Backup Documents 07/08/2014 Item #16A23 ORIGINAL DOCUMENTS CHECKLIST &-ROUTING SLII 6 A 2 3
TO ACCOMPANY ALL ORIGINAL DOCUMENTS SENT TO
THE BOARD OF COUNTY COMMISSIONERS OFFICE FOR SIGNAT RE
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 routing lines#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. County Attorney Office County Attorney Office 7/c)&/
2. BCC Office Board of County TN 1A
Commissioners \rt\f/s/ —A\\A
3. Minutes and Records Clerk of Court's Office
4.
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 Anthony O. Stolts Phone Number 239.252.5835
Contact/ Department
Agenda Date Item was Agenda Item Number t 6.A.20
Approved by the BCC 14 "A`Th
Type of Document Work Number of Original s,)
Attached Order/Purchase Order(WO/PO) Documents Attached 1-WO/PO(17 Pages)
PO number or account Cc.,Arci.g r ‘zs—t"
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? b
2. Does the document need to be sent to another agency for additional signatures? If yes,
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
signed by the Chairman,with the exception of most letters,must be reviewed and signed t _„gyp
by the Office of the County Attorney. �(�(l�
4. All handwritten strike-through and revisions have been initialed by the County Attorney's
Office and all other parties except the BCC Chairman and the Clerk to the Board f')
5. The Chairman's signature line date has been entered as the date of BCC approval of the
document or the final negotiated contract date whichever is applicable. 0(.4C
6. "Sign here"tabs are placed on the appropriate pages indicating where the Chairman's p�
signature and initials are required.
7. In most cases(some contracts are an exception),the original document and this routing slip
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 NI
time frame or the BCC's actions are nullified. Be aware of your deadlines!
8. The document was approved by the BCC on 2014-07-08 and all changes made durin
the meeting have been incorporated in the attached document. The County ,
Attorney's Office has reviewed the changes,if applicable.
9. Initials of attorney verifying that the attached document is the version approved by the
BCC,all changes directed by the BCC have been made,and the document is ready for he
Chairman's signature.
I:Forms/County Forms/BCC Forms/Original Documents Routing Slip WWS Original 9.03.04,Revised 1.26.05,Revised 2.24.05;Revised 11/30/12
16A23
WORK ORDER/PURCHASE ORDER
Contract 13-6164-ST"Professional Services: Architect and Engineering" for Structural(ST)
Contract Expiration Date: March 8.2019
This Work Order is for professional engineering services for work known as:
Project Name:
Design&Related Services for Replacement of
Bridge#034120 on White Boulevard over Cypress Canal
(Design Modifications and Inclusion of a Temporary Bridge for
Maintenance of Traffic during Construction)
Project No: 66066
The work is specified in the proposal dated June 12, 2014 which is attached hereto and made a part of
this Work Order. In accordance with Terms and Conditions of the Agreement referenced above, this
Work Order/Purchase Order is assigned to:Agnoli Barber&Brundage,Inc.
Scope of Work: As detailed in the attached proposal and the following:
* Task I Structural Plans(Includes PUED Water Main Support Design)
* Task II Detour Roadway Plans
* Task III Typical Sections
* Task IV Maintenance of Traffic Plans
* Task V Permit Modifications
* Task VI Obtain Geotechnical Data
* Task VII Project Management
* Task VIIIa Complete Contract No.09-5262 Basic Design Services Task I
* Task VIIIb Complete Contract No.09-5262 Utility Relocation(PUED Water Main)Task II
* Task ViIIc Complete Contract No.09-5262 Post Design Tasks Task III
* Task VIIId Complete Contract No. 09-5262 Final Deliverables Task IV
Schedule of Work: Complete work within 720 days from the date of the Notice to Proceed which is
accompanying this Work Order. The Consultant agrees that any Work Order that extends beyond the
expiration date of Agreement # 13-6164 will survive and remain subject to the terms and conditions
of that Agreement until the completion or termination of this Work Order.
