc arnan„ EMPLOYEE CLASSIFICATION TOTAL
ACTIVITY LKKy STAFF HOURS ON CADS
Project Sr Project Project Engineer Staff Classi- Staff Classi- Staff Classi- Staff Classi- Staff Classi- Staff Classi-
Rim 1 Manager EngineerEngineer5r.Engineer Intern &'oesgnr ficallon 7 ficatlon 8 ficallon 9 f ation 10 fication 11 fication 12 RANGE
Hours Hours Hours Hour Hours Hours Hours Hours Hours Hours Hours Hours Hours I PERCENT
3.Project General and Project Common Tasks 160 160 0 0 0 0 0 0 0 0 0 0 0 160 176
4,Roadway Analysis 216 43 43 43 22 43 22 0 0 0 0 0 0 216 238
5.Roadway Plan 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
6a.Drainage Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
6b.Drainage Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7.Utilities 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
8.Environmental Permits,Compliance&Clearances 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9.Structures-Misc.Tasks.Dwgs,Non-Tech. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12.Structures-Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15.Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
17.Str lures-Retaining Walls 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
18.Structures-Miscellaneous 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
19.Signing&Pavement Marking Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0
20.Signing&Pavement Marking Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
21,Signaliaation Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22.Signal¢ation Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
24.Lighting Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
25.Landscape Architecture Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
26.Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
27.Survey(Field&Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
28.Phologrammelry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
30.Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
31.Architecture Development 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
32.Noise Barners Impact Design Assessment 0 0 0 0 0 0 0 0 O 0 0 0 0 0 I 0
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0
34.Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 0 00
TOTALS 376 203 43 43 22 43 22 0 0 0 0 0 0 376 ! 414
field Survey FWimate:
Haws. 0 4-roan crew days FIRM TOTAL 378 I 414
1.This worksheet provdes the distribution of agfmsjptgl staff hours fora lrgect.
2 Percentages for staff now distribution by classtrcalion are entered below in rows 63 to 98 of this sheet.
3.Tata)Stag Hours(column O)may not patch staff hours from Summary worksheet(column S)due to rounding.Staff hours calculated for employee classifications are to he adjusted so totals in columns B and O match.
4.Formulas under Total Staff Fours Range'(columns O a P)may be adjusted to provide desired range.
am_iiis trema t,,ta_sywnw)m Peaxae IYOIa 9011411eaxavam�a�IEI
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number: 429228-2-58-01 Project Name Indian Creek Drive from 26th Street to 41
FAP Number TBD Date. 11/10/2016 Name of Consultant: Ribbeck Engineering.Inc.
Staff Hour Distribution Percentages-Firm Total
Hourarrom
mmaN Project Sr Project Project Engineer Staff Classi-Staff Classi- Staff Classi- Staff Classi- Staff Classi-Staff Classi-
Fino Total Manager Engineer Engineer Sr.Engineer Intern Sr.Designer fication 7 fication 8 fication 9 fication 10 fication 11 fication 12 Total
3.Project General and Project Common Tasks 160 100.0% 00% 0.0% 00°/ 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% 00% 100.00%
4.Roadway Analysis 216 20.0% 20.0% 200% 20.0% 10.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 100.91%
S Roadway Plans 0 00% 00% 200% 40.0% 40.0% 00% 00% 00% O.o% 0.0% O.O% 100.00%
6a.Drainage Analysis 0 20.0% 0.0% 0.0' 0.0% 00% 00% 0'r 0.0% 0.0% 0.0% 10000%
6,Drainage Plana 0 0.0% 00% 0.1 1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
7.Utilities 0 0.0% 00% 0, 1% 0.0% 100.0% 0.0% 0.0% 0.0% 0.0% 100.92%
8.Environmental Permits,Compliance 8 Clearances 0 00% 0,0% 00 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.00%
9.Structures-Misc.Tasks.Dwgs,Non-Tech. 0 0.0% 00% 0.0" )0% 00% 0.0% 0.0% ,.. 0.0% 0.0% 0.0% 000%
10.Structures-Bridge Development Report 0 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 00% 0.0% 0.00%
11.Structures-Temporary Bridge 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.00%
12.Structures-Short Span Concrete Bridge 0 0.0% 0.0% 0 0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
13.Structures-Medium Span Concrete Bridge 0 0.0% 00% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.00%
14.Structures-Structural Steel Bridge 0 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
15.Structures-Segmental Concrete Bridge 0 0.0% 0.0% 0.0% 0,0% 0.0% 0.0% 0.00 0.0% 0.0% 0.0% 00% 0.00%
16.Structures-Movable Span 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.00%
17.Structures-Retaining Walls 0 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
18.Structures-Miscellaneous 0 00% 00% 00% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 000%
19.Signing 8 Pavement Marking Analysis 0 0 0% 0.0% 60.0% 0.0% 20.0% 20.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.00%
20.Signing 8 Pavement Marking Plans 0 00% 0.0% 20.0% 0.0% 40.0% 400% 00% 0.0% 00% 0.0% 00% 100.00%
21.Signalaation Analysis 0 0.0% 100.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 100.00%
22 Signalization Plans 0 0.0% 20.0% 0.0% 0.0% 40.0% 40.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 100.00%
23.Lighting Analysis 0 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
24.Lighting Plans 0 0.0% 00% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
25.Landscape Architecture Analysis 0 0.0% 0.0% 0.2 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
26.Landscape Architecture Plans 0 00% 0.0% 0: 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 00% 0.00%
27.Survey(Field 8 Office Support) 0 00% 0.0% 0.. 00% 0.0% 0.0% 00% 00% 0.0% 0.0% 5.0% 0.0% 0.00%
28.Photogrammetry 0 00% 0.0% 0' ]% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.00%
29.Mapping 0 00% 0.0% 0.0%= 2.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
30.Terrestrial Mobile LiDAR 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.00%
31.Architecture Development 0 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 000%
32,Noise Barriers Impact Design Assessment 0 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
33.Intelligent Transportation Systems Analysis o 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.00%
34.Intelligent Transportation Systems Plans o 00% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% o.o% 0.0% 0.0% 0.0% 000%
35.Geotechnical 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.00%
ESTIMATE OF WORK EFFORT AND COST-PRIME CONSULTANT
Name of Project' Indian Creek Drive horn 26th Street to 41st Street RFP and Conceptual Plans Supplemental Consultant Name'.Ribbeck Engineering,Inc.
County' Miami-Dade Consultant No'. F-26-0460464
FPN. 429228-2-08-01 Date'. 11/10/2016
FAP No., TBD Estimator Carlos Ribbeck,P E
Total Stag Project Sr Project ProjM Engineer Staff CUaai- SUR CIxsi- Staff Classi- Staff Classi- Staff Classi- staff Classi- SM Salary Average
Stiff Ctaxificatim tours From Syn E Engineer Br.Engineer Intern �'Oxlgner fica600 T fica5on 8 fication 9 fica5on 1e fixation 11 fication 12
-SH Summafi manager �, By Cost By Rate Per
-Firm- 56500 $5800 550.00 $6000 $31 00 52500 $000 $000 $000 $000 $0.00 5000 Activity Activity Task
3.Project General and Project Common Tasks 160 160 0 0 0 0 0 0 0 0 0 160 510.400 565.00
4 Roadway Analysis 216 43 43 43 22 43 22 0 0 0 0 2 6 510.900 550.46
5.Roadway Plans 0 0 0 0 0 0 0 0 0 0 SO 9010101
6e Drainage Analysis 0 0 0 0 0 0 0 0 0 0 50 901010'
6b.Drainage Plans 0 0 0 0 0 0 0 0 0 0 50 9010/01
7.ltilibaa 0 0 0 0 0 0 0 0 0 0 50 9010101
8.Environmental Permds.Compliance 8 Clearances 0 0 0 0 0 0 0 0 0 0 50 9010101
9.Structures-Misc.rash,Dwgs.Non-Tech. 0 0 0 0 0 0 0 0 0 0 50 901010!
10.Structures-Brdge Development Report 0 0 0 0 0 0 0 0 0 0 50 9010101
tt.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 50 9010101
12.Structures-Stag Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 50 9010/01
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 50 10IV/01
14.Structures Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 50 9010/01
15.Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 0 SO 901010!
16.Structures-Movaae Span 0 0 0 0 0 0 0 0 0 0 So 101010,
17.Structures-Retaining Walls 0 0 0 0 0 0 0 0 0 0 50 901010!
18.Structures-Miscellaneous 0 0 0 0 0 0 0 0 0 0 50 SUMO!
19.Signing 8 Pavement Marking Analysis 0 0 0 0 0 0 0 0 0 0 $0 901010!
20.Signers 8 Pavement Marking Plans 0 0 0 0 0 0 0 0 0 0 50 9010/0,
21.Signaliaadon Analysis 0 0 0 0 0 0 0 0 0 0 50 9010/01
22.Signalbation Plans 0 O 0 0 0 0 0 0 0 0 50 9010/0!
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 SO 901010'
24 Lighting Plans 0 0 0 0 0 0 0 0 0 0 50 aDIV 0.
25.Landscape Aroheecture Analysis 0 0 0 0 0 0 0 0 0 0 SO 9DIV-0'
26 Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 SO 9010/0'.
27.Survey(Field 8 Office Support) 0 0 0 0 0 0 0 0 0 0 $0 9010/0!
28.Photogrammhy 0 0 0 0 0 0 0 0 0 0 50 1010/01
29.Mapping 0 0 0 0 0 0 0 0 0 0 50 9010/0!
30.Terrestrial Mobile UDAR 0 0 0 0 0 0 0 0 0 0 50 9010/0'.
31.Architecture Development 0 0 0 0 0 0 0 0 0 0 $0 9010/0'.
32.Noise Barriers Impact Design Assessment 0 0 0 O 0 0 0 0 0 0 50 9010/0!
33.Iraeeigent Transportation Systema Analysis 0 0 0 0 0 0 0 0 0 0 SO 9010/0!
34.Intelligent Transportation System Plans 0 0 0 0 0 0 0 0 0 0 50 9010/01
35 Santechntcal 0 0 0 0 0 0 0 0 0 0 50 9DIVI0!
Total Staff lours 376 203 43 43 22 43 22 0 0 0 0 0 0 376
Total Staff Cost 513.195.00 52.494.00 52405.00 5132000 51.333.00 5550.00 $0.00 $000 $0.00 $000 s000 $000 521,300.00 566.85
Check= 521300.00
Surrey Field Days by Subconsueant SALARY RELATED COSTS'. $21300.00
4-Person Crew'. OVERHEAD: 163.76% $34.881188
OPERATING MARGIN: 38 5% $8200.50
Notes: FCCM(Faal'Ses Captal Cost Money): 1767% 5163.37
1.This sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES: $000
4-men crew
2.Manually enter fee from each subconsultant Unused suhmnsueant rows may be hidden. Survey(Field-if by Prime) 0 days @ S /day $000
SUBTOTAL ESTIMATED FEE: $44,54.75
Subconsultant:Enter Name Sub 1 5000
Subconsultant Sub2 6000
Subcons,tant Sub 3 $0.00
Subconsultant:Sub4 $008
Subconsuttant'Subs 50.00
Subconsuoanh Sub6 5000
Subccnsuearo:Sub? WOO
Subconsultant:Sub8 $000
Subconsueant:Sub9 SOHO
Subconsultant:Sub 10 $0.00
Subconsunamo Sub11 5000
SWr0nsultaM Sub 12 5000
- SUBTOTAL ESTIMATED FEE: 364,544.75
Geotechnical Field and Lab Testing 50.00
SUBTOTAL ESTIMATED FEE: $60.54.75
Optional Services $0.00
GRAND TOTAL ESTIMATED FEE: 34.54.75
;0.1.63111Pn10 IraCreek Fm Supgmtal
een _REI
meisPage 9a1 4 1/10.016249 PM
Project Activity 3:General Tasks
Est mato,CR Indian Creek Dnve from 26th Street to 41st Street RFP and Conceptual Plans Supplemental
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE,Signature Block is optional,per District preference
Task Task Units No of Units Hours/Unit Total Hours Comments
No.
3.1 Public Involvement
3.1.1 Community Awareness Plan LS1 0 0
3.1.2 Nobfica0ons LS 1 0 0
3.1.3 Prepare Mailing Lists LS1 0 0
3.1.4 Median Modification Letters LS 1 0 0
3.I.5 Driveway Mockficabon Letters LS 1 0
3.1.6 Newsletters LS 1 0 0
3.1.7 Renderings and Fly Throughs LS 1 0
3.1.8 PowerPoint Presentation LS 1 0 0
3.1.9 Pubic Meeting Preparatons LS 1 7 0
3.1.10 Pudic Meeting Attendance/Followup LS 1 .. 0
3.1.11 Other Agency Meetings LS 0 0
3.1.12 Web Site LS 10
3.1 Public Involvement Subtotal 0
3.2 Joint Project Agreements EA 0 3 0
3.3 Specifications Package Preparation LS1 0 0
3.4 Contract Maintenance and SLIMS LS 1 0 0
3.5 Value Engineering(Mult-Oisapline Team)Review LS 1 0 0
3.6 Prime Consultant Project Manager Meetings LS 1 160 160 See lisong below
3.7 Plans Update LS 1 0 0
2016_11_10_IndianCreek_Fee_P2_Suppkmental_REI
3.Project General Tasks Page 1 of 2 11110/2016
Project Activity 3:General Tasks
Task Task Units No of Units Hours/Unit Total Hours Comments
No.
3.8 Post Design Services LS 1 9 0
19 Digital Delivery LS 1 7 0
3.10 Risk Assessment Workshop LS 1 7 0
3.11 Railroad,Transit,and/or Airport Coordination LS 1 3 0
3.12 Other Project General Tasks LS 1 0 0
3.Project Common and Project General Tasks Total 160
3.6-List of Project Manager Meetings Units No of Units Hours/Unit Total Hours Comments
Roadway Analysis EA 0 0 0
Drainage EA 0 0 0
Utilities EA 0 0 0
Environmental EA 0 0 0
Structures EA 0 0 0
Signing&Pavement Marking EA 0 0 0
Signalization EA 0 0 0
Lighting EA 0 3 0
Landscape Architecture EA 0 0 0
Survey EA 0 0 0
Photogrammetry EA 0 0 0
ROW&Mapping EA 0 0 0
Terrestrial Mobile LIDAR EA 0 0 0
Architecture EA 0 0 0
Noise Barriers EA 0 0 0
ITS Analysis EA 0 0 0
Geotechnical EA 0 0 0
Progress Meetings EA 0 3 0
Additional coordination meetings for Carlos Ribbeck and Francis Mitchell at City of Miami Beach,FOOT,DERM,
Phase Reviews EA 20 8 160 SFWMD,etc.Assuming 2 people(Carlos Ribbeck and Francis Mitchell)0 4 hours per meeting(includes driving
time)-6 hrs/meeting.Additional meetings include all Design Phases'.REP,Interim South and Interim North.
Field Reviews EA 0 0 0
Total Project Manager Meetings 20 160 Total PM Meeting Hours carries to Task 3.6 above
Notes:
1.If the hours per meeting vary in length(hours)enter the average in the hour/unit column.
2.Do not double count agency meetings between permitting agencies.
3.Project manager meetings are calculated in each discipline sheet and brought forward to Column D,except for Photogrammetry.
2016 11_10_IndianCreek_Fee P2_Supplemental_REI
3.Protect General Tasks Page 2 of 2 11/1012016
proiect Activity 4:Roadway Analysis
Estimator: Indian Creek Drive from 26th Street to 41st Street RFP and Conceptual Plans Supplemental
429228-2-58-01
Representing Print Name Signature!Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Units No of Units Hours/Unit Total Hours Comments
No.
4.1 Typical Section Package LS 1 0 0
4.2 Pavement Type Selection Report LS 1 0 0
4.3 Pavement Design Package LS 1 0 0
4.4 Cross-Slope Correction LS 1 0 0
4.5 Horizontal Nertical Master Design Files LS1 0 0
4.6 Access Management LS 1 0 0
4.7 Roundabout Evaluation LS 1 0 0
4.8 Roundabout Final Design Analysis LS1 0 0
4.9 Cross Section Design Flles LS1 0 0
4.10 Traffic Control Analysis LS1 0 0
4.11 Master TCP Design Files LS 1 0 0
As requested by the Department,Design Variation packages shall be included in the RFP pakcage.Based on
Conceptual Design,8 Design Variations will be required and are as follows'.(1)DV Border Width,(2)DV Horizontal
4.12 Design Variations and Exceptions LS 8 24 192 Alignment,(3)DV Supereivation,(4)DV Grade on Curb and Gutter Sections,(5)DV for Sight Distance at Intersections
Index 546,(6)DV for Stopping Sight Distance(7)DV for Minimum Parking Restrictions,and(8)DV for Bicycle Lane
Width.Includes the Design Variation Report,crash data analysis,coordiantion with FDOT and exhibits.
4.13 Design Report LS1 0 0
4.14 Quantities LS1 0 0
4.15 Cost Estimate LS1 0 0
4.16 Technical Special Provisions LS1 0 0
4.17 Other Roadway Analyses LS 1 0 0
Roadway Analysis Technical Subtotal 192
2016_11_10_IndianCreekFee P2_Supplemental_REI
4.Roadway Analysis Page 8 of 9 11/10/2016
Project Activity 4:Roadway Analvsig
Task Task Units No of Units Hours/Unit Total Hours Comments
No.
4.18 Field Reviews LS0 3 0
4.19 Monitor Existing Structures LS 1 0 0
4.20 Technical Meetings LS 1 0 0
4.21 Quality Assurance/Quality Control LS % 5% 10
4.22 Independent Peer Review LS % 0% 0
4.23 Supervision LS % 5% 10
Roadway Analysis Nontechnical Subtotal 20
4.24 Coordination LS % _T 4
4.Roadway Analysis Total 216
Technical Meetings Units No of Units Hours/Unit Total Hours PM Attendance at Meeting Required? Number
Typical Section EA 4 4 no 0
Pavement EA 1 4 4 no 0
Access Management EA J 0 0 0
15%Line and Grade EA _ 4 6 yes
Driveways EA 0 0 0 0
Local Governments(cities,counties,MPO) EA2 4 8 yes 2
Work Zone Traffic Control EA 0 0 0 0
30/60/90/100%Comment Review Meetings EA 2 4 8 yes 3
Other Meetings EA0 0 0
Subtotal Technical Meetings 32 Subtotal Project Manager Meetings 6
Progress Meetings(if required by FOOT) EA 3 30 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 30 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 32 Total Project Manager Meetings(carnes to Tab 3) 6
2018_11_10_IndianCreek_Fee_P2 Supplemental_REI
4 Roadway Analysis Page 9 of 9 11110/2016
Project Staff Hour Summary
Name of Consultant:Ribbeck Engineering,Inc. Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Project Staff Hours
Activity Enter Firm Enter Name
No. Activity Name Sub 1 Sub 2 Sub 3 Sub 4 Sub 5 Sub 6 Sub 7 Sub!! Sub 9 Sub 10 Sub 11 Sub 12 Total Hours
3 Project Common and General Tasks 0 0
4 Roadway Analysis 197 197
5 Roadway Plans 134 134
6a Drainage Analysis 106 106
60 Drainage Plans 214 214
7 Utilities 24 24
8 Env.Permits,Compliance 8 Clearances 0 0
9 Structures-Summary,Misc.Tasks,Dwgs. 0 0
10 BOO 0 0
11 Temporary Bndge 0 0
12 Short Span Concrete Bridge 0 0
13 Medium Span Concrete Bridge 0 0
14 Structural Steel Bridge 0 0
15 Segmental Concrete Bridge 0 0
16 Movable Span 0 0
17 Retaining Walls 0 0
18 Miscellaneous Structures 0 0
19 Signing 8 Pavement Marking Analysis 58 58
20 Signing 8 Pavement Marking Plans 27 27
21 Signalization Analysis 29 29
22 Signalization Plans 22 22
23 Lighting Analysis 0 0
24 Lighting Plans 0 0
25 Landscape ArchitecNre Analysis 0 0
26 Landscape Architecture Plans 0 0
27 Survey-Field and Office Support 0 0
28 Photogrammetry 0 0
29 Mapping 0
0
30 Terrestrial Mobile LSDAR 0 0
-
31 Architecture Development 0 0
32 Noise Burners Impact Design Assessment 0 0
33 ITS Analysis 0 0
34 ITS Plans 0 0
35 Geotechnical 0 0
Project Total 811 0 0 0 0 0 0 0 0 0 0 0 0 811
27 (Survey Field Crew Days 0 0
Notes: 1.Staff hours for prime consultant come directly from each discipline's worksheet.
