HomeMy WebLinkAboutDocumentation_Regular_Tab 11_4/9/2026 Agenda Item #11.
Regular Council
STAFF MEMO
A-1
Meeting: Regular Council - Apr 09 2026
Staff Contact: Doug Chambers, Director of Public Department: Public Works
Works
Consider Approval of Piggybacking the Palm Beach County Pathway and Minor Continuing Services
Construction Contract with Wynn and Sons Environmental Construction Co. Inc.
Staff requests authorization to utilize a competitively procured contract between Palm Beach County
and Wynn & Sons Environmental Construction Company, Inc. for pathway, roadway construction and
minor continuing services construction projects. The Village proposes to piggyback Palm Beach
County's Pathway and Minor Continuing Services Construction Contract (Project No. 2025055) to
allow the Village to efficiently perform pathway, sidewalk, and related roadway construction
improvements as needed.
Palm Beach County publicly solicited bids for this contract, with bids received on October 14, 2025,
and the County scheduled to award the contract on March 10, 2026. Wynn & Sons Environmental
Construction Company, Inc. was identified as a responsive contractor through the County's
competitive procurement process.
Utilizing this contract will allow the Village to expedite construction projects without conducting a
separate procurement process, while still relying on a competitively bid contract from a governmental
agency. This approach is consistent with the Village's purchasing policies that allow the use of
cooperative purchasing or piggyback contracts from other governmental entities when it is determined
to be in the best interest of the Village.
Wynn & Sons Environmental Construction Company has extensive experience performing roadway,
sidewalk, pathway, and municipal infrastructure improvements throughout Palm Beach County and
has previously completed work for the Village of Tequesta.
This contract will be used by Village departments on an as-needed basis. Each department utilizing
the contract will be responsible for ensuring that the contract pricing and rates established under the
Palm Beach County agreement are applied and that sufficient funding has been approved and is
available prior to authorizing any work.
This document and any attachments may be reproduced upon request in an alternative format by
completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-
768-0443.
BUDGET • - •
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Agenda Item #11.
BUDGET AMOUNT N/A AMOUNT AVAILABLE N/A EXPENDITURE AMOUNT: N/A
FUNDING SOURCES: N/A IS THIS A PIGGYBACK:
M Yes ❑ N/A
DID YOU OBTAIN 3 QUOTES?
0 Yes ❑ N/A
COMMENTS/EXPLANATION ON SELECTIONThe Village is Piggybacking the Palm Beach County
Pathway and Minor Construction Contract with Wynn and Sons Environmental Construction Co. Inc.
ffs • • •N / DIRECTION - •
Approve the authorization for the Village of Tequesta to piggyback the Palm Beach County Pathway
and Minor Continuing Services Construction Contract (Project No. 2025055) with Wynn & Sons
Environmental Construction Company, Inc.
Wynn and Sons Piggyback Authorization Letter
Wynn and Sons Pathway Minor Construction Services Piggyback Agreement
EXHIBIT A PALM BEACH COUNTY PATHWAY CONTINUING SERVICES CONSTRUCTION
CONTRACT
Page 302 of 1201
YN N&SON 5 E I VM011M ENTAE CON STRUCTION CO,LLE
Agenda Item #11. r
A a
726-B B F LVEDE R E RD.
WEST PALM REACH r 5L 3 11
561-E86-Z433 FAX
Date:3-2 5-202-6
To:M r,Chou g C ham tiers Di rector of Pu bl is Wo r ks..A I I a ge of Tequesta
Add ress:345 Te qJ Ue sta D rive,Taq uesta,F L 3 3469-0273
RE:V1 Ilia ge of Teque:5ta Piggyback Agreement to r P BC A nrl u a 1 2-02 50 5 5
To Whorn it May Concern,
yn n a A Sons Envi ronmental Construction Co.., LLC extends the PBC Annua I Contract 2025-055 to the
Village of Tequesta under the same terms and conditions for the general use of construction related
projects.
Signed Date 3-75-2026
Print Name and Title- Daniel P_Wynn President
Witnessed �� #I .. Ar Date 3 25 2026 Page 303 of 1201
Print Name and Title—Hers rV Conerly—operations Manager
Agenda Item #11.
VILLAGE OF TEQUESTA
AGREEMENT FOR PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES
THIS AGREEMENT for pathway and minor construction services is entered
into and effective this day of , 2026, by and between the VILLAGE OF
TEQUESTA, a Florida municipal corporation with offices located at 345 Tequesta Drive,
Tequesta,Florida 33469,organized and existing in accordance with the laws of the State of Florida,
hereinafter "the Village"; and Wynn & Sons Environmental Construction Co LLC, a Florida
corporation,with offices located at 7268 Belvedere Road, FL 33411,hereinafter"the Contractor",
and collectively with the Village, "the Parties".
WITNESSETH
The Village and the Contractor, in consideration of the mutual covenants contained herein
and for other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged by both Parties, hereby agree as follows:
1. SCOPE OF SERVICES: The Parties hereby agree to enter into this Agreement
whereby the Contractor shall provide pathway and minor construction continuing services as
needed by the Village. The Parties agree to enter into this Agreement and piggyback for the
pathway and minor construction services at the unit prices described in the Palm Beach County
Pathway and Minor Continuing Services Agreement awarded through Palm Beach County
Project No. 2025055. Said contract, including its terms, conditions, specifications, and attached
exhibits/amendments, are hereby fully incorporated into this Agreement and attached hereto as
Exhibit "A".
2. COMPENSATION: In consideration for the above Scope of Services, pricing
shall be pursuant to the unit prices provided in Exhibit "A". The Parties hereby agree to the
Village's purchase of supplies and/or services in greater or lesser amounts than estimated in the
Palm Beach County Project No. 2025055 agreement, as referenced by the proposal in Exhibit
"A". In consideration for the above Scope of Services and pursuant to any Exhibits, if applicable,
the Village shall pay the Contractor at the unit prices as described in Exhibit "A". The goods or
services shall be delivered on a per-order basis in a time, manner, and location acceptable to the
Village the "Performance Date."
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Agenda Item #11.
3. CHANGE ORDERS: Seller is aware that price and time are of the essence in this contract
and that prompt and timely performance of all such obligations is strictly required. If conditions
change that would require an increase in price, scope, or time for performance Seller must notify
the Village in writing detailing the conditions that have changed and requesting a change order to
the contract within 30 days prior to the performance date"Change Order Deadline". Change orders
submitted after the change order deadline will not be considered. Seller shall not proceed with any
change to its obligations under a change order request unless documented in a Change Order
executed by both Parties. If Seller requests a change order prior to the change order deadline
Village at its discretion may accept the change order as is or with modifications, deny the change
order, re-advertise and re-solicit providers for the required goods or services or terminate this
contract. If the Village elects to re-advertise and re-solicit the need for goods or services, the
Village will have 30 days "Solicitation Period" in which to accept the contemplated change order
or terminate this contract. At any time after execution of this Agreement but prior to Seller's
delivery of the Goods,the Village reserves the right at its discretion to change,modify,revise add,
or remove any part of its order for the Goods as described by this Agreement and any Exhibits, if
applicable. If any such change to the Village's order causes an increase or decrease in the cost of
the Goods or causes a change in the time required for delivery of the Goods,the Village shall make
an equitable adjustment in the contract price, the delivery schedule, or both. Any change to the
Village's order for the Goods and any subsequent equitable adjustment to the terms of this
Agreement shall be effectuated through a written Amendment to this Agreement as executed by
both Parties pursuant to Section 15. of this Agreement.
4. TERM; TERMINATION; NOTICE: Pursuant to the Palm Beach County Project No.
2025055, the original contract term will expire on September IOth, 2027. This Agreement has an
option to renew for up to a total of thirty-six (36) months. No extension shall be binding unless
agreed to in writing by both parties. This Agreement may be terminated by either party upon 30
days written notice to the other party. Notice shall be considered sufficient when sent by certified
mail or hand-delivered to the Parties during regular business hours at the following addresses:
Village Contractor
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Agenda Item #11.
Village of Tequesta Wynn & Sons Environmental
345 Tequesta Drive Construction Co LLC
Tequesta, FL 33469-0273 7268 Belvedere Road
Attn: [Department] West Palm Beach, FL 33411
5. INSURANCE: The Contractor shall provide proof of workman's compensation
insurance and liability insurance in such amounts as are specified in Exhibit "A" and shall name
the Village as an"additional insured" on the liability portion of the insurance policy.
6. INDEMNIFICATION: The Contractor shall at all times indemnify, defend and
hold harmless the Village,its agents, servants,and employees,from and against any claim,demand
or cause of action of whatsoever kind or nature, arising out of error, omission, negligent act,
conduct, or misconduct of the Contractor, its agents, servants, or employees in the performance of
services under this Agreement. Nothing contained in this provision shall be construed or
interpreted as consent by the Village to be sued, nor as a waiver of sovereign immunity beyond
the waiver provided in Section 768.28, Florida Statutes.
7. PUBLIC ENTITIES CRIMES ACT: As provided in Sections 287.132-133,
Florida Statutes, by entering into this Agreement or performing any work in furtherance hereof,
the Contractor certifies that it, its affiliates, suppliers, subcontractors and consultants who will
perform hereunder, have not been placed on the convicted vendor list maintained by the State of
Florida Department of Management Services within thirty-six(36)months immediately preceding
the date hereof. This notice is required by Section 287.133(3)(a),Florida Statutes.
8. INDEPENDENT CONTRACTOR: It is specifically understood that the
Contractor is an independent contractor and not an employee of the Village. Both the Village and
the Contractor agree that this Agreement is not a contract for employment and that no relationship
of employee-employer or principal-agent is or shall be created hereby, nor shall hereafter exist by
reason of the performance of the services herein provided.
9. INSPECTOR GENERAL: Pursuant to Sections 2-421 2-432 of the Palm Beach
County Code of Ordinances, the Office of the Inspector General has jurisdiction to investigate
municipal matters, review and audit municipal contracts, and other transactions, and make reports
and recommendations to municipal governing bodies based on such audits, reviews, or
investigations. All parties doing business with the Village shall fully cooperate with the inspector
general in the exercise of the inspector general's functions, authority, and power. The inspector
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Agenda Item #11.
general has the power to take sworn statements, require the production of records, and to audit,
monitor, investigate and inspect the activities of the Village, as well as contractors and lobbyists
of the Village in order to detect, deter, prevent, and eradicate fraud, waste, mismanagement,
misconduct, and abuses.
10. E-VERIFY ELIGIBILITY: The Contractor warrants and represents that it is in
compliance with Section 448.095, Florida Statutes, as may be amended. No later than January 1,
2021, the Contractor shall: (1) register with and use the E-Verify System (E-Verify.gov) to
electronically verify the employment eligibility of all newly hired workers, and (2) verify that all
of the Contractor's subconsultants performing the duties and obligations of this Agreement are
registered with and use the E-Verify System to electronically verify the employment eligibility of
all newly hired workers. The Contractor shall obtain from each of its sub-consultants an affidavit
stating that the sub-consultant does not employ, contract with,or subcontract with an Unauthorized
Alien, as that term is defined in Section 448.095(1)(k),Florida Statutes, as may be amended. The
Contractor shall maintain a copy of any such affidavit from a sub-consultant for, at a minimum,
the duration of the subcontract and any extension thereof. This provision shall not supersede any
provision of this Agreement which requires a longer retention period. The Village shall terminate
this Agreement if it has a good faith belief that the Contractor has knowingly violated Section
448.09(1), Florida Statutes, as may be amended. If the Contractor has a good faith belief that the
Contractor's subconsultant has knowingly violated Section 448.09(1),Florida Statutes, as may be
amended, the Village shall notify the Contractor to terminate its contract with the sub-consultant
and the Contractor shall immediately terminate its contract with the sub-consultant. In the event
of such contract termination, the Contractor shall be liable for any additional costs incurred by the
Village as a result of the termination.
11. SCRUTINIZED COMPANIES: For Contracts under $1 M, the Contractor
certifies that it is not on the Scrutinized Companies that Boycott Israel List created pursuant to
Section 215.4725, Florida Statutes and that it is not engaged in a boycott of Israel. The Village
may terminate this Agreement at the Village's option if the Contractor is found to have submitted
a false certification as provided under Section 287.135(5), Florida Statutes, if the Contractor has
been placed on the Scrutinized Companies that Boycott Israel List created pursuant to Section
215.4725, Florida Statutes, or if Contractor is engaged in a boycott of Israel. For Contracts over
$1 M, the Contractor certifies that it is not on the Scrutinized Companies with Activities in Sudan
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Agenda Item #11.
List, the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or the
Scrutinized Companies that Boycott Israel List created pursuant to Section 215.4725, Florida
Statutes. The Contractor further certifies that it is not engaged in a boycott of Israel and that it does
not have business operations in Cuba or Syria, as similarly provided in Section 287.135, Florida
Statutes. The Village may terminate this Agreement at the Village's option if the Contractor is
found to have submitted a false certification as provided under Section 287.135(5), Florida
Statutes or if the Contractor has been placed on one of the aforementioned lists created pursuant
to Section 215.4725, Florida Statutes. Additionally, the Village may terminate this Agreement at
the Village's option if the Contractor is engaged in a boycott of Israel or has been engaged in
business operations in Cuba or Syria, as defined in Section 287.135,Florida Statutes.
12. ATTORNEY'S FEES: In the event, a dispute arises concerning this Agreement,
the prevailing party shall be awarded attorney's fees, including fees on appeal.
13. FORCE MAJEURE: The Contractor shall not be considered in default by reason
of any failure in performance under this Agreement if such failure arises out of causes reasonably
beyond the control of the Contractor or its subcontractors and without their fault or negligence.
Such causes include, but are not limited to: acts of God; acts of war; natural or public health
emergencies; labor disputes; freight embargoes; and abnormally severe and unusual weather
conditions.
14. CHOICE OF LAW; VENUE: This Agreement shall be governed and construed
in accordance with the laws of the State of Florida, and venue shall be in Palm Beach County
should any dispute arise with regard to this Agreement.
15. AMENDMENTS & ASSIGNMENTS: This Agreement, all Exhibits attached
hereto, and required insurance certificates constitute the entire Agreement between both parties;
no modifications shall be made to this Agreement unless in writing, agreed to by both parties, and
attached hereto as an addendum to this Agreement. The Contractor shall not transfer or assign the
provision of services called for in this Agreement without prior written consent of the Village.
16. PUBLIC RECORDS: In accordance with Section 119.0701,Florida Statutes,the
Contractor must keep and maintain this Agreement and any other records associated therewith and
that are associated with the performance of the work described in the Scope of Services. Upon
request from the Village's custodian of public records, the Contractor must provide the Village
with copies of requested records, or allow such records to be inspected or copied, within a
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Agenda Item #11.
reasonable time in accordance with access and cost requirements of Chapter 119,Florida Statutes.
A Contractor who fails to provide the public records to the Village, or fails to make them available
for inspection or copying, within a reasonable time may be subject to attorneys fees and costs
pursuant to Section 119.0701,Florida Statutes, and other penalties under Section 119.10,Florida
Statutes. Further, the Contractor shall ensure that any exempt or confidential records associated
with this Agreement or associated with the performance of the work described in Scope of Services
are not disclosed except as authorized by law for the duration of the Agreement term,and following
completion of the Agreement if the Contractor does not transfer the records to the Village. Finally,
upon completion of the Agreement, the Contractor shall transfer, at no cost to the Village, all
public records in possession of the Contractor, or keep and maintain public records required by the
Village. If the Contractor transfers all public records to the Village upon completion of the
Agreement, the Contractor shall destroy any duplicate public records that are exempt or
confidential and exempt from public records disclosure requirements. If the Contractor keeps and
maintains public records upon completion of the Agreement, the Contractor shall meet all
applicable requirements for retaining public records. Records that are stored electronically must
be provided to the Village,upon request from the Village's custodian of public records, in a format
that is compatible with the Village's information technology systems.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE
CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING
TO THIS AGREEMENT, PLEASE CONTACT THE VILLAGE CLERK,
RECORDS CUSTODIAN FOR THE VILLAGE, AT (561) 768-06859 OR AT
lmcwilliamsAtequesta.org, OR AT 345 TEQUESTA DRIVE, TEQUESTA,
FLORIDA 33469.
17. HEADINGS: The headings contained in this Agreement are provided for
convenience only and shall not be considered in construing, interpreting or enforcing this
Agreement.
18. SEVERABILITY: The invalidity or unenforceability of any provision of this
Agreement shall not affect the validity or enforceability or any other provision of this
Agreement and this Agreement shall be construed and enforced in all respects as if the invalid
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Agenda Item #11.
or unenforceable provision is not contained herein.
19. WAIVER: No waiver by the Village of any provision of this Agreement shall
be deemed to be a waiver of any other provisions hereof or of any subsequent breach by the
Contractor of the same, or any other provision or the enforcement hereof. The Village's
consent to or approval of any act requiring the Village's consent or approval of any act by the
Contractor shall not be deemed to render unnecessary the obtaining of the Village's consent to
or approval of any subsequent consent or approval of, whether or not similar to the act so
consented or approved.
20. ENTIRE AGREEMENT: This eight-page Agreement, including any Exhibits,
constitutes the entire agreement between the parties; no modification shall be made to this
Agreement unless such modification is in writing, agreed to by both parties and attached hereto as
an addendum to this Agreement. In the event of a conflict between this and any other document,
this document shall prevail.
22. AUTHORITY TO OBLIGATE: Each person signing this agreement on behalf
of either Party warrants that he or she has the full legal power to execute this agreement on behalf
of the Party for whom he or she is signing and bind and obligate such party with respect to all
provisions contained in this agreement.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
I N W I T N E S S W H E R E O F, the parties hereto have executed this Agreement on the
date and year first above written.
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Agenda Item #11.
WITNESSES: WYNN & SONS ENVIRONMENTAL
CONSTRUCTION CO LLC
By (Print):
(Corporate Seal)
VILLAGE OF TEQUESTA
By: Molly Young, Mayor
ATTEST:
(Seal)
Lori McWilliams, MMC
Village Clerk
Page 8 of 8
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Agenda Item #11.
Agenda Item # 3-CR3
PALM BEACH COUNTY
BOARD OF COUNTY COMMISSIONERS
AGENDA ITEM SUMMARY
Fleeting Date: March 10, 2026 [X] Consent ] Regular
I Workshop l Public Reaming
Department: Engineering and Public Works
Submitted For: Roadway Production Division
1. EXECUTIVE BRIEF
Motion and Title: staff recommends notion to;
A approve a Pathway and Minor Continuing Services Construction Contract in an
amount not to exceed 35,00 ,o of to be in effect for 18 months from the date of
approval by the Board of County Commissioners (BCC), with an option to renew for
a total of 36 months with Wynn and Sons Environmental Construction Co., LLC
(WSE); and
B) delegate authority to the County Administrator or designee to sign amendments to
extend the total contract time up to 36 months, and add pay items and technical
special provisions, all of which do not substantially change the scope of work,, terms,
or conditions of the Contract.
