Backup Documents 03/23/2021 Item #16A15 ORIGINAL DOCUMENTS CHECKLIST & ROUTING SLIP , A 1 5
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNATURE
Print on pink paper. Attach to original document. The completed routing slip and original documents are to be forwarded to the County Attorney Office
at the time the item is placed on the agenda. All completed routing slips and original documents must be received in the County Attorney Office no later
than Monday preceding the Board meeting.
**NEW** ROUTING SLIP
Complete routing lines#1 through#2 as appropriate for additional signatures,dates,and/or information needed. If the document is already complete with the
exception of the Chairman's signature,draw a line through routinglines#1 through#2,complete the checklist,and forward to the County Attorney Office.
Route to Addressee(s)(List in routing order) Office Initials Date
1.
2.
3. County Attorney Office County Attorney Office SRT 3/30/21
4. BCC Office Board of County PT by JH/s/ 3/30/21
Commissioners
5. Minutes and Records Clerk of Court's Office ,peUr 45—a I 3;1�
PRIMARY CONTACT INFORMATION �`
Normally the primary contact is the person who created/prepared the Executive Summary. Primary contact information is needed in the event one of the
addressees above,may need to contact staff for additional or missing information.
Name of Primary Staff Mario Puente/Engineering and Project Contact Information 239-252-2828
Contact/Department Management
Agenda Date Item was March 23,2021 Agenda Item Number 16A 15
Approved by the BCC
Type of Document Change Order No.4 to Agreement No.06-4000 Number of Original 1
Attached with Jacobs Engineering Group,Inc.,(f/k/a Documents Attached
CH2M Hill)in the amount of$499,810,for
modifications to the Vanderbilt Beach Road
Extension Project consistent with Board
approved alignment.
PO number or account N/A
number if document is
to be recorded
INSTRUCTIONS & CHECKLIST
Initial the Yes column or mark"N/A"in the Not Applicable column,whichever is Yes N/A(Not
appropriate. (Initial) Applicable)
1. Does the document require the chairman's original signature N/A
2. Does the document need to be sent to another agency for additional signatures? If yes, N/A
provide the Contact Information(Name;Agency;Address; Phone)on an attached sheet.
3. Original document has been signed/initialed for legal sufficiency. (All documents to be MP
signed by the Chairman,with the exception of most letters,must be reviewed and signed by
the Office of the County Attorney.
All handwritten strike-through and revisions have been initialed by the County Attorney's N/A
Office and all other parties except the BCC Chairman and the Clerk to the Board
5. The Chairman's signature line date has been entered as the date of BCC approval of the MP
document or the final negotiated contract date whichever is applicable.
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's MP
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip N/A
should be provided to the County Attorney Office at the time the item is input into SIRE.
Some documents are time sensitive and require forwarding to Tallahassee within a certain
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 03/23/2021 and all changes made during MP
the meeting have been incorporated in the attached document. The County Attorney's option for
Office has reviewed the changes,if applicable. 4is line.
9. Initials of attorney verifying that the attached document is the version approved by the BCC I1/A is not
all changes directed by the BCC have been made,and the document is ready for the it option for
Chairman's signature. his line.
16A15
Ann P. Jennejohn
From: Ann P. Jennejohn
Sent: Monday, April 5, 2021 3:28 PM
To: PuenteMario
Subject: Change Order#4 w/Jacobs Engineering Group (Item #16A15 3-23-21 BCC Meeting)
Attachments: Backup Documents 03_23_2021 Item #16A15.pdf
Good Afternoon Mario,
An executed copy of Item #16A15 from the
March 23, 2021 13CC Meeting is attached for
your records.
Thank you!
Ann Jennejohn
13MR Senior Deputy Clerk II
tom. Yk.kra Clerk to the Value Adjustment Board
A:r� `r•,, Office: 23 9-252-8406
Fax: 239-252-8408 (if applicable)
tt CC
Ann.Jevwtejohvt@CollierClerk.com
r` rZS' Office of the Clerk of the Circuit Court
4.�`?K n•'` & Comptroller of Collier County
3299 Tamiami Trail, Suite #401
Naples, FL 34112-5324
www.CollierClerk.com
1 6A15 •
Procurement Services
Co Ter County Change Order Form
®Contract Modification ❑Work Order Modification L_i Amendment
Contract MI 06-4000 Change if: 4 Purchase Order#: 4500184671 Project#: 60168.12
Contractor/Firm Name:I Cti2M—Jacobs Engineering i Contract/Project: Vanderbilt Beach Road Extension
Project Manager Name: Mario A. Puente, PE-CGC Division Name: GMD• Transportation Engineering.
