Agenda 07/08/2014 Item #16A237/8/2014 16.A.23.
EXECUTIVE SUMMARY
Recommendation to declare a valid public emergency, waive the threshold amounts established for
a "Continuing Contract" in accordance with the limited exception under the Consultants'
Competitive Negotiation Act, Florida Statutes § 287.055(3)(a) and approve a Work Order under
Professional Services Contract Number 13 -6164 to complete the design with modifications as
described herein and add additional design services for maintenance of traffic for the, Design &
Related Services for Replacement of Bridge Number 034020 on White Boulevard over Cypress
Canal project. (Project Number 66066).
OBJECTIVE: For the Board to declare a valid public emergency and authorize the execution
of a Work Order with Agnoli, Barber and Brundage, Inc. under Contract Number 13 -6164 to
complete the bridge replacement design for Bridge Number 034020 on White Boulevard over
Cypress Canal, incorporating modifications to the design based on lessons learned from a
recently completed bridge replacement project, and adding additional design services for
maintenance of traffic during construction.
CONSIDERATIONS: On October 27, 2010, Purchase Order 4500123563 was issued to
Agnoli, Barber and ]3rundage, Inc. to design a replacement for existing Bridge Number 034020
(White Boulevard over Cypress Canal) in the amount of $149,131. This design was based on the
premise that a bridge to be constructed on 23rd Avenue would provide service for detour traffic
during the construction of the White Boulevard over Cypress Canal Bridge. Due to lack of
funding and public disapproval, construction of the 23rd Avenue Bridge was cancelled.
A new maintenance of traffic plan incorporating a temporary bridge is required to complete the
White Boulevard over Cypress Canal Bridge Replacement Project. Given the relatively early
stage of design, this modification allows an opportunity to reduce construction costs by
incorporating lessons learned from the recently completed White Boulevard over Golden Gate
Canal Bridge Replacement Project. An additional design fee of $69,582 was negotiated with
Agnoli, Barber and Brundage, Inc. to incorporate the new maintenance of traffic plan and the
modifications based on lessons learned into the design.
As a result of these changes, the project will now exceed the threshold amounts imposed by the
Consultants' Competitive Negotiation Act (CCNA).
Staff requests a waiver of the CCNA threshold amounts based on a declaration of a valid public
emergency by the Board, so that design efforts, which include design modifications, a new
maintenance of traffic plan and temporary bridge design, can continue. The CCNA includes an
exemption that allows an agency to waive the threshold amounts for continuing contracts. In
part, § 287.055(3)(a) of the Florida Statutes states:
"Each agency shall publicly announce, in a uniform and consistent manner, each
occasion when professional services must be purchased for a project when basic
construction cost of which is estimated by the agency to exceed the threshold amount
provided in s. 287.017 for CATEGORY FIVE or for a planning or study activity when
the fee for professional services exceeds the threshold amount provided in s. 287.017
for CATEGORY TWO, except in cases for valid public emergencies certified by the
agency head."
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7/8/2014 16.A.23.
The factors supporting a declaration of a valid public emergency in this instance include:
• Classification by the Florida Department of Transportation of the existing bridge as
"Functionally Obsolete" (meaning the bridge is built to standards no longer used
today);
• Classification by the Florida Department of Transportation of the existing bridge as
"Scour Critical" (meaning the bridge is a "High Risk" during a channel scour event
such as a storm);
• Delays in the replacement of the bridge have disrupted planned continuity of the
sidewalk recently constructed just east and west of the bridge resulting in a new public
safety concerns;
• Without the bridge replacement the sidewalk will remain discontinuous, which
encourages through sidewalk traffic to transition to the roadway and cross the existing
bridge before transitioning back to the sidewalk. This is very hazardous as the existing
bridge has inadequate shoulders or approaches to safely service pedestrian traffic.
By declaring a valid public emergency and allowing the Work Order to be issued, the county will
avoid losing critical time (estimated to be approximately six months for the processing of an RFP
alone), and avoid significant costs that would be incurred by having to restart the design from the
beginning.
Upon approval, staff will advance the construction of this bridge in the bridge work program to
the greatest extent possible.
Pursuant to Purchasing Ordinance Section Nine (9B.3.), staff requests that the Board declare and
certify that a valid public emergency exists, and exercise the above - referenced exception under
the CCNA, in an effort to allow staff to expediently process the design services Work Order with
Agnoli, Barber and Brundage, Inc.