Compensation: In accordance with the Agreement referenced above, the County will compensate the
Firm in accordance with following method(s): Negotiated Lump Sum (NLS) OLump Sum Plus
Reimbursable Costs (LS+RC) Time & Material (T&M) (established hourly rate — Schedule B
From Agreement#09-5262, Please see attached Purchase Order 4500123563 for details) ❑Cost
Plus Fixed Fee(CPFF),as provided in the attached proposal and as defined below.
Page 1 of 3
' 16A23
Task I $47,240.00(NLS) ($6,000 of this amount is PUED)
Task II $12,000.00(NLS)
Task III $1,670.00 (NLS)
Task IV $2,660.00 (NLS)
Task V $2,000.00 (NLS)
Task VI $1,012.00 (NLS)
Task VII $3,000.00 (NLS)
Task VIIIa $34,652.70 (NLS)
Task VIIIb $4,417.00 (NLS)(PUED)
Task VIIIc $11,270.00(T&M NTE)
Task VIIId $2,000.00 (T&M NTE)
TOTAL FEE $121,921.70(NTE)
PREPARED BY: Lo/y-axp-I 9
ony O. Stolts, P.E.,Sr. Project Manager Date
APPROVED BY: -.21>- /�'-
ransportan Engin-- - g, Date
Jay : . P.E., 'epartment Director
APPROVED BY: a �� mss, \�
Growth Manag- eck asalanguida, Date, \
Division Administrator
By the signature below, the Firm (including employees, officers and/or agents) certifies, and hereby
discloses,that,to the best of their knowledge and belief, all relevant facts concerning past, present, or
currently planned interest or activity (financial, contractual, organizational, or otherwise) which
relates to the proposed work; and bear on whether the Firm has a potential conflict have been fully
disclosed.
Additionally, the Firm agrees to notify the Procurement Director, in writing within 48 hours of
learning of any actual or potential conflict of interest that arises during the Work Order and/or project
duration.
ACCEPTED BY: :. oli ndag•i. c. 60 • tb. 4-
,A&I A. iel W. Brunda r P.E. 'resident Date
(Remainder of page intentionally left blank)
Page 2 of 3
16A23
IN WITNESS WHEREOF,the parties hereto,have each,respectively,by an authorized person or
agent,have executed this Work Order on the date and year first written below.
ATTEST: BOARD OF COUNTY COMMISSIONERS
Dwight E.(Brt cli;Clerk;rah'Courts COLLIER COUNTY, LORIDA
/
1 = If
By ,i® :.. ...i.e. l . i B, :
Air
Tom ennin:, Chairm
Dated: *` 1 ).,h,
(SE' 14 se:, y.a,`�
Attest as to Chairman's Agno a :.ber : Brundage.
signature only.
or
By: A.LO MIFIA
First Witness 7r4 ature
Daniel lam/. Srun••a- - Presrdent
t Type/print signature and ti eT
TType/print witness namel'
Second Witness
T`Type/print witness nameT'
Approved as to FoXid,L ality:
A•ssi /t-4
County Attorney
< C D 1±- p .--TidteL,
Print Name
Page 3 of 3
. 16A23
u _. GNOLI
®N . ■ RBER&
Min-- 1 'UNDAGE INC.
Professional engineers,planners&land surveyors
7400 Tamiami Trail North,Suite 200,Naples,Florida 34108-(239)597-3111-FAX (239)566-2203
June 12, 2014
Anthony O. Stolts, P.E.
Collier County Transportation Engineering Dept.
2885 Horseshoe Drive South
Naples, FL 34104
Re:Design&Related Services for Replacement of Bridge#034120 on White Boulevard over
Cypress Canal (Design Modifications and Inclusion of a Temporary Bridge for
Maintenance of Traffic during Construction)
ABB PN 10-0046
Dear Mr. Stolts:
At your request, Agnoli, Barber&Brundage, Inc. is pleased to submit this proposal to render
professional services for design on the above referenced project under a new Contract No. 13-
6461-ST. The new Contract replaces discontinued Contract No. 09-5262 and associated Work
Order/Purchase Order No. 4500123563.
Agnoli, Barber&Brundage, Inc., hereinafter referred to as ABB, proposes to provide Collier
County the professional services outlined in Exhibit A attached. Sub-consultant services will
be provided by TRC Worldwide for structural design and Ardaman&Associates for
geotechnical services.