Original Contract/Work Order Amount $ 3,901,850.00 12/12/17#11D Original BCC Approval Date; Agenda Item#
Current BCC Approved Amount $ 4,787,195.00' 12/10/19 16A4 Last BCC Approval Date; Agenda Rem#
Current Contract/Work Order Amount $ 4,787,195.00 1/21/2023 SAP Contract Expiration Date(Master)
Dollar Amount of this Change $ 499,810.00 35.50% Total Change from Original Amount
Revised Contract/Work Order Total $ 5,287,005.00 10.44% Change from Current BCC Approved Amount
Cumulative Changes $ 1,385,155.00 10.44% Change from Current Amount
1 Completion Date,Description of the Task(s)Change,and Rationale for the Change
Notice to Proceed 1/22/18 Original [ 1/21/23 Last Approved rN/Au Revised Date N/A
Date Completion Date Date (Includes this change)
#of Days Added f 0 Select Tasks ®Add new task(s) ❑ Delete task(s) M Change task(s) ❑Other(see
below)
Provide a response to the following: 1.)detailed and specific explanation/rationale of the requested change(s)to the task(s)and I or
the additional days added(If requested); 2.)why this change was not included in the original contract;and,3.) describe the impact
if this change is not processed. Attach additional information from the Design Professional and/or Contractor if needed.
1. Based on County plan reviews, changes to State regulatory agencies' requirements and additional infrastructure
requirements, the following changes to the design scope are needed:
TASK 1: Lane Configuration and Typical Section Modifications ($181,680.00): These changes include a 6-lane
roadway vs. 4-lane roadway from Collier Boulevard to Wilson Boulevard (approx. 5 miles), lengthening existing and
proposed turn lanes and typical section revisions to provide raised/curbed medians, 11-foot lanes and 7-foot bike lanes.
The original RFP (Request for Proposal)in 2006 was based on a 6-lane roadway. Due to financial restrictions some
areas were scaled down to 4 lanes in Amendment No. 1 to the contract(which happened before Surtax funds were
dedicated to this Project). Due to available funds and traffic needs, the roadway design is going back to 6 lanes.
TASK 2: SFWMD Boat Ramps Design/Permitting ($112,020.00): Required by SFWMD as a condition of permit
approval.
TASK 3: Traffic Signal Design: 8th Street NE and 16th Street NE($59,800.00): Evaluation of existing and future traffic
demands determined that a signalized intersection should be constructed as opposed to a"Stop Sign" or"Roundabout"
condition.
TASK 4: Phase II Environmental Survey: Florida Bonneted Bat ($48,040.00): Required by the US Fish and Wildlife
as part of the Army Corps of Engineers(ACOE) Permit Review Process.
TASK 5: FDEP Permit Process (State 404 Program, $32,740.00). ACOE transferred the pending VBRX 404 Permit
Application to the Florida Department of Environmental Protection(FDEP)for processing.This legislative change requires
additional consultation and possible resubmittal of the permit application.
TASK 6: Muck Probes and SPT for existing Cypress Canal ($16,920.00). Based on plan review process, it was
determined that the 2-mile relocation of the Cypress Canal will require additional geotechnlcal Investigation in the area of
the existing canal to determine if portions of the material within the existing Cypress Canal will need to be removed as
"unsuitable"before the permanent roadway can he built upon it.
Revised:10/20/2014 (Divisions who may require additional signatures may Include on separate sheet.) PROCUREMENT USE ONLY
A,ImIn liP? KO ES
16A15' I
TASK 7: Signal Interconnect Plans($31,570.00).As a result of Task 3, it was determined that a Signal Interconnect
System is needed along VBRX to provide coordination between existing and proposed"future" signals along the new
VBRX corridor.
TASK B:St.Agnes Church"Egress"Design($17,040.00). Church staff expressed their concerns regarding median
modifications that would limit movements at their main"egress"location.To minimize impacts and to avoid a potentially
very costly condemnation of needed property for the Project from the Chruch, the County is proposing an additional
egress driveway to the east of the existing parking lot. This work will be completed to compensate for the required
righ-of-way. This compromise will save the County an otherwise costly litigation.