2.Staff hours for subconsultants are to be entered manually into columns D through O.
3.For workbooks prepared by subconsultants,their project hours will be totaled in column C.
201B_11 10_IndianCreek Fee P1_InterimSouth_FeeProposal_REI
Summary Page 1 0119 11/10/2016
ke
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number: 429228-2-58-01 Project Name: Indian Creek Drive from 25th Street to 26t
FAP Number: TBD Date. 11/102016 Name of Corerlart: Ribbeck Engineering,Inc.
WORK EMPLOYEE CLASSIFICATION TOTAL
Meet ACTym, STAFF HOURS ON CADD
Project Sr Project Project ., Ergineer Staff Cassi-Staff Class,- Staff Class,- Staff Class,- Staff C6ssi-Staff Clam-
Firm To r Manager Eng,nee Engineer Engineer Intern Sc.Des9ner fcation7 fication8 fication9 f.tion 10 fication11 fication 12 RANGE
Hours
v Hours HaasHours Hours Hours Hours Hours Hours Hours Hours Hours Hours I PERCENT
3.Project General and Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4.Roadway Analysis 197 39 39 39 20 39 21 0 0 0 0 0 0 197 217
5.Roadway Plena 134 0 0 27 0 53 54 0 0 0 0 0 0 134 I 147
6a.Drainage Analysis 106 21 0 0 85 0 0 0 0 0 0 0 0 106 117
6b.Drainage Plans 214 43 43 43 21 43 21 0 0 0 0 0 0 214 235
7.Utilities 24 0 0 0 0 0 24 0 0 0 0 0 0 24 II 26
8.Environmental Permits,Compliance&Clearances 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0
9.Structures-Misc.Tasks.Dwgs.Non-Tech. 0 0 0 0 0 0 0 0 0 0 0 0 0 o 1 0
10.Structures-Bridge Devebpmenl Report 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
11.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12.Structures-Shen Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0
15.Structures-Segmental Concrete Bridge o 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 0 o I o
17.Structures-Retaining Walls 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0
18.Structures-Miscellaneous0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
19.Signing 8 Pavement Marking Analysis 58 12 12 12 6 10 6 0 0 0 0 0 0 58 I 64
20.Sigrirg&Pavement Marling Plana 27 0 0 5 0 11 It 0 0 0 0 0 0 27 30
21.Sigralization Analysis 29 6 6 6 3 5 3 0 0 0 0 0 0 29 32
22.Signalization Plane 22 0 0 4 0 9 9 0 0 0 0 0 0 22 I 24
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0
24.Lighting Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
25.Landscape Architecture Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ! 0
26.Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L 0
27.Survey(Field&Ome Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
28.Photog2mmetry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
30.Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
31.Architecture Development 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
32.Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0
34 Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTALS 811 121 100 136 135 170 149 0 0 0 0 0 0 511 592
field Survey Estimate
Notes: 0 4-man crew days FRP/TOTAL 511 592
1.Thai worksheet provides the distribution ora farts total staff Inas for a project.
2.Percentages for staff rots distribution by c9esifeetnn are altered below in rows 61 to 96 of thS shed.
3.Total Start limas as(cokmn o)may rei match staff hors from Summary worksheet(columne)due to minding.staff roes calculated for employee daoowEatbm are to be adjusted so totals in whams B and o match.
4.Formdas rater"Total Staff Hous Range-rearms s O 8 P)may be adjusted.°provide desired range.
r n� � �� 00.251* We.MIN
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number: 429228-2-58-01 Project Name Indian Creek Drive from 25th Street to 261
FAP Number: TBD Dale 11/102016 Name of Consultant: Ribbeck Engineering.Inc.
Staff Hour Distribution Percentages-Firm Total
Hwzfine
.surressbeet Project Sr Project Project Engineer Staff Classi-Staff Classi- Staff Classi- Staff Classi-Staff Classi-Staff Clasei-
FneTotal Manager Engineer Engineer Sr.Engineer Irtem Sr.Designer fication7 fcatbn8 fcation9 fcalion10 ficagon11 fication12 Total
3.Project General and Project Common Tasks 00.0% 0.0% 00% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 00% 00% 0.00%
4.Roadway Analysis 197 20.0% 20.0% 20.0% 10.0% 200% 10.0% 00% 0.0% 0.0% 0.0% 00% 00% 100.00%
5.Roadway Plans 134 00% o.o% 20.0% 00% 400% 40.0% 00% 0.0% 00% 00% 00% 00% 10000%
6e.Drainage Analysis 106 20.0% 0.0% 0.0% 800% 0.0% 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% 10000%
6b.Drainage Place 214 20.0% 20.0% 20.0% 100% 20.0% 10.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 100.00%
7.5liffes 24 0.0% 0.0% O.o% 0.0% 0.0% 100.0% 0.0% 00% 00% 00% 0.0% 0.0% 100.00%
8.Environmental Permits.Compfarce B Clearances 0 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% o.o% 00% 00% 0.0% 0.0% 0.00%
9.Structures-Moc.Tasks.Dogs,Non-Tech. 0 0.0% 00% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 00% 0.0% 0.00%
10.Structures-Bridge Devebpment Report 0 0.0% 0 0% 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% 0 0% 0.0% 0.0% 0.00%
11.Structures-Temporary Bridge 0 0.0% 0.0% 0.0% O.o% 0.0% 00% 0.0% 00% 00% 00% 00% 0.0% 000%
12.Structures-Short Span Concrete Bridge o 0.0% o 0% 0.0% 00% 0.0% 0.0% 0.0% 0 0% o.o% 00% 00% o.o% 0.00%
13.Structures-Medius Span Concrete Bridge o 00% 0 0% 0.0% 0.0% 0.0% 0.0% 00% 0 0% 0.0% 00% 00% 0.0% 0.00%
14.Structures-Structural Steel Bridge 0 00% 00% 00% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 000%
15.Structures-Segmental Concrete Bridge 0 0.0% 0.0% 00% 0.0% O.o% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
16.Structures-Movably Span 0 0.0% 0.0% 00% 00% 00% 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% 000%
17.Structures-Retaining Walls 0 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.o% 00% 00% 0.0% 0.0% 0.00%
18.Structures-Miscellaneous 0 00% 00% 0.0% 0.0% 00% 0.0% 00% 0o% 0.0% 00% 0.0% 0.0% 0.00%
19.Signing S Pavement Marking Analysis 58 200% 20 0% 20.0% 10.0% 20.0% 10.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100.00%
20.Signing 8 Pavement Marking Plena 27 0.0% 0.0% 200% 0.0% 40.0% 40.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 10000%
21.Sgtalization Analysis 29 20.0% 20.0% 20.0% 10.0% 20.0% 10.0% 0.0% 00% 00% 00% 0.0% 0.0% 100.00%
22.Stgnefzafon Plane 22 00% 0.0% 20.0% 00% 40.0% 40.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 100.00%
23.Lighting Aralysis 0 00% 0.0% 00% 00% 00% 00% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.00%
24 Lighting Plans 0 0.0% 0.0% 00% 00% 00% 0.0% 00% O.o% 0.0% 00% 0.0% 0.0% 000%
25.Landscape Architecture Analysis 0 00% 0.0% 00% 00% 0.0% O.o% 0.0% 0.0% 0.0% 0.0% 000%
26.landscape Architecture Plans 0 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 00% 00% 00% 0.00%
27.Survey(Field&Office Support) 0 00% O.o% 0.0% 0.0% 0.0% ... 00% 00% 00% 00% 0.0% 000%
28.Pletogrammetry 0 00% O.O% 0.0% 00% 0.0% 00 0.0% o.o% 0.0% 00% 00% 000%
29.Mapping 0 0.0% o.o% 0.0% 00% 0.0% 00% O.D% 00% 00% 00% O.o% 000%
30.Terrestrial Mobile LiDAR 0 00% 0.0% 0.0% 00% 0.0% 00% 00% 0.0% 0.0% 0.0% 00% 0.00%
31.Architecture Devebpment 0 0.0% 00% 00% 0.0% 00% 0.0% 0.0% 00% 00% 0.0% 0.0% 000%
32.Noise Barriers Impact Design Assessment 0 00% 00% 00% 0.0% 0.0% 0.0% 0.0% 00% 00% 0.0% 0.0% 0.00%
33.Steigent Transportation Systems Analysis 0 0.0% 00% 00% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
34.Intelligent Transportation Systems Plans o 00% 00% 0.0% 0.0% 0.0% 0.0% CC 00% 0.0% 00% 0.0% 00% 0.00%
35.Geotechnical 0 0.0% 00% 0.0% 0.0% 0.0% o.0% 0.0% 00°% 0.0% 00% 0.0% 00% 0.00%
s.:Z e.•mw asi "w.mmsom-a mo..i ae ht.'s. mmnou ev w
ESTIMATE OF WORK EFFORT AND COST-PRIME CONSULTANT
Name of Protect. Indian Creek Dove from 25th Street to 26th Street and Collins Avenue-Interim Phase 1 Consultant Name:Ribbeck Engineering.Inc.
County. Miami-Dade Consultant No.-. F-26-0460464
FPN: 429228-2-58-01 Date 11/10/2016
FAP No.'. TBD Estimator Carlos Ribbed( E.
Staff Classification Total Stag Project Sr Project Project Er.Engineer Engineer Sr.Designer Staff Class*- Staff Classi- Staff Class*- Staff Class*- Staff Claes,- Staff CesH- NH Salary Average
Hours From Manager Engineer Engineer entre ficabon 7 baton 8 fi0ation 9 firadon 10 ficatron 11 ficaton 12 By Cost Be Rate Per
'SH Summar,
-Firm 86500 55600 556.00 560 CO Sat 00 Sts 00 $000 5000 50.00 SO 00 SOW 0000 Activity Activity Task
3.Project General and Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 SO eDIV101
4 Roadway Arolysls 197 39 39 39 20 39 21 0 0 0 0 197 $9915 $50.33
5.Roadway Plans 134 0 0 27 0 53 54 0 0 0 0 130 54,505 53362
8a.Drainage Analysis 106 21 0 0 85 0 0 0 0 0 0 106 $6,465 560.98
Rb.Drainage Plans 214 43 43 43 2 43 21 0 0 0 0 214 $10,815 550.54
7.Utilities24 0 0 0 0 24 0 0 0 0 24 $600 52500
8.Environmental Permits,Compliance 6 Clearances 0 0 0 0 0 0 0 0 0 0 0 $0 tO S/Oi
9.Structures-Misc.Tasks,Digs.Non-Tech. 0 0 0 0 0 0 0 0 0 0 0 $0 IDIV0
tO.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 O 0 0 SO *010/0!
It Structures.Temporary fledge 0 0 0 0 0 0 0 0 0 0 0 50 *010/0!
12.Structures-Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 50 *010/01
13.Structures-Medium Span Concrete Bodge 0 0 0 0 0 0 0 0 0 0 0 SO *DIV/0!
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 SO *010/01
15.Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 SO *010/0!
16.Structures Movable Span 0 0 0 0 0
N0 0 0 0 0 0 SO *01010!
17.Shuceres-Retaining Walls 0 0 0 0 0 0 0 0 0 0 0 50 *019/0!
18.Structures-Miscellaneous 0 0 0 0 0 0 50 *050101
19.Signing 6 Pavemeht Marking Analysis 58 12 12 12 10 6 0 0 0 0 58 $2988 551.17
20.Signing 6 Pavement Marking F5 Plans 27 0 0 11 0 0 0 0 27 5096 533.19
21.Signelee$an Analysis 29 6 6 6 5 13 0 0 0 0 29 Sr 164 $51.17
22.Sgnaleanon Plans 22 0 0 4 9 9 0 0 0 0 2 $728 $33.09
21 Lighting Analysis 0 0 0 0 0 0 0 0 0 0 SO :1015/01
24 Lighting Plans 0 0 0 0 0 0 0 0 0 0 SO *015/01
25 Landscape Architecture Analyse 0 0 0 0 0 0 0 0 0 0 S0 *DIV/01
28.Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 So *0I5/01
2n.Surrey(Field 6.Office Support) 0 0 0 0 0 0 0 0 0 0 SO *0150
28.Photogramnretry 0 0 0 0 0 0 0 0 0 0 $0 *010/01
29.Moping 0 0 0 0 0 0 0 0 0 0 SO *010/01
30.Terrestrial Mobile ODOR 0 0 0 0 0 0 0 0 0 0 SO *DIV/O
31.Architecture Development 0 0 0 11 0 0 0 0 0 0 $0 *015/0
32 Noise Barters Impel Design Assessment 0 0 0 0 0 0 0 0 0 0 SO IDIS/01
33.Intelligent Transprteoon Systems Analyse 0 0 0 0 0 0 0 0 0 0 50 *015/01
34.InteltgenO Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 50 $015/0!
35.Geotechrknal 0 0 0 0 0 0 0 SO *DIV/01
Total Staff Hours 811 121 100 136 135 170 149 0 0 0 0 811
Total Staff Cost $786500 $5,80000 57916.00 58,100.00 $5.27000 $3725.0 $000 SOW 5000 50.00 5000 5000 $38.376.00 547.32
Clank= 038,37600
Survey Field Days by Subconsukant SALARY RELATED COSTS: $38,376.00
4-Person Crew'. OVERHEAD: 163 76% 562.844.54
OPERATING MARGIN: 30.5% $1437476
Noes' FCCM(Faulilies Capel Cost Morsel' 0.767% 5294.34
1.This sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES: 50.00
Aman crew
2.Manually enter fee from each subc0nsu8ant.Unused stbconsuEant rows may be hidden. Survey(Field-if by Prime, 0 days A S /clay $000
SUBTOTAL ESTIMATED FEE: 8118,288.64
Subconsultant Enter Name Sub 1 $0.00
Subconsultant Sub2 $000
Subconsutnt Sub3 2000
Subconsulent.5ub4 woo
Subconsuent Subs SODS
S18cansu881R:Sub8 $000
Subconsugant Sub 7 50.00
SWconsultant Sub 8 $0.00
Subconvdent Sub9 $0.00
Sub0onsAent'Sub 10 $000
Subconsultant Sub 11 $0.00
Subconsutnt Sub12 $0.00
SUBTOTAL ESTIMATED FEE: $118.261.5
Geotechnical Field and Lab Testing 5000
SUBTOTAL ESTIMATED FEE: S111,261.M
Optional Services SOLO
GRAND TOTAL ESTIMATED FEE: $111,261.64
2018 11 10 Ir anCreekFeePI lntenmSMb FeeProp0sel REI
Fee 9M+t-erne Page 19.01 11/10621A6 3'.34 PM
Project Activity 4:Roadway Analysis
Estimator CR Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase 1
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Units No of Units Hours/Unit Total Comments
No. Hours
4.1 Typical Section Package LS 1 a
42 Pavement Type Selection Report LS 1 0 0
43 Pavement Design Package LS 1 0 0
4.4 Cross-Slope Correction LS 1 0 0
4.5 Horizontal Nertcal Master Design Files LS 1 45 45 240 hrs/mile x 0.186 miles=45 hrs
4.8 Access Management LS 1 0 0
4.7 Roundabout Evaluation LS 1 0 0
4.8 Roundabout Final Design Analysis LS 1 0 0
4.9 Cross Section Design Files LS 1 0 0
4.10 Traffic Control Analysis LS 1 40 40 Level Ill-Low Range-40 hrs
4.11 Master TCP Design Files LS 1 40 40 Low range-4 Phases
4.t2 Design Variations and Exceptions LS 0 0 0
4.13 Design Report LS 1 0 0
4.14 Quantities LS 1 36 36 Low Range
4.15 Cost Estimate LS 1 0 0
418 Technical Special Provisions LS 1 0 0
4.17 Other Roadway Analyses LS 1 0 0
Roadway Analysis Technical Subtotal 161
4.18 Field Reviews LS 2 8 16
4.19 Monitor Existing Structures LS 1 0 0
2016_11_10_IndianCreek Fee_Pl_IMerimSouth FeeProposal_REI
4.Roadway Analyst _ _ Page S of 19 tide/2016
Proiect Activity 4I Roadway Analysis
Task Task Units No of Units Hours/Unit TOtI Comments
No. Hours
4.20 Technical Meetings LS I 0 0
4.21 Quality Assurance/Quality Control LS % 5% 8
4.22 Independent Peer Review LS % 0% 0
4.23 Supervision LS % 5% 8
Roadway Analysis Nontechnical Subtotal 32
4.24 Coordinator LS % 4
4.Roadway Analysis Total 197
Technical Meetings Units No of Units Hours/Unit HoTourstal PM Attendance at Meeting Required? Number
Typical Section EA t f 4 no 0
Pavement EA I 4 4 no 0
Access Management EA 0 0 0 0
15%Line and Grade EA 2 4 8 yes 1
Driveways EA 0 0 0 0
Local Governments(cites,counties,MPO) EA 2 4 8 yes -
WorkZoneTratBcControl EA 0 0 0 0
30/60/90/100%Comment Review Meetings EA 2 4 8 yes 3
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 32 Subtotal Project Manager Meetings 6
Progress Meetings It required by FDOT) EA .i 0 PM attendance at Progress Meetings Is manually entered on General Task 3 --
Phase Review Meetings EA 0 PM attendance at Phase Review Meetings Is manually entered on General Task 3 --
Total Meetings 32 Total Project Manager Meetings(carries to Tab 3) 6
2018_11_10_IndianCreek_Fee P1_InterimSouth FeeProposal_REI
4.Roadway Analysis — Page Sof 19 1100/2016
Project Activity 5:Roadway Plans
Estimator Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature I Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/Unit Total
No. Task Scale Units Units or Comments
Sheet or Sheet Hours
5.1 Key Sheet Sheet 1 3 8
5.2 Summary of Pay Items Including Quantity Input Sheet 1 16 16
5.3 Typical Section Sheets
5.3.1 Typical Sections EA 2 10 20
5.3.2 Typical Section Details EA 0 0
5.4 General Notes/Pay Item Notes Sheet 1 8 8
5.5 Summary of Quantities Sheets Sheet 0 0
5.6 Project Layout Sheet 0 0
5.7 Plan/Profile Sheet Sheet 3 6 18 3 Drainage Plan/Profile Plan Sheets
5.8 Profile Sheet Sheet 0 0
5.9 Plan Sheet Sheet 1 4 4 Roadway Restoration Plan
5.10 Special Profile Sheet 0 0
5.11 Back-of-Sidewalk Profile Sheet Sheet 0 0
5.12 Interchange Layout Sheet Sheet 0 0
5.13 Ramp Terminal Details(Plan View) Sheet 0 0
5.14 Intersection Layout Details Sheet 0 0
5.15 Special Details BA 0 0
5.16 Cross-Section Pattern Sheet(s) Sheet 0 0
2016_11 10_IndianCreek_Fee_Pl_InterimSouth_FeeProposal_REI
5.Roadway Plans Page 7 of 19 11/10/2018
Project Activity 5:Roadway Plans
Task No.of Hours/Unit Total
No. Task Scale Units Units or Comments
or Sheet Hours
Sheet
5.17 Roadway Soil Survey Sheet(s) Sheet 0 0
5.18 Cross Sections EA 60 0
5.19 Temporary Traffic Control Plan Sheets Sheet 4 8 32 4 Phases-1 sheet each phase
5.20 Temporary Traffic Control Cross Section Sheets EA 0 0
5.21 Temporary Traffic Control Detail Sheets Sheet I 8 8 TCP General Notes
5.22 Utility Adjustment Sheets Sheet 0 0
5.23 Selective Clearing and Grubbing Sheet(s) Sheet 0 0
5.24 Project Network Control Sheet(s) Sheet 1 1 4
5.25 Environmental Detail Sheets Sheet 0 0
5.26 Utility Verification Sheet(s)(SUE Data) Sheet 1 4 4
Roadway Plans Technical Subtotal 122
5.27 Quality Assurance/Quality Control LS % 5, 6
5.28 Supervision LS % .5."': 6
5.Roadway Plans Total 134
2016_11_10_IndianCreek_Fee_P1_InterimSouth_FeeProposal_RE I
5.Roadway Plans Page 8 of 19 11/10/2016
Project Activity 6a:Drainage Analysis
Estimator CR Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Units No of Units Hours/Unit Total Comments
No. Hours
6a.1 Drainage Map Hydrology Per Map 0 0
Ba.2 Base Clearance Report Per Location 0 0
6a.3 Pond Siting Analysis and Report Per Basin 0 0
6a.4 Design of Cross Drains EA 0 0
6a.5 Design of Ditches Per Ditch 0 0
Mile
tat Design of Stormwater Management Facility(Offsite or EA 0 0
Infield Pond)
6a.7 Design of Stormwater Management Facility(Roadside Per Cell 0 0
Ditch as Linear Pond)
Per
6a.8 Design of Floodplain Compensation Floodplain 0 0
Basin
Includes the evaluation 8 analysis for 22-new drainage structures within Collins Ave.from 25 St to 26 St.