60%roadway plans and 30%bridge plans have been submitted to the County for review and
comments. ABB received comments from the County regarding the 60%roadway plans.
Copies of the "current status"bridge plans (60% +/-) are now available for review. Since there
has been a design hiatus in the project and the County desires to do a value engineering review
of the "current status"bridge plans we recommend that a meeting be scheduled to go over
comments on both the bridge and roadway plans and to discuss future submittals of the
roadway and bridge plans at the revised 60%, 90%and 100% stages.
We trust that this proposal satisfactorily responds to your request.
Sincerely,
noli, Barber&Brundage, Inc.4 niel . le'e ge, PE
foo,of
Enclosure
K:12010\l0-0046 White Blvd.@ Cypress Canal Bridge Replacement Correspondences\Proposal\Additional Services Proposal 6-2-
14\Proposal White Blvd Temporary Bridge Additional Services.doc
16A23
EXHIBIT A
SCOPE OF SERVICES (CONTRACT# 13-6461-ST)
DESIGN&RELATED SERVICES FOR REPLACEMENT OF BRIDGE#034120 ON
WHITE BOULEVARD OVER CYPRESS CANAL
(DESIGN MODIFICATIONS AND INCLUSION OF A TEMPORARY BRIDGE FOR
MAINTENANCE OF TRAFFIC DURING CONSTRUCTION)
I. OVERVIEW
The Collier County Transportation Engineering Department (TED) is seeking
engineering design and construction services for construction of a temporary bridge to
maintain the flow of traffic while a permanent bridge is being constructed at White
Boulevard and Cypress Canal in Collier County Florida.
TED is also seeking to revise the current bridge plans to reduce construction costs by
implementing value engineering designs from lessons learned during construction of the
first Accelerated Bridge Construction(ABC) projects in Collier County. The current
design for the White Boulevard Bridge is based upon the ABC method. Its design had
progressed to the 60% stage before a stop work order was issued. During this design
process a post-completion meeting was held with the design team, contractor and Collier
County. The discussion and findings from that meeting included:
• The Design dictated mandatory prefabrication which limits Contractor
innovation
• Construction costs were higher than average
• Constructability problems arose including the foundation installation requiring
significant modifications in the field and finding that prefabricated elements did
not align or fit correctly due to field conditions affecting the alignment.
Based on these results TED wishes to move forward in a more open and competitive
manner by applying the lessons learned from the first structure. The following is
recommended:
• Develop revised 60% drawings and update the design to allow contractor
innovation and competitive pricing by allowing Cast-In-Place or Precast
construction
• Develop 90%Plans
• Develop 100%Plans
By executing the proposed value engineering the County will realize a cost savings in
excess of 10%of the construction cost valued at approximately$125,000.
K:\2010\10-0046 White Blvd.@ Cypress Canal Bridge Replacement\Correspondences\Proposal\Additional Services Proposal 6-2-
14\Proposal White Blvd Temporary Bridge Additional Services.doc
16A23
II. TASK DESCRIPTIONS
The project task descriptions are as follows:
1. Provide structural plans showing foundation details and temporary bridge
details. The temporary bridge design plans will specify a prefabricated bridge
superstructure and will include foundation design details required to support
that prefabricated bridge structure during construction of the White
Boulevard replacement. The temporary Bridge will provide no less hydraulic
opening than the existing bridge. Also, revise the current
permanent bridge plans to incorporate value engineering designs to reduce
construction costs.
2. Prepare approach detour roadway plans including horizontal and vertical
alignment.
3. Prepare the detour roadway and temporary bridge typical sections. Provide
additional utility coordination to accommodate temporary bridge and detour
roadway.
4. Prepare maintenance of traffic plans for the detour roadway and
temporary bridge construction including barricades and required signage
and striping.
5. Prepare an application to the South Florida Water Management District
(SFWMD) for modification of the R/W and ERP permits to provide for the
temporary construction.
6. Obtain Geotechnical data required for the detour bridge foundations.
7. Provide Project Management to coordinate the design and permitting
activities of the various design team sub-consultants to accomplish the above
tasks.
8. Complete the remaining tasks under the discontinued Contract No. 09-5262,
Work Order/Purchase Order No. 4500123563. The remaining tasks and fees
consisted of the following items.