2. The scope described above was not included in the original contract as it only surfaced as the Project design efforts
continued, plan reviews were completed and public input was taken into consideration, in addition to new requirements
from State regulatory agencies.
3. Not processing these changes will generate additional costs due to future construction cost escalation, throw-away of
redundant infrastructure, and disruption of the traveling public. Not processing these changes will also not resolve the
very costly condemnation of property from St. Agnes Church and interrupt the ongoing permitting process.
Prepared by : • Date
Mario A. Puente, PE-CGC—GMD Transportation Engineering •
Acceptance of this Change Order shall constitute a modification to contract/work order Identified above and will be subject to all the same
terms and conditions as contained in the contract/work order indicated above, as fully as if the same were stated In this acceptance. The
adjustment,if any,to the Contract shall constitute a full and final settlement of any and all claims of the Contractor/Vendor/Consultant/
Design Professional arising out of or related to the change set forth herein,Including claims for impact and delay costs.
02/19/2021
Accepted by: Date:
John Maxfield, P.E.-MOP,Jacobs Engineering,
•
Approved by: • Date: " :0?.? .2
lay Ahmad, PE--Division Director
Approved by: I t Date: p�
Thaddeus Cohen—Department Head
B i g e l o w Ca+h e r i n e Digitally signed by BigelowCatherine
Approved by: l Date:2021.02.23 14:53:54-05'00' Date:
Procurement Professional
Revised: 10/28/2014 (Divisions who may require additional signatures may include on separate sheet.) PROCUREMENT USE ONLY
AJmin RnC eCC ES
16A15 •
ATTEST: , BOARD COUNTY COMMISSIONERS
Crystalq<crkin1:1051Clerk of Courts COLLIE C TY, FLORID
& C;c%mptroller •
famr..;-. By:
Att. ta��!!R 1' C'" • Penny Ta or,Chairperson
Df •d: 11y yy_.
/• ti\
App ove as to orm •' d l: lity:
L___By:_ V
ty ounty Attorney
Seer �‘�
Scott R. Teach
Item*
Dto da 3'n-ai
Date
Reed
Deputy Cterf
16A15 .
CH2M
5801 Pelican Bay Boulevard
di 24440
Suite 505
Naples,FL 34108
Telephone: 239-596-1715
Fax:239-596-2579
ATTACHMENT A
SCOPE OF SERVICES for
Change Order No.4
To
Professional Services Agreement: #06-4000—Amendment No. 1
"Professional Design and Related Services for the Vanderbilt Beach Road Extension
from Collier Boulevard to 16th Street N.E."
Project No. 60168
February 18, 2021
PART 1:OVERVIEW
The CONSULTANT has been requested and retained to provide additional engineering
services associated with Collier County Project No. 60168, Vanderbilt Beach Road Extension
from Collier Boulevard to 16th Street N.E.
Change Order No. 4 is required to provide funding for the scope of work additions requested
by the Collier County Growth Management Department,Transportation Engineering Division,
required to modify the Vanderbilt Beach Road Extension (VBRX) Project to conform with the
various Typical Section modifications (6-Lane Roadway Vs. 4-Lane Roadway)reviewed and
approved by the Collier County Board of County Commissioners (BOCC)as well as some
various scope additions based on agency reviews, changing regulatory requirements and
required infrastructure improvements.
This Scope of Services includes the design, permitting and preparation of construction plans,
quantities, estimates and specifications necessary for the construction of the associated
Vanderbilt Beach Road Extension improvements.
The project, including the services added as part of this Change Order No. 4 will be compiled
as one (1)project for design, bidding and construction services.
This Change Order provides for the CONSULTANT'S services to be modified to add the
following Scope of Services to Collier County Project No. 60168.
The terms of Contract 06-4000: Amendment No. 1 will govern the work. The following
CONSULTANT Services are considered "Additional Services"to the original contract:
1 6 A 1 5
PART 2:SCOPE OF WORK
TASK 1: Lane Configuration and Typical Section Modifications
Based on County Plan Review comments, stakeholder input, and cost estimate evaluations, it was
determined that certain future modifications to the ultimate design of the Vanderbilt Beach Road
Extension project should be implemented with this project as opposed to retrofitting the
constructed plans in the future. These changes included lane additions(6-Lane Roadway Vs. 4-
Lane Roadway)from Collier Boulevard to Wilson Boulevard (Approx. 5 miles) , lengthening of
existing and proposed turn lanes and typical section revisions to provide raised/curbed medians,
11-foot lanes and 7-foot bike lanes. Proceeding with these changes prior to the completion of
Design and Construction will save the County costs in the future due to construction cost
escalation,throw-away cost of redundant infrastructure and disruption to the traveling public.