Summary: Approval of this Contract will authorize the continuing construction services
necessary to complete pathway and small scale construction improvements. The
allocation available for the Contract is $35,000,000, which is based upon the estimated
amount to be expended for pathway and minor construction projects throughout-Palm
Beach County (County) within the next 36 months. The Contract will be in effect for 1
months from the date of approval by the Board of County Commissioners CC , with an
option to renew for a total of 36 months. The delegation of authority will allow the County
Administrator or designee to approve amendments to renew the Contract for a total of 3
months contract time, and-add pay items and technical special provisions: all of which do
not substantially change the scope of work, terms, or conditions of the Contract, on behalf
of the BCC, after approval of legal sufficiency by the County Attorney's Office, This
Contract was presented to the Goal Setting Comma tee (GSC) on August 6, 2025 and the
GSC established an Affirmative Procurement Initiative API of a 1 g minimum
mandatory Small Business Enterprise S participation. WSE committed to 13.36%
SBE participation for this Contract. Bids for the Contract were received by the Engineering
and public Works Department PV on October 14, 2025. WSE was the lowest,
responsive, and only bidder. WSE has an office located in the County. Counl i e (YBH)
Background andJustification: After reviewing the attached Contract and finding it In
proper order, EPW recommends BCC approval.
Attachments:
1. WSE Contract 3
Agenda Item #11.
II. FISCAL IMPACT ANALYSIS
A. Five Year Summary of Fiscal Impact:
Fiscal Years 2026 2027 2028 2029 2030
Capital Expenditures -0- -0- .0. -0- -0-
Operating Costs 'Wow .� m .0. . . .0.
External Revenues -o- -o- .. .. .0.. -0-
Program Income(County) -0- -0- -0- -0- -0-
In-Kind Match (County) _ . _ _ _ _ _ _
NET FISCAL IMPACT -0- 4. -0- -0- _ -
#ADDITIONAL F'T F
POSITIONS (Cumulative) -0- -0- .0. -0-
Is .. _
Item Included in Current Budget yes NO
s this item using Federal Funds? Yes l�o
F`
s this item using Sto to Funds Yes To �
Budget Account No: Fund Dept Unit Object
Recommended Sources of Funds/Summary o :Lsoal Impact:
Brief Description: New annual/continuing services construction contract.
Spending Limit Flo ation �X D92 rtme t
Airports 75,000 .00
• Co-op 75, 000. 00
• Engineering & Public Works $ 22, 000, 00. 00
• Environmental Resource Management 1,0 0 0,0 0 0. 0 0
• Facilities $ 275,000. 00
• Fire Rescue $ 75,O00. 00
• Parks and Recreation $ 6F500f000. 00
Water Utilities $ 5, 000, 000. 00
Total Allocation: 35f000,000.00
Note: Pathway and Minor Continuing Services Construction Contract with an
amount not to exceed $ , 000, 000, to be in effect for 18 months from the
date of approval by the Board of County Commissioners (BCC) , with an
option to renew for a total of 36 months with Wynn and Sons
Environmental Construction Cc. , LLC
***Fiscal. Note Allocations are a not to exceed amount and can be expended
from various accounting lines for various projects where
budget is available. Work is to be performed on a task order
basis. *Total fiscal impact will not exceed , 0 0, 000.
C. Departmental Fiscal Review:
TIC. REVIEW COMMENTS
A. OFMB F*scal and/or Contract Dev. and Control Comment .
Agenda Item #11.
CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF
PATHWAYANDNHNOR
CONTINUING SERVICES
CONSTRUCTION CONTRACT
PALM BEACH COUNTY,FLORIDA
PROJECT No. 2025055
Page 314 of 1201
Agenda Item #11.
BOARD of COUNTY COMMISSIONERS
PALM BEACH COUNTY, FLORIDA
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION DIVISION
Project Name: Pathway and Minor
Continuing Services Construction Contract
Project Number: 2025055
ADDENDUM No, 1
Date of Issuance-. September 24, 202
SPECIFICATIONS:
Delete Insert Add
A-A
SP-40 & SP- 1
P-1 though P-1 2 P-I A through P-1 2A
It is required that ADDENDUM NO. 1 he acknowledged in the space provided on the
PROPOSAL FORM.
APPROVED BY:
Page 315 of 1201
Agenda Item #11.
BOARD OF COUNTY COMMISSIONERS
PALM BEACH COUNTY, FLORIDA
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION DIVISION
Project Name: Pathway and Minor
Continuing Services Construction Contract
Project Number: 2025055
ADDENDUM NO. 2
Date of Issuance: September 25, 2025
BID DUE DATE HAS BEEN CHANGED TO OCTOBER 14, 2025
SPECIFICATIONS:
Delete Insert Add
C C-B
It is required that ADDENDUM NO. 2 be acknowledged in the space provided on the
PROPOSAL FORM.
APPROVED BY:
Page 316 of 1201
Agenda Item #11.
BOARD OF COUNTY COMMISSIONERS
ALL BEACH COUNTY, FLORIDA
ENGINEERING AND PUBLIC WORKS
ROADWAY PRODUCTION DIVISION
Project Ire: Pathway and Minor
Continuing Services Construction Contract
Project Number: 2025055
ADDENDUM NO, 3
Date of Issuance: October 8, 2025
SPECIFICATIONS:
Delete Insert Add
- A-
B-C:
SP-4 through SP- 3
P-I through P-l 2A P-1 C through P-I
It is required that ADDENDUM No. 3 be acknowledged in the space provided on the
PROPOSAL FORM.
APPROVED
Page 317 of 1201
Agenda Item #11.
WDX
Bidding Forms
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Specifications/Provisions
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Special Provisions[Requests for Information(Contractor BFI's)].......*............................ SP-42 to P-
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Technical Special Provisions........r........7 o T • -
40
StandardSpecifications.............r...r....,a******f.4f*.■a..a..................,...■.■aar............aa..a.■■.............................. S-1
GeneralProvisions..............................a.a.....................................i...........►..........................GP-1 to P 1 L
Release Permits/EBO Forms
Driveway Construction Release........................M.........0........0............................m................... E-1 to DE-2
Permits.......r........,,aa„s..a....a..a.,a..........................rr...........r.....r........,r,....r.................,•,........................PER-I
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Proposal
ProposalForm........ar............ria,f..r*......ass..r.....m...........r.....rf.#rr....................................................P!I to P-1
Bid Forms Requirements/Bid Bong
P lin Beach County Local Preference Ordinance & Cert. of Business Location...................LP-1 to I_.P-
Scrutinized mp nie .................................a...aa....,,.*..**.......,..a....,..,,,.r............,................................4 -1
BidBond....................m...................................■.........aria..i..a.....r..................■.............a.■........,i. i to BB-
CertificateofResolution.................. .............................«i.......■a......aa.,a,,.,.,.,..........a....................%........ -1
Contract Forms/Requirements/Construction Bond
Contract........r.....v...................a,....................fir...............a..a.r.....r.,...........ia.........0......................0 -I to
Public/Construction Bond..................M....m......0.,..0........................0..........M.....................m...PCB-I to PCB-4
EB Schedules 3 and 4 1 to PC-2
Certificationof Sublet Work ■.....a.......i.......*ff,........,r....,,ir,......ra.........r................i.r............................SW-I
Certificate of I1347urance....r......r.r................s.ra.....,...........................V........r..a..*.,.............m...............m...... I-I
Construction Coordination 1 orni ..........a..............r.f.........................m.........0....... ST-1 to CONS I 1
-C
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Agenda Item #11.
NOTIGE TO BIDDERS
NON-MANDATORY PRE-BID MEETING
Date: Thursday September 11,2025
Time: 29000 p.m.
Location: Engineering and Public Works Department
1st Floor Conference Room (1 E-58/59)
2300 North Jog Road
West Palm Beach,Florida,33411-2745
B11D OPENING MEETING
Date: Tuesday October 14,2025
Time: 29.00 p.m.
Location: Engineering and Public Works Department
3rd Floor Main Conference Room (3W-12)
2300 North Jog Road
West Palm Beach,Florida,33411-2745
Webex Option for both meetings:
h!Ws:Hpbe-2ov.webex.conVmeet/Enp,-RoadwaxBids
Ifthere are any questions concerning these meetings, please contact:
Roadway Production Division
(561) 684-4150
B-c
Page 319 of 1201
Agenda Item #11.
ADVERTISEMENT FOR BIB
Sealed B1ds wrll be reeeived by the Board ofCounty Corrnnissiners. Palm Beach County,Florida,
in the office of Palm h County n in rin and Public Works Department, Roadway
Production Division, located at 2300 North Jog Road, Third Floor Room 3W-3 , West Palm
Beach,Florida, 33411-2745,up to 2:00 P.M.,local time.,and opened in the Third Floor Conference
Room W-1 on Tuesday, October 14, 2025, for furnishing all Materials, labor, Equipment
and supplies necessary for the Construction of-
PATHWAY AND MINOR CONTINUING SERVICES CONSTRUCTION CONTRACT
PALM BEACH COUNTY PROJECT NO, 2025055
All conditions and requirements for Bid submission, consideration, and award are contained in the
Contract Documents, which are Posted on the following Palm Beau County web site:
https. be Fss ..pbc.gov/vssprd/Advant
To review the Contract Documents for this project, go to the above URL and click on the project
hyperlink. Contractors may then download and print the Contract Documents (Plans,
Specifications, Excel Proposal Forms, check list "with required forms" and any other related
documents).
Hard copy documents will be available at the Department for a non-refundable service fee of$40.
The Contractor shall contact Palm Beach County Roadway Production Division at 1) 684-4150
in advance to arrange for hard copies.
All Bids shall be submitted in accordance with the Bid Documents, including but not limited to
the General Provision Section 2 and accompanied by the docwnentatlon referenced therein.
The NON-MANDATORY Pre-Bid Meetinix will be held on Thursday,September 11, 2025 at
2-*00 P.I ., in the First Floor Conference Room 1E- in the Palm Beach County Building at
2300 North .Tog Road{ West Palm Peach, Florida. Webex Option — h .-::--: )bc-
v.npebex. mlin i ids. Attendance at this pre-bid meeting is not mandatory but
is highly recommended and strongly encouraged. To the extent you are unable to attend the pre-
bid meeting, you may request and obtain an audio recording of the meeting by contacting Palm
Beach County Roadway Production Division at 1) 684-4150.
The Board of County Conu-nissioners reserves the right to reject any or all Bids. By order of the
Board of County Coinrrrissi hers, Palm Beach County, Florida.
ATTEST: BOARD OF COUNTY COMMISSIONERS
IICHAEL A. CARUSO, CLERK OF THE CIRCUIT COURT PALM BEACH COUNTY,a political
COMPTROLLER subdivision of the State of Florida, by and
through its Board of County Commissioners
DAVID RICKS,P.E., COUNTY EEG NEER
BY: Maria G. Marino,Mayor
PUBLISK PALM BEACH POST
SU DAY: August 3 1, 2025
SUN AY: September 7s 2025
C-B
Page 320 of 1201
Agenda Item #11. SUBMITTALS REQUESTED WITH BID
At a minimum submit
Our (1) oriLyinal-Dackage containing the followin
(see confraci documenis to determine if other requirements apply)
EBO Schedule 1 (Page BCC-1) Ensure all subcontractors ac}tors are listed
EBO Schedules 2 (page EB -2) Subinif a Schedule 2.for all suhconstractors
All Proposal Pages P pages)
Signed Contractor's Certification (last P page)
Signed/Sealed Local Preference (page LP-2
with Copy of Bidder's Pala Beach County Tax l eceipi if eligible)
Scrutinized Companies (page SC-1
Bid Bond forms (pages BB-1, BB-2
wAb Acknowledged/Sealed Bid Bond/Power of Attomey
Certificate of Resolution (page CC-1
Copy of Fi rn's Active License to Conduct Business in the State of Florida
Certification n of Sublet Wort (page SW-1
FDOT Pre-Qualification Letter or Qualifications and Experience Package
(see General Provisions Section 2-1 for specific requirements)
Please do not staple
or permanentlybind
the Bid documents.
n
Page 321 of 1201
Agenda Item #11.
INSTRUCTIONS To BIDDERS
Prospective Bidders are hereby advised that Division I of the FDT Standard Specifications for
Road and Bridge Construction FY 2 2 - 5 (arid as amended herein) (Specifications) shall serve
as instructions to Bidders along with the following:
1. Continuing Services Construction Contract on a Work Order Basis
2. Addenda—Changes while Bidding
. Pre--Bid Site Inspection and NON-MANDATORY Pre-Bid Meeting
. Laws Affecting Public Mork
. Power of Atton-iey
. Equal Business pprtunity BD Program
. Incentives
. VSS Registration Required
. Posting of Bid Tabulations and Award Recorx mendatio
10. Prohibition Against Considering Interests
1. CONTINUING SERVICES CONSTRUCTION CONTRACT ON A WORK ORDER
BASIS
See Contract Provisions for:
• Continuing Services Construction Contract Intent: See Special Provisions Item #1
• Contract Expiration/Extension: See special Provisions Itein #
• Method of ordering Work: See Special Provisions Item #
• Prosecution of the Work: See Special Provisions Item #.5
• Spending Limit/Contract Amount: See Contract Page C-
• Bond Requirements: See General Provisi s Section 3-5
. ADDENDA —CTUNGES VqHLE BIDDMG: No interpretation of the meaning of the PIWIS,
Specifications or other Contract Documents will be made to any Bidder orally. Every Request for
Information RFI is preferred to be submitted to the Director, Palm Beach County Roadway
Production Division via electronic mail (e-mail) to email address:
NG a yr r
RFI's m ay also be mailed or faxed to the Director at the following: 2 3 00 I . Jog Road, Suite #3 W-
, West Palm Beach; Florida, I 1-27 5. Fax: 561-684-4166. For the RFI to be given
consideration, it must be submitted at least five 5 Working Days prior to the date and time fixed
for the opening of Bids.
Any and all such interpretations and any supplemental instructions will be in the form of written
Addenda to the Contract Documents which, if issued, will be posted on the following RL:
https: pbcvssp.pbc.gov vssprd A dvantage4 up to seventy-two 72 hours prior to the date and time
fixed for the opening of Bids, The exceptions to this notification period shall be that of are Addenda
whose content is hinite I to the listing of additional approved manufacturers and substitutions, or
one which contains minor clarifications or changes, which shall be issued up to 24 hours prior to
the date fixed for the Contract Letting. The request for Bids may be withdravai, or the date for
receipt of Bids may be postponed, at any time prior to the bid opening.
ITB-1
Page 322 of 1201
Agenda Item #11.
INSTRUCTIONS TO BIDDERS
The Bidder shall acknowledge and certify receipt of all addenda by completing the Proposal Form
page. Copies of Addenda will also be made available for inspection at the Department where
Bidding D oeuments are on file for that purpose. Failure of any Bidder to receive any such Add end
of interpretation shall not relieve any Bidder from any obligation under the Bid as submitted. All
addenda so issued shall, ultimately, become part of the Contract Documents.
3. PRE-BID SITE INSPECTION AND NON-MANDATORY PRE-BID MEETING
SITE fNSP CTI N — This is a countywide continuing services construction contract on a wort
order basis. The sites for the work orders are to be determined as the need arises. Therefore n
Department sponsored Pre-Bid Inspection Meeting will be held for this Contract.
ON-MAN AT I Y PRE=BID MEETING— See Notice to Bidders,
.LAWS AFFECTING PUBLIC WORK.* Bidders shalI be familiar with the various Federal, State
and Local Laws affecting the prosecution of the Work. As outlined in Section 2-1 l of the
Specifications, Palm Beach County (County) Administrative Code Section 305.02 & 402.00, and
the Purchasing Ordinance Palm Beach County Code, Chapter 2, Article 111, Division 2, Part A),
the County is responsible to assure the qualifications of any or all prospective Contractors.
. POWER of ATTORNEY: Attorneys-in-fact who sign Proposal Guaranties and Contract
Bonds must file with such bond a certified copy of their power of attorney to sign said bonds.
.EQUAL BUSENFSS OPPORTUNrrYPROGRAM
Please note that all forms related to the Equal Business Opportunity B Program, including
waiver forms and good faith effort documentation can be found at:
h s: dis over. be ov.or oe o/Pages Co Zia ce-Program .asp
.1 - Definitions The following turns, phrases, words and their derivations shall have the
meanings given. where not inconsistent with the context, words used in the present tease include
the future tense, words in the plural number include the singular number, "any" includes `all,""
�4arnd" includes "or." Capitalized terms are defined as set forth in the LBO Ordinance, and in the
Contract.
.l.l - "Prime" and "prime consultant" mean, refer, and relate to `Prime C ontraeto ,"
as defined in the EBO Ordinance, and to "Consultant," as defined in the Contract, and as
applicable.
6.1.2 - "Solicitation" and "solicit" mean, refer, and relate to Advertisement for Proposals.
.1. - "Proposer" shall mean "Bidder"
.1. - "Proposal" shall mean `Bid" as defined in the EBO Ordinance.
I :
Page 323 of 1201
.Agenda Item #11.
INSTRUCTIONS TO BIDDERS
.1.5 —"S l contra tor" shall mean I'Su bcons ltant" as applicable.
. -Policy
t is the policy of Palm Beach Co nty's Board of County Commissioners that all segments of its
business population,including,but not limited to,small,local owned businesses,have an equitable
opportunity to participate in the Department's procurement process, prime contract and
subcontract opportunities. In pursuance of that policy, theDepartment's Board of County
Commissioners adopted are Equal Business Opportunity Ordinance which is codified in Sections
2-80.20 through 2- 0. 0 as may he amended) of the Palm Beach Counter Code. The BB
Ordinance sets forth theDepartment's requirements for the EBO Program, and is incorporated
herein and made part of this Contract. The Contractor must comply with the requirements
contained in this section for the Contractor to be deemed responsive to the solicitation
requirements. The provisions of the EBO Ordinance are applicable to this solicitation, and shall
have precedence over the provisions of this solicitation in the evert of conflict. Failure to comply
with the EBO Ordinance may result in any of the penalties listed in section 6.9.
.3 - Application of Small Business Enter rise SBA Goals through. Affirmative
Procurement Initiatives APIs
The Contractor must adhere to the Affirmative Procurement initiatives (APIs) as incorporated
herein, including Advertisement for Bid, and the specifications set forth in Contractor's response,
which are both incorporated herein by reference. Failure to comply with this Section is a material
breach of this Contract. The Bidder is encouraged to seek additional small business enterprises
for participation in subcontracting opportunities.
.3.1 -Application of API(s)
The API approved for this solicitation, including any applicable SBB goals is;
SBE Subcontracting Program (EBO Ordinance Section 2.80.27(l)(c))
A 10 SBE subcontracting participation goal is established for this Contract.