6a.9 Design of Storm Drains EA 22 2 44 (Includes Collins at 26 St.Intersection drainage improvements 8 Collins from 25 St to 28 St 72"trunkline
construction to(be build to meet interim conditon and to later transdon into ultimate conditon)working under
gravity flow conditions
6a.10 Optional Culvert Material EA 1 8 8
6a.11 French Drain Systems Per Cell 0 0
6a.12 Drainage Wells EA 0 0
Ba.13 Drainage Design Documentation Report LS 0 0
6a.14 Bridge Hydraulic Report EA 0 0
2016_11_10_Ind ianCreek_Fee_P1_InterimSouth_FeeProposal_REI
ea.Drainage Analysis 9 of 19 11/102016
Project Activity 6a:Drainage Analysis
Task Task Units No of Units Hours/Unit Total Comments
No. Hours
6.15 Temporary Drainage Analysis LS 1 24 24 Includes evaluation to maintain drainage during construction as well the drainage interphase between the newly
constructed 72"trunk-line and the e>usting side-street drainage
6.16 Cost Estimate LS 0 0
6a.17 Technical Special Provisions LS 0 0
6a.18 Other Drainage Analysis LS 0 0
Drainage Analysis Technical Subtotal 76
6a.19 Field Reviews LS 5 4 20 Coordination with contractor during construction-Estimated 5 field review meetings
6a.20 Technical Meetings LS 1 0 0 Meetings are listed below
6a21 Environmental Look-Around(ELA)Meeting LS 1 0 0
6a.22 Quality Assurance/Quality Control LS % 5% 4
6.23 Independent Peer Review LS % 0% 0
6a.24 Supervision LS % 5% 4
Drainage Analysis Nontechnical Subtotal 28
6a.25 Coordination LS % 2 2
6a.Drainage Analysis Total 106
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Base Clearance Water Elevation EA 0 0 0 0
Pond Siting EA 0 0 0 0
Agency EA 0 0 0 0
Local Govemments(cities,counties) EA 0 0 0 0
FOOT Drainage EA 0 0 0 0
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 0 0
Progress Meetings(if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 3 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
2016_11_10_Ind ianCreek_Fee_P1_Interi mSouth_FeeProposal_REI
6a.Drainage Analysis 10 of 19 11/10/2016
6b.Drainaae Plans
Estimator CR Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature I Date
FDOT District
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Scale Units No.of Units Hours/Unit Total Hours Comments
No. or Sheet or Sheet
Sb.1 Drainage Map(Including Interchanges) Sheet 1 24 24
6b 2 Bridge Hydraulics Recommendation Sheets Sheet 0 0 0
6b.3 Summary of Drainage Structures Sheet 1 24 24
6b.4 Optional Pipe/Culvert Material Sheet6 8
6b.5 Drainage Structure Sheet(s)(Per Structure) EA 223 66
65.6 Miscellaneous Drainage Detail Sheets Sheet 3 24 72
6b.7 Lateral Ditch Plan/Profile Sheet 3 0 0
Sb.8 Lateral Ditch Cross Sections EA 0 0 0
6b.9 Retention/Detention Ponds Detail Sheet(s) Sheet 0 0 0
6b.10 Retention Pond Cross Sections EA 0 0 0
Sb.11 Erosion Control Plan Sheet(s) Sheet 0 0 0
6b.12 SWPPP Sheet(s) Sheet 0 0 0
Drainage Plans Technical Subtotal 194
6b.13 Quality Assurance/Quality Control LS % 5% 10
6b-14 Supervision LS % 5.0 10
6.Drainage Plans Total 214
2016_11_10 IndianCreek_Fee_P 1_InterimSouth_FeeProposal_R EI
6b.Drainage Plans Page 11 of 19 11/10/2016
project Activity 7:Utilitieg
Estimator. Indian Creek Dnve from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Total
Task Units No of Units Hours/Unit Hours Comments
No.7.1 Utility Kickoff Meeting LS 0 0
7.2 Identify Emoting Utility Agency Owners(UAO(s)) LS 0 0
7.3 Make Utility Contacts LS 0 0
7.4 Exception Processing LS 0 0
7.5 Preliminary Utility Meeting LS 0 0
7.6 Individual/Field Meetings LS 1 0
7.7 Collect and Review Plans and Data from UAO(s) LS 8 0
7.8 Subordination of Easements Coordination LS 0 0
7.9 Utility Design Meeting LS 0 0
7.10 Review Utility Markups&Work Schedules,and LS 0 0
Processing of Schedules&Agreements
7.11 Utility Coordination/Followup LS 0 0
7.12 Utility Constructability Review LS 0 0
7.13 Additional Utility Services LS 0 0
7.14 Processing Utility Work by Highway Contractor(UWHC) LS 0 0
7.15 Contract Plans to UAO(s) LS 0 0
7.16 Certification/Close-Out LS 0 0
7.17 Other Utilities LS I 24 Utility Coordination with UAO's
7.Utilities Total 24
2016 11_10_IndianCreek_Fee_P 1_InterimSouth_FeeProposal_REI
7 Utilities Page 12 of 19 11/100016
Project Activity 7:Utilities
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Kickoff(see 7.1) EA0 0 3
Preliminary Meeting(see 7.5) EA0 J 0 0
Individual UAO Meetings(see 7.6) EA 0 0 0 0
Field Meetings(see 7.6) EA0 0 0 0
Design Meeting(see 7.9) EA0 0 0 0
Other Meetings(this is automatically added into Utilities Total EA .. 0
(cell F27)) ,
Total Meetings I I I I 0 I Total Project Manager Meetings(carries to Tab 3)1 0
2018_11_I 0_IndianCreek_Fee_P1_InteriinSouth_FeeProposal_RE I
7.U6liees Page 13 of 19
Project Activity 19:Sinning and Pavement Marking Analysis
Estimator CR Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Units No.of Hours/ Total Comments
No. Units Units Hours
19.1 Traffic Data Analysis LS1 0
192 No Passing Zone Study LS 1 0
19.3 Reference and Master Design File LS 1 0
19.4 Multi-Post Sign Support Calculations EA1 dl 41 30 hrs to set up+60 hrs/mile x 0.186 miles=41 hrs
19.5 Sign Panel Design Analysis EA1 0
19.6 Sign Lighting/Electrical Calculations EA1 0
19.7 Quantities LS1 4 4
19.8 Cost Estimate LS1 0
19.9 Technical Special Provisions LS1 0
19.10 Other Signing and Pavement Marking LS1 0
Signing and Pavement Marking Analysis Technical Subtotal 45
19.11 Field Reviews LS1 3 8
19.12 Technical Meetings LS1 0 0 Meetings are listed below
19.13 Quality Assurance/Quality Control LS % 5% 2
19.14 Independent Peer Review LS % 0% 0
19.15 Supervision LS % 5% 2
Signing and Pavement Marking Analysis Nontechnical Subtotal 12
19.16 Coordination LS % 2°'., 1
19.Signing and Pavement Marking Analysis Total 58
2016_11_10_In dianCreek_Fee_P 1_Interims outh_FeeProposal_R E I
19.Signing 8 Marking Analysis Page 14 or 19 11/10/2016
Proiect Activity 19:Signing and Pavement Marking Analysis
Task Task Units No.of Hours/ Total
Comments
No. Units Units Hours
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Sign Panel Design EA1 0 0 no
Queue Length Analysis EA 0 0 0
Local Governments(cities,counties) EA0 0 0
Other Meetings EA b r, 0
Subtotal Technical Meetings 0 Subtotal Project Manager Meetings li
Progress Meetings(if required by FDOT) Ed 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings Ed 0 PM attendance at Phase Review Meetings is manually entered on Genera/Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
251t_11_10_I ndianC reek_Fee_P 1_I nterimSouth_FeeProposal_RE I
19.Signing a Marking Analysis Page 15 of 19 11/102016
Project Activity 20:Signing and Pavement Marking Plans
Estimator: Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Intenm Phase I
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Scale Units No of Units Hours/Unit Sheets Total Hours Comments
20.1 Key Sheet Sheet 1 4 1 4
20.2 Summary of Pay Items Including TRNS.Port Input LS 1 0
20.3 Tabulation of Quanhtes Sheet 1 12 1 12
20.4 General Notes/Pay Item Notes Sheet 1 1 1 4
20.5 Protect Layout Sheet 0 1 0 0
20.6 Plan Sheet Sheet 1 5 1 5 1 sheet
20.7 Typical Details EA 0 ) 0
20.8 Guide Sign Worksheet(s) EA 2 4 0
20.9 Tragic Monitoring Site EA 0 3 0
20.10 Cross Sections EA 0 ai 0
20.11 Special Service Point Details EA 0 0 0
20.12 Special Details LS 0 0 0
20.13 Interim Standards LS 0 0 0
Signing and Pavement Marking Plans Technical Subtotal 4 25
20.14 Quality Assurance/Quality Control LS % 54a 1
20.15 Supervision LS % :0 1
20.Signing and Pavement Marking Plans Total 4 27
2018_11 10_IndianCreek_Fee P1_InlerimSouth_FeeProposal_REI
20.Signing 8 Marking Plans Page 16 of 19 11/10/2016
Project Activity 21:Sionalization Analysis
Estimator: Indian Creek Drive from 25th Street to 26th Street and Colins Avenue-Interim Phase I
429228-2-58-01
Representing Print Name Signature!Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/
No. Task Units Units Units Total Hours Comments
21.1 Traffic Data Collection LS 1 0
21.2 Traffic Data Analysis PI 0 0
21.3 Signal Warrant Study LS1 0
21.4 System Timings LS1 0
21.5 Reference and Master Signalization Design File PI1 22 22 Low range-I signalized intersection at Collins Avenue and 26 Street
21 6 Reference and Master Interconnect Communication LS 1 0
Design File
21.7 Overhead Street Name Sign Design EA 0 0
21.8 Pole Elevation Analysis LS1 0
21.9 Traffic Signal Operation Report LS 1 0
21.10 Quantities LS 1 4 4 Low range-1 signalized intersection at Collins Avenue and 26 Street
21.11 Cost Estimate LS1 0
21.12 Technical Special Provisions LS1 0
21.13 Other Signalization Analysis LS 1 0
Signalization Analysis Technical Subtotal 26
21.14 Field Reviews LS1 0 0
21.15 Technical Meetings LS 1 0 0 Meetings are listed below;Miami Dade County Signals
21.16 Quality Assurance/Quality Control LS % 5% 1
21.17 Independent Peer Review LS % 0% 0
21.18 Supervision LS % 5% 1
Signalization Analysis Nontechnical Subtotal 2
•
2016_11_10_IndianCreek_Fee_P1_InterirnSouth_FeeProposalREI
21.Signalizeton Analysis Page 17 of 19 11/10/2016
Project Activity 21:Sionalization Analysis
21.19 Coordination LS % 2°:b 1
21.Signalization Analysis Total 29
Technical Meetings Units No of Units Hours/Unit Total Hours PM Attendance at Meeting Required? Number
FDOT Traffic Operations EA 0 0 0 0
FOOT Traffic Design EA 0 0 0 0
Power Company(service point coordination) EA 0 0 0 0
Maintaining Agency(cities,counties) EA 0 0 0 0
Railroads EA 0 0 0 0
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0
Progress Meetings(if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
•
•
2016r 1_10_IndanCreekFee P1 InterimSouth_FeeProposal_REI
21.Signalization Analysis Page 18 of 19 11110/2016
a1
Proiect Activity 22:Siunalization Plan@
Estimator: Indian Creek Drive from 25th Street to 26th Street and Collins Avenue-Intenm Phase I
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task
Task Scale Units No of Units Hours/Unit She sf Total Hours Comments
22.1 Key Sheet Sheet 1 4 1 4
22 2 Summary of Pay Items Including Designer Interface Sheet 0 0 0 0
(TRNS•Port)Input
22.3 Tabulation of Quantities Sheet 1 9 1 6
22.4 General Notes/Pay Item Notes Sheet 1 1 1 4
22.5 Plan Sheet Sheet 1 4 1 4 Low range-1 signalized intersection at Collins Avenue and 26 Street
22.6 Interconnect Plans Sheet 0 0 0 0
22.7 Traffic Monitoring Site EA 0 3 0
22.8 Guide Sign Worksheet EA 0 0 0
22.9 Special Details Sheet 0 0 0 0
22.10 Special Service Point Details EA 0 0 0
22.11 Mast Arm/Monotube Tabulation Sheet PI 0 0 0
22.12 Strain Pole Schedule PI 0 0 0
22.13 TCP Signal(Temporary) EA 0 0 0
22.14 Temporary Detection Sheet PI 0 0 0
22.15 Utility Conflict Sheet Sheet 0 0 0 0
22.16 Interim Standards LS 1 0 0
Signalization Plans Technical Subtotal 4 20
22.17 Quality Assurance/Quality Control LS % ,... 1
22.18 Supervision LS % 5.% 1
22.Signalization Plans Total 4 22
2016_11 10_Indian0reek Fee P1 intenmSouth_FeeProposal_REI
22.Signalization Plans Page 19 of 19 1110/2016
Project Staff Hour Summary
Name of Consultant Ribbeck Engineering,Inc. Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Project Staff Hours
Activity Activity Ribbeck Enter Name bub 2 Sub 3 Sub 4 Sub 5 Sub 6 Sub 7 Sub& Sub 9 Sub 10 Sub 11 Sub 12 Total Hours
NO. Engineering Sub 1
3 Project Common and General Tasks 0 0
4 Roadway Analysis 788 788
5 Roadway Plans 656 656
6a Drainage Analysis 516 516
6b Drainage Plans 630 630
7 Utilities 40 40
8 Env.Permits,Compliance&Clearances 0 0
9 Structures-Summary,Misc.Tasks,Dwgs 0 0
10 BDR 0 0
11 Temporary Bridge 0 0
12 Short Span Concrete Bridge 0 0
13 Medium Span Concrete Bridge 0 0
14 Structural Steel Bridge 0 0
15 Segmental Concrete Bridge 0 0
16 Movable Span 0 0
17 Retaining Walls 0 0
18 Miscellaneous Structures 0 0
19 Signing&Pavement Marking Analysis 210 210
20 Signing&Pavement Marking Plans 114 114
21 Signalizatian Analysis 157 157
22 Signalization Plans 40 40
23 Lighting Analysis 0 0
24 Lighting Plans 0 0
25 Landscape Architecture Analysis 0 0
26 Landscape Architecture Plans 0 0
27 Survey-Field and Office Support 0 0
28 Photogrammetry 0 0
29 Mapping 0 0
30 Terrestrial Mobile LiDAR 0 0
31 Architecture Development 0 0
32 Noise Barriers Impact Design Assessment 0 0
33 ITS Analysis 0 0
34 ITS Plans 0 0
35 Geotechnical 0 0
Project Total 3,151 0 0 0 0 0 0 0 0 0 0 0 3,151
27 'Survey Field Crew Days 0 0
Notes. 1 Staff hours for prime consultant come directly from each discipline's worksheet.
2 Staff hours for subconsultants are to be entered manually into columns D through O.
3.For workbooks prepared by subconsultants,their project hours will be totaled in column C.
2016_12_20_IndianCreek_Fee_P3_InterimNorth_FeeProposal REI
Summary Page 1 0111 4/10/2017
1
I
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number: 429228-2-58-01 Project Name: Indian Creek Drive horn 26th Street to 41•
Ribbeck Engineenng
FAP Number: TBD Date 4/10/2017 Name of Consultant: Ribbeck Engineering,Inc.
)
Swa .