Additional Services will include the following:
• Typical Section Revisions: Revise Typical Section Sheets (2)to reflect 6-Lane Vs. 4-Lane
modifications and new configurations along various segments of roadway.
• Drainage Map Sheet Revisions: Revise Drainage Map Sheets(10)to reflect 6-Lane Vs. 4-
Lane modifications and new configurations along various segments of roadway.
• Plan and Profile Sheet Revisions: Revise Plan and Profile Sheets(39)to reflect
modifications and new configurations along various segments of roadway. Changes to
lanes,medians, land drop/add transitions, Station offset labeling. Profile will be adjusted to
reflect new Profile Grade Line (PGL) location at median edge.
• Cross Section Plan Revisions: Revise Cross Section Sheets(102)to reflect 6-Lane Vs.4-
Lane modifications and new configurations along various segments of roadway. Changes to
cross sections to convey revised lanes,medians,transitions, etc.
• Drainage Structure Sheet Plan Revisions: Revise Drainage Structure Sheets(82)Cross
Sections to reflect the news configuration of roadway based on the above changes.
• Signing and Marking Plan Revisions: Revise Signing and Marking Plans(39)and Details
to reflect modifications and new configurations along various segments of roadway.
Changes to lanes, medians, land drop/add transitions, Station offset labeling.
• Quantity and Cost Estimate Revisions: Revise Quantities and Revise/Update Cost
Estimates based on the above changes.
Services include meetings and coordination of plans and schedule.
TASK 2 - SFWMD Boat Ramp Design/Permitting(5)
Based on meetings with SFWMD regarding the relocation of the Cypress Canal, installation of
new Cypress Canal Water Control Structure(by SFWMD),and installation of three new
Bridges-Bridge No. 1 (Curry Canal Crossing), Bridge No. 2 (Corkscrew Canal Crossing) and
Bridge No. 3 (Orange Tree Canal Crossing), it was determined that Maintenance access to the
Cypress, Curry, Corkscrew and Orange Tree Canals would be impeded by the new
improvements. As a result,the SFWMD requested that five(5) Boat Ramps be installed to
16A15
allow staff routine and emergency maintenance access to the canals. County staff has requested
that CH2M (Jacobs) staff Design the following improvements.
Additional Services will include the following:
• Boat Ramp 1 Design and Permitting: The Cypress 1 Boat Ramp will be located
downstream of the new SFWMD Water Control Structure to provide access west and
south of the new structure. Boat Ramp Plans and Detail Sheets(6), Quantities and
Estimates, specific to the chosen site will be prepared along with a SFWMD ROW
Permit.
• Boat Ramp 2 Design and Permitting: The Cypress 2 Boat Ramp will be located
upstream of the new SFWMD Water Control Structure to provide access east and north
of the new structure. Boat Ramp Plans and Detail Sheets (6), Quantities and Estimates,
specific to the chosen site will be prepared along with a SFWMD ROW Permit.
• Boat Ramp 3 Design and Permitting: The Curry 1 Boat Ramp will be located north of
the new Curry Canal Bridge to provide access to the Bridge and the Curry Canal north
of the new bridge. Boat Ramp Plans and Detail Sheets (7), Quantities and Estimates,
specific to the chosen site will be prepared along with a SFWMD ROW Permit.
• Boat Ramp 4 Design and Permitting: The Corkscrew 1 Boat Ramp will be located north
of the new Corkscrew Canal Bridge to provide access to the Bridge and the Corkscrew
Canal north of the new bridge. Boat Ramp Plans and Detail Sheets (7), Quantities and
Estimates, specific to the chosen site will be prepared along with a SFWMD ROW
Permit.
• Boat Ramp 5 Design and Permitting: The Orange Tree 1 Boat Ramp will be located
north of the new Orange Tree Canal Bridge to provide access to the Bridge and the
Orange Tree Canal north of the new bridge. Boat Ramp Plans and Detail Sheets(7),
Quantities and Estimates, specific to the chosen site will be prepared along with a
SFWMD ROW Permit.