. minimum mandatory goal of 10% of the total estimated dollar value of the Contract
shall be subcontracted to SBEs, however the EBO Office shall reduce or waive this goal
when there is inadequate availability of SBB prime and or Subcontractor firms.
Any bid that fails to comply with the API requirements included in this solicitation after
the period allowed for waiver requests has lapsed shah be deemed non-responsive to the
solicitation requirements.
. .2 -API waiver Requests
If The Contractor is unable to comply with the .PI s requirements as set forth in
this solicitation, the Contractor shall submit a request for a waiver or partial waiver
IT -3
Page 324 of 1201
Agenda Item #11. INSTRUCTIONS TO BIDDERS
at least seven business clays prior to the bid clue date as stated is the solicitation.
If the Contractor requests a waiver from are API requirement from the Office of Equal
Business Opportunity E G at least seven business days prior to the bid due date,
them the bid due date will be extended pending the outcome of a waiver request.
Additionally, if the waiver is greed,the solicitation will be amended accordingly and the
due date extended. After submission of a bid,if The Contractor,through no fault of its own,
is unable to meet the SBE participation specified in its bid, then The Contractor most
immediately seek substitute SBEs to falfill the requirements and obtain the approval of the
l G Director. If, after reasonable Good Faith Efforts, as defined below, the Contractor is
unable to find an acceptable substitute SBE, a post-bid opening waiver may he requested.
The request shall document the reasons for the Contractor's inability to meet the goal
requirement. In the event the Contractor is found not to have performed Good Faith Efforts,
as defined below, in its attempt to find a suitable substitute for the initial SBE proposed
utilization,one I or more of the penalties and sanctions as set forth in the EBO Ordinance
may be applied.
.3.3 - Good Faith Efforts
Such waiver request shall include specified documentation that demonstrates satisfactory
Good Faith Efforts, as defied below, were undertaken by The Contractor to comply with
the requirements as described under the selected API.The Good Faith Effort weer request
with instructions for submission to the OE , is located on the E G website at
https-. discover. be ov.org oebo Pages/Compliance-Progr .ms.a.sp . The OEBO shall
review a waiver request within seven 7 business days of receipt. The bid due date will be
extended during this review period. If the OEBO determines that adequate Good Faith
Efforts,as defined below,have been demonstrated by the Contractor to warrant a partial or
total waiver of the A. , then the solicitation shall be amended accordingly to reflect the
partial or total waiver, and any bids received by the Department in the interim shall be
reed unopened. The amended solicitation shall then be advertised to all prospective
Bidders and the bid due dated extended. However, if the OEBO determines that.the Bidder
failed to submit documentation sufficient to demonstrate that Good Faith Efforts, as
defined below, were undertaken by the Bidder to support its waiver or partial waiver
request, the request for waiver or partial waiver shall be denied, and the solicitation shall
remain unchanged. In the event of are adverse waiver or partial waiver request decision,the
Bidder shall have the right to request reconsideration of the adverse decision by the
Director OEBO, and if still aggrieved, shall be subsequently entitled to the process for an
appeal to a Special Master as referenced in Section .- o. b of the EBO Ordinance.
The solicitation due date shall be extended pending the OEBO Director's reconsideration
and Special Taster appeal process, if requested.
.3.4 - Documentation Required for Good Faith Efforts
ITB-4
Page 325 of 1201
. Agenda Item #11 0
INSTRUCTIONS TO BIDDERS
Documentation means documentation of the Bidder's intent to comply with the applicable
AP s , including, but not limited to, the following:
documentation as stated in the solicitation reflecting the Bidder's commitment to
comply with SBE goals as established by the OEBO for a particular contract; or
documentation of efforts made toward achieving EBO program goals
o solicitations of bids/proposals/qualification statements from all qualified
SBE firms listed in the E 's directory of certified SBE firms;
o correspondence from qualified SBE firms documenting their unavailability
to perform SBE contracts;
o documentation of efforts to subdivide work into smaller quantities for
subcontracting purposes to enhance opportunities for SBE firms;
o documentation of a Prime Contractor's posting of a bond covering the work
of SBE subcontractors;
o documentation of efforts to assist SBE firms with obtaining financing,
bonding or insurance required by the Bidder; and
o documentation of consultations with trade associations and contractors that
represent the interests of SBEs in order to identify qualified and available
SBE subcontractors.
Scoring of Good Faith Efforts documentation and administrative determinations regarding
the adequacy of such Good Faith Efforts is the responsibility of the OEBO.
.4 -Pro osal Submission Documentation
SBE bidders,proposing as pri e contractors, are advised that they must complete Schedule l and
Schedule 2, listing the work to be performed by their own workforce, as well as the work to be
performed by all subcontractors,including SBE subcontractors. Failure to include this information
on Schedule l will result in the participation by the SBE prime bidder's own workforce NOT being
counted towards meeting the SBE goal. This requirement applies even if the SBE bidder intends
to perform l 00%of the work with their own workforce.
.4.1 - SBE Participation. Bidder represents and warrants that Bidder will meet the SBE
participation percentages submitted in its bid with the subcontractors contained on
Schedules l and 2 and at the dollar values specified. Bidder agrees to provide any
additional information requested by the Department to substantiate participation.
.4. - Bidders are required to submit Schedules I and 2 with their bid in order to be
deemed responsive to this solicitation. Subcontractor documentation shall be submitted as
follows:
.4. .1 - Schedule 1 - List of Proposed Subcontractors
1T1 -
Page 326 of 1201
Agenda Item #11. INSTRUCTIONS TO BIDDERS
A eompIded Schedule I submitted by the prime shall list the names of all
subcontractors intended to be used in performance of the Contract,if awarded. The
total proposed percentage of SBE participation shall also be included on this form.
This schedule shall also be used f an SBE Contractor is performing all or any
portion of this Contract with their work force.
. . .2 - Schedule 2 -Letter of Intent
A completed S'ehedle 2 is a binding document between the Contractor and
subcontractor or any tier) and should be treated as such. The Schedule 2 shall
contain bolded language indicating that by signing the Schedule 2, both parties
recognize this Schedule as a binding document. Each Schedule 2 shall be properly
executed by the Contractor and by the proposed subcontractor. If the Contractor is
an SBE, a Schedule 2 shall be submitted to document work to be performed by its
workforce. All S s shall specify, in detail, the type of work they will perform
along with the dollar amount they will be compensated and/or percentage of w r1
they will perform. If any subcontractor intends to subcontract any portion of their
work, they are required to list the dollar amount and the name of the subcontractor
on this form. All named subcontractors on this form must also complete and submit
a separate Schedule 2. The Contractor may count toward its SBE goal second and
third tiered certified S E s ; provided that the Contractor submits a completed
Schedule 2 fornn for each SB .
A detailed quote or bid may be attached with a signed Schedule 2.
. .2.3—Schedule Submittals
. .2.3. - Failure to submit a properly executed Schedule I and Schedule
2 will result in a bid being rejected as non-responsive to the solicitation.
. .2. .2 - In the event of a conflict between Schedules i and 2 when
calculating S E participation,the information provided on Schedule 2 shall
have precedence.
6.4.2.3.3 - In the event of mathematical errors), the unit pace, if available,
shall prevail and the prune's total offer shall he corrected accordingly.
. .3 - The Department reserves the right to accept the use of a subcontractor or to reject
the selection of a particular subcontractor and to inspect all facilities of any subcontractors
in order to make a determination as to the capability of the subcontractor to perform
properly under this Contract.
ITB-
Page 327 of 1201
Agenda Item #11.
INSTRUCTIONS TO BIDDERS
.5 - SBE Certification
Only those fires certified by Palm Beach County at the time of bid submission shall be counted
toward the established SBE goals. Upon receipt of a completed application, IT TAKES UP TO
NINETY BUSINESS DAYS TO BECOME CERTIFIED AS AN SBE WITH PALM
BEACH COUNTY. It is the responsibility of the bidden to confirm the certification of any
proposed SBE; therefore, it is recommended that bidders visit the online vendor Directory at
https:Hdiscover.pbcgov.org/oebo/PagesNendor-D'irectory.aspx to verify SBE certification status.
Firms rust continue e to recertify during the life ofthe Contract as the Department may only count
toward the established goal, work performed by an SBE during the time their certification dates
are valid.
. - Counting SBE Participation
Once a business is determined to be an eligible SBE according to the County certification
procedures, the Contractor may count toward its goals only that portion of the total dollar value of
a contract perforrrred by the SBE. Prior to issuance of this solicitation, the total dollar value of a
contract will be determined by the Department by defining factors to be considered as value. Total
dollar value of retail contracts shall be determined by Gross Receipts, as defined in the EBO
Ordinance.
ce.
6,6.E -Certified SBE participation will only count toward the established goal in a business
category in which it does not exceed the size standard.
. . - The Contractor may count toward the established API a portion of the total dollar
value of a contract with a joint venture,based on the clearly defined portion of the work to
be performed by the certified SBE of the joint venture.
. . - The Contractor may y count toward the established API the entire expenditures for
materials and equipment purchased by are SBE subcontractor, provided that the SBE
subcontractor has the responsibility for the installation of the purchased materials and
equipment.
. . - The Contractor may count sixty,percent 0% of its expenditure to SBE suppliers
distributors that are not manufacturers toward the established goal.
. . - `the Contractor may count toward the established goal, second and third tiered
certified SB s, provided that the prune submits a completed Schedule 2 form for each
SBE.
Page 328 of 1201
Agenda Item #11. INSTRUCTIONS TO BIDDERS
. . - The Contractor may count the entire expenditure to an SE manufacturer toward
the established goal i.e., a supplier/distributor that produces goods from raw materials or
substantially alters the goods before resale).
. .7- The Contractor may only count towards the established goal the goods a .d services
4
in which the SBE subcontractor is certified and perf'or s with their work force.
. -Res o slbllities After Contract Award
.7. . - Schedule 3-Subcontractor Activity Form
The Contractor shall submit a completed Activity Report form (Schedule with each
invoice, or payment application when any subcontractor has provided services during the
period in which the Prime 's requesting payment. This forte shall contain the names of all
subcontractors, and specify the contracted dollar amount; approved change orders;revised
contract amount; amount drams this period; amount drawn to date; and payments to date
issued to all subcontractors with the starting date.
. . -Schedule -Payment Certification Form
A fully executed Schedule 4 shall be submitted for each subcontractor after receipt of
payment from the Contractor. The Contractor shall submit this form with each payment
application or invoice submitted to the Department when the Department has paid the
Contractor on the previous payment application for services provided by a subcontractor.
If any subcontractor intends to disburse ids associated with this payment to another
subcontractor for labor provided on this Contract, the amount and name of the
subcontractor shall be listed on this form. All named subcontractors on this form rust also
complete and submit a separate Schedule 4 after receipt of payment. If the Contractor is a
certified SE, a Schedule 4 shall be submitted to reflect the amount of payment retained
by the Contractor for services performed by its own workforce. All bidders hereby agree
and assure that they will meet the SBE participation percentages submitted in their
respective bids with the subcontractors contained on Schedules I and 2 and at the dollar
values specified. Respondents or bidders agree to provide any additional information
requested by the Department to substantiate participation.
.7.3 -The sacessfl Contractor shall submit a Subcontractor,Activity Form(Schedule 3)
and Payment Certification Forms (Schedule 4) with each payment application or as
otherwise required by E . Failure to provide these forms may result in a delay in
processing payment or disapproval of the invoice until they are submitted. The
Subcontractor Activity Form (Schedule is to be filled out by the Contractor and the
Payment Certification Forms(Schedule are to be executed by the subcontractor to ve fy
receipt of payment.
ITB-
Page 329 of 1201
Agenda Item #11.
INSTRUCTIONS TO BIDDERS
6.7. - Upon letter notification by the Department that the EBO payment portal/tracking
system is available for use, the Contractor is required to input all subcontractor payment
information directly into the EBO payment portal prior to submitting a payment
application.
6.7. - Post Proposal Waiver Request. After submission of a bid, if Bidder, through no
fault of its ow , is tenable to meet the S E participation specified in its bid, them Bidder
must immediately seek substitute S Es to fulfill the requirements and obtain the approval
of the EBO Director. If, after reasonable Good Faith Efforts, the Bidder is unable to find
an acceptable substitute SE, a post-bid opening waiver may be requested. The request
shall document the reasons for the Bidder's inability to meet the goal requirement. In the
evert the Bidder is found not to have performed Good Faith Efforts in its attempt to find a
suitable a substitute for the initial SE proposed utilization,one 1 or more of the penalties
and sanctions as set forth herein may be imposed by the EEO Office.
6.7.6-Change orders and Modifications. If the Department's issuance of an altercate or
charge order on a project results in changes in the scope of Work to be performed by a
SE subcontractor listed at bid opening,the Contractor must submit a modified,completed
and signed Schedule 2 that specifies the revised scope of Work to be performed by the
S E along with the price and for percentage,
6.8- SBE bstitu -Contractor must notify the Office of EB 0 of charges in SE utilization
and get prior approval for any substitutions.
If a subcontractor fails to perform or male progress,as required by this Contract,and it is necessary
to replace the subcontractor to complete the work in a timely fashion,the Contractor shall promptly
do so, subject to acceptance of the new subcontractor by the Department,
6. .1. - After Contract award, the Contractor will only be permitted to substitute a certified
SI E that is unwilling or unable to perform. The Contractor will only be permitted to
modify the scope of work or price of an SBE listed at bid opening or date/time for
submission of the response to the solicitation as a result of the f epartment"s issuance of are
amendment, alternate or change orders on a project. Substitutions shall be done with like
certified S Es in order to maintain the participation percentages submitted with the bid.
6. .2 - All requests for modifications or substitutions shall be submitted to the
Department's Office of EBO on the EBO Request for S E Substitution Modification
Removal Fenn for review. Upon receiving an approval for substitution, the Contractor
shall submit a completed and signed Schedule 2 for the new S E; the new S E shall
Tk -
Page 330 of 1201
Agenda Item #11. INSTRUCTIONS TO BIDDERS
specify the type of work to be performed, and the dollar amount and/or percentage shall
also be specified upon receiving approval for modification tion or substitution.A detailed quote
or bid may be attached with a properly executed Schedule 2..
. -EBo PrLDgram Compliance-Penalties
. .1 -Under the EBO Ordinance,,the OEB 0 is required to implement and monitor SBE utilization
during the term of any contract resulting from this solicitation. It is theDepartment's policy that
SBEs shall have the maximum feasible opportunity to participate in the performance of palm
Beach County contracts.All Bidders are required to comply With the EBO Ordinance and shall be
expected to comply with the Alp s applicable to this solicitation, as well as the SBE utilization
proposed by a Bidder in its proposal,which utilization plan forms a part of any resulting Contract.
. .2 — The Office of EBO has the right to review Contractor's records and interview
Subcontractors. The Director of the OEBO or designee may require such reports,infortnatio ,and
documentation from the Bidder as are reasonably ly necessary to determine compliance with the EBO
Ordinance requirements.
. . . -Non-compliance with the EBO Ordinance rust be corrected within fifteen 5 days
of notice of non-compliance.
. .2. - If the Contractor goes not resolve the non-compliance compliance within fifteen 1 calendar
days of receipt of written notice of non-compliance, then upon recommendation of sanctions
y the Director of EBO or designee in consultation with the Department regarding the failure
of a contractor, vender, respondent or Bidder or other business representative to comply with
any portion of the EBO Ordinance, the director of the EBO or designee (for purposes of
imposing penalties,the Purchasing Director shall serve as the EBO designee)may impose any
or all of the following penalties on the non-complying per' any or all of the following
penalties:
e Suspension of Contract;
• Withholding of hands;
Termination of Contract based upon a material breach of Contract pertaining to EBO
Program compliance;
Suspension or Debarment of a respondent or bidder,contractor or other Business entity
from eligibility for providing goods or services to the Department for a period not to
exceed three 3 years; and
Liquidated damages equal to the difference in dollar value of SBE participation as
cow*tted to in the Contract, and the dollar value of SBE participation as actually
achieved,, if applicable.
6.10—Payments to Subcontractors
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Page 331 of 1201
Agenda Item #11.
INSTRUCTIONS TO BIDDERS
.1 .1 - Contractor shall pay subcontractors undisputed amounts within tern 10 days after
Department pays the Contractor. In the event of a disputed invoice, the Contractor shall send the
subcontractor(s) and Department a written notice of the dispute within five days after receipt
of the subject invoice.
.1 .2 - The Contractor agrees to pay its subcontractors in compliance with the Florida Prompt
Payment Act. In the event Contractor fails to comply with payments(s) to its subcontractors in
accordance with the Florida prompt Payment Act, Contractor shall he subject to any and all
penalties and sanctions available under the terms of the EBO Program, its contract with the
Department, or any other applicable law.
7. INCENTIVES
7. . Apprentice Incentive
Palm Beach County offers an Apprentice Incentive payment to a contractor who actually
expends a minimum imum of $25,000 (including subcontractors) in payroll costs on apprentice
wages. For purposes of this section, `apprentice" means any person who is participating in a
Florida Department of Education registered apprenticeship program.
Upon completion of the Contract, Contractor may apply for the payment which will be added
to the Contract by change order. If the County determines that the Contractor complied with
the requirements ents f this section, it will reimburse the contractor 20% of its apprentice wages
(including payroll taxes, costs, and benefits) up to a maximum reimbursement o 1 0, 0 .
The request must be submitted no later than 4 5 days after Substantial Completion of the prof ect.
For projects with construction costs of $20,000,000 or greater, the threshold amount of
expenditures for apprentices which must be paid to qualify for the incentive shall increase to
$50,000 and the maximum reimbursement payment to $200,000.
o be eligible for the Apprenticeship Incentive payment,the apprentice employer(through the
Contractor) must provide the following documentation: apprentice a e(s), contact
information,, the apprentice Registered Apprenticeship Partners Information Data System
(RAPIDS) Registration number, certification from the apprentice program that the employee
was in good standing during the time on the project, registered trade, and certified payroll for
the apprentice hours worked on the project.
The Contractor is rewired to forward all documentation, assembled and submitted by the
apprentice employer in accordance with the above paragraph, to the County for review and
disposition. Any incentive that the County approves shall be provided to the apprentice
employer in full.
7.2 Glades Resident Incentive
IT -11
Page 332 of 1201
Agenda Item #11.
]INSTRUCTIONS TO BIDDERS
Palm Beach County offers are hicentiye Payment to any contractor (and subcontractors) who
hires a new employee that is a resident of the Glades area for work on County contracts(Glades
Employee). For purposes of this section, "resident of the Glades area" means any person
whose legal residence is located in the Glades area as defined in the Palm Beach County Focal
Preference Ordinance.