WMm., EMPLOYEE CLASSISCAMON TOTAL ;
-ssss„,,,,
ACTIVITY sham STAFF HOURS ON GADO I
Project Sr Project Project sr s iseer Engineer sr...ner Staff Class, Staff Classi- Staff CLassi- Staff Classi-Staff Class-Staff Classi- 1
Firm T. Manager Engineer Engineer ' N Intern ' g fication 7 ficabon 8 fication 9 fication 10 fication 11 fication 12 RANGE 1
mays Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours I PERCENT ;
, 1 Project General and Project Common Tasks 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0
)
4.Roadway Analysis 788 158 158 158 79 157 78 0 o 0 0 0 0 788 867
5.Roadway Plans 656 0 o 131 0 262 263 o o o 0 o o 656 722
. 6A Drainage Analysis 516 103 .. 0 o 413 0 o o 0 o o 0 0 516 568
6b.Drainage Plans 630 126 126 126 63 126 63 0 0 0 o 0 0 630 693
7.Utilities 40 0 o 0 o 0 40 0 o 0 o o o 40 44
• 8.Environmental Permits,Compliance&Clearances o 0 0 0 0 0 0 0 0 o 0 0 o 0 0
9.Structures-Misc.Tasks.Dogs.Non-Techo o :. 0 o o 0 o o 0 o o 0 o o 0
10 Structures-Bridge Development Report 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0
11.Structures-Temporary Bridge 0 0 o 0 o 0 0 o o 0 o o 0 0 o
12.Structures-Short Span Concrete Bridge 0 0 0 0 0 o 0 0 o o 0 0 o 0 0
13.Structures-Medium Span Concrete Bridge 0 o o 0 o 0 o o 0 0 o o 0 0 0
1 14.Structures-Structural Steel Bridge 0 0 o 0 o 0 0 0 o 0 0 o 0 0 o
15.Structures-Segmental Concrete Bridge o 0 o o 0 0 0 0 0 ;., 0 0 o o , 0 j0
16 Structures-Movable Span 0 0 o 0 0 0 0 0 o 0 0 o 0 0 o
17.Structures-Retaining Walls 0 0 0 o 0 0 0 0 0 o 0 0 0 0 o
10 Structures-Miscellaneous o 0 0 o 0 0 0 0 0 o 0 0 ... 0 0 0
19.Signing&Pavement Marking Analysis 210 42 42 42 21 42 21 o o 0 0 o o 210 231
20.Signing&Pavement Marking Plans 114 0 o 23 o 45 46 0 o 0 0 o 0 114 125 ..,
21.Signalization Analysis 157 31 31 31 16 32 16 0 o 0 0 o 0 157 173
22.Signalization Plans 40 0 , 0 el o 16 16 0 0 0 o 0 0 40 I 44
23.Lighting Analysis 0 o o 0 o 0 0 0 0 o o o o 0 o
24.Lighting Flans o 0 0 o 0 0 0 0 0 o 0 0 0 0 o
25 Landscape Architecture Analysis o 0 0 0 0 0 o o 0 o 0 0 0 0 0
26.Landscape Architecture Plans 0 0 o 0 0 o 0 0 0 0 0 0 o 0 0
27.Surrey(Field&Orrice Support) 0 o 0 0 0 0 o o 0 0 0 o 0 0 o
28.Photogrammetry 0 o 0 0 o 0 o o o 0 o o 0 0 I o
29.Mapping 0 o 0 0 o 0 o 0 0 0 o o 0 0 o
30 Terrestrial Mobile LiDAR o 0 o o 0 o 0 0 0 0 0 0 o o 0 ;
31.Architecture Development o o 0 o 0 o 0 0 0 o o 0 0 o 0
32.Noise Barriers Impact Design Assessment o 0 0 .., 0 0 o 0 0 0 o o 0 0 o 0
33 Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 o 0 0 0 o 0 0
34.Intelligent Transportation Systems Plans 0 o o 0 o 0 o o o .0 0 o 0 0 o
35.Geotechrical o 0 0 o 0 o 0 0 0 0 o 0 0 o 0
TOTALS 3.151 460 357 519 592 680 543 0 0 0 o 0 0 3,181 3,447
Field Spry.,FAimets-
Notes: 0 4-man crew days FIRM TOTAL 3,151 1 3,447
1.Thia worksheet provides the distribution or aagialsrlal staff hours bra project.
1 Percentages rerun hour distribution by classification are entered below in rows 03 to 96 of this shoat.
3.Total Stoll TIMAS(column 01 may not match staff Imurs from Summary worksheet(column EP due to rounding.Statt hours calculated Mr employee classrfications ere to be eMusted so toOls ln columns 13 and 0 match.
4 Forrn.s under'Total Staff Hours Range(columns 0 8 P)may be adjusted to amide desired range.
yaw.aorse -PEI 1.0•24.11.1 VOMIT Wale
•
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number 429228-2-58-01 Protect Name Indian Creek Drrve from 26th Street to 41
FAP Number. TBD Date. 4/10/2012 Name of Consultant Ribbeck Engineering,Inc.
Staff Hour Distribution Percentages-Finn Total
Hass from
•isumwr
skew Project Sr Project Project Engineer Staff Classi- Staff Classi- Staff Classi- Staff Classi-Staff Classi- Staff Clasei-
i
Frr Tatal Manager Engineer Engineer Sr.Engineer Intern Sr.Designer fication 7 ficafion 8 Soaker)Soaker)9 ficatIon 10 fication 11 Section 12 Total
3.Project General and Project Common Tasks 0 00% 00% 00% 00% 0.0% 0.0% 0.0% 00% 00% i 0.0% 00% 0.00%
4 Roadway Analysis 788 20.0% ' 100% 20.0% 10.0% 0.0% 00°'- '2% 0.0% 00% 0.0% 100.00%
5.Roadway Plans 656 00% 0.0% 40.0% 40.0% 0.0% 00 0.0% 00' 0.0% 100.00%
6.Drainage Analysis 516 200, .. 80.0% 0.0% 0.0% 0.0% 0 3 00% 5.. 00% 100.00%
6b.Drainage Plans 630 20.0°' '.0% 100% 20.0% 10.0% 0.0% 0 77 0 0% 100.00%
7.Utilities 40 0.0% J0% 0.0% 0.0% '00.0% 0.0% 0.0 70% 0 J'Sc 100.00%
8.Environmental Permits.Compliance&Clearances 0 0.0% 0.0% no% 00% 0.0% 0.0 :0% 0.0% 0.00%
9.Structures-Misc.Tasks,Dwgs,Non-Tech. 0 0.0% 0 0.0% 00% 0.0% 0.0% 0.0 ;3% 0.0% 0.00%
10.Structures-Bridge Development Report 0 0.0% 0.0% 0.0% 0.0% 0.... 'Cv" 00% 0.00%
11.Structures-Temporary Bridge 0 00% 0 0.0% 00% 0.0% 004 0.00%
12.Structures-Short Span Concrete Bridge 0 00% 00-.a 0.0% 00% 0.0% 00% .. 000%
13.Structures-Medium Span Concrete Bridge 0 0 O% 0.0% 0.0% D 0% 00% 0 0% 0:: 0.0% : 000%
14.Structures-Structural Steel Bridge 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0 0- 0.0% 000%
15.Structures-Segmental Concrete Bridge 0 0.0% 0.0% 0.0% 00% 00% 0.0'16 03 00°1. 0.00%
16.Structures-Movable Span 0 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0 0 • 0.00%
17.Structures-Retaining Walls 0 00% 00% 0.0% 0.0% 00% 0.0% 004, 000%
18.Structures-Miscellaneous 0 00% 00% 0.0% 0.0% 0.0% 0.0% .i% 0.00%
19.Signing&Pavement Marking Analysis 210 200% 202" 100% 20.0% 10.0% 0.0% 0.0% 00% ]0% 100.00%
20.Signing&Pavement Marking Plans 114 0.0% 0 0% :.° 40.0% 40.0% 0.0% 0.0% 0 100.00%
21.Signalization Analysis 157 200% 20.0% 20.0% 10 0% 0.0% 0.0% 100.00%
22.Signalization Plans 40 00% 0 0% 40.0% 40.0% 0.0% 0.0% 00 . , 0 0% 100.00%
23.Lighting Analysis 0 00% .. 0.0% 0.0% 00% 00% 0.0% ., .J% 00% 0.00%
24 Lighting Plans 0 00% 0 5- . ,.= 0.0% 00% 0.0% 0.0% 0.0% 0 2 3 0% 00% 0.00%
25.Landscape Architecture Analysis 0 0.0% 0.0% 0.0% 04% 0.0% 00% 0.0% 0.0% 0.0% 00% 00% 0.0% 0.00%
26 Landscape Architecture Plans 0 0.0% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
27.Survey(Field&Office Support) 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.00%
28 Photogrammetry 0 00% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0%o
.0% 0.0%0.0%o%
.0% 00°6o00°60.0%
0°6 0.0% 0.0076
29.Map
p g 0 0.0% 00% 0.0% 0.0% 0.0% 00%
0.0%o
.0% 0.0% 00% 0.0% 0.0% 0.00%30.Terre5trial Mob'le LDAR 0 0.0% 0.0% '0'< 0.0% 00 0.0% 00% 2.0% 00"f. 0.0% 00°% 0.0% 0.00%
31.A hit cte Development0 0.0% 00% 0.0% 0 0
0.0%0
.0%
0.0%o
.0% 0.0% 0.0% 0.0% 0.0% 0.00%
32.Noise Barriers Impact Design Assessment 0 00% 0.0% 00• 0.0% 00 00% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.00°b
33.Intelligent Transportation Systems Analysis 0 0.0% 0.0% i 0.0%. 0.0% 00 '0°k 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.00%
34 Intelligent Transportation Systems Plans 0 0.0% 0.0% 0.0% 0.0% 00u. 5% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.00%
•
• 35.Geotechnical 0 0.0% 0.0% 0.0% 0.0% 00% 3% 00% 0.0% 0.0% 00% 00% 0.0% 0.00%
x
ESTIMATE OF WORK EFFORT AND COST-PRIME CONSULTANT
Name of Project: Indian Creek Drive from 26th Street to 419 Street-Interim Phase 2 Consultant Name:Ribbeck Engineering,Inc.
County: Miami-Dade nae.e....my Consultant No.: F-26-0460464
FP1-16- 4292262-58-01 Date: 4/10/2011
FAP No.: TBD Estimator: Carlos Ribbed,.P E
7111111.8 Project Sr Project Project Engineer
SUR .Desi StaRLlasai- SU%Class]- SV%Class]- Staff Class]- Staff Llacsi- Staff Claasi- SX Salary Average
Hours Fmm Manager Engineer Engineer ScSt.En glneer Ili r goer ficakon] fication 8 ficalion 9 fiction 10 fication it fication 13 By Lost By eata per
'SH Summary
-Firm. 56500 55800 356.00 56000 53100 52500 SO 00 5000 $0 00 5000 5000 SOW Activity Activity Task
3.Protect General ant Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 $0 1010/0,.
A Roadway Analysis 788 158 158 158 79 157 78 0 0 0 0 785 $39839 $50.56
5 Roadway Plans 656 0 0 131 0 262 263 0 0 0 0 856 $22,033 533.59
6a Drainage Analysis 516 103 0 0 413 0 0 0 0 0 0 518 $31,475 261.00
6b.Drainage Plans 630 126 126 128 126 63 o 0 0 0 63O $31,815 $50.50
].Utilities o0 0 0 0 0 0 ro 0 0 00 40 $1.000 $25.00
B.Environmental NIT..Compliance B Clearances 0 0 0 0 0 0 0 0 0 0 0 0 $0 RDIVO!
9 Structures-Mac.Tesla,Wags.Non-Tech. 0 0 0 0 0 0 0 0 0 $0 MVO!
10.Strucwrez-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 50 1DIV/0!
11.StrucMez-Temporary&age 0 0 0 0 0 0 0 0 0 0 0 0 50 1OV10!
12.Structures-Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 01
0 SO 100
13.Structures-Medium Span Concrete Bridge 0 0 0 0 O 0 0 0 0 0 0 0 50 800/0!
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 $0 001,01
15.Structures-Segmental Concrete One/ge 0 0 0 0 0 0 0 0 0 0 0 0 $0 R00I0!
16.Structures-Movable Span0 0 0 0 0 0 0 0 W e011/01
17.Structures-Retaining Walls 0 0 0 0 0 0 0 0 0 0 0 0 50 100/0!
19 Strucc]ras-Mar<Ilanwus 0 0 0 0 0 0 0 0 $0 ROVIO!
19.Signing B Pavement Marking Analysis 210 42 42 42 21 42 21 0 0 0 0 210 510,605 $50.50
20.Signing&Pavement Marking Rens 114 0 0 23 0 45 46 0 0 0 0 114 $3,833 $33.62
21 Signalea0on Analysis 157 31 31 31 18 32 16 0 0 00 157 $1,901 $50.32
22.Signal¢ation Plans 40 00 8 0 18 16 0 0 0 0 40 $1,314 $33.60
23 LgMing Analysis 0 0 0 00 0 0 0 0 0 SO ]*0100
20 Lighting Rens 0 0 0 0 0 0 0 0 0 0 0 $0 R0V/01
25.Landscape Architecture Analysis 0 0 0 0 0 0 0 0 00 SO 10V/0i
26.Landscape Archeecture Rans 0 0 0 0 0 0 0 0 0 0 0 $0 100101
27 Survey(Field&gfice Support) 0 0 0 0 0 0 0 0 0 0 0 50 /LOOM
28.PM1atogrammeb00IM
y 0 0 0 0 0 0 0 0 0 0 0 $0 4
29.Mepsng 0 0 0 0 0 0 0 0 0 0 0 $0 RDIV14
30.Tenwtrial MoO4e UDAR 0 0 0 0 0 0 0 0 $0 *00/01
31.Architecture Development 0 0 0 0 0 0 0 0 0 00 $O 0010/0!
32.Noise Barrens Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 SO IOu/B
33.Intelligent Transportation Systems Malysa 0 0 0 0 0 0 0 0 0 00 SO 11010/0!
34.Intelligent Transportation Systems Rens 0 0 0 0 0 0 0 0 0 0 0 SO 1100/0!
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 $0 *DIV10!
Total Staff lours 3.151 460 357 519 592 E80 543 0 0 0 0 0 0 3.151
Total Staff Cost $29.90000 $2070600 $29064.00 53552000 52108000 S13.575 00 $0.00 $0.00 50.00 50.00 5000 $000 $la9,8a5.00 $41.55
Check= $149,645.00
Survey F'el Days by Subc0mutant SALARY RELATED COSTS. $14984500
4-Person Crew'. OVERHEAD' 163 76% $245386.17
OPERATING MARGIN'. 38 5, $57,690.33
Notes- FCCM(Facsses Captal Cost Money): 0 767% $1,149.31
1.This sleet to be used by Prime Consultant to calculate the Gra.Total fee. ESIFENSES. $0.00
new
2.Manually enter fee from ea.subconsutant.Unused subcansutant rows may be hidden. Survey(F(Field-if by Prime) 0 days @ S - /day 50.00
SUBTOTAL ESTIMATED FEE: $450070.81
Subunsutant.Enter Name SW1 $000
Subconwtant:Sub2 $000
Subconsultant Sub3 $000
Subconwtant:Sub4 50.00
Subconsultant Subs $0.00
Subconsultant Sub6 $000
Subconwtant Sub] $0.00
Subconsutant Sub8 $0.00
Subconsultant Sub9 $0.00
Subconsutant Sub 10 $0.00
Subconwtant Sub 11 $0.00
Subunsutant Sub 12 50.00
SUBTOTAL ESTIMATED FEE: $454.010.81
Geotechnical Field and Lab Testing $0.00
SUBTOTAL ESTIMATED FEE: 5454,070.81
Optonal Services 5000
GRAND TOTAL ESTIMATED FEE: 2151.010.81
2018 12 20_IndanCreek_Fee_P3 Inter%Port FeePmpcael_PEI
Fee 914/-Pnme agef1 d4 4/102017257 PM
Project Activity 4:Roadway Analysis
Estimator:CR Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Ribbeck Engineering Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Units No of Units Hours/Unit Hours Comments
4.1 Typical Section Package LS 1 0 0
4.2 Pavement Type Selection Report LS 1 0 0
4.3 Pavement Design Package LS 1 0 0
4.4 Cross-Slope Correction LS 1 0 0
240 hrs/mile x 0.75 mitt along mainline+200 hrs/mile x 0.72mi of side streets(0.09mi(28 Street)+0.08mi
4.5 Horizontal Nertical Master Design Files LS 1 310 310 (29 Street)+0.09mi(30 Street)+0.06mi(32 Street)+0.05mi(34 Street)+0 05mi(35 Street)+0.08 no(38
Street)+0.05mi(41 Street)+0.06mi(Collins Ave from 31 Street to 32 Street)+0.11 mi(Collins Ave from 36
Street to 38 Street)=240 hrs/mi x 0.75+180 hrs/mi x 0.72=310 hrs for restoration plans
4.6 Access Management LS 1 0 0
4.7 Roundabout Evaluation LS 1 0 0
4.8 Roundabout Final Design Analysis LS 1 0 0
4.9 Cross Section Design Files LS 1 60 60 Low Range @ 40 hrs x 2(every 50 5)x 0.75 miles=80 hrs
4.10 Traffic Control Analysis LS 1 80 80 Level III-Mid Range=80 hrs
4.11 Master TCP Design Files LS 1 159 159 2 Phases x 1.47 miles x 54 hrs/mile=165 hrs
4.12 Design Variations and Exceptions LS 0 0 0
4.13 Design Report LS 1 0 0
4.14 Quantities LS 1 80 80 Low Range
4.15 Cost Estimate LS 1 0 0
4.16 Technical Special Provisions LS 1 0 0
4.17 Other Roadway Analyses LS 1 0 0
Roadway Analysis Technical Subtotal 689
4.18 Field Reviews LS 2 8 16
4.19 Monitor Existing Structures LS 1 0 0
2016 12 20 IndianCreek_Fee_P3_InterimNorth_FeeProposal_REI
4.Roadway Analysis Page 5 of 11 x10/2017
Proiect Activity 4:Roadway Analysis
Task Task Units No of Units Hours/Unit Hours Comments
4.20 Technical Meetings LS 1 0 0
4.21 Quality Assurance/Quality Control LS % 5% 34
4.22 Independent Peer Review LS % 0% 0
4.23 Supervision LS % 5h 34
Roadway Analysis Nontechnical Subtotal 84
4.24 Coordination LS % 2% 15
4.Roadway Analysis Total 788
Technical Meetings Units No of Units Hours/Unit Hours Toil PM Attendance at Meeting Required? Number
Typical Section EA1 4 4 no 0
Pavement EAI 4 4 no
Access Management EA 0 0 00
15%Line and Grade EA2 4 8 yes
Driveways EA 0 0 0 0
Local Governments(cities,counties.MPO) EA 2 4 8 yes 2
Work Zone Traffic Control EA 0 0 0 0
30/60190/100%Comment Review Meetings EA2 4 8 yes 3
Other Meetings EA0 0 0 0
Subtotal Technical Meetings 32 Subtotal Project Manager Meetings 0
Progress Meetings 01 required by FOOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 32 Total Project Manager Meetings(carries to Tab 3) 8
7
2016_12_20_IndianCreek_Fee_P3_InterimNadh_FeeProposalREI
4 Roadway Analysis Page 6 of 11 4x10/201
Project Activity 5:Roadway Plans
Estimator' Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing neck Engjnee Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/Unit Total
No. Task Scale Units Units or Comments
or Sheet Hours
Sheet
5.1 Key Sheet Sheet I 3 8
5.2 Summary of Pay Items Including Quantity Input Sheet 2 '6 32
5.3 Typical Section Sheets
5.3.1 Typical Sections EA 210 20
5.3.2 Typical Section Details EA 0 0
5.4 General Notes/Pay Item Notes Sheet 1 8 8
5.5 Summary of Quantities Sheets Sheet 0 0
5.6 Project Layout Sheet 0 0
5.7 Plan/Profile Sheet Sheet 13 6 108 18 Drainage Plan/Profile Plan Sheets(8 along mainline*10 along side streets)
5.8 Profile Sheet Sheet 0 0
5.9 Plan Sheet Sheet 18 4 72 18 Roadway Restoration Plan(8 along mainline*10 along side streets)
5.10 Special Profile Sheet 0 0
5.11 Back-of-Sidewalk Profile Sheet Sheet 0 0
5.12 Interchange Layout Sheet Sheet 0 0
5.13 Ramp Terminal Details(Plan View) Sheet 0 0
5.14 Intersection Layout Details Sheet 0 0
5.15 Special Details EA 0 0
5.16 Cross-Section Pattem Sheet(s) Sheet 0 0
2016_12_20_IndianCreek_Fee_P3_InterimNorth_FeeProposal_REI
5.Roadway Plans Page 7 of 11 4/10/2017
Project Activity 5:Roadway Plans
•
Task No.of Hours/Unit Total
No. Task Scale Units Units or Comments
or Sheet Hours
Sheet
5.17 Roadway Soil Survey Sheet(s) Sheet0 0