Services include Design, Survey, Geotech, Permits(5)and meetings with SFWMD staff and
coordination of plans and schedule.
Note: Services do not include Permit Fees. Permit Fees will be the responsibility of Collier
County.
TASK 3: Traffic Signal Design: 8th Street NE and 16th Street NE
Based on evaluation of existing and future traffic needs, as well as a cost analysis which
discussed present day cost verses future costs of upgrading intersections, it was determined that
a Signalized Intersection should be constructed as opposed to a"Stop Sign" or"Roundabout"
Design Intersection at these two intersections.
The existing Contract provided language regarding this potential addition.
Contract No. 06-4000, Contract Amendment No. 1, Section 2—Project Description,
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Sub-Section 2.5 states that:
"Signal:Standard Mast Arms= 4 total for Wilson Blvd. (Intersections with 8th Street
N.E. and 16th Street N.E. are anticipated to be "Roundabouts"Any additional Signal
Design will be considered Additional Services.".
Sub-Section 2.7 states that:
"This Scope of Services includes the following signalized intersections:
Vanderbilt Beach Road at Collier Boulevard(CR 951) -Modem existing signal
Vanderbilt Beach Road at Wilson Boulevard-New signal
...Signal Warrants and Signal Designs (in addition to those mentioned above) will be
considered Additional Services. "
Additional Services will include the following:
The CONSULTANT shall prepare two (2) sets signalization plans in accordance with the
FDOT Design Manual, for:
❖ Intersection of Vanderbilt Beach Road and 8th Street NE
❖ Intersection of Vanderbilt Beach Road and 16th Street NE*.
* Configuration for 16th Street NE Intersection will reflect the"future"proposed
configuration of 16th Street NE,based on configuration of recent 8th Street improvements.
Plans will be prepared for each intersection which include:
• General Notes/Pay Item Notes Revised
• Signalization Plan Sheet—(2) Sheets
• Mast Arm Tabulation Sheet-(1) Sheet
• Guide Sign Sheet—(1) Sheet
• Typical/Special Details - Revised
• Preparation of Specifications -Revised
• Tabulation of Quantity Sheet-Revised
Services include meetings with traffic operations staff and coordination of plans and schedule.
TASK 4: Phase II Environmental Survey: Florida Bonneted Bat
As part of the ACOE Permit Review Process,the US Fish and Wildlife Service requested a
Phase II Environmental Survey be performed. This was required to obtain their Biological
Opinion based on the revised Consultation Key for the Florida Bonneted Bat. Therefore, a
Phase II Environmental Survey was required to supplement the initial Environmental surveys
performed on the Project.
The existing Contract provided language regarding this potential addition.
Contract No. 06-4000, Contract Amendment No. 1, Section 2—Project Description,
Sub-Section 2.4 states that:
cAU
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"Phase II Surveys (Environmental) and Specific Species (T&E) Surveys will be
considered Additional Services.".
Additional Services will include the following(See Sub-Consultant(Johnson) Scope for
Details):
• 4.1 -Florida Bonneted Bat Acoustical Survey
• 4.2-Florida Bonneted Bat Roost Survey
• 4.3 -Florida Bonneted Bat Emergence Survey
Consultant will perform requested Phase II Surveys, coordinate with County and USFWS staff,
and prepare necessary modifications to Permit.
TASK 5: FDEP Permit Process(State 404 Program)
Construction of the Vanderbilt Beach Extension Project requires approval for Permitting
Agencies. The South Florida Water Management District(SFWMD) and the U.S. Army Corps
of Engineers (ACOE). Both Permit s have been prepared, submitted and the SFWMD Permit
has been obtained. However, on December 17, 2020, the Environmental Protection Agency
approved the State of Florida's request to assume administration of a portion of the Clean
Water Act Section 404 program.
State Assumption became effective as of December 22,2020. Therefore,the U.S.Army Corps
of Engineers(Corps)transferred the pending VBRX 404 Permit Application to the Florida
Department of Environmental Protection (FDEP) for processing.
As a result, a New Permit Application will need to be prepared and submitted to the FDEP for
Review and Approval.
Additional Services will include the following:
Consultant will perform surveys,coordinate with County, FDEP, ACOE and USFWS staff,
and prepare necessary modifications to Permit, Submit Permit, Respond to RAI's.