FISCAL IMPACT: Original Purchase Order 4500123563 was executed thru contract Number
09 -5262 in the amount of $149,131.00. At this time the project is on hold at approximately the
60% design level with $52,339.70 remaining in the contract. The additional fiscal impact
associated with project 66066 for this item is expected to be $69,582. With BCC approval,
Purchase Order 4500123563 will be discontinued and a new Work Order with Agnoli, Barber
and Brundage, Inc. under Contract Number 13 -6164 will be executed in the amount of
$121,921.70 to complete the design. Funding is available for this Work Order as follows:
Project Number
Division
Fund
Amount
Source of Funds
66066.10
GMD
313
$111,504.70
Gas Tax
70071.3.1
PLIED
412
$10,417.00
Water Capital
Execution of this design contract will not have an impact on operation and maintenance costs.
However, the subsequent construction contract can be expected to have the following operational
and maintenance impacts:
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7/8/2014 16.A.23.
• The existing bridge replacements are not expected to generate additional annual operating
costs during their approximate 75 year life cycle. Operational and maintenance costs are
anticipated to be reduced during the initial years of service.
• A new structure will eliminate the need to spend funds on long -term countermeasures
aimed at mitigating the "Scour Critical" condition of the existing bridge.
GROWTH MANAGEMENT IMPACT: This project is consistent with the Growth
Management Plan.
LEGAL CONSIDERATIONS: This item is approved as to form and legality, and requires
majority vote for Board approval. —SRT
RECOMMENDATION: That the Board of County Commissioners declares a valid public
emergency, waives the threshold amounts established for a "Continuing Contract" and exercise
the exception under the "Consultants" Competitive Negotiation Act," Florida Statutes §
287.055(3)(a) and approves the execution of a Work Order under Professional Services Contract
Number 13 -6164 to complete the design, with modifications as described herein, for the "Design
& Related Services for Replacement of Bridge Number 034020 on White Boulevard over
Cypress Canal" project, Project Number 66066.
Prepared by: Anthony O. Stolts, P.E., Sr. Project Manager, Transportation Engineering
Department
Attachment: 1) Work Order /Purchase Order
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7/8/2014 16.A.23.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.23.
Item Summary: Recommendation to declare a valid public emergency, waive the
threshold amounts established for a "Continuing Contract" in accordance with the limited
exception under the Consultants' Competitive Negotiation Act, Florida Statutes § 287.055(3)(a)
and approve a Work Order under Professional Services Contract Number 13 -6164 to complete
the design with modifications as described herein and add additional design services for
maintenance of traffic for the, Design & Related Services for Replacement of Bridge Number
034020 on White Boulevard over Cypress Canal project. (Project Number 66066).
Meeting Date: 7/8/2014
Prepared By
Name: StoltsAnthony
Title: Project Manager, Senior, Transportation Road Maintenance
5/30/2014 4:24:20 PM
Submitted by
Title: Project Manager, Senior, Transportation Road Maintenance
Name: StoltsAnthony
5/30/2014 4:24:21 PM
Approved By
Name: PutaansuuGary
Title: Project Manager, Principal, Transportation Engineering & Construction Management
Date: 6/2/2014 8:47:46 AM
Name: TaylorLisa
Title: Management/Budget Analyst, Transportation Administration
Date: 6/19/2014 10:16:14 AM
Name: ShueGene
Title: Director - Operations Support, Transportation Administration
Date: 6/19/2014 2:16:44 PM
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7/8/2014 16.A.23.
Name: ShueGene
Title: Director - Operations Support, Transportation Administration
Date: 6/19/2014 2:16:54 PM
Name: Nathan Beals
Title: Project Manager, Public Utilities Engineering
Date: 6/23/2014 1:17:28 PM
Name: ChmelikTom
Title: Director - Public Utilities Engineering, Public Utilities Engineering
Date: 6/23/2014 1:21:50 PM
Name: JohnsonScott
Title: Manager - Procurement, Purchasing & General Services
Date: 6/23/2014 3:59:23 PM
Name: MarkiewiczJoanne
Title: Director - Purchasing/General Services, Purchasing & General Services
Date: 6/23/2014 3:59:32 PM
Name: MarkiewiczJoanne
Title: Director - Purchasing /General Services, Purchasing & General Services
Date: 6/23/2014 4:12:49 PM
Name: Evelyn Colon
Title: Purchasing - Procurement Specialist
Date: 6/23/2014 4:26:18 PM
Name: AhmadJay
Title: Director - Transportation Engineering, Transportation Engineering & Construction Management
Date: 6/24/2014 2:37:59 PM
Name: PuigJudy
Title: Operations Analyst, Community Development & Environmental Services
Date: 6/24/2014 3:20:16 PM
Name: TeachScott
Title: Deputy County Attorney, County Attorney
Date: 6/24/2014 4:51:42 PM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 6/25/2014 7:31:50 AM
Packet Page -891-
Name: KlatzkowJeff
Title: County Attorney,
Date: 6/26/2014 5:09:17 PM
Name: UsherSusan
7/8/2014 16.A.23.