Basic Design Services $34,652.70 remaining fee
Utility Relocation $ 4,417.00 remaining fee
Post Design Services $11,270.00 remaining fee
Final Deliverables $ 2,000.00 remaining fee
TOTAL $52,339.70 total remaining fee
K:\2010\l0-0046 White Blvd.@ Cypress Canal Bridge Replacement\Correspondences\Proposal\Additional Services Proposal 6-2-
14\Proposal White Blvd Temporary Bridge Additional Services.doc
16A23
III. FEES
A. Fees for Tasks I. and II. above will be as follows:
TASK 1. Structural Plans $ 47,240.00 (NLS)
TASK 2. Detour Roadway Plans $ 12,000.00 (NLS)
TASK 3. Typical sections $ 1,670.00 (NLS)
TASK 4. Maintenance of Traffic Plans $ 2,660.00 (NLS)
TASK 5. Permit Modifications $ 2,000.00 (NLS)
TASK 6. Obtain Geotechnical Data $ 1,012.00 (NLS)
TASK 7. Project Management $ 3,000.00 (NLS)
TASK 8a. Complete Contract No. 09-5262 Basic
Design Services Task I $34,652.70 (NLS)
TASK 8b. Complete Contract No. 09-5262 Utility
Relocation(PUED Water Main) Task II $4,417.00 (NLS)
TASK 8c. Complete Contract No. 09-5262 Post
Design Tasks-Task III $11,270.00 (T&M NTE)
TASK 8d. Complete Contract No. 09-5262 Final
Deliverables Task IV $2,000.00 (T&M NTE)
Project Total Not to Exceed $121,921.70
VI. SCHEDULE Calendar Days
60% Submittal 90
County Review 30
90% Submittal 60
County Review 30
Final Submittal 60
Post Design Services 450
TOTAL 720
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Y t►YltiE t 2(For Reference Only) f iI< e'3 • i 6 ,A 2 3
This Attachment is from the Previous Work
Order/Purchase Order(4500123563), 111!.......4
executed under Agreement#09-5262.
WORK ORDER/PURCHASE ORDER#
Agreement for County-Wide Engineering Services
Dated:March 9,2010(RFP/Bid 09-5262)
This Work Order is for professional Civil-Transportation Bridge Services services for work known
as: Design & Related Services for Replacement of Bridge #034120 on White Boulevard over
Cypress Canal
Project Name:Replacement of Bridge#0340120 White Boulevard over Cypress Canal
Project No:66066
The work is specified in the Scope of Services proposal dated September 7, 2010, 2010 which is
attached hereto and made a part of this Work Order. In accordance with Terms and Conditions of the
Agreement referenced above,Work Order/Purchase Order# is assigned to: Agnoli,Barber&
Brundage,Inc.
Scope of Work: As detailed in the attached proposal and the following:
* Task I Basic Design Services
* Task II Utility Relocation
* Task III Post Design Services
Schedule of Work: Complete Tasks I and II within 270 days from receipt of the Notice to Proceed.
Complete Task III within the following 360 days for a total of 630 days.
Compensation: In accordance with Article Five of the Agreement,the County will compensate the
Firm in accordance with following method(s): Negotiated Lump Sum ®Lump Sum Plus
Reimbursable Costs Time &Material(established hourly rate-Schedule A) DCost Plus Fixed
Fee,(define which method will be used for which tasks)as provided in the attached proposal.
Task I $ 130,359.00
Task II $ 5,502.00
Task III $ $ 11,270.00(T&M)
Expenses $ 2,000.00(T&M)
TOTAL FEE $ 149,131.00
Any change made subsequent to final department approval will be considered an additional service
and charged according to Schedule"A"of the original Contract Agreement.
PREPARED BY: .{.� ee-yi ,- -- 9= t-/a
Gary R.Putaansuu,P.E.,Principal Project Manager Date
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APPROVED BY: it/1 `J! 13 //o
.y• �. • : tor TECM / Date
APPROVED BY: Li./ '1. /4)// o
.13.o .. F - ,A.I.C.P.,Division Administrator ate
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ACCEPTED BY: -- - _
lli, :: piage c.