5.18 Cross Sections EA 80 0.25 20 Cross Sections along Indian Creek Drive(every 50 ft)
5.19 Temporary Traffic Control Plan Sheets Sheet 30 8 240 2 Phases x 15 sheet per phase(8 along mainline+7 along some side streets)=30 sheets x 8
j hrs/sheet=240 hrs
5.20 Temporary Traffic Control Cross Section Sheets EA 0 0
5.21 Temporary Traffic Control Detail Sheets Sheet 10 8 80 TCP General Notes,Pedestrian Detours,Vehicle Detours,TCP typicals and phasing
5.22 Utility Adjustment Sheets Sheet 0 0
5.23 Selective Clearing and Grubbing Sheet(s) Sheet 0 0
5.24 Project Network Control Sheet(s) Sheet 4 1 4
5.25 Environmental Detail Sheets Sheet 0 0
5.26 Utility Verification Sheet(s)(SUE Data) Sheet I 4 4
Roadway Plans Technical Subtotal 596
5.27 Quality Assurance/Quality Control LS % 5.. 30
5.28 Supervision LS % o., 30
5.Roadway Plans Total 656
2016_12_20_IndianCreek_Fee P3 InterimNorth_FeeProposal_REI
5.Roadway Plans Page 8 0111 4/10/2017
Project Activity 6a:Drainage Analysis
Estimator:CR Indian Creek Dove from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
TNosk Total
Task Units No of Units Hours/Unit Hours Comments
6a.1 Drainage Map Hydrology Per Map
6a.2 Base Clearance Report Per Location 0 0 0
6a.3 Pond Siting Analysis and Report Per Basin 0 0 0
6a.4 Design of Cross Drains EA 0 0 0
6a.5 Design of Ditches Per Ditch 0 0 0
Mile
6a.8 Design of Stormwater Management Facility(Offsite or EA 0 0 0
Inneld Pond)
6a.7 Design of Stormwater Management Facility(Roadside Per Cell 0 0 0
Ditch as Linear Pond)
Per
6a.6 Design of Floodplain Compensation Floodplain 0 0 0
Basin
Includes evaluation 8 analysis for 100-new drainage structures within Indian Creek mainline to be build(to meet
6a.9 Design of Storm Drains EA 150 2 300 interim conditon and to later transiton into ultimate condeon)8 50-additional structures within side-streets from
Collins Ave to Indian Creek Dr.for new 72"trunk-line construction along mainline&24"pipe upsize along side
streets working under gravity flow conditions
6a.10 Optional Culvert Material EA 1 8 8
6a.11 French Drain Systems Per Cell 0 0 0
6a.12 Drainage Wells EA 0 0 0
6a.13 Drainage Design Documentation Report LS 1 0 0
6a.14 Bridge Hydraulic Report EA 0 0 0
2016_12_14_IndianC reek_Fee_P3_I nterimNorth_FeeProposal_REt
6a.Drainage Analysis 9 of 19 12/14/2016
Project Activity 6a:Drainage Analysis
TNosk Total
Task Units No of Units Hours/Unit Hours Comments
6a.15 Temporary Drainage Analysis LS 1 30 80 Includes evaluation to maintain drainage during construction as well the drainage interphase between the newly
constructed 72"trunk-line and the existing side-street drainage
6a.16 Cost Estimate LS 0 0
6a.17 Technical Special Provisions LS 0 0
6a.18 Other Drainage Analysis LS 0 0
Drainage Analysis Technical Subtotal 388
6a.19 Field Reviews LS 20 4 80 Coordination with contractor during construction-Estimated 20 field review meetings
8a.20 Technical Meetings LS 1 0 0 Meetings are listed below
6a.21 Environmental Look-Around(ELA)Meeting LS1 0 0
6a.22 Quality Assurance/Quality Control LS % 5% 19
6a.23 Independent Peer Review LS % 0% 0
6a.24 Supervision LS % 5% 19
Drainage Analysis Nontechnical Subtotal 118
6a.25 Coordination LS % 2% 10
6a.Drainage Analysis Total 516
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Base Clearance Water Elevation EA 0 0 0
Pond Siting EA 0 0 0 0
Agency FA 0 0 0 0
Local Governments(cities,counties) FA 0 0 0 0
FDOT Drainage EA 0 0 0 0
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 0 0
Progress Meetings Of required by FDOT) EA0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3 0
Carnes m O.iv r,„s„�,o nn;
2016 12 14 IndianCreek_Fee_P3_InterimNorth_FeeProposal_RP I
6a Drainage Analysis 10 of 19 12/14/2016
6b.Drainage Plans
Estimator CR Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Print Name Signature/Date
FOOT District
Consultant Name
NOTE:Signature Block is optional,per District preference
Task Task Scale Units No.of Units Hours/Unit Total Hours Comments
No. or Sheet or Sheet
6b.1 Drainage Map(Including Interchanges) Sheet 1 48 48
66.2 Bridge Hydraulics Recommendation Sheets Sheet 0 0 0
66.3 Summary of Drainage Structures Sheet 3 24 72
66.4 Optional Pipe/Culvert Material Sheet 1 4 8
66.5 Drainage Structure Sheet(s)(Per Structure) EA 100 3 300
66.6 Miscellaneous Drainage Detail Sheets Sheet 6 24 144 Drainage Detail Sheets. Pump Station Wet Pit(1),Outfall/Seawall Slot Structure(1),Pollution Control Structure(3
&Sluice Gate Details(1),Total=6-Sheets
66.7 Lateral Ditch Plan/Profile Sheet 0 0 0
66.8 Lateral Ditch Cross Sections EA 0 0 0
6119 Retention/Detention Ponds Detail Sheet(s) Sheet 0 0 0
6b 10 Retention Pond Cross Sections EA 0 0 0
6b 11 Erosion Control Plan Sheet(s) Sheet 0 0 0
Sb.12 SWPPP Sheet(s) Sheet 0 0 0
Drainage Plans Technical Subtotal 572
6b.13 Quality Assurance/Quality Control LS % 5% 29
Sb.14 Supervision LS % 5% 29
6.Drainage Plans Total 630
2016_72_74_IndianCreekFee P3 InterimNorthFeeProposal_REI
6b.Drainage Plans Page 11 of 19 12/14/2016
Project Activity 7:Utilities
Estimator Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Print Name Signature/Date
•
•
City of Miami Beach
Consultant Name
NOTE Signature Block is optional,per District preference
Task
No. Total
Task Units No of Units Hours/Unit Hours Comments
7.1 Utility Kickoff Meeting LS 0 0
7.2 Identify Existing Utility Agency Owners(UAO(s)) LS 0 0
7.3 Make Utility Contacts LS 0 0
7.4 Exception Processing LS 0 0
7.5 Preliminary Utility Meeting LS 0 0
7.6 Individual/Field Meetings LS 1 0
7.7 Collect and Review Plans and Data from UAO(s) LS 6 0
7.8 Subordination of Easements Coordination LS 0 0
7.9 Utility Design Meeting LS 0 0
7.10 Review Utility Markups 8 Work Schedules,and LS 0 0
Processing of Schedules 8 Agreements
7.11 Utility Coordination/Followup LS 0 0
7.12 Utility Constructability Review LS 0 0
7.13 Additional Utility Services LS 0 0
7.14 Processing Utility Work by Highway Contractor(UWHC) LS 0 0
7.15 Contract Plans to UAO(s) LS 0 0
7.16 Certification/Close-Out LS 0 0
7.17 Other Utilities LS 1 40 Utility Coordination with UAO's
7.Utilities Total 40
2016 12 14 lndariCieek Fee P3 lntevmoorth_FeeProposal_REI
7.Utilities Page 12 of 19 12/14/2016
Proiect Activity 7'Utilitieg
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Kickoff(see 7.1) EA 0 0 0 0
Preliminary Meeting(see 7.5) EA 0 0 0 0
Individual UAO Meetings(see 7.6) EA 0 0 0 0
Field Meetings(see 7.6) EA 0 0 0 0
Design Meeting(see 7.9) EA 0 0 0 0
Other Meetings(this is automatically added into Utilities Total EA 0 0 0 0
(cell F27))
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
2016_12 14_IndianCreek_Fee_P3_InterimNorth_FeeProposal_REI
7.Utilities Page 13 of 19 12/142016
Project Activity 19:Sianina and Pavement Markina Analysis
Estimator:CR Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Ribbeck Engineering Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/ Total
No. Task Units Comments
Units Units Hours
19.1 Traffic Data Analysis LS1 0
19.2 No Passing Zone Study LS 1 0
19.3 Reference and Master Design File LS 1 0
19.4 Multi-Post Sign Support Calculations EA1 116.2 118 30 hrs to set up r 60 hrs/mile x 1.47 miles=118.2 hrs-Low Range
19.5 Sign Panel Design Analysis EA1 0
19.6 Sign Lighting/Electrical Calculations EA1 0
19.7 Quantities LS1 54 54 18 sheets(8 along mainline+10 along side streets)x 3 hrs/sheet=54 hrs
19.8 Cost Estimate LS1 0
19.9 Technical Special Provisions LS1 0
19.10 Other Signing and Pavement Marking LS1 0
Signing and Pavement Marking Analysis Technical Subtotal 172
19.11 Field Reviews LS 1 16 16
19.12 Technical Meetings LS 1 0 0 Meetings are listed below
19.13 Quality Assurance/Quality Control LS % 5% 9
19.14 Independent Peer Review LS % ON 0
19.15 Supervision LS % 5% 9
Signing and Pavement Marking Analysis Nontechnical Subtotal 34
19.16 Coordination LS % 2% 4
19.Signing and Pavement Marking Analysis Total 210
2016_12_20_In dianC reek_Fee_P 3_I nterimN orth_FeeProposai_R E I
19.Signing 8 Marking Analysis Page 9 of 11 12/202016
Project Activity 19:Sianina and Pavement Markinu Analysis
Task No.of Hours/ Total
No. Task Units Comments
Units Units Hours
Technical Meetings Unjts No of Unjts Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Sign Panel Design EA 1 0 0 no 0
Queue Length Analysis EA 0 0 0 0
Local Governments(cities,counties) EA 0 0 0 0
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 11
Progress Meetings(if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
2016_12 20_IndianCreek_Fee_P3 InterimNorth_FeeProposal REI
19.Signing&Marking Analysis Page 10 of 11 12202018
•
Project Activity 20:Sianina and Pavement Marking Plans
Estimator Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Ribbeck Engineering • Signature l Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task
Task Scale Units No of Units Hours/Unit 61teels Total Hours Comments
20.1 Key Sheet Sheet 1 1 1 4 Low range
20.2 Summary of Pay Items Including TRNS•Port Input LS 1 0 0
20.3 Tabulation of Quantities Sheet 3 B 3 24 12 hrs for first tabulation«6 hrs for second tabulation sheet+6 hrs for third tabulation sheet=24 hrs
20.4 General Notes/Pay Item Notes Sheet 1 4 1 4
20.5 Project Layout Sheet 0 0 0 0
20.6 Plan Sheet Sheet 18 4 18 72 18 sheets(8 along mainline+10 along side streets)
20.7 Typical Details EA 0 0 0
20.8 Guide Sign Worksheet(s) EA 0 0 0
20.9 Traffic Monitoring Site EA 0 0 0
20.10 Cross Sections EA 0 1 0
20.11 Special Service Point Details EA 0 0 0
20.12 Special Details LS 0 0 0
20.13 Interim Standards LS 0 0 0
Signing and Pavement Marking Plans Technical Subtotal 23 104
20.14 Quality Assurance/Quality Control LS % 5% 5
20.15 Supervision LS % 5% 5
20.Signing and Pavement Marking Plans Total 23 114
•
2016 1220 IndanCreek_Fee_P3_InterimNorth_FeeProposal REI
20.Signing a Marking Plans Page 11 or 11 12/20/2016
Proiect Activity 21:Sianalization Analvsig
Estimator. Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Ribbeck Engineering Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/
No. Task Units Units Units Total Hours Comments
21.1 Traffic Data Collection LS1 0
21.2 Traffic Data Analysis PI 7 0
21.3 Signal Warrant Study LS 1 0
21.4 System Timings LS 1 0
21.5 Reference and Master Signalization Design File PI 5 24 120 Low range-signal modifications to(1)Indian Creek Drive at 29 Street,(2)3900 Block at Indian Creek Drive,(3)
Indian Creek Drive at 41 Street.(4)Collins Avenue at 27th Street and(5)Collins Avenue at 3100 Block.
21 6 Reference and Master Interconnect Communication LS 1 0
Design File
21.7 Overhead Street Name Sign Design EA 0 0
21.8 Pole Elevation Analysis LS 1 0
21.9 Traffic Signal Operation Report LS 1 0
Low range-signal modifications to(1)Indian Creek Drive at 29 Street,(2)3900 Block at Indian Creek Drive,(3)
21.10 Quantities LS5 4 20 Indian Creek Drive at 41 Street,(4)Collins Avenue at 27th Street and(5)Collins Avenue at 3100 Block.
21.11 Cost Estimate LS 1 0
21.12 Technical Special Provisions LS1 0
21.13 Other Signalization Analysis LS 1 0
Signalization Analysis Technical Subtotal 140
21.14 Field Reviews LS 1 0 0
21.15 Technical Meetings LS1 0 0 Meetings are listed below;Miami Dade County Signals
21.16 Quality Assurance/Quality Control LS % 5% 7
21.17 Independent Peer Review LS % 094 0
21.18 Supervision LS % 5% 7
Signalization Analysis Nontechnical Subtotal 14
2016_12_20_1 ndianC reek_Fee_P3_Interi mNorth_FeeProposal_R EI
21.Signalization Analysis Page 9 of 11 4/102017
proiect Activity 21:Sianalization Analvsiq
2119 Coordination LS % 2% 3
21.Signalization Analysis Total 157
Technical Meetings Units No of Units Hours/Unit Total Hours PM Attendance at Meeting Required? Number
FDOT Traffic Operations EA .r 0 0 0
FDOT Traffic Design EA 3 0 ,,
Power Company(service point coordination) EA0 0 0 0
Maintaining Agency(cities,counties) EA 9 3 0 0
Railroads EA ., 0 0 0
Other Meetings EA 0 3 0 0
Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 0
Progress Meetings(if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 0 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
2016_i2_20_1 ndianCreek_Fee_P3_I nterimNorth_FeeProposal_REI
21 Signalization Analysis Page 10 of 11 4/102017
Project Activity 22:Signalization Plans
Estimator: Indian Creek Drive from 26th Street to 41st Street-Interim Phase 2
429228-2-58-01
Representing Ribbeck Engineering Signature!Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task
Task Scale Units No of Units Hours/Unit Sheets Total Hours Comments
22.1 Key Sheet Sheet 1 4 1 4
22 2 Summary of Pay Items Including Designer Interface Sheet 3 7 0 0
(TRNS•Port)Input
22.3 Tabulation of Quantities Sheet 1 9 1 8
22.4 General Notes/Pay Item Notes Sheet 1 4 1 4
22.5 Plan Sheet Sheet 5 4 5 20 signal moAfications to(1)Indian Creek Drive at 29 Street,(2)3900 Block at Indian Creek Drive.(3)Indian
Creek Drive at 41 Street,(4)Collins Avenue at 27th Street and(5)Collins Avenue at 3100 Block.
22.6 Interconnect Plans Sheet 0 00 0
22.7 Traffic Monitoring Site EA 9 0 0
22.8 Guide Sign Worksheet EA , 0 0
22.9 Special Details Sheet 0 0 0 0
22.10 Special Service Point Details EA 0 3 0
22.11 Mast Arm/Monotube Tabulation Sheet PI 0 3 0
22.12 Strain Pole Schedule PI 0 0 0
22.13 TCP Signal(Temporary) EA 0 0 0
22.14 Temporary Detection Sheet PI 0 0 0
22.15 Utility Conflict Sheet Sheet 0 3 0 0
22.16 Interim Standards LS 1 0 0
Signalization Plans Technical Subtotal 8 36
22.17 Quality Assurance/Quality Control LS % 5% 2
22.18 Supervision LS k 5% 2
22.Signalization Plans Total 8 40
2016 12 20 IndianC reek Fee_P3_InterimNarth_Fee Praposal_R El
22.Slgnaleation Plans Page 11 of 11 410/2017
r
Project Staff Hour Summary
Name of Consultant Ribbeck Engineering,Inc. Indian Creek Dr from 25 St to 26 St 8 Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Project Staff Hours
Activity Activity Enter Firm Enter Name Sub 2 Sub 3 Sub 4 Sub 5 Sub 6 Sub 7 Sub 8 Sub 9 Sub 10 Sub 11 Sub 12 Total Hours
No. Name Sub 1
3 Project Common and General Tasks 0 0
4 Roadway Analysis 148 148
5 Roadway Plans 130 130
6a Drainage Analysis 0 0
6b Drainage Plans 0 0
7 utilities o 0
8 Env.Permits,Compliance&Clearances 0 0
9 Structures-Summary,Misc.Tasks,Dwgs. 0 0
10 BDR 0 0
11 Temporary Bridge 0 0
12 Short Span Concrete Bridge 0 0
13 Medium Span Concrete Bridge 0 0
14 Structural Steel Bridge 0 0
15 Segmental Concrete Bridge 0 0
16 Movable Span 0 0
17 Retaining Walls 0 0
18 Miscellaneous Structures 0 0
19 Signing&Pavement Marking Analysis 35 35
20 Signing&Pavement Marking Plans 20 20
21 Signalization Analysis 57 57
22 Signalization Plans 13 13
23 Lighting Analysis 0 0
24 Lighting Plans 0 0
25 Landscape Architecture Analysis 0 0
26 Landscape Architecture Plans 0 0
27 Survey-Field and Office Support 0 0
28 Photogrammetry 0 0
29 Mapping 0 0
30 Terrestrial Mobile LiDAR 0 0
31 Architecture Development 0 0
32 Noise garners Impact Design Assessment 0 0
33 ITS Analysis 0 0
34 ITS Plans 0 0
35 Geotechnical 0 0
Project Total 403 0 0 0 0 0 0 0 0 0 0 0 0 403
27 'Survey Field Crew Days 0 0
Notes. 1.Staff hours for prime consultant come directly from each discipline's worksheet.