Title: Management/Budget Analyst, Senior, Office of Management & Budget
Date: 6/30/2014 4:36:23 PM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 7/1/2014 3:11:53 PM
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7/8/2014 16.A.23.
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.
Scooe 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 VIIIaComplete Contract No. 09 -5262 Basic Design Services Task I
• Task VIIIbComplete Contract No. 09 -5262 Utility Relocation (PLIED 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) []Lump Sum Plus
Reimbursable Costs (LS +RC) ®Time & Material (T &M) hourly rate -
Froan Agreement #09 -5262 Please see at Purchase Order 4500123563 for details) LJCost
PIus Fixed Fee (CPFF), as provided in the attached proposal and as defined below.
Page 1 of 3
6'j
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7/8/2014 16.A.23.
Task I
$47,240.00(NLS) ($6,000 of this amount isPUED)
Task II
$ I2,000.00 (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 VII1a
$34,652.70 (NLS)
Task VIIIb
$4,417.00 (NLS) (PUED)
Task VHIc
$11,270.00 (T&M NTE)
Task VHId
52.000.00 (T &M NTE)
TOTAL FEE $121,921.70 (NTE)
PREPARED BY:
4k�ny O. Stolts, P.E., Sr. Project Manager
,APPROVED BY:
APPROVED BY:
Division Administrator
Z4 14 - -� 9
Date
-45-2&— /4-
Date
Dat"` `e;� `
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
Cv - /R- 14-
Date
(Remainder of page intentionally left blank)
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Page 2 of 3
7/8/201416.A.23. -
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:
Dwight E. Brock, Clerk of Courts
By:
Dated:
(SEAL)
First Witness
Type/print witness nameT
Second Witness
TTypelprint witness name
Approved as to Form and Legality:
Assistant County Attorney
Print Name
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
Tom Henning, Chairman
By:
*print signature and h - e
Packet Page -895-
Page 3 of 3
0
7/8/2014 16.A.23.
■
ER &
NDAGE
Professional ea wma, plasnen &
7400T=6 i Trail North, Suite 21
June 12, 2014
Anthony O. Stolts, P.E.
Collier County Transportation Engineering Dept.
2885 Horseshoe Drive South
Naples, FL 341.04
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. Stotts:
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 1.00% stages.
We trust that this proposal satisfactorily responds to your request.
S incerely,
noli, Barber & Brundage, Inc.
niel B ge, PE
Enclosure
K:L010`•.I NKA6 White Blvd. @; Cypress Canal Bridge ReplacenienflCorrespnndences ;Proper.,al`Additional Services Proposal 6 -2-
14lProposal White Blvd Temporary Bridge Additional Servic:os.d%
Packet Page -896-
EXHIBIT A
SCOPE OF SERVICES (CONTRACT # 13- 6461 -ST)
7/8/2014 16.A.23.
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 V010 \10-0046 White Blvd. @ Cypress Canal Bridge Replacement\ Correspondences \Proposal\Additional Services Proposel 6 -2-
14\Proposal White Blvd Temporary Bridge Additional Services.doc
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7/8/2014 16.A.23.
1I. 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 \10 -0046 White Blvd. Q Cypress Canal Bridge Replacement\ Correspondences \Proposal'Additional Services Proposal 6 -2-
l4\Proposal White Blvd Temporary Bridge Additional Services.doc
Packet Page -898-
III. FEES
A. Fees for Tasks I. and II. above will be as follows:
TASK 1. Structural Plans
TASK 2. Detour Roadway Plans
TASK 3. Typical sections
TASK 4. Maintenance of Traffic Plans
TASK 5. Permit Modifications
TASK 6. Obtain Geotechnical Data
TASK 7. Project Management
TASK 8a. Complete Contract No. 09 -5262 Basic
Design Services Task I
TASK 8b. Complete Contract No. 09 -5262 Utility
Relocation (PLIED Water Main) Task II
TASK 8c. Complete Contract No. 09 -5262 Post
Design Tasks -Task III
TASK 8d. Complete Contract No. 09 -5262 Final
Deliverables Task IV
Project Total Not to Exceed
VI. SCHEDULE
60% Submittal
County Review
90% Submittal
County Review
Final Submittal
Post Design Services
TOTAL
7/8/2014 16.A.23.