To be eligible for the Incentive Payment, the employee must be a full-time employee of the
Contractor for a minimum of 3 weeks on this project and cannot have worked for the Contractor
claiming the Glades Employee as a new hire for 90 days prior to tluis project. within 5 days
of the Contractor hiring and the Glades Employee reporting to work at the project site,
Contractor must provide the following documentation (Hiring Certification): Glades
Employee name, contact information including legal residence, copy of driver's license or
other proof of residence, hire date, start elate at project site, and trade. Both the Glades
Employee and employer must sign the Miring Certification with signatures notarized.
The County has the right, but not the obligation,to conduct unannounced field interviews with
the Glades Employee to ensure compliance with the requirements ofthis Section.
Upon completion of the Contract, Contractor may apply for the Incentive payment which will
be added to the Contract by change order. The documentation(Incentive Certification)required
includes resubmitting of the Hiring Certification along with the employment end date or last
day on the j obsite (whichever is earlier),a certified payroll for the hours worked on the project,
and employee wages and benefits paid. The Incentive Certification must be signed by both
the Glades Employee and employer with both signatures notarized. No markup will be allowed
either by the General Contractor or a subcontractor.
If the County determines that the Contractor complied with the requirements of this section, it
will reimburse the Contractor % of the new employees wages (including payroll taxes,
costs, and benefits) up to a maximum reimbursement of $100,000. The request must be
submitted no later than 45 days after Substantial Completion of the project.
A Contractor can only claim the Incentive Payment once for each Glades Employee within a
rolling twelve 12 month period, but the incentive can be claimed across multiple County
contracts.
It is a Contract requirement of the Contractor that any reimbursement requested by a subcontractor
under this Section be processed by the Contractor to the County for review.
.VSS REGISTRATION R UIR I : Prior to Contract award or renewal(Award),Contractor
must register; in the County's Vendor Self Service VSS at
httvs://pbcvssp.pbc.gov/vssprd/Advantage4. If Contractor intends to use subcontractors,
Contractor must also ensure that all subcontractors are registered as vendors in VSS prior to
Contract Award. All subcontractor agreements must include a contractual provision requiring that
the subcontractor register in VSS. County will not finalize Contract Award until Contractor has
certified that the Contractor and all of its subcontractors are registered in VSS.
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Page 333 of 1201
Agenda Item #11.
INSTRUCTIONS To BIDDERS
.POSTING OF BED TABUIAIIONS AND AWAM RECOMMENDATION N: Bid tabulations and
Notification from Owner, with recommended awards', will be posted at the location where bids
were opened, for review by interested parties prior to submission through the appropriate approval
process to the Board of County Commissioners for approval of award, and will remain posted for
a period of five business days. After posting}any actual or prospective bidder of proposer who
is aggrieved in connection with the pending award or other element of the process leading to the
award of a contract may protest to the Director of Procurement. The protest shall be submitted
within five 5 business days after posting of the award recommendation. The protest must be in
writing and must identify the protestor and the solicitation and shall include a factual summary of
the basis of the protest t and shall include a protest bond in the amount of: 1 one thousand five
hundred dollars $1, .0 for soli citations less than one million dollars $1, , 0 . : 2
three thousand dollars .0 for solicitations one million dollars 1,00 , 0 . 0 to less than
five million dollars 5,0 ,000, ; or five thousand dollars $ ,00 .00 for solicitations five
million dollars $5 ,000.0 Or greater, which bond shall be remitted in the form of a money
order, certified ehee , a cashier's check, or a bare cheek payable to Palm Beach County. Such
protest is considered filed when it is received and date/tine stamped by the Department of
Procurement. The date/tine stamp of the Procurement Department shall control when determining
whether the protest was received by the Director of Procurement within the time frame specified
for the notice ofprotest. Neither the Director of Procurement nor- a special master shall consider
any issue not submitted in writing within the tine frame specified for the notice of protest. Please
refer to Section -55, Balm Beach County Code, for more inform-i Lion on the County~s protest
process.
10. PROHMMON AGAINST CONSIDERING POLMCAL OR MEOLOGICAL
FVrERESYS IN GOVERNMENT CN'RCrING-P.S.27. 51: Bidders are hereby notified o
---- ■.,■■■u■■u■■uuu■uu■ou■■■■uounoiwonr
the provisions of section 2 8 7.05 701,Florida Statutes,as amended,that the County w111 not request
documentation of or consider a Bidder's social,political,or ideological interests when determining
if the Bidder is a responsible Bidder. Bidders are further notified that the Co ty's governing body
may not give preference to a Bidder based on the Bidder's social,political, or ideological interests,
r
ITS 1 3
Page 334 of 1201
Agenda Item #11. SPECUL PROVISIONS
1. Continuing Services Contract 33. Clearing and fibbing
2. Award 34. Subsoil Excavation
. Expiration/Extension 35. Embankment
. Method of Ordering (Work Orders) 36. Premium for Conflict Conditions
5. Prosecution of the Work 3 . Pipe Culverts
. Commercial Iron-Discrimination 3 . Pipe Culverts Story Sewer
7. P C Office of the Inspector General Pn F g and Cleaning)
8. Public Entity Crimes 39. Store Severer System Pipe Plugs
9. Chapter 11 , F.S. Public Records 40. Final Pipe Inspection
10. Subletting or Assigning Contracts 41. video Report
11. Non-Collusion 42. Gravity Wall Construction
12. Conflict of Interest 43. Irrigation System within Restoration
13. E-Verify Agreement Areas
14. Counterparts 44. Color Treated and Stamped Concrete
5. Bond Waiver Program 45. Engraving of Curb Face
16. Additional Insured Parties 46. Guardrail & Special Safety Pipe Rail
17. Use of Patented Processes, Etc. 47. Planting Standards
18. Daily Reports 48. Resetting Fence
19. Price/Delivery/Acceptance 49. Record Drawings (Roadway)
20. Local Government Prompt Payment 50. Record Drawings and Doc (Bridge)
Act 51. Dynamic Load Vest Support
21. Basis of Payment 52. Project videos and Photographs
22. Utilities Contacts 53. Waiver of Jury Trial
3. Maintenance of Traffic 5 . Laves and venue; Remedies
24. School Zone 55. Night Work
5. Limits of Construction 5 . Additional Reporting
. Restoration Agreements 57. Detail for Installation of Median
27. Permit Completion Certifications Irrigation Sleeves for Thoroughfare
28. National Pollutant Discharge Roads
s
Elimination System (NPDES) 58. Supplemental Concrete at Drainage
. Construction Impacts to Bus Structure Top Detail
Operations 5 . Excavation Around Traffic Signal
. Regulated Substance Use 60. Liquid Asphalt Calculation Sheet
Requirements 61. Foreign.Gifts and Foreign Contracts
31. Unit Prices 62. Human Trafficking Affidavit
32. Contingent Items 63. Temporary Pavement Markings
S -
Page 335 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
L CONTINUING NG SERVICES CONSTRUCTION CONTRACT ON A WORK ORDER
BASIS: The intent of this Contract is to award a Contract to a Contractor(s) to perforn Work on
a Work order basis. Work Orders shall be issued on an"as needed' basis. See Special Provisions
for Method of Ordering Work. The line items in the Proposal pages are intended to set unit prices
for the Work orders. No Work Orders are guaranteed as part of this Contract. The total value o
Work orders issued under this Contract shall not exceed the amount listed on page C-1 of this
document, however,this may be increased by mutual agreement between the Contractor and Palm
Beach County via a Contract Amendment.
.AWARD: As the lest interest of the Board of County Commissioners may require, the right is
reserved to make a ar on an item-ley-item basis,or an all-or-none basis. See General Provision
3-2.1.
I XP RAT oN XTENSION: The Contract expires eighteen 1 months from the date of
Board approval. The Contract period may he extended for a defined period of time, not to exceed
thirty-six 3 months total Contract Time.
Option for extension and other Contract deviations will only be exercised upon mutual written
agreement through a Contract Amendment, while adhering to all other original ten , conditions
and unit prices of the Contract.
The effective date of a Work Order is the date of the Department's execution of the Work Order.
The Department may execute a new Work order at any time during the term of the Contract.
Contractor shall complete all work pursuant to the Work Order, as may be amended or
supplemented. Work Orders may be supplemented as necessary prior to heir completion provided
that the supplement scope is directly related to the scope of work 1n the Work Order. Work orders
do not expire with this Contract.
.METHOD OF ORDERING (WORK ORDER$ : The Department s will issue work Orders
on an `{as needed"' basis. The Department has no obligation to issue any Work under this Contract
to any Contractor. All terms and conditions ofthe Bid are applicable. The individual Work Orders
will specify the Work to be perfonned, its location, a not-to-exceed cost (based-on the Contract
unit prices), and a schedule for performance. The Contractor will he sent a Work [order for
signature. Within five Working Days of receipt, the Contractor shall sign and return the Wort
Orden along with all applicable OEBO schedules. Them each Work order will be executed(signed)
her the authorized Department representative and notice to commence will he sent to the
Contractor. If the Contractor fails to sign the Work Order within the required time,the Fork Order
will he signed by only the authorized Department representative and will serve as the fully
executed Work Order and notice to commence will be seat to the Contractor. The Contractor's
failure to sign a Work Order within five Working Days does not prevent execution of the Work
Order (which is solely by signature of the authorized Department representative), and all Work
Orders must be performed upon notice to commence.
S -2
Page 336 of 1201
Agenda Item #11. SPECIAL PROVISIONS
Upon completion of the Work Order task,the Contractor will submit an individual invoice,a copy
of the original Work Order, the appropriately completed SBE participation forns referenced in
Item 7 of the SBE Program section of this Contract,a Contractor's affidavit,and consent of Surety.
Contractor shall comply will all requirements In the Contract Documents for obtaining final
payment. Final payment of a Work Order does not terminate the Contract or extinguish the
Surety's obligations under the Contract.
The Contractor will receive progress payments based on submitted invoices. The payment amount
will be based on the Work done and accepted. No retmnage is withheld.
5.PROSECUTION OF THE FORK: The Contractor will be required to maintain within Palm
Beach County, at all times while this Contract is in effect, the Equipment necessary to properly
carry out the provisions of these Specifications. After receiving notice to commence with the
Work for a particular Work Order, the Contractor shall commence promptly win five 5
Working Days. The Contractor shall efficiently prosecute the Work with adequate personnel and
Equipment until completion, which shall be within 30 Calendar Days, or as specified in the Work
Order. Failure to comply with either time requirement shall result in Liquidated Damages,assessed
n a Work Order basis and in the amounts shown in Section - 0.2 of the Standard Specifications.
. COMMERCIAL NON-DISCRIMINATION: The County is committed to assuring equal
opportunity in the award of contracts and complies with all laws prohibiting discrimination.
Pursuant to Palm Beach County Resolution R2 25-07 8, as may be amended, the Contractor
warrants and represent that throughout the term of the Contract, including any renewals thereof, if
applicable, all of its employees are treated equally during employment without regard to rake,
color, religion, disability, sex, age, national origin, ancestry, marital status, familial status, sexual
orientation,or genetic information. Failure to meet this requirement shall be considered default of
the Contract,
The Contractor represents and warrants that it will comply with the County's Commercial
Nondiscrimination Policy described In Resolution R2 5-07 8, as amended. As part of such
compliance, the Contractor shall not discriminate on the basis of race, color, national origin,
religion, ancestry, sex, age, marital status, familial status, sexual orientation, disability, or genetic
infornnation in the solicitation, selection, hire or commercial treatment of subcontractors,
}vendors, suppliers, or commercial customers, nor shad the Contractor retaliate against any person
for reporting instances of such discrimination.. The Contractor shad provide equal opportunity for
subcontractors, vendors and suppliers to participate in all of its public sector and private sector
subcontracting and supply opportunities, provided that nothing contained in this clause shall
prohibit or limit otherwise lawful efforts to remedy the effects of marketplace discrimination that
have occurred or are occurring 'in the County's relevant marketplace in palm Beach County. The
Contractor understands and agrees that a material violation of this clause shall be considered a
material breach of any resulting contract and may result in termination of the contract,
disqualification or debarment of the Contractor from participating in County contracts, or other
sanctions. This clause is not enforceable by or for the benefit of, and creates no obligation to, any
third party.
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Page 337 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
All subcontractor agreements shall include this commercial non-discrimination clause.
7# PALM BEACH COUNTY [OFFICE OF THE INSPECTOR GENERAL: Palm Beach
County has established the Office of the Inspector General in Palm Beach County Code, Section
2- 21 — 2-440, as may be amended. The Inspector General's authority includes but is not limited
to the power to review past, present and proposed Department contracts, transactions., accounts
and records, to require the production of records, and to audit, investigate, monitor, and inspect
the activities of the Contractor, its officers, agents, employees, and lobbyists in order to ensure
compliance with Contract requirements and detect corruption and fraud.
Failure to cooperate with the Inspector general or interfering with or impeding any investigation
shall be in violation of Palm Beach County Code, Section - 1 2- 0, and punished pursuant
to Section. 125.69, Florida Statutes, in the same manner as a second degree misdemeanor.
PUBLIC ENTHY : In accordance with F.S. 287.133 2)(a),persons and affiliates who
have been placed on the convicted vendor list may not submit Bids, Contract with, or perform
work as a contractor,supplier,subcontractor or consultant)with any public entity i.e.Palm Beach
County) in excess of Twenty five Thousand dollars or such other amount as may be hereafter
established by the Florida.division of Purchasing in accordance with F.S. 287.017)for a period of
36 months from the date of being placed on the convicted vendor list.
s provided in F.S. 2 '.132-133, by entering into this Contract or performing any Work in
furtherance hereof, the Contractor certifies that it, its affiliates, suppliers, subcontractors and
consultants who will perform hereunder, have not been placed on the convicted vendor list
maintained by the State of Florida Department of l Management Services within the 36 months
immediately preceding the date hereof. This notice is required by F.S. 2 7-13 3 a .
The Contractor, Contractor's employees, or subcontractors of Contractor and employees of
subcontractors shall comply witb Palm Beach County Code, Section 2-3 71 - 2-3 77, the Palm
Beach County Criminal History Records Check Ordinance (Ordinance), for unescorted access to
critical facilities (Critical Facilities) or criminal justice information facilities (01 Facilities) a
identified in Resolutions R2013-1 70,R20 15-0 2 and R202 -O , as amended. The Contractor
is solely responsible for the financial, schedule, and/or staffing implications of this Ordinance.
Further, the Contractor acknowledges that its Contract price includes any and all direct or indirect
costs associated with compliance with this Ordinance, except for the applicable Ff IF I fees
that shall be paid by the Department.
This Contract may include sites and/or buildings which have been designated as either `critical
facilities" or "criminal justice information facilities' pursuant to the Ordinance and above
referenced Resolutions, as amended. Department staff representing the Department will contact
the Contractor(s)and provide specific instructions for meeting the requirements of this Ordinance.
Individuals passing the background check will be issued a badge. The Contractor shall make even
effort to collect the badges o its employees and its subcontractors' employees upon conclusion of
the Contract and return them to the Department. If the Contractor or its subcontractor(s)terminates
an employee who has been issued a badge,the Contractor must notify the Department within two
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Page 338 of 1201
Agenda Item #11.
SPECIAL P
(2) hours. At the time of termination, the Contractor shall retrieve the badge and shall return it to
the Department in a timely manner.
'fhe Department reserves the right to suspend the Contractor if the Contractor 1 does not comply
with the requirements of County Code Section 2- 1 -2-377, as amended; 2 does not contact the
Department regarding a terminated Contractor employee or subcontractor employee within the
stated time; or fails to make a good faith effort in attempting to comply With the badge retrieval
Policy.
. CRAFTER 119,F.S. PUBLIC RECORDS
Notwithstanding anything contained herein, as provided under Section 119.070 I, F.S., if the
Contractor: i provides a service; and ii acts on behalf of the Department as provided under
Section 119.011 F.S.,the Contractor shall comply with the requirements of Section 119.0701,
Florida Statutes, as it may be amended from time to time. The Contractor is specifically required
to.
I. Keep and maintain public records required by the Department to perforin services a
provided under this Contract.
. Upon request from theDepartment's Custodian of Public Records, provide the
Department with a copy of the requested records or allow the records to be
inspected or copied within a reasonable tie at a cost that does not exceed the cost
provided in Chapter 119 or as otherwise provided by law. The Contractor further
agrees that all fees, charges and expenses shall be determined in accordance with Palm
Beach County p 1 I CW- -002, Fees Associated With Public Records Requests, as it
may be amended or replaced from time to time.
. Ensure that public records that are exempt, or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law for the
duration of the Contract terms and following completion of the Contract, if the
Contractor does not transfer the records to the public agency.
. Upon completion of the Contract the Contractor shall transfer, at no cost to the
Department, all public records in possession of the Contractor unless notified by the
Department's representative/liaison,on behalfofthe Department's Custodian of Public
Records, to keep and maintain public records required by the Department to perform
the service. If the Contractor transfers all public records to the Department upon
completion of the Contract, the Contractor shall destroy any duplicate public records
that are exempt, or confidential and exempt from. public records disclosure
requirements. If the Contractor keeps and maintains public records upon completion
of the Contract,, the Contractor shall meet all applicable requirements for retaining
public records. All records stored electronically by the Contractor must be provided to
the Department, upon request of the Department's Custodian of Public Records, in a
format that is compatible with the information technology systems of the Department,
at no cost to the Department.
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Page 339 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
Failure of the Contractor to comply with the requirements of this Article sell be a material breach
of tills Contract. The Department shall have the right to exercise any and all remedies available to
it, including but not limited to, the right to terminate for cause. Contractor acluiowledges that it
has farniIiari zed itself with the requirements of Chapter 119, F.S., and other requirements f State
law applicable to public records not specifically set forth herein.
IF THE CONTRACTOR HAS QUESTIONS REGARDING THE.
APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE
CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING
TO THIS CONTRACT9 PLEASE CONTACT THE CUSTODIAN OF
PUBLIC RECORDS AT:
Records Request, Palm Beach County Public Affairs Dept.
301 N. olive Avenue
West Palm Beach, FL 33401
By email at: RECORDSREQUEST ,.P C,GOV
or by Telephone at: 561-355-6680
10. SU L TTIl G OR ASSIGNING CONTRA: All awards wi 1 I be made with the understanding
that the Work awarded will be performed by the Contractor to whom the award is made, with the
assistance of workers, under the Contractor's immediate supervision, and the Contract shall not be
sublet, conveyed, transferred or assigned to another Contractor except with the consent of the
Department. In no event will the Contractor be released from responsibility. Contractor shall
perform not less than 40% of the total Contract amount with its own organization.
11. NON-COLLUSION: Bidder certifies that this Bid is made without prior understanding,
agreement, or connection with any corporation, firm or person submitting a Bid for the same
Materials, services, supplies,or Equipment and 1s in all respects fair and without collusion or fraud.
d.
Conviction for the eon nlssion of any fraud or act of collusion in connection with any sale, bid,
quotation, proposal or other act incident to doing business with Palm Beach County may result in
permanent debarment.