A..,.. �� -7
vgnature of: 47' ed Company Officer Date
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Type or Print Name and Title
i6Ai3
(For Reference Only)
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o Order/Purchase Order (4500123563), a OD
executed under Agreement#09-5262. 6 c
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16A23
(For Reference Only)
This Attachment is from the Previous Work
Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
EXHIBIT A
SCOPE OF SERVICES FOR ENGINEERING SERVICES
This Exhibit forms an integral part of the County Wide Engineering Services Agreement(Contract#09-
5262)between the Collier County Government(thereinafter referred to as the COUNTY)and Agnoli,
Barber&Brundage, Inc.(hereinafter referred to as the CONSULTANT)relative to the proposed
replacement of county bridge 034120 on White Boulevard at the Cypress Canal.
PURPOSE
The purpose of the Exhibit is to describe the Scope of Work and the responsibilities of the CONSULTANT
and the COUNTY.
The first objective for the CONSULTANT is to determine if the county's decision to replace the bridge is
proper and to document their findings. The general objective is to prepare plans,specifications and
estimate to replace existing bridge No.034120.This project is to be constructed in concert with the
replacement of bridge no.034021 and a new bridge on 23rd Avenue over the Golden Gate Canal which
are pilot projects utilizing Accelerated Bridge Construction(ABC)concepts he design of this bridge is
to utilize these same concepts and if possible be advertised together wi A ' one
et
project.
The Scope of Services establishes which items of work described are specifically included in this
contract,and also which of the items of work will be the responsibility of the CONSULTANT or the
COUNTY.
PROJECT DESCRIPTION
COUNTY is the owner of Bridge 034120 which carries White Boulevard over the Cypress Canal.The
bridge is located on White Boulevard two miles east of Collier Boulevard. The bridge was built in 1965.
It was given a Sufficiency Rating of 44.2 and a Health Index of 84.38 in the most recent FDOT Bridge
Inspection Report dated March 16, 2010. Both ratings are below acceptable levels,indicating the need
for repair or replacement. Replacement provides the opportunity for 4-foot bike lanes and 6-foot
sidewalks consistent with the replacement of Bridge 034021. Replacement with a wider bridge
necessitates the relocation of a Collier County Raw Water Main just north of and adjacent to the bridge
on an independent structure.
Existing residential driveways within the project limits will require reconstruction to the new elevated
roadway. Stormwater treatment and retention will be required as part of the ERP process with SFWMD
as well as providing canal access.The desire to minimize the impacts of right of way takes to adjacent
property owners will be kept in mind when designing and permitting these facilities.
Page 1 of 7
1.6 A e 3
(For Reference Only)
This Attachment is from the Previous Work
. Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
Task 1—Basic Design Services
1.1 Data Collection/Site Visits
The CONSULTANT will perform site visits to become familiar with the current site conditions,as well as
reviewing existing documents(plans,reports and data)concerning the bridge,water main and canal.
The COUNTY will provide the CONSULTANT all existing roadway plans, bridge plans,utility plans,and
right of way plans of the bridge,which the COUNTY may have in its possession.
The CONSULTANT will coordinate with local utility providers during the data collection in an effort to
locate existing utilities and identify any design or construction concerns.
1.2 Roadway
The CONSULTANT will examine access impacts to adjacent properties.A Traffic Control Plan(TCP)will be
developed and included on the General Notes and Quantities sheet.
The CONSULTANT will identify the existing utilities impacted by the project.The CONSULTANT will
provide description of the existing utilities,a discussion of the impacts from various design
considerations and the opinion of probable construction costs of relocation suitable for budgetary
purposes.
The CONSULTANT will prepare roadway cross sections, roadway transitions,canal access road and
driveway connection plans.The CONSULTANT will design signage and pavement markings in accordance
with the current editions of the FDOT Design Standards, FDOT Specifications and the Manual of Uniform
Traffic Control Devices.
It is anticipated that the plan set will contain the following sheet:
Key Sheet
Legend,Abbreviations,General Notes
Bridge Plan and Elevation
Structural Notes and Quantities
Bridge Hydraulic Recommendations Sheet(can be omitted at County's discretion)
Bridge Typical Section
Construction Sequence (1-2 sheets)
Foundation Layout and Pile Cap Details
Superstructure Layout and Details(1-2 sheets)
Page 2of7
16A2j.