2 Staff hours for subconsultants are to be entered manually into columns 0 through O.
3.For workbooks prepared by subconsultants.their project hours will be totaled in column C.
2017_05_25 I ndianCreek_Fee_P 1_Supplemental_'nteri mSouth_FeeProposal_R E I
Summary Page 1 0116 512612017
ESTIMATE OF WORK EFFORT AND COST-PRIME CONSULTANT
Name of Project. Indian Creek Dr from 25 St to 26 St&Collins Ave-Interim Phase I-Supplemental 1 Consultant Name:Ribbeck Engineenng,Inc.
County'. Miami-Dade Consultant No: F-26-0460464
FPN: 429228-2-58-01 Date: 54262017
FAP No.. TOD Estimator: Carlos Ribbeck,P E
Total Start ProjeSr Project Project Engineer Staff Class, Staff Class). SR Claes, Staff Class, Staff Class, Staff Clack- 5H Salary Average
Stag Classification Hours From 6ynagct Engineer er Engineer Engineer Sr. lnhm Sr.Designer Staff ficatlon 7 ficabon 8 ficaaen 9 fi aSon 10 ficadon 11 ficatan 12
'SH Summar)
By Cast By Rah Per
-Firm" $6500 $58.00 55600 56000 $3100 $2500 $000 $000 $000 $0.00 5000 4000 Activity *050160 Task
3.Project General and Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 0 S0 6010/'
4.Roadway Analysis 148 30 30 30 15 14 29 0 0 0 0 0 148 57,429 550.20
5.Roadway Plans 130 0 0 26 0 52 5 0 0 0 0 0 130 $4368 $33.60
6a.Drainage Analysis 0 0 0 0 0 0 0 0 0 0 0 0 50 6010/9
66.Drainage Plan. 0 0 0 0 0 0 0 0 0 0 0 0 $0 50IV/0!
7.Utilities 0 0 0 0 0 0 0 0 0 0 0 0 50 IDlV/0!
8.Environmental Penman,Compliance 5 Clearances 0 0 0 0 0 0 0 0 0 0 0 0 SO 501V/0')
9.Structures-Misc.Tasks,Dags,Non-Tech. 0 0 0 0 0 0 0 0 0 0 0 0 50 9010/0,
10.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 So 9010/0'.
11.Structures Temporary Bridge 0 0 0 0 0 0 0 0 0 0 0 0 50 11111V/O!
12.Structures-Shod Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 50 6040(0!
13 Structures.Medium Syn Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 50 9010(0!
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 50 6010(0!
15.Structures-Segmental Concrete Braise 0 0 0 0 0 0 0 0 0 0 0 0 50 6010/0!
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 $0 6010/'
17.Structures-Rehinng Walls 0 0 0 0 0 0 0 0 0 0 0 0 50 6010/'
18.Structures-Miscellaneous 0 0 0 0 0 0 0 0 0 0 0 0 50 9DIV/'
19.Signing 5 Pavement Marking Analysis 35 7 7 7 4 6 0 0 0 0 0 35 $1,779 $50.63
20.Signing 5 Pavement Markkg Plans 20 0 0 4 0 10 0 0 0 0 0 20 $684 534.20
21.Signaluation Anaysis S7 11 12 12 6 10 0 0 0 0 0 57 52.903 550.93
22.Signal¢a.on P.rs 13 0 0 3 0 $ 0 0 0 0 0 13 $448 $34.46
23.Lighting Analyse 0 0 0 0 0 0 0 0 0 0 0 0 50 M01V(0!
24 Lighting Fans 0 0 0 0 0 0 0 0 0 0 0 0 50 9010(0)
25 Landscape Architecture Analyse 0 0 0 0 0 0 0 0 0 0 0 0 50 6DIV/s
26 Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 0 0 50 1010/'
27.Survey(Field.Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 $0 iDIV/9
28.Photogrammeby 0 0 0 0 0 0 0 0 0 0 0 0 50 MORN,
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 50 9010/0!
33.Terrestrial Mobile LIDAR 0 0 0 0 0 0 0 0 0 0 0 0 50 51210/0!
31 Architecture Development 0 0 0 0 0 0 0 0 0 0 0 0 50 6010/01
32.Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 0 50 600/0!
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 0 0 0 50 900/'
34 Intelligent Transpodagon Systema Plans 0 0 0 0 0 0 0 0 0 0 0 0 SO 90IV/0!
35 Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 50 6010(0'.
Total Staff lours 403 48 49 82 25 97 102 0 0 0 0 0 0 403
Total Staff Cost $3.120.00 52,842.00 $4,592.00 $1,500.00 $3007.00 52.55000 $0.00 $0.00 50.20 5000 5020 50.00 $17,611.00 543.70
Check= $17,81100
Survey Field Days by Subcersultant SALARY RELATED COSTS: $17,61100
4-Person Crew: OVERHEAD: 163 76% $28,839.77
OPERATING MARGIN: 38 5% 56.783.84
Notes: FCCM(Facilities Capital Cost Money), 0 767% $13508
1.This sheat to be used by Prime Consultant to calculata tin Grand Total fee. EXPENSES: $0.00
4-man crew
2.Manually enter fee from each subconsultant.Unused subcorsultant rows may be hidden. Survey(Field-if by Pt..) 0 days @ 5 /day 5000
SUBTOTAL ESTIMATED FEE: 553,369.69
SWcansullant Enter Name Sub l $000
Subconsultant:Sub2 $000
Subconsultant Sub1 $0.00
Subconsuldnt.Sub4 $0.00
Subconsultant Subs $0.00
Subconsugant.Sub6 $0.00
Subconsulant Sub 7 50.00
Subconsukant Sub8 moo
SubconsuEant Sub9 $0-00
Subconsultent Sub 10 SO 00
Subconsubant Sub 11 50.00
' Subconsultant Sub 12 5000
. SUBTOTAL ESTIMATED FEE: 553,369.69
Geotechnical Field and Lab Testing $000
SUBTOTAL ESTIMATED FEE: 653,569.69
Optional Services $0 00
GRAND TOTAL ESTIMATED FEE: $63,359.69
2017 0525 IedanCreekFeePtSuppkmental__Inlen0SONn_FeePropusal REI
Fee Aeet Prime Page 1 oft 5260017 450 PM
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number: 429228-2-58-01 Project Name: Indian Creek Dr from 25 St to 26 St&Col
FAP Number: TBD Date: 5/2612017 Name of Consultant: Ribbeck Engineering,Inc.
WORKHartshorn EH PLOYEECLA98IFl0AT0B TOTAL
.,
ACTVITT areaneer
STAFF HOURS ON CADS
-
Project Sr Project Project sr.E Engineer sr.Desi Staff Classi- Staff Classi- Staff Closer-Staff Clessi- Staff Classi- Staff Class-
Poo row Manager Engineer Engineer i, rpineer Inlemgran fication 7 fication 8 fication 9 fication 10 fication 11 fication 12 RANGE
Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hos Hours Hours - PERCENT
3.Project General and Project Common Tasks o 0 0 0 0 0 0 0 0 0 0 0 0 0 : 0
4.Roadway Analysis 148 30 30 30 15 14 29 0 0 0 0 0 0 148 163
•
5.Roadway Plans 130 0 0 26 0 52 52 0 0 0 0 0 0 130 I 143
6a.Drainage Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0
fib.Drainage Plans 0 00 0 0 0 0 0 0 0 0 0 0 0 ! 0
7 Utilities 0 0 - 0 0 0 0 0 0 0 0 0 0 0 0 I 0
8.Environmental Permits.Compliance&Clearances 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9.Structures-Misc.Tasks,Dwgs.Non-Tech. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0
11.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12.Structures-Short Span Concrete Bridge 0 0 0
p g 0 0 0 0 0 0 0 0 0 0
0 0
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
15.Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17.Structures-Retaining Walls 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
18.Structures-Miscellaneous 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
19.Signing 8 Pavement Marking Analysis 35 7 7 7 4 6 4 0 0 0 0 0 0 35 39
20.Signing&Pavement Marking Plans 20 0 0 4 0 10 6 0 0 0 0 0 0 20 22
21.Signalidatlon Analysis 57 11 12 12 6 10 6 0 0 0 0 0 0 57 63
22.Signal¢ation Plans 13 0 0 3 0 5 5 0 0 0 0 0 0 13 14
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
24.Lighting Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
25.Landscape Architecture Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
26.Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
27.Survey(Field&Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
28.Photogrammelry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
30.Terrestrial Mobile LiDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
31.Architecture Development 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
•
I 32 Nome Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 34.Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
•
TOTALS 403 48 49 82 25 97 102 0 0 0 0 0 0 403 444
Field Survey Estimate:
Nems. 0 4-man crew days FIRM TOTAL 403 444
1.Tho worksheet provides the di9dbition of a finis fatal staff hours for a project.
2.Percentages for staff Now distribution by classification are entered below In rows 63 to S6 of this sheet.
3.Total staff Hours(column O)may not match staff hours from Summary worksheet(column B)due to rounding.Staff hours calculated for employee classifications are to be adjusted so totals in columns B and 0 match.
4.Formulas under Total Staff Hours Range-(columns O a P)may be adjusted to provide desired range.
•
2011_00,wiearti n 9ep.i.ui�ieisMwierwnyo�Lre=u
evrn�smi�s ne Pa,Ma a-M/eY.W
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number 429228-268-01 Project Name Indian Creek Dr from 25 St l0 26 St 8 Col
FAP Number. TBD Date. 5/26/2017 Name of Consultant. Ribbeck Engineering,Inc.
Staff Hour Distribution Percentages-Firm Total
Hours from
sheet mmaT Project Sr Project Project Engineer Staff Classi- Staff Classi- Staff Ciessi-Staff Classi- Staff Classi- Staff Classi-
i
`comManager Engineer Engine Sr.Engineer Intern Sr.Designer fication 7 fication 8 fication 9 fication 10 fication 11 fication 12 Total
3.Project General and Project Common Tasks 0 ora r
00% 0.0% 0.0% o 0% 0.0% 00% 0.0% 0.0% 00% 0.0% 0.0% 00% 000%
4.Roadway Analysts 148 20.0% 20 0% 20.0% 10.0% 10.0% 20.0% 00% 0 0% 00% 0.0% 0.0% 00% 100.00%
S.Roadway Plans 130 00% 0.0% 20.0% 0.0% 40.0% 40.0% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 100.00%
66.Drainage Analysis 0 20.0% 00% 0.0% 800% 0.0% 00% 0.0% 00% 00% 0.0% 00% 0.0% 100.00%
613 Drainage Plans 0 20.0% 20.0% 20.0% 100% 200% 10.0% 0.0% 00% 00% 00% 00% 0.0% 100.00%
7.utilities 0 00% 00% 00% 0.0% 0.0% 100.0% o.o% 30% 0.0% 00% 00% 0.0% 100.00%
8.Environmental Permits,Compliance B Clearances 0 30% 00% 00% 00% 0.0% 0.0% 00% 00% 00% 00% 00% 0.0% 0.00%
9.Structures-Mise-Tasks.Dwgs,Non-Tech. 0 00% 00% 00% 00% 0.0% 00% 00% 00% 0.0% 00% 0.0% 00% 0.00%
10 Structures-Bridge Development Report 0 00% 00% 00% 00% 0.0% 0.0% 0.0% 3.0% 0.0% 0.0% 0.0% 0.0% 0.00%
11.Structures-Temporary Bridge 0 00% 00% 0.0% 0.0% 00% 00% 00% 00% 00% 00% 00% 00% 0.CO%
12.Structures-Short Span Concrete Bridge 0 0 0% 0 0% 0.0% 0.0% 0 0% 0 0% 0 0% 3 0% 0 0% 0.0% 0.0% 0 0% 0.00%
13 Structures-Medium Span Concrete Bridge 0 00% 00% 0.0% 0.0% 0.0% 00% 00% 00% 00% 0.0% 00% 0.0% 0.00%
14.Structures-Structural Steel Bridge 0 0.0% 00% 0.0% 0.0% 0.0% 00% 00% 00Y,. 3.0% 00% 00% 00% 000%
15.Structures-Segmental Concrete Bridge 0 00% 00% 00% 0.0% 90% 00% 00% 00% 00% 00% 0.0% 00% 0.00%
16.Structures-Movable Span 0 00% 0.0% 00% 00% 3.0% 00% 00% 00% 0.0% 00% 0.0% 00% 000%
17.Structures-Retaining Walls 0 00% 0.0% 00% 00% 0.0% 00% 0.0% 00% 00% 00% 00% 00% 000%
10.Structures-Miscellaneous0 00% 00% 0.0% 00% 00% 00% 00% 00% 00% 0.0% 0.0% 00% 000%
19.Signing B Pavement Marking Analysis 35 20.0% 20.0% 20.0% 100% 20.0% 100% 0.0% 00% 0.0% 00% 0.0% 0.0% 100.00%
20.Signing&Pavement Marking Plans 20 00% 0.0% 200% 0.0% 45.0% 35.0% 0.0% 0.0% 0 0% 0.0% 0 0% 00% 100.00%
21 Signalization Analysis 57 20.0% 20.0% 250% 10.0% 15.0% 10.0% 0.0% 00% 0.0% 0.0% 00% 0.0% 100.0%
22 Signalization Plans 13 0.0% 0.0% 25.0% 0.0% 350% 40.0% 00% 00% 0.0% 0.0% 0.0% 00% 100.00%
23.Lighting Analysis 0 0.0% 0.0% 00% 00% 0.0% 0.0% 00% 00% 0.0% 00% 00% 00% 000%
24.Lighting Plans 0 00% 00% 00% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 000%
25.Landscape Architecture Analysis 0 00% 0.0% 00% 00% 00% 00% 0.0% 0.0% 00% 00% 00% 0.0% 0.00%
26.Landscape Architecture Plans 0 00% 00% 0.0% 0.0% 00% 00% 00% 0.0% 00% 00% 0.0% 0.0% 0.00%
27.Survey(Field 8 Office Support) 0 00% 0 0% 0.0% 0.0% 0 0% 0 0% 0.0% 0.0% o 0% 0 0% 0.0% 0.0% 0.00%
28 Photogrammetry 0 00% 00% 0.0% 0.0% 0.0% 00% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
29 Mapping 0 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.00%
30 Terrestrial Mobile LiDAR 0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00%
31.Architecture Development 0 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 00% 0.0% 0.0% 00% 00% 000%
32.Noise Barriers Impact Design Assessment 0 00% 00% 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 0.0% 00% 00% 000%
33.Intelligent Transportation Systems Analysis 0 00% 00% 00% 0.0% 0.0% 00% 0.0% 00% 00% 00% 0.0% 0.0% 0.00%
34.Intelligent Transportation Systems Plans 0 00% 0.0% 00% 00% 00% 00% 0.0% 0.0% 00% 0.0% 00% 0.0% 000%
35.Geotechnical 0 00% 00% 0.0% 00% 00% 00% 0.0% 00% 00% 00% 00% 0.0% 0.00%
Proiect Activity 4:Roadway Analysis
Estimator CR Indian Creek Dr from 25 St to 26 St 8 Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature I Date
City of Miami Beach
Consultant star,
NOTE:Signature Block is optional,per District preference
Task
ours Task Units No of Units Hours/Unit HComments
4 1 Typical Section Package LS 1 0 0
4.2 Pavement Type Selection Report LS 1 0 0
4.3 Pavement Design Package LS 1 14 14 Addition of Collins Ave Pavement Design
4.4 Cross-Slope Correction LS 1 0 0
4.5 Horizontal Nertical Master Design Files LS 1 45 45 Roadway reconstruction-200 hrs/mile x(990+100+50+50)/5280+miles=45 hrs
4.6 Access Management LS 1 3 0
4/ Roundabout Evaluation LS 1 0 0
4.8 Roundabout Final Design Analysis LS 1 0 0
4.9 Cross Section Design Files LS 1 0 0
4.10 Traffic Control Analysis LS 1 26 26 Level III-Low Range-Redesign TCP for full reconstruction to final grade instead of roadway restoration gastric'profile about 2 ft).
4.11 Master TCP Design Files LS 1 26 26 Low range-3 Phases(new TCP design files required for full reconstruction(raising road))
4.12 Design Variations and Exceptions LS 0 0 0
4.13 Design Report LS 1 3 0
4.14 Quantities LS 1 20 20 Low Range(new quantity take off)including earthwork
415 Cost Estimate LS 1 0 0
4.16 Technical Special Provisions LS 1 0 0
4.17 Other Roadway Analyses LS 1 0 0
Roadway Analysis Technical Subtotal 131
4.18 Field Reviews LS 0 0 0
4.19 Monitor Existing Structures LS 1 0 0
2017 05 25_IndianCreekFee PiSupplemental_InterimSouth_FeeProposal_REI
4.Roadway Analysis Page 7 of 16 424/2017
lab
Project Activity 4:Roadway Analysis
TNosk Task Units No of Units Hours/Unit Hours Comments
4.20 Technical Meetings LS 1 0 0 Mtg with FOOT for Barrier Wall,pavement design and TCP to be charged ata separate supplemental.