No premiums,rebates or gratuities permitted; either with,prior to or after any delivery of material
or provision of services. Any such violation may result in award cancellation, return of Materi ]s,
discontinuation of services, removal from the vendor bid lists , and/or debarment or suspension
from doing business with Palm Beach County.
12.CONFLICT OF INTEREST: The award is subject to the provisions of the applicable le Federal
laws, rules and regulations, the Florida Statutes and the Department's ordinances and resolutions.
All Bidders must disclose with their Bid the name of any officer, director, or agent of their firm
who is also an employee of the Department.
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Page 340 of 1201
Agenda Item #11. SPECIAL PROVISIONS
The Contractor represents that it presently has no interest and shall acquire no interest, either
direct or indirect, which would conflict in any manner with the performance of services required
hereunder, as provided for in Chapter 112, Part 111,Florida Statutes, and the Pali Beach County
Code of Ethics. The Contractor further represents that no person having any such conflict of
interest shall be employed for said performance of services.
The Contractor shall promptly notify the Departmenfs representative, in writing, by certified
nail, of all potential conflfets f interest of any prospective business association, interest or other
circumstance which may influence or appear to influence the Contractor's judgement or quality
of services being provided hereunder. Such written notification shall identify the prospective
business association, interest or circumstance, the nature of Work that the Contractor may
undertake and request an opinion of the Department as to whether the association, interest or
circumstance would, m the opinion of the Department, constitute a conflict of interest if entered
into by the Contractor, The Department agrees to notify the Contractor of its opinion by certified
ml within thirty (30) days of receipt of notification by the contractor. If, in the opinion of the
Department, the prospective business association, interest or circumstance would not constitute
a conflict of interest by the Contractor, the Department shall so state in the notification and the
Contractor shall, at its option, enter into said association, interest or circumstance and it shall be
deemed not in conflict of interest with respect to services provided to the Department. by the
Contractor under the tens of this Contract.
Further, all Bidders must disclose the name of any Department employee who ovens, directly or
indirectly, an interest of ten percent or more in the Bidder's firm or any of its branches.
3. -EIY: Contractor warrants and represents that it is in compliance with section 44 .09
Florida Statutes, as may be amended, and that it: 1 is registered with the -verify System
(E-
Verify.gov), and uses the -verify System to electronically verify the employment eligibility of
all newly hired workers;and has verified that all of Contractor's subcontractors performing the
duties and obligations of this Contract are registered with the -verify System, and use the
Verify System to electronically verify the employment eligibility of all newly hired workers.
Contractor shall obtain from each of its subcontractors an affidavit stating that the subcontractors
goes not employ, contract with,or subcontract with an L nauthor ed Alien, as that term is defined
in section 44 . 91 , Florida Statutes, as may be amended. Contractor shall maintain a copy
of any such affidavit from a subcontractors for, at a minimum,the duration of the subcontract and
any extension thereof. This provision shall not supersede any provision of this Contract which
requires a longer retention period.
The Department shall terminate this Contract if it has a good faith belief that Contractor has
knowingly violated Section 44 . 91 , Florida Statutes,as may be amended, Iftbe Department has
a good faith belief that Contractor's subcontractors has knowingly violated section 44 .09f ,
Florida Statutes, as may be amended, the Department shall notify Contractor to terminate its
contract with the subcontractors and Contractor shall immediately tern mate its contract with the
subcontractors. If the Department terminates this Contract pursuant to the above, Contractor shall
be barred from being awarded a future contract by the Department for a period of one 1 year
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Page 341 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
from the date on Wluoh this Contract Was terminated. In the event of such contract termination,
Contractor shall also be liable for any additional costs incurred by the Department as a result of
the termination,
14.COUNTERPARTS.: This Contract,including the exhibits referenced herein,may he executed
in one or more counterparts, all of Which shall constitute collectively but one and the sane
Contract. The Department may execute the Contract through electronic or manual means.
Contractor shall execute by manual means only, unless the Department provides otherwise.
15. BOND WAIVED PROGRAM:.A Bid Bond is not required for bids of less than $50,000 and
will he waived for all other bids f less than $200, i `tl idr is doing to participate in the
Bond Waiver Program, provided that the Bidder complies With Paln Beach County resolution
R89-1178 and With Palm Beach County Policies and Procedures relative to the Bond Waiver
Program CW-F- 1 . For lids with values between $50,000 and $200,000, the Bidder must
complete an affidavit entitled "Intent to Participate in Bond Waiver Program Bid Affidavit". r
provide a Bid Bond. Failure to provide a Bid Bond or complete and return this affidavit With the
Bid shall result in rejection of the Bid. For all contracts less than 2 0 0,00 0.the public Construction
Bond Will be Waived as Well, provided that the Bidder complies with Palm Beach County
Resolution R89-1178 and with Palm Beach County Policies and Procedures relative to the Bond
Waiver Program W-F- 16). Copies of the requirements of the Bond Waiver Program (CW-F-
016)can be found at the following Wehsite. c rsc •. C FIPP.Alt-Index.pd
f. The
forms for the Bond Waiver Pro rare can be found at
-11discov r.Pb cRoly.or• r ri?eerinlr-o cAil l r tionIP IB -Do cuments. and at
the end of this section.
SAP-
Page 342 of 1201
Agenda Item #11. SPECIAL PROVISIONS
INTENT To PARTICIPATE IN BOND WAIVER PROGRAM
BID AFFIDAVIT
Project Number:
If the Contractor intends on participating in the Bond Waiver Program, this form must be
completed in its entirety and returned with the Contractor's Bid.
A LTURE TO COMPLETE THIS FORM OR INCLUDE A BID BOAD TOR PROJECTS
WITH VA UES BE T WEEN ,0 0 0 AND 2 0 0.9 0 0 0, SHALL RESU "IN REJEC TION OF
THE BID.
(Bidder)hereby states that it intends on participating
n the Bead Waiver Program as described in Palm Beach County resolution R89-1178 and Palm
Beach Counter Policies and Procedures.
Contractor Signature
Title
STATE OF
COUNTY OF
The foregoing instrument was acknowledged before me by means of❑ physical presence or ❑
online notarization,, this day of 20
by (name)as (title) for
(firm), on behalf of the (choose one)corporation company partnership, who is ❑
personally known to me or has produced (type of identification)as identification.
Notary Signature
Notary Public, State of
(Stamp/Seal)
Print Notary Name
Commission Number
My Commission Expires
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Page 343 of 1201
Agenda Item #11. SPECIAL PROVISIONS
16.ADDITIONAL INSURED PARTIES: The Contractor performing the construction for Mtn
Beach County (County) shall be required to carry and furnish insurance coverage, in accordance
with General Provision Section -l 3, "Insurance Required",naming County as additional insured
on the Certificate of Insurance 'err s , which shall reference the Project Limits and the Project
Number, and shall read: "Palm Beach Coun1y. Board of Counly Conums lone s a Political
Subdivision of the State of Florida its Officers Emnloyees andAgents".
Where the limits of Work for this Department project impact the rights-of-way of other agencies
e.g., Florida Department of Transportation I T ; South Florida 'Water Management District
(SFWMD);Lake Worth Drainage District LVVIDf ;and other agencies as applicable),said parties
shall also be named as"ADDITIONAL INSURED".either on the same form or on separate forms.
The Contractor shall coordinate all Work within the rights-of-way and air fights-of-way, as they
apply, through the Engineer. Also, the Contractor shall notify the County and the agencies, as
required in the Contract Documents or within a reasonable time frame prior to the start of any
Work within said Right-of-Way,to allow for appropriate accommodations by the agencies.
17, USE of PATENTED PROCESSES,ETA'.: The basis on which a Contract will be awarded
will be the bid prices. Prices shall include all charges for the use of patent processes, Materials or
methods, and for all other similar incidental charges not expressly provided for in these Contract
Documents.
1 . 1 DAILY REPORTS: The Contractor shall keep daily reports of all personnel and Equipment
on the project for review by the Department for the entire Contract Time.
19, PRICE/DELIVERY/ACCEPTANCE: Price quoted must be the price for new merchandise
and face from defects. Any Bids containing modifying or "escalator" clauses will not be
considered unless specifically requested in the Bid Specifications.
Deliveries of all items shall be made as soon as possible, Deliveries resulting from this Bid are
to be made during the normal working hours of the Department. Time is of the essence and
the B idder's delivery date must be spec*f ied and adhered to. Should the Bidder,to whom the order
or Contract is awarded, fail to deliver on or before his/her stated date,the Department reserves the
right to CANCEL the order or Contract and male the purchase elsewhere. The successful
Bidder(s) shall be responsible for making any and all claims against carriers for missing or
damaged items.
Delivered items will not be considered "accepted" until authorized agent for the Department has,
by inspection or test of such items, determined that they fully comply with Specifications.
The Board of County Commissioners may return, for fall credit, any item(s) received which fail
to meet the Department's performance standards.
r
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20. LOCAL GOVERNMENT" R 1 PT PAYMENT ACT: In accordance with the Local
Government Prompt Payment Act .S. 218.70, et seq), the Contractor 's hereby notified of the
following:
1. The Contractor will be notified at the Pre Construction Meeting the manner in which pay
requests are to be prepared and directed to the Department. For a pay request to be deemed
acceptable,the Contractor rust provide the following:
rt
Pay Request No. I
• OEBO Schedule 3
Pgy &Auest No. 2 and all others following, but not includigg the Final
OEBO Schedule
• OEBO Schedule 4
Disbursement of Previous Periodic Payments to Subcontractors
2. If the pay request and support data are not approved,the Contractor is required to submit new,
revised or missing information accordmg to the Department"s instructions. Otherwise, the
Contractor shall prepare and submit to Department a voice in accordance with the estimate,
as approved, In the event any dispute with respect to any payment or pay request cannot be
resolved between the Contractor and the Department, Contractor shall, in accordance with the
alternative dispute resolution requirements of Florida Statute section 218.76, demand in
writing a meeting with and review by the County Engineer. In place of the County Engineer,
the Deputy County Engineer may conduct the meeting and review. Such meeting and review
shall occur vithir forty-five 4 Working Bays of receipt by the Department of Contractor's
written demand. The County Engineer, or Deputy County Engineer, shall issue a written
decision on the dispute va*thin fifteen 5 Working Days of such meeting. This decision shall
be deemed theDepartment's final decision for the purposes of the Local Government Prompt
Payment.act.
Contractor must remit undisputed payment due for labor, services, or materials famished by
subcontractors and suppliers hired by the Contractor, within 10 days after the Contractor's
receipt of payment from the Department, pursuant to Section 218.70 et seq., Florida Statutes.
Contractor shall provide subcontractors and suppliers hired by Contractor with a written notice
f disputed invoice within 5 business days after receipt of invoice which clearly states the
reasons for the disputed invoice.
. A single list o Items (Punch List) required to reader the Work complete, satisfactory, and
acceptable will be prepared by the Department. Within 10 business days of the creation of
the Punch List in accordance with GP -1 .2, Contractor shall submit a payment request
for the remaining Contract balance, including all retai a e previously withheld by the
County, less are amount equal to 150 percent of the estimated cost to complete the items on
the Punch List (Punch List Retainer Amount), as provided by the Prompt Payment Act.
The payment request shall include documentation that the following have been completed:
SP-1 1
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Agenda Item #11.
SPECIAL PROVISIONS
1. OEBO Schedule
2. OEBO Schedule 4
3. Disbursement of Previous Periodic Payments to Subcontractors
4. Disbursement of Final Payment to Subcontractors
. Form 1
. Form 2 including Bonding Affidavit
. Record of Construction Matefials Affidavit
, Equal Business Opportunity E Final Participation Porn
. Release and Concurrence of Final Payment Amount
10. Form of Guarantee
Within 20 business days of creation of the Punch List, County shall pay the Contractor the
remaining Contract balance, less the Punch List Retainer Amount and less any amounts subject to
a good faith dispute, per Section 218.73 5 (8)(c). If the Contractor has not provided all of the
documentation required in SP 18, the County shall pay only the retalrra e previously withheld by
the County, less the Punch List Retainer Amount, and less any amounts subject to a good faith
dispute.
1. BASIS OF PAYMENT: Payment will be based on field measured quantities. No additional
payment will be made for any Wort which exceeds that called for in the Contract Documents.
, UTILITIES CONTACTS: Potential utility conflicts may vary with each Work site. Prior to
commencing Work, the Contractor shall visit the Work site and ascertain all site conditions,
including utilities. It shall be the Contractor's responsibility to avoid conflicts with existing
underground and overhead utilities and structures. Contractor shall contact the utility owners to
arrange for protection or adjustment of utilities as provided in Section 7.
The Contractor shall notify all utilities servicing the Work area at least 4 -hours prior to any
excavation so that underground utilities may be located. The Contractor has the responsibility to
contact Sunshine State One-Call of Florida, Inc. at 1- 00, 32-4770 to schedule marking
locations of the utilities which subscribe to their service. The Contractor shall also call -
3429 for Palm Beach County Water Utility locations and call 1 233-3900 for Palm Beach
County Traffic Control Utility locations,
The Contractor shall properly maintain and protect all utilities. The Contractor shall be responsible
for the cost to repair all damages to utilities caused by his operations.
The Contractor shall fully cooperate at all tines with the Owners of Utility Companies in order to
maintain the operation ofthe existing utilities with the least amount ofinterference and interruption
possible.
When utility installation adj ustments are included as part of the Proposal, all utility companies
(including Palm Beach County Water Utilities Dept.)reserve the right to accept or reject Bid items
on their part of Work and perform their work by their forces or other contracted forces.
SP-12
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Agenda Item #11. SPECIAL PROVISIONS
3. MAINTENANCE of TRAFFIC: Maintenance of Traffic (MOT) shall be considered
incidental to, and shall be included i*n, unit prices for the pay items. IT the Contractor and/or its
subcontractors do not perform the MOT and do not install and maintain those items covered under
MOB` according to the requirements ents of the standards, then Palm Beach County reserves the right
to reduce said item based on the pro rata performance as deterrnined by the Department on each
payment application or$1,000.00 per day, whichever is greater.
The Contractor shall assure compliance with FDOT Index 600 of the current Roadway and Traffic
Resign Standards. All references to " etern nations by engineer"will be the responsibility of the
Contractor, and shall be brought to the attention of the Department prior to Implementation. The
cost of complying with the stated standards shall be incidental to the MOT pay item. The
Contractor shall ensure that at no time will traffic (temporary or otherwise) be permitted over
installed exfiltration trenches.
MOT plans will not be approved until signal modification plans have been approved by the
Department.
Pedestrian MOT;
Pedestrian traffic must be maintained throughout the duration of construction unless otherwise
indicated.
All pedestrian detours for MOT to be pre-approved by the Department.
Existing pedestrian crossings shall not be eliminated without prior approval from the Department.
All projects that impact pedestrian traffic of any type shall include "pedestrian MOTS' in
accordance with the General provisions,the cost of which will be incidental to the MOT pay item.
Closures:
For any lane closures that extend into the peak hour(s) or any other lane closure time restriction
presented in the Contract Documents,the Contractor may he charged up to l,000.00 per lane per
boor.
Lights and flags are required n the first two oar ing signs in the series.
The Contractor shall not close any existing auxiliary traffic lanes cling construction at signalized
intersections. Entrances to schools, hospitals, high volume shopping centers, and residential
developments shall not be closed unless preapprovec by the Department.
Traffic Signal MOT:
The Contractor shall maintain existing traffic signal operations at all tunes.
Any traffic signal modifications necessary for the Wort must be approved by the Department.
Traffic signal modification requests must include a legible plan which clearly shows the signal
lead faces and their alignment with proposed traffic lanes and signal phasing. All traffic signal
modifications must comply with the MUTCD.
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Agenda Item #11.
SPECIAL PROVISIONS
Traffic signal heads must be aligned properly with traffic lanes and are adequate number of signal
heads must be provided for all lanes.
Prior to activating a new traffic signal or modifying/replacing an existing traffic signal the
Contractor shall confirm with the Department that all traffic lanes are operational. The Contractor
shall obtain Department approval prior to activating a traffic signal.
If traffic lanes are not operational when a new traffic signal is activated, the Contractor shall
modify the signal heads to align with the existing traffic lanes at the time of activation. When all
of the final traffic lanes are operational, the Contractor shall adjust the signal heads to align with
the final traffic lanes.
The Department will provide traffic signal timing details for the different phases of the Work.. The
Contractor shall notify the Department at least One week prior to any Work at signalized
intersections, For Traffic Signal topics the Department can be contacted at:
Palm Beach County Engineering Department
Traffic Division Timing Section
(561) 6 4-40 or 61 6 1-4 20
Any necessary signal timing changes made by the Contractor to address safety and/or operational
issues must be communicated to the Department within two boors.
Special
_ `
When traffic control devices are required for extended or overnight lane closures a change order
to add the lump sum pay item 'Special MOT' to the Work Order may be negotiated at the
Contractor's request. This pay item, if approved, would be negotiated separately for each Work
Order and its price will depend on the duration of the required MOT, and the quantity and types
of required traffic control devices.
4. SCHOOL ZONE
During the first and last weeks of the school year, no work may occur within a school zone.
. LIMITS OF CONSTRUCTION: The Contractor shall confine the construction of the
Roadway within the limits of the right of way unless the right of entry to adjacent properties has
been acquired by the Department at the time of construction.
. RESTORATION AGREEMENTS: Contractor is hereby notified that any construction
performed within Restoration Agreement RA areas shall be restored to a condition similar or
equal to that existing before such construction occurred, at no expense to the Department. prior
to disturbing the Restoration Agreement area, the Contractor shall stake the RA limits,
locate/document all improvements within the area, and submit this information to the Department,
prior to starting construction. Upon completion of the construction, the Engineer,, together with
the Contractor, shall conduct an inspection of the area to confirm that all improvements have been
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Agenda Item #11.
SPECIAL PROVISIONS
appropriately restored. Payment for all Work to complete the item shall be incidental to the cost
f the Project.
27. PERMIT COMPLETION CERTIFICATIONS: The Contractor is advised that this
Contract includes completing and executing all Construction Completion/Construction
Certifications as required by each permit included in the PER section of the Contract Documents.
The Contractor is responsible for retaining the services of a Professional Engineer, registered in
the State of Florida and qualified in the field of the required Work, to inspect the Work related t
Pen-nits , and certify in accordance with the instructions ofeach permit.
The Contractor shall submit two 2 originals of the completed and executed fonn to the
Department, along with the required "As-Built" information (to be obtained by the Contractor).
All costs associated with Permit Compliance Certifications, including obtaining and depleting
"'As-built" information are incidental to the Contract.
28. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PDES
COMPLIANCE: This Contract requires compliance with the I PDES General Permit. The
"`Florida Department of Environmental Protection NPDES Generic Permit For Storm water
Discharge from Barge and Small Construction Activities", dated February 2015, which contains
the description and requirements of the permit, is available at the following LRL:
h tp: i �ww.dep.stat .fi.usAii,at r st rmwater/npdes d es p.pdf
The MSWORD format of the St rrn ater Pollution Prevention Plan (SWPPP) template is
available at the following U L:
http://www.dep.state.fl.us/water/stormwater/npdes/SWPPP.htm
Notice of Intent and Notice of Termination forms are available on DEP's RL:
httl)*.//det).state.fl.us/water/stormwater/npdes/permits I rms.htm
The Contractor shall complete and submit the N01 and payment to DFP, and if discharging to the
County's MS4 f cility,provide a copy of the N 01 or the acknowledgement letter within 7 calendar
days to the Department htt s: floridad v water st miwater/c nt nt/construction-a tl it -
� . If a SWPPP is not included in the Contract Plans, or the Contractor chooses to prepare his
own SWPPP, the SWPPP template shall be utilized by the Contractor for developing the SWPPP
for the project. Any SWPPP prepared by the Contractor shall be submitted to the Department at
the Pre-Construction meeting for the project for approval by the Engineer.
Failure to sign any required documents or certification statements will be considered a default of
the Contract. Any soil disturbing activities performed without the required signed documents or
certification statements may be considered a violation of the DEP" Generic Pei mit.
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Agenda Item #11 0
SPECIAL PROVISIONS
All costs associated with obtaining and complying with the provisions of this permit and to all
federal, State and local storm water pollution prevention permits, rules, laws or ordinances,
including the implementation of the SWPPP for the project during construction are incidental to
the Contract. Also included is the cost of all construction erosion and pollution control measures
not covered under other specific pay items, the cost of perforrnir g and executing the joint
inspection and maintenance reports as shown in the SWPPP "Template"'), and the execution of
the Contractor Certification form of the Proposal pages. The Contractor Certification fora must
be signed and submitted with the Bid Proposal.
SITE DESCRIPTION
Project Name and Location: Pathway and Minor Continuing Services
Construction Contract
Palm Beach County, Florida
Palm Beach County Project No,: 2025055
Owner Marne and Address: Board of County Commissioners,
Palm Beach County
Roadway Production Division
2300 N. Jog Road
West Palm Beach, FL 33411
Work Description: TBD
Runoff Coefficient: T f
Site Area: TBD
Site Map: Location Map attached with SFWMD permit.
Sequence of Major Soil Disturbing Activities*
1. Paving
2. Drainage
3. Earthwork
Name of Receiving Bodies: TBD
29, CONSTRUCTION IMPACTS TO BUS OPERATIONS: Public Works and private
development construction activities often �pact Palm' ran bus operations and bus stops. Timely
communication and coordination with Palm Iran and other affected transit agencies during
preliminary project.
Plaming is essential in order to prevent potential conflicts. Contractors should make every effort
SP-I
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Agenda Item #11. SPECIAL PROVISIONS
to schedule their Work to minimize impacts and the duration of'impacts to transit operations and
riders.
Contractors should provide Patin Tran with the name and telephone contact of their construction
managers prior to the commencement of all construction projects affecting bus stops or 'Impacting
bus routes.
Contact palm Tran for coordination and review requirements 5 f 841-4246, 561 841-4223,
or 5 - 22 .
Maintenance of rider access to and from bus stops during construction is desirable. This 'issue
should be discussed at the Pre-Construction Meeting.
All Work shall conform to the requirements of the Americans with Disabilities Act ADA ,
including provisions for temporary access to and from bus stops.
If necessary, the Contractor shall work with Palm Trap to establish an approved temporary bus
stop location.
Contractor shall notify Palm Tran through pahn Beach County Construction Coordination
Division at least 10 Working Days 2 weeks) in advance of the start of construction,
modification of construction effort with transit impacts, and construction completion, so that
Palm Tran can advise its ricers.
• Contractor may not remove any bus stop signs,transit shelters,transit benches,or other related
transit infrastructure without prior Palm Tran authorization. Contractor may be asked to
remove existing bus stop signage or install temporary and permanent bus stop s gnage.
Typically, palm Tran will make arrangements to remove all other transit infrastructure. If
Palm Tran does not remove their facilities in a timely manner,these facilities may become part
of the clearing and grubbing.
0 Contractor is responsible for construction of an approved ADA accessible access to and from
bus stop boarding and alighting areas, when called for in the flans.
The cost for the above is incidental to the project.
3 . REGULATED SUBSTANCE USE RE i IREM 1 TTS
"Best Mana ement Practices" for the Construction Indust
A. The Contractor shall he responsible for assuring that each contractor or subcontractor
evaluates each site before construction is initiated to determine if any site conditions may
post particular problems for the handling of any Regulated Substances. For instance,
handling Regulated Substances in the proximity of grater Bodies or wetlands may be
improper.
. If any regulated substances are stored on the construction site during the construction
process, they shall be stored in a location and manner which will minimi a any possible
risk of release to the environment. Any Regulated Substances shall have constructed below
it an impervious containment system constructed of Materials of sufficient thickness,
density and composition that will prevent the discharge to the land,groundwater,or surface
waters, or any pollutant which may emanate from said storage container or containers.
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Agenda Item #11.
SPECIAL PROVISIONS
Each containment system shall be able to contain 15 0% of the contents of all storage
containers above the containment system.
C. Each Contractor shall familiarize themselves with the manufacturer's safety data sheet
supplied with each material containing a Regulated Substance and shall be familiar with
procedures required to contain and clean up any releases of the Regulated Substance. Any
tools or Equipment necessary to accomplish sane shall be available in case of a release.
D. Upon completion of construction, all unused and waste Regulated Substance are
containment systems shall be removed from the construction site by the responsible
contractor and shall be disposed of in a proper manner as prescribed by law.
31. UNIT PRICES: The Contractor is advised that the Contract is a unit price contract. As such,
the Bidder shall include all labor, Materials, transportation, Equipment, fuel, and all other items
necessary to complete the item of Work, in the unit price for the item. All items incidental to or
necessary for the completion of the bid item shall be included in the unit price for the item.
The Contractor shall also comply with to Section - .1 in relation to unit prices.
32, CONTINGENTITEMS: The Contractor shall not use contingent items to meet the EBO
goal(s)participation for the Contract. The SBE participation goals established for the Contract, a
specified in the Instructions to Bidders, shall include all pay items for the project, less the
contingency items. The use of contingent pay items shall only increase the SBE participation of
the Contract,over and above the required goals achieved by use of regular pay items.
33. CLEARING N GRUBBING; The Contractor is required to notify the owner of any
fences, irrigation systems or any items that lie within the Right-of-way,to give them the courtesy
to remove there before construction. The Contractor shall replace fences, shrubbery, sod, trees
and other vegetation within the limits of construction and outside the Right-of-Way to their
original condition, unless otherwise directed by the Engineer. Cost of which is incidental to
construction. All work associated with the re-establishment ardor temporary relocation of
mailboxes shall be done in accordance with Index no. 532 of the current FDOT Roadway and
Traffic Design Standards. Specific attention should be directed to coordination with the local
postmaster. Payment for all work required to establish each mailbox in the temporary and/or final
location, including any material required to construct the mailbox to current standards, shall be
included in the cost of clearing and grubbing,unless the Contract includes a pay item for the work.
34. SUBSOIL EXCAVATION., where muck, rock, clay, or other material within the limits of
the Roadway is unsuitable in its original position, excavate such material to the cross-sections
shown in the Plans or indicated by the Engineer,and baclfill with suitable material. Shape baclfill
material to the required cross-sections. where the removal of plastic soils below the finished
earthwork grade is required, meet a construction tolerance, from the limes shown in the flans a
the removal limits, of 0.2 feet in depth and±6 inches(each side) in width. Final payment for the
Subsoil Excavation, CY will be based on initial and final cross sections, and signed and sealed
quantity computations which are to be prepared by a Professional Land Surveyor or Professional
Engineer licensed in the State of Florida, and submitted to the Department nt for acceptance. Initial
SP- .
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Agenda Item #11.
SPECIAL PROVISIONS
cross sections shall be taken at 50 foot intervals, or as otherwise directed by the Engineer. When
the excavation of unsuitable material is completed to satisfy field conditions, and verified as such
by the Engineer, final cross sections shall be taken at 50 foot intervals, or as otherwise directed by
the Engineer. The cross sections shall show elevations at the appropriate break points and shall b
plotted. Quantity computations shall be prepared (using the Average End Area Method), and
submitted to the Engineer for acceptance. The Contractor is advised that no compensation will be
made for excavation below the depth required to satisfactorily remove the unsuitable material. The
cost for the cross sections and computations shall be incidental to the pay item, Subsoil Excavation,
CY Subsoil Excavation, CY, shad include the cost of embankment to replace the excavated
subsoil, labor, Materials, Equipment, fel, transportation and other related Work to complete the
pay stern.
35. EMBANKMENT: The quantity will be at the plan quantity compacted in place. Where
payment for embankment is not to be included M the payment for the excavation,and is to be paid
for on a cubic yard basis for the item of Embankment, the plan quantities to be paid for will be
calculated by the method of average end areas unless the Engineer determines that another method
of calculation will provide a more accurate result. The measurement will include only material
actually placed above the original ground line, within the lines and grades indicated the Plans
or directed by the Engineer. The length used in the computations will be the station-to-station
length actually constructed. The original ground sine used in the computations will be as
determined prior to placing of embankment, and no allowance will be made for subsidence of
material below the surface of the original ground. In no case will payment be made for material
allowed to run out of the embankment on a flatter slope than indicated on the cross-section. The
Contractor shall make his own estimate on the volume of material actually required to obtain the
compacted in-place pay section.
36, PREMIUM FOR CONFLICT CONDITION: The pay item is included for use when
conflicts are encountered;
"Premium for Conflict Condition" - when pay items for regular inlet manhole structures are
specified M the Proposal, and it becomes necessary to construct a `conflict structure', the
Contractor shad provide a unit price cost premium to cover the additional Work necessary to
convert the regular inlet manhole structure into a conflict structure.
The above item shall be paid for on an `EACH' basis and shall include the cost of all labor,
Materials,, Equipment, fuel,transportation, and other sterns necessary to complete the Work.
3 . PIPE CULVERTS
1. For Pipe Culverts not within the scope of a FDOT Permit or Construction Agreement,proposed
pipe material and size shall meet PIT Specifications, but is limited to:
• Reinforced Concrete
High Density Polyethylene except:
o Not permitted under Thoroughfare RoadnLay pavement.
SP-19 353 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
o Not permitted under pavement ent of Roadways providing immediate access to
coastal islands.
o Not permitted within the confines of a mechanically stabilized earth (MSE)
wall.
o Not permitted in locations where failure would jeopardize buildings adjacent to
the Right-of-way.
o The above restrictions include pipe locations taking into consideration the angle
of repose of soil under any sftuct re or the proposed pavement, incl ding
planned future widening.
• A-2000 Polyvinyl-cbl is e, except;
o Not permitted where the pipe will be exposed to direct sunlight.
o Not permitted when the manufacture date of the pipe to be installed exceeds
years.
• Corrugated Polypropylene.
Corrugated metal pipe may only be used as the last segment of pipe before discharging into
a lake or carnal when called for our the Plans.
Pipe diameter must match or exceed sizes shown in Plans;equivalent larger size pipes may
be required if proposed pipe n value exceeds 0.012. Contractor to supply the required
certif ie l testing and computations f`or pipe life (see F Drainage Manual), .11 i e
Culverts provided must meet or exceed 100 year design service life,
2. For pipe Culverts within the see e of a FDOT Permit or Construction Agreement, proposed
pipe material and size are limited to pipes approved by FDOT, exce t menu-reinforced concrete
pipe shall not be used. Pipe diameter must match or exceed sizes shown in Flans; equivalent
larger size pipes may be required if proposed pipe n value exceeds 0.012. Contractor to supply
the required certified testing and computations for pipe life(see FDOT Drainage Manual). All
pipe Culverts provided must meet or exceed l -year design service life.
38, PIPE CULVE TS STORM SEWER PUMPING AND CLEANINg)
New Storm Sewer System—
The Contractor is advised that this Contract includes "pumping-down" and "cleaning" of the new
storm sewer systems , as directed by the Engineer. The Contractor shall include the cost of all
labor, Materials, Equipment, transportation, fuel and all other items necessary to complete the
"pumping-down" and "cleaning" of the new systems . The Contractor shall remove the water
from the s sterns to allow for visual inspections for leaks, deficiencies and lamping. When
directed by the Engineer, the Contractor shall make all the necessary repairs to the new sterna
sever system(s)
Payment for this Work our the new storm sewer system(s) shall be incidental to the pay item for
the pipe.
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Agenda Item #11. SPECIAL PROVISIONS
Existing Storm Seer System
Also included as a pay item is "Pumping-down" of the "existing" stern sewer system(s)() (to the
lake/canal o tfall point, or as directed by the Engineer), and shall be paid on a lineal foot basis
under the pay item :
"Storm Sewer Pumping"(Exist.) 24"or less),
"Storm Sewer P r� � "(Exist.) (>24"to "),
"Storm Sever Pumping,
(Exist.) "
The item(s)shall also include all costs associated with the removal of the water from the system(s)
for visual inspection of leaks, deficiencies ardor lampg.
"Cleaning" of the existing storm system(s) is included as a contingent pay item and the Work
required under this item will be determined by the Engineer upon review of thesystem(s)after the
pumping phase,
The"cleaning" of the existing storm sewer system shall be paid on a lineal foot basis under the
pay item :
"Storm Sever Cleaning"(Exist.) 24"or less),
"Storm Sewer Cleaning" (Exist.) 24"te " ,
"Storm rm Sewer Clegg" (Exist.) "
At the semi-final inspection, the Contractor shall temporarily plug the systern s at structures,
outfall, or as otherwise directed by the Engineer, and pump the water out of the system to below
one third of the diameter of the pipe (from the invert), or as otherwise directed by the Engineer.
The Contractor and the Engineer shall visually inspect the system for leaks, deficiencies, an
lamping problems. If leaks, deficiencies and/oar tamping problems are discovered 'in the new pipe
system ,the Contractor shall make corrective repairs, as required, in accordance with Article
10.2 of the General Provisions of this specification, at no additional cost to the Department. If
leaks, deficiencies and/or larnping problems are discovered in the existing pipe ystem s , the
Contractor shall notify the Engineer, and the Engineer shall determine if the Contractor should
provide a cost proposal for the Work required to make the corrective repairs, in accordance with
Article -l 0. .
39. STORM SEWER SYSTEM PIPE PLUGS: The Contractor shall prepare, and subunit to the
Engineer for approval,a plan/sequence oft e plug locations for pumping down the stern system(s)
satisfactory to the Engineer. Upon completion of the storm pumping sequences, the Contractor
shall notify the Engineer 24 fours prior to removing any of the temporary plugs for the Engineer
to visually confirm/verify the removal of the pipe plug. Cost for the Plans and coordination of all
the Work required for the above shall be incidental to the cost of the storm sewer items of Work.
0, FINAL PIPE INSPECTION., Upon completion of placement of concrete pavement or the
placement of structural asphalt, but pricer to placement of asphalt friction course, de eater installed
pipe and provide the Engineer with a video recording schedule allowing for pipe videoing and
reports to be completed and submitted to the Department and reviewed prior to continuation of
pavement.
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Agenda Item #11. SPECIAL PROVISIONS
For pipe 48 inches or less in diameter, provide the Engineer a video DVD and report using low
barrel distortion video Equipment ent with laser profile technology,non-contact video micrometer and
associated software meeting the requirements outlined in Section 30- . .
The cost of the above Work shall be incidental to the related pay item for the pipe.
1.VIDEO REPORT; Provide a video report in accordance with Section 0-4. . . The cost.of
the above Work shall he incidental to the related pay item for the pipe.
2. GRAVITY WALL CONSTRUCTION: Unless otherwise directed, gravity walls are to be
constructed from "inside" the Right of Way no encroachment on private property). Any
construction methods accessary to satisfy this requirement shall be incidental to the cost of the
gravity wall.
3. IRRIGATION SYSTEM WITHIN RESTORATION AGREEMENT AREAS: The
Contractor, prior to start of construction, shall obtain as-built information of the irrigation
system(s) within restoration agreement areas, and catalogue related component information
ati
(manufacturer/part number/etc.) required to ensure appropriate replacement of the system and
components. The as-built information shall be submitted to the Department,, Construction
Coordination Division, and upon completion of the construction, the Contractor shall restore the
irrigation system and components to its original or better condition. Payment for all Work to
complete the item shall be incidental to the cost of the Project.
. COLOR TREATED AND STAMPED CONCRETE T The Contractor's
attention is directed to the pay item for `Color Treated and Stamped Concrete", S.Y. This item
which is proposed to be constructed in lieu of concrete traffic separators, as directed by the
Engineer, consists of cast-in-place concrete 5" between Type "F"' Curb and Cutter, having the
surface colored with a color hardener (equivalent to the products supplied by Wry. D. Adeiy,
Inc., 1 32- 3 , and with the surface textured or imprinted with a pattern as directed by the
Engineer),and then sealed with a color seal. The Contractor is responsible for assuring the curbing
is in no way discolored, damaged, marked, etc. by the application of the above.
Color Hardener.
Apply the dry hardener when the bleed water disappears and the floating process will not
disrupt the level of the surface.
Normally apply the dry hardener evenly in two separate hakes,using two-thirds of the material
for the first shale.
• Use wood floats or a power-troweling machine equipped with float blades to work the dry
hardener completely and thoroughly into the surface after each application.
• After floating the final shakes, hand or machine trowel the surface to a flat, uniform finish and
apply the specified texture. Apply anti wing release before imprinting with mat-type tools.
Coverage requirements may vary according to intended use and color. 90lbs. per I 00sq.ft. is
considered the median range.
Curing:
S -22
Page 356 of 1201
Agenda Item #11. SPECIAL PROVISIONS
• Use colored concrete sealer in the matching color to cure interior color hardened floors and
exte  r flat Wort , that will receive regular maintenance and re-coating.
Newly placed concrete should receive one thin finish coat of colored concrete sealer after
placement and after the required curing time of 14-28 days has been reached. Before
application of the finish coat,the moisture content of the concrete must be low enough so alkali
and other salts do not become trapped beneath the coating, causing discoloration or clouding,
thus the reason for the 14-28 day time franne.
The Fork is to be performed on the job site by trained and experienced workers.
The pay item "Color Treated and Stamped Concrete", SY, includes all labor, Equipment,
Materials, transportation, fuel and all other items incidental to or necessary for completing the
work.
The Contractor shall install a longitudinal " PVC (Schedule pipe at stamped concrete areas,
in accordance with the details for the "Irrigation Sleeves" as detailed in the Special Provisions).
This item shall be paid for under, "C"PVC Pipe(Schedule ", Lineal Feet, and shall include the
cost of all labor,Materials, Equipment, fuel,transportation, and other items necessary to complete
the Work.