(For Reference Only)
This Attachment is from the Previous Work
Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
Roadway Plans and Details(2 sheets)
Pavement Marking Plans(2 sheets)
Grading and Drainage Plans(2 sheets)
Utility Relocation Plan
MOT Sheets(2 sheets)
1.3 Survey
The CONSULTANT will provide ground survey services for topography and existing roadway cross
sections within the project limits.The survey tasks will include:
o Establishing a project baseline survey,approximately 1,000 LF.
o Cross sections along the road shall be a minimum of 50 feet on center.
o Locate all existing plannimetric features within the project limits.
o Collect elevations and break lines in the bottom of the canal to determine existing contours
o Obtain water surface elevation of the canal and date elevation taken
o Obtain canal bottom elevations at each of the bridge piles,as well as along the upstream and
downstream side of the bridge for the length of the bridge on a 10-foot grid,or as necessary to
define the contours of the bottom.
1.4 Geotechnical Services
The CONSULTANT will provide geotechnical services.The tasks will include:
o Obtaining a Collier County Test Boring permit for the project(if required)
o Set up, perform and provide report for at least two standard penetration test borings to
depths necessary for bridge project(up to 95 feet below existing grade).
o Grouting the SPT borings per regulatory requirements
o Perform laboratory inspection and classification testing on selected samples,as necessary to
develop engineering parameters
o Perform two (2)FDOT corrosion series tests(one for each boring location),
o Provide geotechnical engineering recommendations for the pile support for the proposed
bridge replacement
1.5 Structures
The CONSULTANT shall utilize information obtained from site visits,as well as existing plans and reports
to prepare bridge replacement plans suitable for bidding purposes.The design of the replacement
structure shall utilize the same Accelerated Bridge Construction(ABC)components used in the design of
the replacement structure for bridge 034021.Tasks will include:
o Review the latest FDOT Inspection Report for the existing bridge and provide a written
report as to its condition.
Page 3 of 7
(For Reference Only)
This Attachment is from the Previous Work 16A23
• Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
o Perform preliminary beam/structural design for single span design bridge using HL-93 live
loads.
o Provide structural and live loading criteria to geotechnical consultant for the purpose of
geotech scope and report.
o Preliminary bridge layout for permitting and coordination purposes.Coordination with Civil
for road and approach dimensions and cross sections.
o Preliminary opinion of cost.
1.6 Specifications
The CONSULTANT shall refer all construction activities and/or bid items to the Florida Department of
Transportation(FDOT)Standard Specifications for Road and Bridge Construction(latest edition).Where
a bid item is not referenced in the FDOT specifications,the CONSULTANT shall provide the specification
to complete the work.
1.7 Environmental Permitting and Approvals
The CONSULTANT will meet with the South Florida Water Management District(SFWMD)to determine
the level of permitting that is required and prepare and submit an application in accordance with District
rules. The CONUSLTANT shall provide services to cover the project's design as it relates to ecological
permitting,geotechnical evaluation to quantify rock excavation and handling, and hydrological
evaluation needed to secure a dewatering permit.As on Bridge No.034021,the CONSTULTANT will
submit a permit application for a two-foot reduction in the clearance restriction above high-water with
SFWMD.
The COUNTY will be responsible for all permit application fees.
1.8 Project Cost Estimates
The CONSULTANT will develop an Opinion of Probable Construction Cost and the components of the
construction. Estimates will include roadway,drainage, bridge structures,traffic control and utilities.
The bid schedule shall include FDOT pay item numbers and descriptions to the extent possible. Special
items not covered by FDOT will be preceded by the letters CC.
1.9 Project Management/Project Schedule
The CONSULTANT will utilize Microsoft Project TM to develop and track schedules. Upon receiving
Notice-To-Proceed the CONSULTANT will prepare a detailed project activity event schedule for required
COUNTY and CONSULTANT activities.The schedule will indicate,at a minimum, review submittal dates
and final submittal date.The schedule will allow fourteen days for the COUNTY'S review of the plans.