4.21 Quality Assurance/Quality Control LS % 5, 7
4.22 Independent Peer Review LS % 0% 0
4.23 Supervision LS % 5% 7
Roadway Analysis Nontechnical Subtotal 14
4.24 Coordination LS % 2% 3
4.Roadway Analysis Total 148
Technical Meetings Units No of Units Hours/Unit
HTotal ours PM Attendance at Meeting Required? Number
Typical Section EA 0 0 0 no
Pavement EA 0 0 0 no -
Access Management EA 0 0 0 .,
15%Line and Grade EA 0 0 0 yes
Driveways EA 0 0 0 3
Local Governments(cities,counties,MPG) EA 0 0 0 yes
WorkZoneTrafficControl EA 0 0 0 01
30/60/90/100%Comment Review Meetings EA 0 0 0 yes 3
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings 0 Subtotal Project Manager Meetings 6
Progress Meetings(if required by FOOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 0 3 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 6
201705 25 IndiarCreek_Fee_P1 Supplemental_InterimSouth_FeeProposal_REI
4
Roadway Analysis Page 8 of 16 5126/2017
Project Activity 5:Roadway Plans
Estimator: Indian Creek Dr from 25 St to 26 St&Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/Unit Total
No. Task Scale Units Units or or Sheet Hours Comments
Sheet
5.1 Key Sheet Sheet 1 2 2 Revision
5.2 Summary of Pay Items Including Quantity Input Sheet 1 4 4 Revision
5.3 Typical Section Sheets
5.3.1 Typical Sections EA 2 4 8 Revision
5.3.2 Typical Section Details EA 0 0
5.4 General Notes/Pay Item Notes Sheet 00 0
5.5 Summary of Quantities Sheets Sheet 0 0
5.6 Project Layout Sheet 0 0
5.7 Plan/Profile Sheet Sheet 3 6 18 3 Plan/Profile Plan Sheets(new design)
5.8 Profile Sheet Sheet o 0
5.9 Plan Sheet Sheet 0 4 0
5.10 Special Profile Sheet 0 0
5.11 Back-of-Sidewalk Profile Sheet Sheet 0 0
5.12 Interchange Layout Sheet Sheet 0 0
5.13 Ramp Terminal Details(Plan View) Sheet 0 0
5.14 Intersection Layout Details Sheet 1 12 12 Intersection Plateau
5.15 Special Details EA 0 0
5.16 Cross-Section Pattern Sheet(s) Sheet 0 0 0
2017_O5_25_IndianCreek_Fee_P1 Supplemental_InterimSouth_FeeProposal_REI
5.Roadway Plans Page 9 of 16 5/26/2017
Project Activity 5:Roadway Plans
Task No.of Hours/Unit Total
No. Task Scale Units Units or or Sheet Hours Comments
Sheet
5.17 Roadway Soil Survey Sheet(s) Sheet 0 0
5.18 Cross Sections EA 0.5 12 24 Additional Sections along Collins Ave.
5.19 Temporary Traffic Control Plan Sheets Sheet 15 4 60 Low Range-3 Phases-5 sheet each phase=3 phases x 5 sheets/phase x 4 hrs/sheet=80 hrs
5.20 Temporary Traffic Control Cross Section Sheets EA 0
5.21 Temporary Traffic Control Detail Sheets Sheet 2 2 TCP General Notes
5.22 Utility Adjustment Sheets Sheet 0 0
5.23 Selective Clearing and Grubbing Sheet(s) Sheet 0 0
524 Project Network Control Sheet(s) Sheet 0 1 0
5.25 Environmental Detail Sheets Sheet 0 0 0
5.26 Utility Verification Sheet(s)(SUE Data) Sheet 0 4 0
Roadway Plans Technical Subtotal 118
5.27 Quality Assurance/Quality Control LS % 5% 6
5.28 Supervision LS % 5% 6
5.Roadway Plans Total 130
•
•
•
•
2017_05_25_IndianCreek Fee_P1_Supplemental_InterimSouth_FeeProposal REI
5.Roadway Plans Page 10 0116 5/26/2017
Project Activity 19:Signing and Pavement Marking Analysis
Estimator:CR Indian Creek Dr from 25 St to 26 St&Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/ Total
No. Task Units Units Units Hours Comments
19.1 Traffic Data Analysis LS 1 0
19.2 No Passing Zone Study LS 1 0
19.3 Reference and Master Design File LS 1 22 22 Update signing and pavement markings file to final reconstruction.Includes new overhead sign layout
19.4 Multi-Post Sign Support Calculations EA 1 0 0
19.5 Sign Panel Design Analysis EA 1 4 4
19.6 Sign Lighting/Electrical Calculations EA 1 0
19.7 Quantities LS 1 4 4 New quantity take off
19.8 Cost Estimate LS 1 0
19.9 Technical Special Provisions LS 1 0
19.10 Other Signing and Pavement Marking LS 1 0
Signing and Pavement Marking Analysis Technical Subtotal 30
19.11 Field Reviews LS 1 0 0
19.12 Technical Meetings LS 1 0 0 Meetings are listed below
19.13 Quality Assurance/Quality Control LS % 5% 2
19.14 Independent Peer Review LS % 0% 0
19.15 Supervision LS % 5 2
Signing and Pavement Marking Analysis Nontechnical Subtotal 4
19.16 Coordination LS % 2% 1
• 19.Signing and Pavement Marking Analysis Total 35
2017_OO_25_IndianCreek_Fee_P1_Supplemental InterimSouth_FeeProposal REI
19.Signing 8 Marking Analysis Page 11 of to 5262017
Project Activity 19:Signing and Pavement Marking Analysis
Task No.of Hours/ Total
No. Task Units Units Units Hours Comments
Technical Meetings Units No of Units Hours/Unit Total PM Attendance at Meeting Required? Number
Hours
Sign Panel Design EA I 0 0 no 0
Queue Length Analysis EA 0 0 0 0
Local Governments(cities,counties) EA 0 0 0 0
Other Meetings EA 0 0 0 0
Subtotal Technical Meetings0 Subtotal Project Manager Meetings 0
Progress Meetings(if required by FDOT) EA 0 0 0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 00 0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 0 Total Project Manager Meetings(carries to Tab 3) 0
2017 05_25_IndianCreek_Fee_P1 Supplemental InterimSouth_FeeProposal_REI
19.Signing&Marking Analysis Page 12 of 16 5262017
Project Activity 20:Signing and Pavement Marking Plans
Estimator: Indian Creek Dr from 25 St to 26 St 8 Collins Ave-Intenm Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature I Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per Distract preference
Task
Task Scale Units No of Units Hours/Unit Sheets Total Hours Comments
20.1 Key Sheet Sheet 1 0 0 0
20.2 Summary of Pay Items Including TRNS-Port Input LS 1 0 0
20.3 Tabulation of Quantiles Sheet 1 4 1 4 Update quantities
20.4 General Notes/Pay Item Notes Sheet I 0 1 0
20.5 Project Layout Sheet 0 0 0 0
' 20.6 Plan Sheet Sheet 3 4 3 12 New plan sheets to updated project limits due to change in scope to full recosntructon
20.7 Typical Details EA a 0 0
20.8 Guide Sign Worksheet/sl EA r 2 1 2
20.9 Traffic Monitoring Site EA 0 0 0
20.10 Cross Sections EA 3 0 0
'20.11 Special Service Point Details EA 0 0 0
20.12 Special Details LS 0 0 0
20.13 Interim Standards LS 0 0 0
Signing and Pavement Marking Plans Technical Subtotal 6 18
20.14 Quality Assurance/Quality Control LS % 5% 1
20.15 Supervision LS % 5% 1
20.Signing and Pavement Marking Plans Total 6 20
2017 05_25_IndianCreek_Fee_P1_Supplemental_IntenmSouth Fee Proposal_R El
8
20.Signing Marking Plans Page 13 of 16 6r26/2a17
Project Activity 21:Sianalization Analysis
Estimator Indian Creek Dr from 25 St to 26 St&Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task No.of Hours/
No. Task Units Units Units Total Hours Comments
21.1 Traffic Data Collection LS 1 0
21.2 Traffic Data Analysis PI 0 0
21.3 Signal Warrant Study LS 1 0
21.4 System Timings LS1 0
21.5 Reference and Master Signalization Design File PI I 40 40 Mid range-redisign 1 signalized intersection at Collins Avenue and 26 Street to final grade(full roadway
reconstruciton).Includes brand new intersection.
21.6 Reference and Master Interconnect Communication LS 1 0
Design File
21.7 Overhead Street Name Sign Design EA 2 2 4
21.8 Pole Elevation Analysis LS 1 2 2
21.9 Traffic Signal Operation Report LS 1 0
21.10 Quantities LS1 4 4 Low range-1 signalized intersection at Collins Avenue and 26 Street
21.11 Cost Estimate LS 1 0
21.12 Technical Special Provisions LS 1 0
21.13 Other Signalization Analysis LS1 0
Signalization Analysis Technical Subtotal 50
21.14 Field Reviews LS 1 0 0
21.15 Technical Meetings LS1 0 0 Meetings are listed below;Miami Dade County Signals
21.16 Quality Assurance/Quality Control LS % 5% 3
21.17 Independent Peer Review LS % 0% 0
21.18 Supervision LS % 5% 3
Signalization Analysis Nontechnical Subtotal 6
2017_05_25_1 ndianCreek_Fee_P1_Supplemental_I nten m South_FeeProposal_R EI
21.Signalization Analysis Page 14 of 16 5262017
rw
Protect Activity 21:Signalization Analysis
21.19 Coordination LS 1
21.Signalization Analysis Total 57
Technical Meetings Units No of Units Hours/Unit Total Hours PM Attendance at Meeting Required? Number
FOOT Traffic Operations EA 0
FDOT Traffic Design EA 00 0
Power Company(service point coordination) EA 00 0
Maintaining Agency(cities,counties) EA 00 0
Railroads EA 00 0
Other Meetings EA 0
Subtotal Technical Meetings0 Subtotal Project Manager Meetings o
Progress Meetings(it required by FDOT) EA0 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA0 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings0 Total Project Manager Meetings(carries to Tab 3) 0
2017_05_25_1 ndianC reek_Fee_P 1_Supplemental_I nteri mSouth_FeeProposal_REI
21.Signalization Analysis Page 15 of 16
Project Activity 22:Sienalization Plans
Estimator: Indian Creek Dr from 25 St to 26 St 8 Collins Ave-Interim Phase I-Supplemental 1
429228-2-58-01
Representing Print Name Signature/Date
City of Miami Beach
Consultant Name
NOTE:Signature Block is optional,per District preference
Task
Task Scale Units No of Units Hours/Unit Total Hours Comments
22.1 Key Sheet Sheet 1 0 1 0
22 2 Summary of Pay horns Including Designer Interface Sheet 0 0 0 0
(TRNS•Port)Input
223 Tabulation of Quantities Sheet 1 4 1 4
224 General Notes/Pay Item Notes Sheet 1 0 1 0
22.5 Plan Sheet Sheet 4 1 4 Low range-1 signalized intersection at Collins Avenue and 26 Street
226 Interconnect Plans Sheet 3 3 0 0
227 Traffic Monitoring Site EA 0 0 0
22.8 Guide Sign Worksheet EA 1 3 1 3
22.9 Special Details Sheet 0 0 0 0
22.10 Special Service Point Details EA 0 0 0
22.11 Mast Arm/Monotube Tabulation Sheet PI 0 0 0
22.12 Strain Pole Schedule PI 0 0 0
22.13 TCP Signal(Temporary) EA 0 0 0
22.14 Temporary Selectee Sheet PI 0 0 0
22.15 Utility Conflict Sheet Sheet 0 0 0 0
22.16 Interim Standards LS 1 0 0
Signalization Plans Technical Subtotal 5 11
2217 Quality Assurance/Quality Control LS % 5% 1
22.18 Supervision LS % 5% 1
22.Signalization Plans Total 5 13
2017 05_25_IndunCreek_Fee_P1 Supplemental_InterimSouth_FeeProposal_REI
22.Signalizaten Plans Page 16 0116 5/262017
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number'. NA Project Name. Indian Creek Drive from 26th Street to 41
FAP Number. NA Date. 05131/2017 Name of Consultant Bolton Perez 8 Associates
WORK Hours from
EMPLOYEECLASSIRCATION TOTAL
ACTIVITY sheat STAFF HOURS ON CADD
Chief Sr.Project Project Engineer Designer Intern
Staff Clam. Staff Classi- Staff Class, Staff Classi- Staff Class,Staff Classi-
i Engineer Engineer Engineer Intern fication 7 fication 8 fication 9 fication 10 !tion 11 fication 12 RANGE
Hours
u Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours PERCENT
3.Project General and Project Common Tasks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4.Roadway Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
5.Roadway Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
6a.Drainage Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
6b.Drainage Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
7.Utilities 0 0 0 0 0 0 0 0 0 0 0 0 i 0
8.Environmental Permits.Compliance 8 Clearances 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 F 0
9 Structures-Misc.Tasks.Dwgs,Non-Tech. 166 17 42 42 33 17 17 0 0 0 0 0 0 168 1 185
10.Structures-Bridge Development Report 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11.Structures-Temporary Bridge 0 0 0 0 0 0 0 0 0 0 5 0 0 0 I 0
12.Structures-Short Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
13.Structures-Medium Span Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ' 0
14.Structures-Structural Steel Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
15.Structures-Segmental Concrete Bridge 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0
16.Structures-Movable Span 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
17.Structures-Retaining Walls 472 47 118 118 94 47 47 0 0 0 0 0 0 471 I 518
18.Structures-Miscellaneous 210 21 53 53 42 21 21 0 0 0 0 0 0 211 i 232
19.Signing 8 Pavement Marking Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 0
20.Signing 8 Pavement Marking Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
21.Signal'Ization Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
22 Signal'Ization Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
23.Lighting Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
24.Lighting Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
25.Landscape Architecture Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
26.Landscape Architecture Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0
27.Survey(Field 8 Office Support) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
28.Photogrammetry 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
29.Mapping 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
30.Terrestrial Mobile LIDAR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
31.Architecture Development 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0
32 Noise Barriers Impact Design Assessment 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - 0
33.Intelligent Transportation Systems Analysis 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
34.Intelligent Transportation Systems Plans 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 0
35.Geotechnical 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
TOTALS 848 85 213 213 169 85 85 0 0 0 0 0 0 850 I 935
•
•PkwaK owpwKa_r sfswsr_I-raanenI
YlYrsw�x-Rn Pow ARIZ
dsrlx MlY
field Survey Estimate:
Notes: 0 4-man crew days FIRM TOTAL 555 i 935
I.This worksheet provides the tlistribt6on of a fj921jq(gl staff hours for a project
2.Percentages for staff hour distribution by classification are entered below in rows W to 56 of[Ns sheet.
J.Total Staff Hours(column 0)may not match staff hours from Summary worksheet(column B)due to rounding.Staff hours calculated for employee classifications are to be adjusted so totals in columna 8 ark O math.
4 Formulas under Total Staff Fours Range(columna O&P)may be adjusted to provide desired range.
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number'. NA Project Name Indian Creek Drive from 261h Street to 41
FAP Number'. NA Date. 05/312017 Name of Consultant: Bolton Perez&Associates
Staff Hour Distribution Percentages-Firm Total
Hours from
s+ma7 Chief Sr.Project Project Em
p glnennng StafftctionGlassi-Staffeatieo 8F Staff 1.60,r 9 Staff Ioban 10 kationtaff 11 baton 12-
mTdal Engineer Engineer Engineer Engineer Designer Intern fication 7 fiwtbn 8 fiwtion 9 Scotian 10 firafpn 11 ficalbn 12 Total
3.Project General and Project Common Tasks Pr0 00% 00% 0.0% 00% 00% 00% 00% 0.0% 00% 00% 00% 0.00%
4.Roadway Analysis 0 00% 00% 00% 0.0% 0 o% 00% 0 0"6 0 0% 0 0% 00% 0 0% 000%
5.Roadway Plans 0 0.0% 00% 0.0% , 00% 0.0° 00% .._ -)% • 00% 0.0% 000%
6.Drainage Analysis 0 00% 00% 00% 00% 00' 00% J.0% 0.0% 00% 0.00%
65 Drainage Plans 0 0.0% 0.0% 0.0"<: 00% 0.0% 0: 0.0% 0.0% 00% 000%
7.Utilities 0 00% 0.0% 0.0°ti, _.,, 00% __ 00% 0 0.0% 0.0% 00% 0.00%
8.Environmental Permits,Compliance&Clearances 0 0.0% 00% 00% 00% 0.0% 0.0% 00% 0.0% 0.0% 00% 00% 0.00%
9.Structures-Misc.Tasks,Dwga,Non-Tech. 166 10.0% 25.0% 25.0% 200% 10.0% 10.0% 0 0% 0.0% 0.0% 00% 00% 100 00%
10.Structures-Bridge Development Report 0 0.0% 00% 00% 0.0% 0.0% 00% 0 0% 00% 0.0% 0 0% 00% 000%
11.Structures-Temporary Bridge 0 00% 00% 00% 00% 0,' 00°r, 00% 0.0% ii,0% 0.0% 0.00%
12.Structures-Short Span Concrete Bhdge 0 00% 0.0% 00% 0 0% 0 0 0'- , 0.0% 0.0% J 0% 00% 0.00%
13.Structures-Medium Span Concrete Bridge 0 00% 00% 00% 0.0% .. 00% 0.0% 0.0% _ 0.0% 00% 0.00%
14.Structures-Structural Steel Bridge 0 0.0% 00% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
15.Structures-Segmental Concrete Bridge 0 0.0% 00% 0.0% 0.0% J 0".t 00% 00% 0.0% 0.0% 0.0% 000%
16.Structures-Movable Span 0 00% 00% 0.0% 00% 0. 0.0% 0.0% 00% 0.0r= 0.0% 00% 0.00%
17.Structures-Retaining Walls 472 100% 25.0% 250% 20.0% 10.:'.• 100% 00% 0.0% 0.0% 00% 00% 100.00%
18.Structures-Miscellaneous 210 10.0% 25.0% 25.0% 200% 100% 100% 0.0% 0.0% 0.0% 0.0% 0.0% 100.00%
19.Signing&Pavement Marking Analysis 0 0.0% 0.0% 00% 0.0% 05% 00% 00% 0.0% 00% 5.0% 00% 0.00%
20 Signing&Pavement Marking Plans 0 0.0% 05% 00% 00% 00% 00% 00% 0.0% - 00% 00% 0.0% 0.W%
21.Signalaation Analysis 0 00% 00% 0.0% 00% 00% 00% 0.0% 00% 00% 00% 0.0% 000%
22.Signaleation Plans 0 00% 00% 0.0% 00% 0.0% 0.0% 00% 0.0% 00% 0.0% 0.0% 0.00%
23 Lighting Analysis 0 0.0% 00% t 00% 0.0% 0.0% 0.0% 0.0% 0.0% 00% 00% 000%
24.Lighting Plans 0 0.0% 00% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 00% 00% 000%
25.Landscape Architecture Analysis 0 0.0% 00% 0 0% 0.0% 0.0% 0.0% 0.0% 00% _ 0.0% 0.0% 0.00%
26.Landscape Architecture Plans 0 0.0% 00% • 00% 00% 0.0% 0.0% 00% 00% 00% 000%
27.Survey(Field&Office Support) 0 00% 00% 0.5% 00% 0.0% 0.5% 0.0% _ 0.0% 00% 000%
28.Phologrammetry 0 0.0% 00% 0.0% 0.0% 0.0% 00% 0.0% 0.0% 0.0% 000%
29.Mapping 0 00% 0.0% 0.0% 00% 00% 00% 0.0% -_, 00% 0.0% 0.00%
30 Terrestrial Mobile LiDAR 0 00% 00% 0.0% 00% 0.0% 0.0% 0.0% 00% 0.0% 00% 00% 0.00%
31.Architecture Development 0 0.0% 00% 00% 0.0% 00% 0.0% 00% 00% 00% 00% 00% 000%
32.Noise Barters Impact Design Assessment 0 00% 00% 0.0% 30% 00% 0.0% 00% 0.0% 0.0% 0.0% 00% 0.00%
33.Intelligent Transportation Systems Analysis 0 00% 00% 00% 00% 0.0% 00% 0.5% 00% 00% 00% 000%
34.Intelligent Transportation Systems Plans 0 00% 0.5% 0.0% _... _ 00% 0.0% 00% 05% 00% 0.0% 0.0% 0.00%
35.Geotechnical 0 0.0% 00% 0.0% 00% .,. 00% 0.0% 00% 0.0% 0.0% 0.0% 0.0% 000%
....1 wau...._wn+.....,...anm
.10.11••••••••,... N.•4•112 06•1•1117carr
Name of Consultant Project Information Sheet
Financial Project Identification Number 438228-1-32-01 Federal Aid Project Identification Number:
Name of Prime/Subconsultant TRACE Consultants,Inc. County:'
Project Description:SR A1A/Indian Creek from 26 Street to 41 Street
Begin Milepost End Milepost Project Length: 0.9 Miles(including transition to existing)
Number of Lanes: 2 Typical Section: Urban (Urban/Rural/Int.) Lane Configuration:Dic:ded (Divided/Undivided:
Project Type: (Minor/Major) Access Management Classification: Roadway Classification:NHS (NHS/RHS/Off Sys)
CAP Leval: TCP Level: Survey Level:
Design Variations:I. Design Exceptions:1.
2. 2.
3. 3.
4. 4.
5. 5.