. ENGRAVING OF CURB FACE: The Contractor is hereby notified that the names f the
roads shall be engraved on all quadrants of major intersections (two per quadrant), with four (4)
inch high black letters,having a depth of'one-half inch,and painted with a black.finish. Locations
shall be determined by the Engineer.
Samples of the engraving are available at the office of the Director, Construction Coordination
i rision, 2300 N.Jog Rd.,Smote W-57,Wei Palm Beach,Florida,33411-2745, Florida.
The cost for the pay item, "Engraving of Curb Face", EACH, shall include all labor, EquiIP went,
Materials, transportation, fuel and all other items incidental to or necessary for completing the
Work.
. GUARDRAIL AND SPECIAL SAFETY PIPE RAIL: At locations where sidewalks,
walkways,bike paths or other media for bicycle and/or pedestrian traffic are within ' of the back
of the guardrail post, the Contractor shall utilize `steel posts" and "special safety pipe rail" (2"
diameter) as shown in FT SEX 400.
Special rote: Trinity IndustriesET-plus system guardrails will not be allowed on Department
Proeets.
7, PLANTING STANDARDS
Mountable Curb and Uncurbed Median within Safe Sight Distance Triangle
SP-23
Page 357 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
OF ROADWAY
1 ' " (vertical clearance)
SMALL TREE DR PALM
(4'" (100mm) CALIPER BOTTOM OF CANOPY
OR LESS) 13'-6' (4.11M) WHERE
FCANOPY OVER HANGS
ROAD.
REQUIRED
CLEAR TRUNK
,4� (MEASURED TO
D TTOM OF
co CANOPY)
Aft
TOP OF GROUND COVER
VARIES GRASS STRIP, MULCH,
R PAVERS. (USE WEED
TREE SETBACK BARRIER WHEN MULCHED)
ALLOW FOR MATURE TRUNK CALJPER
' AS DEFINED BY THE AMERICAN'STANDARD
FOR NURSERY STOCK, AAN.
(SEE CLEAR ZONE CHART, PAGE 2 — 14)
OTHER ALTERNATIVES MAY BE USED
%MTH APPROVAL FROM THE COUNTY
ENGINEER ON A CASE BY CASE BASIS.
10-CAL—S-EC110f
Small trees and palms shall be used within mountable and uncurbed medians. Tree and palms that
are 4" in caliper- or less measured at 6" above grade shall be considered small and may be used
within the medians. The plant material within these areas shall be maintained so that they do not
overhang into the travel lane. Any portion of the tree that overhangs the travel lanes shall be
maintained with a 1 '-6" vertical clearance. Otherwise, no encroaehlrient will be permitted.
Canopy Clearance for Sidewalks and Bicycle Paths
Sidewalks should be maintained free of all growth. The bottom limbs of trees overhanging the
sidewalk should be at least 1 0' alcove the sidewalk,
wlien tree limbs extend over separate bike paths, they should be at least 10' above the bike path.
When they extend over designated or undesignated bike lanes within the roadway{, they must be at
least 14.4' above the pavement (see below).
SP- 4
Page 358 of 1201
Agenda Item #11. SPECIAL PROVISIONS
COPY TREE
CANOPY CUARANCE (SIN" OR
ABOVE PAVEMENT'
muL mm
. ' DACE
(4,4M AS SIDEWAIX
Magi
FIX
TRAVEL AN DXE
LANE
BIKE LAN : SEC0N
Roadside Clear Zone
The roadside clear zone is that area outside the traveled way, available for use by errant vehicles.
Vehicles frequently leave the traveled way ding avoidance maneuvers and due to loss of control
by the drive or due to the collisions with other vehicles. The pn*mary function of the clear zone is
to allow space and time for the driver to regain control of vehicle and avoid or reduce the
consequences of collision with roadside objects. This area also serves as an emergency refuge
location for disabled vehicles.
The width of the clear zone should be as vide as it is practicable. 'fhe minimum permitted widths
are given in the following table. These are minimum values only and should be increased
whenever feasible.
In rural areas it is desirable and frequently economically feasible, to substantially increase the
width of the clear zone. Were traffic volumes and speeds are high,the width should be increased.
The clear zone on the outside of horizons curves should be increased due to the high probability
of vehicles leaving the Roadway at a high angle.
S -25
Page 359 of 1201
Agenda Item #11 0
SPECIAL PROVISIONS
Minimum width of Clear Zone
Design Speed or Posted Speed (whichever isgreater)
0 mph
Type of h 40 mpb 45 mph 50 mpb 55 mph .arid
Facility above
Minimum Clear Zone
18 Arterials
1 'Arterials 14'Arterials 1 'Atterials and
'Local 'Local and Collectors and Collectors and Collectors Collectors
�0'Col � Collector Rural 10' oIlectors ADT 150 ADT 1500 ADT 150 ADT<1 500
1 'Arterials1 'Arterial 1 'Arterials 4'Arterials 'Arterials
'Arterials 1 'Arterials and Collectors and Collectors and Cotlec ors and
ADT>1500 ADT>1500 ADT>1500 Collectors
ADT>1500
Urban 41 4' 4' N/A N/A N/A
Urban Facilities clear zone is measured from face of curd D r P
Rural Facilities Use rural for urban facilities when no curb and gutter is resent. Treasured from
edge of throuab travel lane on rural section.
Curb and gutter not to be used on facilities with design speed> 45 mph.
ADT in the table above refers to design year ADT.
. RESETTING FENCE: The quantities to be paid for under this item shall be the lengthy i
feet ofreset fence including gates. The quantity of removed and reset fence deternlned,as provide
above, shall be paid for at the Contract unit Price Per linear foot for removed and reset fence. The
item includes the cast of removing and resetting any existing gates. The above price and payment
shall be full compensation for all the Work specified in this Section, including furnishing all the
required new hardware, additional posts and replacement of any material damaged by the
Contractor.
.RECORD DRAWINGS OAWAY : The Contractor shall note that this Contract includes
preparation of "Record Drawings"'. By definition, `Record Drawings"' shall he the electronic
information which reflects the as-built conditions of the project recorded at or about the time o
the Substantial Completion inspection. The as-built information and permitting forms shall be
prepared and certified i.e., signed and sealed) by a Professional Engineer or Land Surveyor
licensed in the State of Florida, as required by the project.
Theas-built inforr ation shall indicate at a minimum) the following:
All changes, additions or deletions to the original design documents.
Center ne h seline ties to section lines (including ties at PC and PT).
Stations/elevations/offsets at PC's, PT' ,,P 's,, low Points,high points, horizontal angle points.
Stations/elevations/offsets at edge-of-pavement P , top-of- curb and back-of-sidewalk, at
locations shown on the Plans, at a minimum.
t nor -curb inlets show state plane coordinates, station/offset/elevation to the toga-center of the
grate.
At curb inlets show the state plane coordinates, station/offset/elevation at EOP.
SP-26 360 of 1201
Agenda Item #11.
SPECIAL P
• At special and slotted structures-show the el e ti n s , dimensions.,and the invert of the weir;
the bleeders/orifices; and pipe inverts.
• At outfalls, show the state plane coordinates, station/offset/invert/diameter of pipe, structure
type and dimensions.
• The diameter, invert, shape, and material type of connecting pipes between all structures.
For Irrigation Sleeves - shove the state plane coordinates, station/offset/elevation for all end
caps, and the invert elevation at the end cap.
• At lakes obtain cross sections at 50 foot intervals, or as otherwise directed by the Engineer
(Top of Bark, Top of Slope, etc.).
• At bridges, show the low member elevation/station/offset.
• At end bents,, show station/offset/elevation at two corners to ensure proper offset location.
For "Begin and End" Bridge, indicate the stations/offsets/elevations at the respective points.
• All existing and proposed trees, show state plane coordinates, station offset to the approximate
center of the tree.
• All existing and proposed Irrigation wells and valve boxes, shove state plane coordinates,
station/offset to the top-center of the well and/or valve box.
All existing and proposed pull boxes, show state plane coordinates, station/offset to the top-
center of the box.
• All existing and proposed traffic control cabinets, show state plane coordinates, station/offset
to the center of the box.
The above infor cation shall be collected by survey, and the collected data shall be referenced on
the Micro Station .dgn design file of the project Micro Station Wgn) is the only acceptable
fo Triat . The electronic Micro Station .dgn files (arid pdf files of same) shall be submitted on
three CDs labeled with project information, one 1 sot of black line plans, and six sets of
signed and scaled black line flans, boldly marked in large print "RECORD DRAWINGS
ROADWAY". p F files shall be digitally or electronically signed and sealed In accordance with
either FAC 53-1 7.062 or FAC 61 G 1 -2 3.
The above information shall be submitted to the Department (Director, Construction
Coordination), for approval, prior to scheduling a final inspection.
The cost of the location survey,compilation reproduction conversion of electronic fibs,Plans,are
other information necessary to satisfy the above, shall be incidental to the cost of the items of
Work.
The Contractor shall review all permits for this project and the general/special conditions which
may call for "Record-Drawings' for a specific agency. The Contractor is responsible to satisfy
the permit requirements in accordance with that agency's policy, with the understanding that the
cost for said "Record-Drawings", shall be paid in accordance with F r-1.
50. RECORD DRAWINGS and DOCUMENTS BRIDGE
The Contractor- is advised that bridge structures are subject to FDOT load rating requirements and
shall tale all necessary steps to comply with these requirements. Sec FDOT Load rating Manual
(Topic No. - 1 - at https-://www.fdol.gov/maintenaiice/loadrating.slitm.
S - 7
Page 361 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
RECORD DRAWINGS (BRIDGE).
The Contractor shall rote that this Contract includes preparation of "Record Drawings". y
definition,, "Record Drawings" shall be the electronic information which reflects the as-built
conditions of the project recorded at or about the time of the Substantial Completion inspection.
The as-built information and permitting forms shall be prepared and certified i.e., signed and
sealed) by a Professional Engineer or Land Surveyor licensed in the State of Florida, as required
by the project.
The as-built i forr ation shall indicate at a minimum)it um the following:
o All charges,additions or deletions to the original design documents(including shop drawings).
o Centerline/baseline ties to section lines (including ties at PC and PT).
o Stations/elevations/offsets at PC's, 's,P 's lour points,high points, horizontal angle points.
o Stations/elevations/offsets at edge-of-pavement E , top-of- curb and back-of-sidewalk, at
locations shown on the Plans, at a mimamum.
o At non-curb inlets shove station/offset/elevation to the top-center of the grate.
o t curb inlets show the station/offset/elevation at EOP.
o At bridges, shove the low member elevation/station/offset.
o t end beats, show station/offset/elevation at two corners to ensure proper offset location.
o For "Begin and rid" Bridge, indicate the stations/offsets/elevations at the respective points.
The above information shall be collected by survey, and the collected data shall be referenced o
the Micro Station .dgr design file of the project (Micro Station .d is the only acre table
forrraat . The electronic Micro Station .dgn files (arid . df files of same) shall be submitted on
three CDs labeled with project information, one l set of black line flans, and six sets of
signed and sealed black line flans, boldly marked in large print "RECORD DRAWINGS
RIG .
The above inforr ation shall be submitted to the Department (Director, Construction
Coordination), for approval,prior to scheduling a final inspection.
The cost of the location survey,com 'latior r roductio on er ion of electronic files,Flans,,and
other in.for ation necessary to satisfy the above, shall be incidental to the cost of the items of
Work.
The Contractor shall review all permits for this project and the general/special conditions which
may call for "Record-Drawings" for a specific agency. The Contractor is responsible to satisfy
the permit requirements in accordance with that agency's policy, with the understanding that the
cost for said "Record-Drawings", shall be paid it accordance with ER-1.
DOCUMENTS (BRIDGE):
Schedule ofAnticipated dates of Inspections:
,In-Service Inspections and or Pre-Acceptance I i (before any new lanes are opened t
traffic). The Schedule should be received within 60 days of the preconstruction meeting. The
S -2
Page 362 of 1201
Agenda Item #11. SPECIAL PROVISIONS
Department ent rust receive a two week advance confirmation notice prior to the Ire-Service
Inspections and or Pre-Acre tgnc Ire ection.
• As-Built Dead Rating
If the bridge is built per plan, the As-built load rating is simply a signed and sealed load rating
FDOT summary sheet stating that there was no change during construction that would affect
the load rating.
• Pile Driving Records
• In-Service Inspection
The Structures Maintenance In-Service Inspection is conducted prior to any new lanes ope 'ng
to public traffic. Dote that for phased construction, there will be multiple in-service
inspections required. The intent of this 'inspection is to verify the bridge is safe for public
traffic in accordance with FIIWA instructions Q303-7
51. DYNAMIC LOAD TEST SUPPORT: Dynamic Dead Test Support shall include Contractor
fury fishing of Equipment and personnel necessary for attachment of leads, supply power source,
mars-basket, shelter, and any other services necessary to provide support for the testing (reference
FDOT Specifications Section 4 - .I . The Department will secure test lab services, including
Pile Driver Analyzer , required for dynamic measurements ding the driving of the test
piles. All costs for Dynamic Load Test Support shall be incidental to the cost of test pile.
52. PROJECT VIDEOS AND PHOTOGRAPHS: The Contractor shall tale and submit videos
and photographs of the entire project prior to the coven ement of construction and submit therm
at the preconstruction meeting. videos and photographs of the entire project shall also be
submitted as a record of progress when submitting an invoice for payment, at project final
completion, and as directed by the County Engineer. The videos and photographs shall be of a
quality to clearly demonstrate the existfg,current and final conditions of the project. For existing
conditions, any deficiencies or items of note, such as standing water, conditions of trees, adjacent
properties, structural deficiencies, etc,, shall be clearly noted. The date of when the videos and
photographs are taken shall be included on there. The videos and photographs shall be reviewed
by the County Construction Project Manager. Digital copies of all videos and photographs shall
be provided to the County. The cost of the videos and photographs shall be incidental to the cost
of the Project.
53. WAIVER of A JURY TRIAD: The Parties hereby waive any rights either of them may
have to ajury triad in any litigation a smg out of or related to this CONTRACT ACT and agree that
they shall not elect a trial by jury. The Parties hereto have separately, knowingly and voluntarily
given this waiver of right to trial by jury with the benefit of competent legal counsel,
54. LAW AND VENUE; RI MEDIES: This Contract shall be governed by the laws of the State
of Florida. Any legal action necessary to enforce the Contract will be held in a court of competent
jurisdiction located in Palm Beach County, Florida. No remedy herein conferred upon any party
is intended to be exclusive of any other remedy, and each and every such remedy shall b
cumulative and shall be in addition to every other remedy given hereunder or now or hereafter
existing at law or in equity, by statute or otherwise. No single or partial exercise by any party of
any right, power, or remedy hereunder shall preclude any other or further exercise thereof'.
SP- 9
Page 363 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
55. NIGHT WORK: fork on individual Work Orders may be limited to day-time or night-time
only operations at the Department's discretion.
56. ADDITIONAL REPORTING: The Department requires Contractor to track during the
Project, and report at the end of the Project, on the county of residence of Contractor's employees
and its subcontractors' employees. Contractor agrees to prepare and provide the required report
with its request for final payment.
PALM BEACH COUNTY
CONTRACTOR'S FINAL REPORT
COUNTY of RESIDENCE FOR EMPLOYEES
(to be submitted with Contra t r"s Application for Final Payment)
To: Palm Beach County Project Manager
From: Contractor Superintendent
Date:
Proeet Dare:
Project Number:
In accordance with the Special Provisions of the Contract, Contractor reports the following:
Total number of employees of Contractor and subcontractors who worked for more than one day
n the Project:
Number of employees of Contractor and subcontractors who reported their county of residence as
Palm Beach County:
Signed
S -3
Page 364 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
rlii7r &IN[
E 5 lC IS"
TV
I Stu
■• i`v
(FINISM
* �• * PONDWAV
K i i
SWAM
'F*cm a vjM..tTvp41
LOTto !�lt
%``wT
M IK
9w PC 6�stave
vs'"M rt cr TIM710I aware rNs j all TSIXT w3
414 Fc4 to 11*100 Iasi Am aim
Is"M M Ulm`Mcp T "*A
SUM910 CSC vk'JOWAS
9SM9 iWTICAL qZARAMS#IPLYI
DETAIL FOR INSTALLATION OF MEDIAN [! I CAT(VN
SLEEVES FOR THOROUGHFARE POA#
on To scats
AS-WILT CERTIFICATION FORM
OFFSETS FROM CL OF CONSTRUCTION
FOR ENDS OF " SLEEVES
LAFT. L"r L VH W lblowl F1047 LOOTH cr .!k
ours we voice 1pi insim ounloc
go rk LePT SM 9NO RHO I a wr slat
SUIT""TOTAL
TOTAL PROJECT
GENERAL NOTES
I. ALL SLEEVES- #L EFT &RIGHT) SMALL BE INSTALLED S. BACI ILL IN A VE SLEEVES SHALL I E FEWORWD
AT SAME j STATION. UNLESS OTHERWISE D I RECIED ACCORDIKG TO F.C.O.T. SFEC tF I C AT I SE T 10H
by THE I GINKEP. 1 -8.3 (RACIF(WNS MU141MEHIS f0P.RITE
2. ALL SLEEVE ENDS APE TO fS CARPET?. CULVERTS AND STORM SEWS 1.
G. ALL StAtIONS ARE APPROXIMATE. CO"TWTM MUST
3. ALL SLEEVE EMS ARE TO BE MARKED AT THE C TAT COUNTY EMINEEP PPIOR TO INS-1ALLATIOR
T)1E OF INSTALLATI Vf[TH A -x4- w"EO TO DETERMINE EXACT LOCATION II#THE rtEL .
BOARD SIANDIN iRT)CAL.LY FfMkt SLEEVE END
TO 1' AWVE F I If I SHED? O# .EXPO QED WOODEN
ItER IS TO OE PAINTED OR*14GE FOR FUTURE EACH SLEEVE END Is 70 DE MARKED AT lrK. TIME OT
LOCATION PURPOSES. I STAUMM4 WITH A 314 CLECUMIC MAKER IM=L 12521
AND GP'S STATE PLANE COORDINATES SMALL K RECORIDEP.
4. SLEEVES AVE TO BE " P.V.C, SCHEDULE 80 PIPE BASED
UPON 1~.D.G.T3 SPECIFICATION SECTION 11,48, OR 6j" SLACI
NOT—DIPPED GALVAlI�7 STEEL PIPE WITH A INC WM WALL
THICKNESS Of0 YVp BASEV
■yVN A.S.T. STANDARD
A53-8 4A.
lR [StD JAN ARY 200JO
S -3 1
Page 365 of 1201
Agenda Item #11.