For planning purposes,it is anticipated that the basic design, production and permitting(Tasks 1.1—
1.10)would require 270 calendar days,allowing the project to be advertised in mid June,2011 and be
packaged for bid with the 23`d Street Bridge and Road Project.
Page 4 of 7
-f-
(For Reference Only) � � A C^
This Attachment is from the Previous Work .3
' Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
1.10 Meetings/Reviews
The CONSULTANT will participate in the following meetings:
• One(1)project Kick-Off meeting with Collier County
• Three(3) project Review/Comment meetings with Collier County for 30%,60%and
100%plans.
• One(1) pre-application meeting with South Florida Water Management District
(SFWMD)to verify permitting requirements.
• Two(2) Public Information Meetings to discuss the project and construction schedule.
1.11 Bidding Services
The CONSULTANT will provide the COUNTY assistance in the bidding process by:
• Attending one(1)pre-bid meeting with COUNTY and potential bidders
• Responding to bidders questions prior to bid opening
• Attending one (1)bid opening meeting and
• Preparing bid tabulation spreadsheet.
1.12 Deliverables
The CONSULTANT shall furnish documents as required by the COUNTY to adequately control,
coordinate,and approve the construction documents.The CONSULTANT shall provide the COUNTY
copies of the documents for distribution,as follows:
• 30%complete documents: 6 sets of 11" by 17" plans
• 60%complete documents:6 sets of 11" by 17" plans
• Final documents:6 signed and sealed hardcopies of 11" by 17" plans,Adobe Acrobat
(.pdf)files on CD,CADD files on CD and technical provisions(if required).
1.13 Services to be Performed by the COUNTY
When appropriate,the COUNTY will provide those services and materials as set forth below:
• Provide timely reviews of document preparation within schedule
• All future information that may come to the COUNTY during the term of the
CONSULTANT'S Agreement and which, in the opinion of the COUNTY, is necessary to the
prosecution of the work.
• Project data currently on file.
• Most recent bridge inspection report
• Existing right-of-way maps
• Payment of permit applications and review fees, if applicable.
• Signatures of permit applications
• Collier County will provide authorization to work within all County rights-of-way.
Page 5 of 7
16A23
(For Reference Only)
This Attachment is from the Previous Work
- it Pe d03 ,
executedOrder ur under has Agreement Orer (45 012
#09-5262.563)
Task 2—Utility Relocation
The CONSULTANT will develop and permit Utility Relocation Plans for the existing raw water main that is
adjacent to the existing bridge on an independent structure. Relocation will need to be coordinated and
permitted with the local utility per current standards and FDEP criteria.The cost of utility work will be
tracked separately from the road and bridge work.
Task 3—Post Design Services
The CONSULTANT will provide construction engineering, inspections and/or observations services on an
as-needed basis during bridge construction.Other services during construction may include the
following:
• Shop Drawing submittal reviews.
• Responses to Contractor's Requests for Information •
• Periodic site visits if requested by the COUNTY.
• Certification of the permits with SFWMD
Page 6 of 7
(For Reference Only)
This Attachment is from the Previous Work 16A2
Order/Purchase Order (4500123563),
executed under Agreement#09-5262.
Exhibit B
BASIS OF COMPENSATION
Collier County Bridge 034120 Replacement
1. TASK 1-BASIC DESIGN SERVICES Lump Sum $67,920.00
2. TASK 2-UTILITY RELOCATION Lump Sum $ 5,002.00
3. TASK 3—POST DESIGN SERVICES Not-to Exceed $ 6,850.00
4. EXPENSES Not-to Exceed $ 2,000.00
5. SUBCONSULTANTS
a. Geotechnical Lump Sum $ 6,859.00
b. Environmental—Task 1 Lump Sum $ 5,200.00
c. Environmental—Task 3 Not-to Exceed $ 500.00
d. Structural—Task 1 Lump Sum $ 50,380.00
e. Structural—Task 2 Lump Sum $ 500.00
f. Structural—Task 3 Not-to Exceed $ 3,920.00
Page 7 of 7
16 23
(For Reference Only)
This Attachment is from the Previous Work
Order/Purchase Order(4500123563),
executed under Agreement#09-5262.
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