Proposed Design Contract Time: monmsrdays Date of Negotiation:
Estimated By: Negotiated By:(name-firm)
Project Activity:
Consultant FOOT Consultant FOOT
3.Project Common 8 Project General Tasks
4.Roadway Analysis .r
5.Roadway Plans s firm r or&office _e
6a.Drainage Analysis -&firm ,.me&office 0.0
6b.Drainage Plans mmer^arne&firm e 3 office =. tmef name S office
7.Utilities Enter name&firm rfice Enter Enter name&office
8.Environmental Permits Enter name&firm ,e Enter - Enter name&office
9.Structures Summary -rater name&firm Enter name 3:rm Enter name 5 iffice
10.Structures-Bride Development Report ._r name&firm Enter name&firm Enter narn. ;'Tce
11-Structures-Temporary Bridge came 8 firm =-S office Enter name&firm Enterra• rffice
12.Structures-Short Span Concrete ^e 8 office Enter name 1 EMoe
-
13.Structures-Medium Span Concrete -n&office Enter name 3 P :lice
14_Structures-Structural Steel ._ -.ter name 8 firm
15.Structures-Segmental Concrete •or name&firm rice
16.Structures-Movable Span ., _._ or name S firm Moe
17 Structures-Retaining Walls re 8 office en name 8 firm fce
18.Structures-Miscellaneous _ _.. ,me&office cor name&firm t:ce
19.Signing and Pavement Marling Analysis Ente' Enter name 8 office -r name 4 - lice
20 Signing and Pavement Marking Plans Enter Enter name&office er name a _'face
21 S:gnellzaton Analysis Enter Enter name&office _r r name 8'c': En.e,F,... Toe
22.Signalizaton Plans Enter Enter name&office Enter nacre 8 firm Enter nun
23 Lighting Analysis Enter n,.. , Enter name&office Enter name&firm Enter nen. 'Ir.
24.Lighting Plans Enter name 3 firm Enter name&office Enter ria--e&firm Enter nam
25.Landscape Architecture Analysis Enter name&firm Enter name&office Ente' -&firm Enter nan- .ice
26.Landscape Architecture Plans Enter name 3 fir: Enter name&office - -4 firm Enter nan
27.Survey Enter name&office -3 firm Enter non
28.Photogrammetry Enter name&office .0 8 firm Enter nan-.
M.Mapping Enter name 8 office r lame 8firm Enter nor,
30.Terrestrial Mobile LiDAR 3 firm Enter name&office -cm name&fine Enter nan
31.Architecture Development -I firm Enter name 8 office - ante&firm Enter name S office
32.Noise Banters Impact Design Assessment 8 firm Enter name&office 'e S firm Enter name&office
33.Intelligent Transportation Systems Analysis _ -.&firm Enter name&office , e&firm Enter name&office
34.Intelligent Transportation Systems Plans Ente. -:3 firm Enter name 8 office -.name 8 firm Enter name&office
35.Geotechnical Enter -4 firm Enter name 8 office or name&firm Enter name&office
Pee Estimate Lighting-Indian Creek
Project Information Page 1 of 8 2!72017
Project Staff Hour Summary
Name of Consultant: TRACE Consultants,Inc. SR A1A/Indian Creek front 26 Street to 41 Street
439228-1-32-01
Project Staff Hours
Activity Activity TRACE Sub I Sub 2 Sub 3 Sub 4 Sub S Sub 6 Sub 7 Sub 8 Sub 9 Sub 10 Sub it Sub 12 Total Hours
No. Consultants
3 Project Common and General Tasks 0
4 Roadway Analysis 0
5 Roadway Plans 0
6a Drainage Analysis 0
6b Drainage Plans 0
7 Utilities 0
8 Env.Permits,Compliance&Clearances 0
9 Structures-Summary,Misc.Tasks,Dwgs. 0
10 BDR
0
11 Temporary Bridge 0
12 Short Span Concrete Bridge 0
13 Medium Span Concrete Bridge 0
14 Structural Steel Bridge 0
15 Segmental Concrete Bridge 0
16 Movable Span 0
17 Retaining Walls
0
18 Miscellaneous Structures 0
19 Signing&Pavement Marking Analysis 0
20 Signing&Pavement Marking Plans 0
21 Signalization Analysis 0
22 Signalization Plans 0
23 Lighting Analysis 689 689
24 Lighting Plans 131 131
25 Landscape Architecture Analysis 0
26 Landscape Architecture Plans 0
27 Survey-Field and Office Support 0
28 Photogrammetry 0
29 Mapping 0
30 Terrestrial Mobile LiDAR 0
31 Architecture Development
0
32 Noise Barriers Impact Design Assessment 0
33 ITS Analysis
0
34 ITS Plans
0
35 Geotechnical
0
Project Total 820 0 0 0 0 0 0 0 0 0 0 0 0 820
27 (Survey Field Crew Days 0
Notes: 1.Staff hours for prime consultant come directly from each discipline's worksheet.
2 Staff hours for subconsultants are to be entered manually Into columns D through O.
3.For workbooks prepared by subconsultants,their project hours will be totaled in column C.
Fee Estimate Lighting-Indian Creek
Summary Page 2 of 2/72017
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number 439228-1-32-01 Project Name: SR A1A/Indian Creek from 26 Street to
FAP Number: Date. 2/7/2017 Name of Consultant:TRACE Consultants,Inc.
Hours from
WORK .yymmery aMFLOYEe CLAsstnoahlOK TOTAL
ACTIVITY avow STAFF HOURS ON CADS
Project Senior Project EngiEngineering Staff Clam-Staff Classi- Staff Classi- Staff Classi- Staff Classi- Staff Classi- StaffClassl-
Non rowneer Manager Engineer Engineer Intern fication 6 fication 7 fication 8 fication 9 fication 10 fication 11 fication 12 RANGE
Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours Hours PERCENT
C Project General and Project Common Tasks
4.Roadway Analysis I
5.Roadway Plans
6a.Drainage Analysis
6b.Drainage Plans
r
7 Utilities
8.Environmental Permits.Compliance 8 Clearances
9.Structures-Misc.Tasks.Dwgs.Non-Tech.
10.Structures-Bridge Development Report
11.Structures-Temporary Bridge
12.Structures-Short Span Concrete Bridge
13.Structures-Medium Span Concrete Bridge
14.Structures-Structural Steel Bridge
15.Structures-Segmental Concrete Bridge
16.Structures-Movable Span
17.Structures-Retaining Walls
18.Structures-Miscellaneous
19.Signing 8 Pavement Marking Analysis
20.Signing 8 Pavement Marking Plans
21.Signalealion Analysis .
22.Signaleation Plans
23.Lighting Analysis 689 103 172 172 138 103 688 ' 757
24.Lighting Plans 131 20 33 33 26 20 132 145
25 Landscape Architecture Analysis
26.Landscape Architecture Plans
27.Survey(Field 8 Office Support)
28.Phologrammetry
29.Mapping
30.Terrestnal Mobile LiDAR
31.Architecture Development
32.Noise Barriers Impact Design Assessment
33.Intelligent Transportation Systems Analysis
34.Intelligent Transportation Systems Plans
35.Geotechnical
TOTALS 820 123 205 205 164 123 820 i 902
field Surrey Estimate:
mss' 4-man crew days FIRM TOTAL 820 902
I.TN,worksheet provides the diMrlbuSon or arbor's trial stall hours fora project.
2.Percentages for staff hour distribution by classificaton are entered below in rows 63 to 96 orths sheet
3.Total Staff Hours(column O)may not match staff hours from Summary worksheet(column B)due to rounding.Staff hours calculated for employee cbssRicancns are to be adjusted so totals in columns B and O match.
4.Formulas under lotel Staff Hours Range-(columns O 8 P)may be adjusted to provide desired range• .
•
•
•
M.1..Y4ws-W.Cr*
81.4oaMr.-1eu1 Pap). WM?RV 1.1
ESTIMATE OF WORK EFFORT FOR TECHNICAL PROPOSALS-FIRM TOTAL
Financial Project Number. 439226-1-32-01 Project Name SR A1A/Indian Creek from 26 Street to
FAP Number: Date' 2/7/2017 Name of Consultant'.TRACE Consultants,Inc.
Staff Hour Distribution Percentages-Firm Total zu
uourstrow
wen"Soman^ Project Senior Project Engineering nng St Staff Cffis7- Staff Staff ClassStaff Cla1-Staff Class,- -
rrm Taal Manager Engineer Engineer Engineer Intern ficarron 6 fcacbn 7 ficatsbn 8 Station 9 fatbn 10fioation 11 fication 12Total
3.Project General and Project Common Tasks
4.Roadway Paralysis
5.Roadway Plans
Sa.Drainage Analysis
Bob.Drainage Plans
7.Utilities
8.Environmental Permits,Compliance&Clearances
9.Structures-Misc.Tasks,Des,Non-Tech.
10.Structures-Bridge Development Report
11.Structures-Temporary Bridge
12.Structures-Short Span Concrete Bridge
13.Structures-Medium Span Concrete Budge
14.Structures-Structural Steel Bridge -
15.Structures-Segmental Concrete Bridge
16.Structures-Movable Span
17.Structures-Retaining Walls
18.Structures-Miscellaneous -
19.Signing&Pavement Marking Analysis
20.Signing&Pavement Marking Plans -
21.Signalizalion Analysis
22.Signalnation Plans
23.Lighting Analysis 699 15.0% 250% 25.0% 20.0% 15.0% 10000%
24.Lighting Plans 131 150% 25.0% 25.0% 20.0% 150% 10000%
25.Landscape Architecture Analysis
26.Landscape Architecture Plans
27.Survey(Field&Office Support)
28.Photogrammetry
29.Mapping
{ 30.Terrestrial Mobile LiDAR
31.Architecture Development
32.Noise Barriers Impact Design Assessment
33.Intelligent Transportation Systems Analysis
34.Intelligent Transportation Systems Plans
35.Geotechnical
un
suns.,. ..su
ss Peoea de 2/1/2011 5.11 w
ESTIMATE OF WORK EFFORT AND COST-PRIME CONSULTANT
Name of Project: SR At A/Indian Creek from 26 Street to 41 Street Consultant Name-TRACE Consultants,Me
County Miami-Dade Consultant No.: nsullanls proj number
FPN: 439228-1-32-01 Date. 2/7/2017
FAP No
Estimator FP
arnce
Staff Classification Total Staff project Senior Project En Engineering Staff ClaClass, Staff Class, Staff Clasen Staff Classi- Solt Class, Staff Classi- Staff Class, So Salcey Average
“burs From Manager Engineer Engineer r Intern fication a ficaticn 7 fication B fication 9 fiction 10 ficetion 11 fication 12
"SII Sunmary By Dost By Rate Per
-Finn' 58000 48000 544Oa 5.1434 52900 Activity Activity Task
3.Protect General and Protect Common Tasks 90 V/0'
4.Roadway Analyse 905/0'
5.Roadway Plans 900/0'
6a.Drainage Analysis
905/01
6b.Drainage Plans 905/01
7.LEIges 905/01.
8.Environmental Permits.Compliance 8 Clearances 9DI0/0'
9.Structures-Misc.Tasks.Dogs.Non-Tech. 9010/0'
10.Structures-Bridge Development Report 900/0'
11.Structures-Temporary Bridge 900/0'
12.Structures-Short Span Concrete Bridge 900/0'
13.Structures-Medium Span Concrete Brags 900/0'
14.Structures-Structural Steel Bridge 905/0
15.Structures•Segmental Concrete Bridge 905/0'.
16.Structures-Movable Span 900/0'.
IT Structures-Retaining Walk 900/0'
18.Structures-Miscellaneous
905/0'
19.Signing 8 Pavement Marking Analysis 905/01
20.Signing g Pavement Markng Plans 900/0'
21.Signalaation Analyse
i00/0'
22 Signalaaoon Plans 900/0'
23.Lighting Analysis 689 103 172 172 138 103 668 137.308 $54.23
24 Lighting Plans 131 20 33 33 26 20 132 $7,187 $5430
25 Landscape Architecture Analyss 905/0'.
28.Landscape Archiecture Plans pp0/0.
2T Survey(Feld 8 Office Support) M0V/0.
28.Phoogrananahy 90V/0'
29.Mapping
900/0
30.Terrestrial Mobilo LiDAR 905/0
31.Arch tadure development #05/0•
32.Noise Bamers Impact Design Assessment 900/01
33.Intelligent Transportation Systems Analyse
t0/0'
b.Intelligent Transportation Systems Plans
9050/0'.
35.Geotechnical 905/0'
Total Staff lours 820 123 205 205 164 123 820
Total Staff Cost 19.84000 016,400.00 59036.40 $563176 13.667 00
144,475.16 86430
Check= 144,475.16
Survey Feld Days by Subconsultant SALARY RELATED COSTS $44,475.16
4-Person Cr. OVERHEAD: 121 32% 153,957 26
OPERATING MARGIN: 44 5% 519.791 45
Notes: FCCM(Faciies Capital Cost Money)' 0.169% S.06
1.The sheet to be used by Prime Consultant to calculate the Grand Total fee. EXPENSES:
raw
2 Manually enter face from each subconsultart.Unused subconsuffant rows may be hidden. Survey(Field-ff by Prime) days® $ - /day
SUBTOTAL ESTIMATED FEE: 1118,307.93
Subconsuldnt'.Sub
SUBTOTAL ESTIMATED FEE: 8118,307.93
Geotedhnioal Field and Lab Testing
SUBTOTAL ESTIMATED FEE: 1118,307.93
Optional Services
GRAND TOTAL ESTIMATED FEE: 1118,307.93
Fee Est.,LpMing•Indian Creek
Fee greet-TRACE oage 8.5 X721117 527 PM
Project Activity 23:Liahtina Analysis
Estimator:FP SR A1A/Indian Creek from 26 Street to 41 Street
439228-1-32-01
Representing Print Name Signature/Date
FOOT District
TRACE Consultants,Inc.
NOTE:Signature Block is optional,per District preference
TNdsk Task Units No.of Units Units) Total Hours Comments
23.1 Lighting Justification Report LS 1 0 0 N/A
23.2 Lighting Design Analysis Report LS1 80 80
23.3 Aeronautical Evaluation LS 1 0 0 N/A.Assume not needed
23.4 Voltage Drop Calculations LS1 30 30 Multiple cicuits
23.5 FDEP Coordination and Report LS1 0 0
23.6 Reference and Master Design Files LS 1 186 186 60 hours for setup and 140 hours per mile. 16 different analysis zones:4 signalized intersections and 4 additional
midblock crossings.(0.9 mi.z 140 hrs/mi.=126 hours+60 hours=186 hrs.)
23.7 Temporary Lighting LS1 40 40 For developing temporary lighting treatment and details
23.8 Design Documentation LS 1 16 16
23.9 Quantities LS1 27 27 9 sheets @ 3 hours each=27
23.10 Cost Estimate LS 1 8 8
23.11 Technical Special Provisions LS 1 0 0
23.12 Other Lighting Analysis LS 1 152 152 Post design services:80 hours for field reviews and construction meetings,32 hours for shop drawings 8 40 hours
for plan revisions
Lighting Analysis Technical Subtota 539
23.13 Field Reviews LS1 30 30 2 person/trip c 5 hrs/person o 3 trips=30 hours
23.14 Technical Meetings LS 1 52 52
23.15 Quality Assurance/Quality Control LS % 5% 27
23.16 Independent Peer Review LS % 0% 0
23.17 Supervision LS % 5% 27
Lighting Analysis Nontechnical Subtota 136
23.18 Coordination LS % _.o 14
23.Lighting Analysis Tota 689
Fee Estimate Lighting-Indian Creek
23 Lighting Analysis Page 6 of n 2/72017
Proiect Activity 23:Liehtina Analysis
Technical Meetings Units No of Units Hours/Unit Total Hours PM Attendance at Meeting Required? Number
FDOT Lighting Design EA 2 4 8
FDOT Traffic Design EA 0 0 0
Power Company(service point coordination) EA 2 4 8
Maintaining Agency(cities.counties) EA 2 4 8
Airport authority EA 0 0 0
FDEP Lighting(coast areas) EA 0 0 0 -
Other Meetings EA 3 4 12 City of Miami Beach
Subtotal Technical Meetings 36 Subtotal Project Manager Meetings 0
Progress Meetings(if required by FDOT) EA 2 4 8 PM attendance at Progress Meetings is manually entered on General Task 3 --
Phase Review Meetings EA 2 4 8 PM attendance at Phase Review Meetings is manually entered on General Task 3 --
Total Meetings 52 Total Project Manager Meetings(carries to Tab 3' 0
Fee Estimate Lighting-Indian Creek
23.Lighting Analysis Page 7 of 8 2/7/2017
24.Liahtina Plans
Estimator:FP SR A1A/Indian Creek from 26 Street to 41 Street
439228-1-32-01
Representing Print Name Signature/Date
FDOT District
TRACE Consultants,Inc.
NOTE:Signature Block is optional,per District preference
Task Task Scale Units Nu:::of Hours/Unit No.of Total Hours Comments
No. Sheets
24.1 Key Sheet Sheet 4 1 4
24 2 Summary of Pay Items Including Designer Interface Sheet 0 0 0 0
(TRNS•Port)Input
24.3 Tabulation of Quantities Sheet 2 9 2 18 12 hours for first one and 6 hours for second one
24.4 General Notes/Pay Item Notes Sheet 1 1 1 4
Project specific notes and clarification Pay Item notes
24.5 Pole Data,Legend and Criteria Sheet 1 16 1 16
24.6 Service Point Details Sheet 2 10 2 20
24.7 Project Layout Sheet 0 0 0 0 N/A
24.8 Plan Sheet Sheet 9 3 9 27
24.9 Special Details Sheet I 12 1 12
24.10 Temporary Lighting Data and Details Sheet 9 2 9 18 Based on developing required information for temporary lighting on MOT dans
24.11 Traffic Control Plan Sheets Sheet 0 0 0 0
24.12 Interim Standards LS 1 0 0
Lighting Plans Technical Subtotal 26 119
24.13 Quality Assurance/Quality Control LS % 5% 6
24.14 Supervision LS % 5% 6
24.Lighting Plans Total 26 131
Fee Estimate Lighting-Indian Creek
24 Lighting Plans Page 8 of 8 2/72017
IN WITNESS WHEREOF, the parties hereto have caused this Amendment No.1 to
be executed in their names by their duly authorized officials as of the date first set forth
above.
ATTEST: CITY OF MIAMI BE,•,g
fF,.
r/
i !i
4i (D 2-. 17 I 4'... 0' \..........0.......... /
Rafael Granado, ity Clerk 4N ,'' •.O,,\PhiIi 'Lev':/P• yor
.• '"—+ ,, 00" '•: > S f /'
i•"1
* -.INCORPORATED= *
4. 1 ,
��j ",&01 P ,4 VED AS TO
/.1 � ' �o FOR '& LANGUAGE
&FOR EXECUTION
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,,(,,,i2_()?,-1 l -Z I - (7
City Attorney 1-2_141,0 D to
ATTEST: CONSULTANT: RIBBECK ENGINEERING, INC.
0 , „, ,
,....,_ , /
A
(Signa re) i s to e
r
G.A4 CALL ()I-Wk, 811) 00/11- Car/of K114 4te i P4::-.
(Print Name and Title) fI (Print Name and Title)
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