Note: Services do not include Permit Fees. Permit Fees will be the responsibility of Collier
County.
TASK 6: Muck Probes and SPT for existing Cypress Canal
Based on County Plan Review comments, it has been determined that the 2-mile relocation of the
Cypress Canal will require additional geotechnical investigation in the area of the existing canal to
determine if portions of the material within the existing Cypress Canal will need to be removed as
"unsuitable"prior to filling the existing canal void with suitable fill material.
Additional Services will include the following:
• Field Reviews and Coordination
• Geotechnical Investigations
• Geotechnical Report
Services include field reviews,recommendations for quantity adjustments(if necessary), meetings
and coordination of field investigations.
1 6A1 5
TASK 7: Signal Interconnect Plans
Based on County Plan Review comments, it was determined that a Signal Interconnect System
should be installed along the Vanderbilt Beach Road Extension corridor to provide coordination
between the existing,proposed and"future" Signals along the roadway from Collier Boulevard to
16th Street N.E.
The existing Contract provided language regarding this potential addition.
Contract No. 06-4000, Contract Amendment No. 1, Section 21 —Signalization Analysis,
Sub-Section 21.6 states that:
"Reference and Master Interconnect Communication Design File
There are no Signal Interconnect Plans anticipated for this project. "
Sub-Section 22.6 states that:
"There are no Signal Interconnect Plans anticipated for this project. The addition of a Signal
Interconnect System will be considered an Additional Service."
Additional Services will include the following:
The CONSULTANT shall prepare Signal Interconnect Plans for the existing, proposed and
"future" Signal infrastructure from Collier Boulevard to 16th Street N.E.
Plans will be prepared for each intersection which include:
• General Notes/Pay Item Notes—Revised
• Tabulation of Quantity Sheet—Revised
• Signal Interconnect Plan Sheets—(54) Sheets
• Typical/Special Details—(2) Sheets
• Preparation of Specifications -Revised
Services include meetings with traffic operations staff and coordination of plans and schedule.
TASK 8: St. Agnes Church "Egress" Design
Based on a review of the VBRX 60% Plan Submittal, The St.Agnes Church staff met with
County and Consultant staff to express their concerns regarding the median modifications
across from their main"egress' location. The proposed roadway improvements would
eliminate the ability for vehicles to exit the facility and cross VBRX to access Weber Street
and/or make a left turn to head eastbound on VBRX. The median was required to be modified
from an open median to a directional eastbound left turn/u-turn lane due to safety concerns of
an open median on a 6-lane facility.
To minimize the impacts to their parishioners and provide a safe access management. The
County proposed allowing/providing an additional egress driveway to the east end of the
existing parking lot. This would allow vehicles to make a right turn out onto VBRX and
change lanes to make either a left turn/u-turn at Webber Street, or provide additional distance
to change lanes before Collier Boulevard.
1 6A1 5
Additional Services will include the following:
• Preparation of Site Plan Sheets and Details—(5) Sheets
o Preparation of Driveway Typical Section
o Preparation of Driveway Profile
o Drainage Design (Pipe, MES, Ditch modification etc.,)
o Details for Parking Spot/Lot Modifications
o Pathway modifications(Vertical Profile)
• Survey
• Quantity and Cost Estimate
Services include meetings and coordination of plans and schedule.
PART 3: PROJECT SCHEDULE:
Overall Project Schedule:
• Services included as part of Change Order No. 4 will be delivered in conjunction with
the overall project schedule for Project No. 60168
PART 4: EXCLUSIONS:
The following tasks are not included in the Scope of Work for this Change Order:
1) Services other than those specifically listed above.
2) Services requiring more effort than that listed in the Fee Schedule.