$ 47,240.00
(NLS)
$ 12,000.00
(NLS)
$ 1,670.00
(NLS)
$ 2,660.00
(NLS)
$ 2,000.00
(NLS)
$ 1,012.00
(NLS)
$ 3,000.00
(NLS)
$34,652.70 (NLS)
$4,417.00 (NLS)
$11,270.00
$2,000.00
$121.921.70
Calendar Days
90
30
60
30
60
450
720
(T &M NTE)
(T &M NTE)
KA2010 \10 -0046 White Blvd Q Cypress Canal Bridge Replacement\ Correspondences \Proposal\Additional Services Proposal 6 -2-
14\Proposal White Blvd Temporary Bridge Additional Services. doe
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7/8/2014 16.A.23.
(For Reference Only) *1 YME By
This Attachment is from the Previous Work
Order /Purchase Order (4500123563), - ---�._
executed under Agreement #09 -5262.
WORK ORDERIFURCHASE ORDER #
Agreement for County-Wide Engineering Services
Dated: March 9,20L (RFP/Bid 09 -5262)
This Work Order is for professional Civil- Transportation Bridge Services services for work known
as: Desire & Related Senior for Replacement of Bridge #034120 on Mite 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, 201Q which is
attached hereto and made apart 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.
Scone 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 11 within 270 days from receipt of the Notice to Proceed.
Complete Task III within the following 360 days for a total of 630 days.
C_ 10P a 'on• In accordance with Article Five of the Agreement, the County will compensate the
Firm in accordance with following method(s): EINegotiated Lump Sum ®Lump Sum Phis
Reimbursable Costs ®Time & Material (established hourly rate — Schedule A) EQCCoost Plus Fixed
Fee, (define which method will be used for which tasks) as provided in the attached proposal.
Task 1 $ 130,359.00
Task II $ 5,502.00
Task III $ $ 11,270.00 (TW
Expenses $ 2,000.00 (T &1)
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" ofthe original Contract Agreement.
PREPARED BY: �C11-Z�
Gary R. Putaansuu, P.E., Principal Project Manager Date
APPROVED BY:
APPROVED BY:
ACCEPTED BY:
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7/8/2014 16.A.23. -
(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 e a one 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.
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(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)
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Packet Pane -903-
7/8/2014 16.A.23.
(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.
• Cross sections along the road shall be a minimum of 50 feet on center.
• Locate all existing plannimetric features within the project limits.
• Collect elevations and break lines in the bottom of the canal to determine existing contours
• ,Obtain water surface elevation of the canal and date elevation taken
• 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:
• Obtaining a Collier County Test Boring permit for the project (if required)
• 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).
• Grouting the SPT borings per regulatory requirements
• Perform laboratory inspection and classification testing on selected samples, as necessary to
develop engineering parameters
• Perform two (2) FDOT corrosion series tests (one for each boring location),
• 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.
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(For Reference Only)
This Attachment is from the Previous Work
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/ProjectSchedule
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 23rd Street Bridge and Road Project.
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Packet Page -905-
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(For Reference Only)
This Attachment is from the Previous Work
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 shah 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.
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Packet Page -906-
7/8/2014 16.A.23.
(For Reference Only)
This Attachment is from the Previous Work
Order /Purchase Order (4500123663),
executed under Agreement #09 -5262.
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;
9 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
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7/8/2014 16.A.23.
(For Reference Only)
This Attachment is from the Previous Work
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
2. TASK 2- UTILITY RELOCATION
3. TASK 3 — POST DESIGN SERVICES
4. EXPENSES
S. SUBCONSULTANTS
a. Geotechnical
b. Environmental —Task 1
c. Environmental —Task 3
d. Structural —Tasks
e. Structural —Task 2
f.. Structural —Task 3
Lump Sum $ 67,920.00
Lump Sum $ 5,002.00
Not -to Exceed $ 6,850.00
Not -to Exceed $ 2,000.00
Lump Sum
S 61859.00
Lump Sum
$ 5,200.00
Not -to Exceed
$ 500.00
Lump Sum
$ 50,380.00
Lump Sum
$ 500.00
Not -to Exceed
$ 3,920.00
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