PART 5: COMPENSATION:
The COUNTY will compensate the CONSULTANT a fee of$499,810.00 for Change Order
No. 4 Task(s) 1 thru 8 on a LUMP SUM basis per the Fee Schedule agreed upon under
Contract#06-4000
1 6 A 1 5
CT42M HILL(!.00hs SnEb0m Ml)
CONTRACT 886.440 ATTACHMENT A-MANHOUR AND COST SUMMARY ESTIMATE
Vade0Bt Beach Rood Eamadon CHANGE ORDER NQ 4
2//8/2821
SUMMARY FEE SHEET
PRINCIPAL CHEF PROJECT LEAD PROJECT SENIOR ADMIN
TASKS ENGINEER/ MANAGER ENGINEER/ ENOTNEER DESIGNER ENGINEER ASSISTANT TOTAL TOTAL
Mat-I Hourly Mo Hourly Ms.- Hourly Man- Healy Mu. Hourly Mae- Hourly Mat- Hanrly Man Handy HRS LABOR
hours Rate Ian Rote boom Rate boors Rem hours Rate hours Rate horn Rate hau Ram
Tads I-lee Co4A8valr r Typical Seeds ModMeatlaru
Typical Scotian Revisions-(1)Shess 2 S180 4 $160 8 S140 IO 1130 0 SI15 0 SI15 0 S85 0 S55 24 S3,420
Drainage Map Sheet Revisons-(10)Meets 0 $180 0 S160 4 $140 20 Sib 0 5115 0 $115 0 885 0 $55 24 S3,160
Plan and Profile Sheet Re,ieians-(39)Sheea 16 I1110 24 $160 80 S140 180 $130 III $115 185 $115 88 S85 10 $55 774 $92,590
Cross Section Sheet Revisions-(102)Sheets,262 Simians 4 $180 8 SIM 36 S140 0 $130 100 S115 100 SI15 0 S85 0 S55 248 S30,040
Drainage Simon Sheet 2 S180 4 SIM 6 $140 34 S130 36 $115 0 S115 0 $85 0 S55 82 $10,400
Sigingasd Marking Sheet Ravines.(39)Sheets 4 $180 8 $160 24 $140 64 5130 62 $115 72 $115 0 $85 0 $55 234 $29,090
Quantity and CoalFtimam Rmisiae $ SI80 8 $160 24 SIIO 44. 0 SI30 60 S115 0 SIIS 0 SM 0 555 100 $l2,980
M/H ARE MN ARE M/H Ann MR ARE M/H Aid. MM Amt. MAI Amt. MI ARE
Tadt I:Stab-T40ls 36 S6480 56 51,960 1/12 525.480 301 140.040 446 S51290 360 S41,400 88 S7,480 10 $550 5181,608
Task2-SFWMD Bst Ramp D0440/P4A0401 8(5)
Boat Ramp l DosigOPmmit(Cypressss 1)-(6)Sbeecs 8 $180 2$ $160 20 S140 40 $130 0 $115 40 $115 0 S85 4 $55 132 S17,460
But Ramp Desig✓Permit(Cyposs 2)-(6)Sheets 8 SI80 20 $160 20 $140 40 $130 0 $IIS 40 SI15 0 S85 4 555 132 S17,460
Bat Ramp 3 Design/Permit(Curry 1)-(7)Shccts 8 $180 20 S160 20 S140 60 $130 0 $115 48 S115 0 $85 8 $55 164 S21,200
Boat Ramp Desig✓Permit(Corkscrew Canal l)-(7)Shaab 8 SI80 20 S160 20 $140 60 $130 0 $115 48 $115 0 $85 8 $55 164 S21200
But Ramp Design/Permit(Omgelree Crud l)-(7)Sbeets 8 $180 20 $160 20 S140 60 SI30 0 S115 48 $IIS 0 $85 8 S55 164 S21200
Gememhniul(Aroma)-(4)Hand Angers/EA(20 TOW)
•Serviw Performed by Sub-Consallant.Miriam $7,500
Survey('RWA)(5)Boat Ramp'Casal Locations
•Services Perfornmd by SobConmllmt,RWA 56.000
M/H Amt. MR Ara MII Amu. MM And. M/H Amt. MM ARE M/H Amt. WH Amt.
Task 2:Sub-To006 40 S7200 100 $16,000 1110 014000 260 S33.800 0 S0 224 $25,760 0 SO 32 S1,760 5112,20
Turk 3-To.Mo Owl Dedgm 8W Street NE and 16D Street NE
Simal Pim Mot-(2)Sheeb 8 $180 16 $160 16 $140 40 $130 64 $115 64 SI15 40 $85 0 S55 248 S29,560
Mom Arm Tabulation Skeet-(1)Sheet 2 $180 8 $160 4 $110 12 $130 8 $115 8 $115 4 S85 0 S55 46 $5.940
Tabulation ofQuetitir Revision(I)Sheet 2 $110 1 $I60 4 $140 8 $130 8 S115 4 S115 2 SOS 0 555 32 $4,150
Guide Sign Wok Sheet-(I)Shot 2 S110 4 $160 4 $140 8 S130 8 $115 0 SI15 2 $85 0 S55 32 $4,150
Center-boreal(Ardmore)-(8)SPTs for gipal Foundation
'Services Performed by Sub-Consulted:Manna S16.000
WIT Amon MEI Aral M/H Ain MR Amt. MM As. Mill Aura M/N And. M/H And
Twit 3:SabTauls 14 12,530 32 55,120 28 S3,920 68 S8.840 88 510,120 80 19200 48 14.050 0 SO $09,118
Task -Phase H Pmisewtal Sony:Baaamd M
Field Survey.Coordination.Permit Modification 4 SIM 0 5160 8 S140 0 $130 40 $115 0 SI15 0 $85 4 $55 56 $6,660
Environmental Suney(s).Field and Acoustical 12 $180 II $160 l40 $140 48 $130 48 S115 0 $115 64 $85 12 $55 335 $41,380
MM Aid M/H Amt. 14/H ARE MM Asa MM Amt kW AIL M/H Amt. MAI Ant
To*4:Bab-Totals 16 S2,180 II S1,760 III $20,720 48 $6.240 88 S10.120 0 S0 64 S5,440 16 S580 $48,40
Tat 5.ODE?Paalt Promo(Seem 444 norm)
Prepare FDFP Permit-New State 404 Program 8 $180 21 $160 60 $140 48 S130 60 S115 40 $IIS 0 S85 24 $55 264 S32,740
Mill ARE N/H And. M/H Aral. MH Amt. II/H A.I.r MM ARE MM Ant MR4 Ant
Task 5:Sib-Totals $ $1.440 24 S3,140 60 WOO 48 56240 60 S6.900 40 14,600 0 50 24 $1320 S32,741
Tat 6-Mask Probes and SPT for existing Cypress Carl
Field Review.00otech Caordirtia,Report 0 $180 0 $160 0 $140 48 $130 0 $115 4 $115 0 $85 4 S55 56 $6,920
Cmomohnicel(Ardemm)
•Servioes Performed by Sub-Consultant Ardamr $10,000
MM As. MH Amt. SIM ARE M/H Aid. Mill As. MM Amt. Nth Amt. M/H Amt.
Task 6:RdrTotals 0 S0 0 $0 0 SO 1/ 56240 0 S0 4 S460 0 SO 4 $220 516,921
Task 7-Hpel k401 .4(Calm to 1646 rime N9
Signal Interconnect Phan-(54)Sheen / $180 20 S160 60 S140 64 S130 0 S115 56 $115 0 $85 4 S55 212 $28,020
SiBmal Interconnect Derails-(2)Sheets 0 S180 2 $160 6 $140 6 $130 0 $115 14 SI15 0 $85 0 555 28 S3,550
MM Amt. h1M And. Mill ARE MM Amt. MRI Amt. MN As. MM Amt SNi Amt.
Task7:Rib-Totals I S1.440 22 $3,520 66 S9.240 70 S9.100 0 SO 70 58,050 0 S0 4 $220 S31,571
Task 1-St Aga Chard"Emma.Dodge
Siteplsn Sheets(Han Pmfok,Parking Lot)-(2)Sbets 4 $180 4 S160 10 $140 20 130 0 $115 20 S115 0 85 2 S55 60 S7.770
Detail Sheets(Gradingl)rawge,Signing.Marking,Site)-(3 Shseb) 4 SIM 4 S160 10, $140 20 130 0 SI15 20 $115 0 85 2 155 60 S7,770
Sunray(•RWA)Egos Arm Sunny
•Sarno.Performed by Sob Coosltmt RWA S1,500
M/H Amt. !NH Ant M/H AM. MH ARE MM ARE MM Ant MAI Aa. MN Ann.
Task*:Bab-TabY 8 $1,440 I S1.280 20 S2.800 40 $5.200 0 S0 40 $4.600 0 S0 4 $220 $17,188
TOTAL(S) I U8 1523,411I 253 I SM,4w I6N J 584.861 1880 I S1i5,748 1682 I$78,4341 I Ill 1591,070 I211 I S17,0001 94($9,178 I I 1499,/10
TOTAL CHANGE ORDER NO 4(LUMP SUM) $499,/11