SPECIAL P
To Be Pold Fo r Umlts Of Inf l Construction To Be Paid For
As Curb & Gutter As Curb & Gutter
'.f, of Cutter tF +,
1_7
D 10" D
Four in ploce clossI concrete �
mini cur " thickness under V' vp }
ontl r e tpr 1 t pre—cost toff � �#T
•b AV 14 v
Ll Ll
Pour In alocc ccnc r eY e shall
also encompass the connecrio
of the pre-cost top and the
drainage structure,I foot wide
and ' below the coonectlon
� r
Gutter Gutter
TransItIon TronsItlo
INLE T TYPE
(Cu rb Inlet Top Type 6 Symm e t r 1cotwith tof t Half
SUPPLEMENTAL CONCRETE AT DRAINAGE STRUCTURE TOP DETAIL
S -3
Page 366 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
F
RESTRICTED EXCAVATION AREAS
AROUND TRAFFIC SIGNAL POLES
IDLE
r
M)T WME AND ANCH LOAD
db-
MAIEPAL NOT TO SE DMIURSM
dip
SPA WWW,
` #1 PAQUMM P WAAWAM
C. ` r
ICU I _ `a
S -33
Page 367 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
i cc cd
�y
.�.., 0
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46
lop"
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u u
S -3
Page 368 of 1201
Agenda Item #11. SPECIAL PROVISIONS
I. DISCLOSURE OF FOREIGN GIFTS AND CONTRACTS WITH FOREIGN
COUNTRIES OF CONCERN: Pursuant to F.S. 286.101, as may be amended, by entering into
this Contract or performing any work in f i era ce thereof, the Contractor certifies that it has
disclosed any current or prior interest of, any contract with, or any grant or gift received from
foreign country of concern where such interest, contract,or grant or gift has a value o $50,000 or
more and such interest existed at any time or such contract or grant or gift was received or in force
at any time during the previous fie )years.
2.HUMAN TRAFFICKING AFFIDAVIT: Contractor warrants and represents that it does not
use coercion for labor or services as defined in section 787.06, Florida Statutes. Contractor has
executed the Nongoverrunental Entity Duman Trafficking Affidavit, which is attached hereto and
incorporated herein by reference.
SP-35 369 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
NONGOVERNMENTAL ENTITY HUMAN
TRAFFICKING AFFIDAVIT 7 7.0 13 Fla. Staff.
THIS AFFIDAVIT MUST BE SIGNED AND NOTARIZED
I the undersigned,ann an officer or representative of t �u L � S I� k
rw
1 L
(CONTRACTOR) and attest that CONTRACTOR does not use coercion for labor or services as
defined in section 77. , Florida Statutes.
Under penalty of perjury, I hereby declare and affirm that the above stated facts are true
and correct.
(signature of offi r or representative) (printed name of officer or r resentatie
State of Florida, County of Palm Beach
Sworn to and subscribed before me by means of physical presence or 0 online Aot nz01'on;'_,
r r f
thiS, zd day of 200., by fI/ '' 4 •
Personally known OR produced identification 0.
Type of identification prod
Expires
1/ 7/2028
y
NOTARY PUBLI Richard B Volpe
y Commission pir
Commission
State of Florid t large H 449790
} 0 F Seal0f1111•,1,1�� (Notar
SP-3
Page 370 of 1201
Agenda Item #11. SPECIAL PROVISIONS
3, TEMPORARY PAVEMENT MARKINGS AND SIGNING
Temporarv.ravementMad&
.jLs for'three or More Lanes
[ kn
OD Li till
w
y
1 x
r �
1
i
a J
1
._+
i y a f
Z
.+
Lo
IF
•° -::
.t
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T T ....
kk + YY 1 a
.i
f
r i
r
e ,rt
,a
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+i +
a . a
S -3
Page 371 of 1201
Agenda Item #11. SPECIAL PROVISIONS
Tem
porary.MERGE or ONLY Pavement Markings
MLL
c„
r"
jcc�
ac
4
,0'r4
Ln Ln
xvA 00i lump Li
cn
U)
x
La
0
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rL
ur
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in L
S -3
Page 372 of 1201
Agenda Item #11. SPECIAL PROVISIONS
Sianin,for Long Term StationaEl.,Projects
W.is 1 ' `to t2lo
If o sertr is to be s d, it shollbe o minimum of 6 -feet' 'Wide,
The signs shollbe, erected in 'such -o w.o.y thot they olso. conform
with the' 7 fbot minimums
2,) Other typesOperotionoy a le t e the rtrio.-Pod,
o TDOT 'o
ppovretob
d ri f cr there
g
ws minimum foot r �the btt the sign ound-
r
DUALIEFTS
0'
L21
WHIIE
36
.....�.......:...�.._...........................�. �...--..-...................... .......... r-T=— s ti. r.�� ...�....- ''�.+� .,..........................
S - 9
Page 373 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
,BOARDWALK DECKING T OPRAIL RAILING.,AND POSTS
FIBERGLASS REINFORCED PLASTIC GRATING
The intent of this section is to provide for the repair, reconstruction and/or initial placement o
fiberglass reinforced plastic grating for use as boardwalk, dock, and beach access floor decking.
All material shall be approved by the Department ent prior to installation.
Boardwalk, dock, and beach access Boor decking shall be constructed of Fibergrate MicroMesh
Molded Grate panels, at a I inch depth With a square toga mesh opening of 3 inch maximum,
Cor vex,with integrated AquaGrit.Color of material shall be identified by the Department prior to
installation. flecking material shall meet U.S. Army Corps of Engineers Requirements per S GP
V-R1 for Minor Piling-Supported Structures Constructed in or over Submerged Aquatic
Vegetation, Marsh or Mangrove Habitat, AfA Standards for Floor and Ground Surfaces, related
ASTM standards, and related Florida Building Code PQ Standards.
MicroMesh Molded Grating shall be fastened per manufacturer's instructions with 316 Stainless
Steel MicroMesh M-Clip assembly with 2.5 inch long#8 Stainless Steel Food Screw. ,Any edge
curt and/or trimmed shall be sealed using A.ervoe Epoxy 403 Clear Coating or equivalent as
recommended by manufacturer and approved by the Department.
MicroMesh h decking shall be measured and paid per square foot furnished and installed, and
accepted by the Department. Unit price shall include all supervision, labor, equipment, materials,
tools, machinery, shipping, handling and delivery charges, unloading charges, surcharges,
underground utility location, transportation,travel,manpower, fuel,mobilization, demobilization,
permitting and other items, facilities and services necessary to fully and completely provide the
items and services as specified herein. NO additional compensation shall be offered or paid.
COMPOSITE PVC TOPRAILS AND RAILING
The intent of this section is to provide for the repair, reconstruction and/or initial placement of
T amber ech Advanced PVC composite decking for use as toprails and horizontal railing. All
material shall be approved by the Department prior to installation.
Toprails and horizontal railing shall be constructed of composite deck boards consisting of squared
edge solid co-extruded cellular polyvinyl chloride PVC with a polymer cap that meet all related
ASTM and FBC standards, Color of material shall be identified by the Department prior to
installation.
Advanced PVC composite material shall be fastened per manufacturer's instruction with new 316
stainless steel fasteners, countersunk, and hardware.
Advanced PVC composite material shall be measured and paid per square foot furnished and
installed, and accepted by the Department. gnat price shall include all supervision, labor,
SP-40 374 of 1201
Agenda Item #11,
SPECIAL PROVISIONS
equipment, materials, tools, machinery, shipping, handling and delivery charges, unloading
charges, surcharges, underground utility location, transportation, travel, manpower, fuel,
mobilization, demobilization, permitting and other items, facilities and services necessary to full
and completely provide the items and services as specified herein. NO additional compensation
shall be offered or paid.
TOPRAIL POSTS
The intent of this section is to provide for the repair, reconstruction and/or initial placement of
posts for use as an anchoring point for toprails and horizontal railing. All material shall be
approved by the Department prior to installation.
Posts shall be constructed of Southern Yellow pine Lumber, pressure treated marine grade
southern pine 4 1,or better,treated to 0.4 pef retention of A A v ' ,U A,or better)and shall
meet all related FBC Standards.
Posts shall be fastened to existing stringers with new 12 inch 316 stainless steel bolts and hardware
and timber split pile caps, where applicable, with new 3 inch 316 stainless steel bolts and
hardware.
Posts shall be measured and paid per boardfoot furnished and installed, and accepted by the
Department.Unit price shall include all supervision,labor,equipment,materials,tools,machinery,
shipping, handling and delivery charges, unloading charges, surcharges, underground utility
location,transportation,travel,manpower,fuel,mobilization,demobilization,permitting and other
items, facilities and services necessary to fully and completely provide the items and services as
specified herein. NO additional compensation shall be offered or paid.
EXISUNG BOARDWALK, HANDRAIL, AND RAILING REMOVAL
The contractor shall remove existing boardwalk decking, toprails, Trailing, posts, and related
material from locations shown on plans or as directed. Unless otherwise required, the removed
materials shall become property of the Contractor and shall be removed and disposed properly.
Removal of existing boardwalk decking,toprails, railing,and posts shall be measured and paid per
boardfoot as identified and accepted by the Department. Unit price shall include all supervision,
labor, equipment, materials, tools, machinery, shipping, handling and delivery charges, unloading
charges, surcharges, underground utility location, transportation, travel, manpower, fuel,
mobilization, demobilization, permitting and other items, facilities and services necessary to fully
and completely provide the items and services as specified herein. NO additional compensation
shall be offered or paid.
S - 1
Page 375 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
RESPONSE TO CONTRACTORS REOUESTS FOR ILNF R A TION
October l, 22 9:3 9 a.m.)
Florida Blacktop, Inc.
reception Aflondab]acklopin . oin
QUESTION: Could you please confirm if a bid bond is required for the full estimated amount,
r if there are any specific ui e I i nos regarding the bond amount for this project`?
RESPONSE: See General Provisions Section 2-7 and pages BB-1 & BB-2 for bid bond
requirements.
October 2, 2025 2: 1 p.m.
Heavy Civil, Inn.
ifa� leavvcIlliilC�.cot
QUESTION: Please advise if a bid bond is required for this bid or is only performance and
payment bond will be required on award of contact.
RESPONSE. See response above.
October 6, 2025 : 9 p.m.)
Florida Blacktop, fiic.
Gear e 'floridabIacktopinc com
UEST10N: laid Item No. I 1 through l (for Base) refer to F DOT stabilization specification,
but the descriptions refer to base including prime coat. What is your intention for these bid items?
RESPONSE: See Updated P-Pages.
QUESTION: Biel Item No. 20 refers to Portable Milling Machine. Can you clarify what size
drum you are requiring?
RESPONSE: No, but the intended main use is for around manholes and bump milling for
side street connections.
SP-42
Page 376 of 1201
Agenda Item #11.
SPECIAL PROVISIONS
QUESTION: Bid Item No. 54 and No. 56 seem repetitive. Can you clarify the difference between
these two laid items?
RESPONSE: "Adjust Manhole Cover" item is a minor eon# etion Molving only the cover
itself or the frame that holds it, often for a small height adjustment.
" djUst Existing Manhole or Inlet" item is a more substantial operation that involves
modifying the structure below the cover.
QUESTION: Bid Item No. 156 Composite PVC Toprail and bailing is usually priced out by the
lineal foot. Igo we assume 42" toprail height to price by square foot?
RESPONSE: See Updated P-Pages.
QUESTION: Bid Item No. 159 refers to FDOT Performance Turf specification. Does contractor
have to use hydros eed i ng for this scope?
RESPONSE: No.
QUESTION: Bid Item No. 50 is for removal and disposal of inlets. Bid F rrn Note No. 17 states
"Removal and disposal of existing item to be replaced sill be incidental to all drainage structure
items. Please clarify what Bid Item No. 50 is to be used for.
RESPONSE: Dote No. 17 applies when there is a replacement of a drainage structure. Item
No. 50 is when the only service is to remove the structure.
October 7, 2025 (7:28 a.m.
Florida Blacktop, hie.
G or .floridahIa l topin c.eom
QUESTION: Will the County consider waiving hid bond requirement or setting limit on bid bond
amount to %of total value of previous contract or come up with fixed mount`
RESPONSE: See response above.
SP-4
Page 377 of 1201
Agenda Item #11. TECHNICAL SPECIAL PR
OVERVIEW
The purpose and intent of this bid is to establish a Pathway and Minor Continuing g Services
Construction Contract to include maintenance of traffic, hauling and disposal and all equipment,
material, labor, etc., as needed to complete work Orders for construction of bid items.
Work Orders are likely to include construction and/or resurfacing of pathways, construction of
parking areas, speed humps, traffic separators, miscellaneous concrete worts (inlets, manholes,
curbing, etc.) and other minor construction projects required by various County Departments on
an as needed basis.
All work will be done according to the Florida Department of Transportation T Standard
Specifications for Road and Bridge Construction noted on page S S-1, as amended herein b
Palm Beach County, as well as all other applicable FOOT, County and contract standards.
The Contractor should fully understand that the Board of County Commissioners does not,
hereunder, contract to do any specific amount of work during the contract period.
The locations for the construction projects on which the material will be used will vary, and may
be at any point within the boundaries of Palm Beach County. The Contractor will not be
expected to operate his equipment or personnel beyond the limits. of palm Beach County under
this contract.
The Contractor is advised that all non-contiguous work sites within the same park, subdivision
and/or intersection, where individual work locations are separated by no more than 0', or as
directed by the Engineer, shall be considered one job-site, User Divisions/Departments are
responsible for issuing a single work order for projects meeting the above conditions and the
Contractor shall horror unit prices based upon the total work required.
DEFINITIONS
WEST DISTRICT: All areas of Palm Beach County west of 20 Mile Bend (Belle Glade)
EAST DISTRICT: All areas of Palm Beach County east of 20 Mile Bend
.INSPECTIONS
The Department, from time to time, may appoint representatives to inspect equipment used ender
this contract, observe personnel employed, and the general performance of the Contract. The
representatives will not be authorized to revoke, alter, enlarge or relax the conditions of these
specifications, approve or accept any portion of the completed work, issue instructions contrary
to authority, reject defective equipment, report on inept personnel, nor suspend any work.
ASPHALT PATHWAY AND MINOR 0 CONSTRUCTION
GENERAL
TSP-1 Page 378 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
The work associated with this specification consist of both resurfacing existing and constructing
new pathways, in accordance with the curare .t FDOT Standard Specifications for Road and
Bridge Construction as noted on page SS-1, and as amended herein by Palm Beach County.
The location of pathways will vary. The pathways may he planed ire accordance with the
attached typicals, at the right of way line or as shown on the plans for a specific project. All
work shall he in conformance with the lines and grades so shown.
t the commencement of each project, the specifications presented to the Contractor Will outline
such amounts, locations and project duration as estimated by the Department.
For resurfacing projects, the work shall include conditiom*ng of the existing base or surface, such
as blading the grass back from the existing pavement edges and or sweeping if directed by the
Department.
CONTROL OF WORK
SECTION I - STATE AND COUNTY JURISDICTION
Sae
Excavation for the placement of base material shall he made to the required depth and width.
The material on which the base is to he placed, shall he compacted to a firm, even surface, true to
grade and cross section, by means of watering,rolling or mechanical tamping.
Base Material
The base for asphalt pathways shall he a minimum of four 4 inches thick and compacted one
foot wider than the proposed finished width of the pathway. The base shall he compacted to a
firm even surface, true to grade and cross section by means of watering, rolling or mechanical
tamping.
The base material may consist of any acceptable base material as specified in this specification
or that of the FDOT,, as amended herein by Palm Beach County. The base will he constructed t
the thickness indicated in these specifications regardless of the type of material used.
In the Glades area (West of 20 Mile Bend)the contractor may use local crushed rock Limer cl
with prior approval from the Department. In the Glades area the base shall he constructed twelve
(12) inches thick. The price hid for this construction shall include excavation and disposal of the
material.
'rime Material
The base shall he primed with material meeting the requirements of Section Soo, EDDY
specifications, and as amended herein by halm Beach County. Prime material shall he applied to
the base at the rate of 0.15 gallons per square yard.
Excavation and Embankment
Excavation and/or Embankment averaging 0.3 feet or more over a contiguous area ceedi
350 square yards, shall he calculated as to its cubic yard volume and paid at the hid pace for
Excavation or Embankment.
TSP-2 Page 379 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
Payment for Excavation and or Embankment, based on the above criteria, is for any section
under the asphalt or concrete construction,, as measured from the bottom of the base material.
Asphalt
Frier to the laying of the asphaltic mixture, the base shall be cleaned of all loose and deleterious
material to the satisfaction of the Engineer.
The design mix formula and mix stability for Asphaltic Concrete Surface Courses and Aspbaltic.
Concrete Friction Courses delivered under this Contract shall conform to the General Provisions
herein.
All bids for materials covered by the proposal are to include required liquid bituminous materials
and tack coats. No additional payment will be made for the liquid bituminous materials in the
prime and tack coats.
The asphalt shall be placed to the width and depth as indicated on the typical section for the
specific project or the attached typical . The asphalt shall be compacted and finished with meat
edges, true to lire and grade.
Included in the cost of the asphalt used for overlays is are application of approved herbicide to all
vegetation within the area to be overlayed 3 to 7 days prier to the placement of the asphalt.
SECTION I1 - METHOD of MEASUREMENT
The Method of Measurement for the various items associated with the ro ect shall be in
accordance with the its indicated the proposal.
BASIS OF PAYMENT
Payment Will be made in accordance with the unit prices bid in the proposal. If the project is in
excess of 2, 00 linear feet in length the Contractor may request payment for portions of the
pathway that have been constructed and found to be acceptable by the Department. Requests
will only be considered on a monthly basis.
Pathway resurfacing, requiring tonnage asphalt, will be paid for by invoice tickets from the
asphalt supplier received by the Department ent representative at the job site.
The unit price per ton or per square yard SY for asphalt items shall include the cost o
furnishing all materials, including the asphalt and prime and/or tack coat; mixing, , transporting,
placing and rolling; all labor and equipment necessary to complete the work, including clean-up
and restoration, and all necessary maintenance of traffic.
CONCRETE PATHWAY AND MINOR CONSTRUCTION
SCION I
TSP-3 Page 380 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROV SIONS
The intent of this Annual Contract is to construct facilities such as traffic lanes, intersection
modifications, tuning and passing lanes, sidewalks and driveways and other miscellaneous
repairs, modifications and new facilities all within a reasonably small area, and as may be
designated by the Department.
The work specified in these specifications shall be done according to Section 520, FOOT
Standard Specifications for Road and Bridge Construction as noted on page SS- , and as
amended herein by Palm Beach County, except that paragraph 520.12.2 excavation payment,
shall be paid as previously specified herein. All other 'terns to be as stated and the units shall
include the complete construction of the foovAng: new concrete curb, curb and gutter Types I ,
, and concrete traffic separator {Types 1, 11, III Iv & v, all according to FDOT Standards,
and new concrete curb, curb and gutter per Palm Beach County Standards for " curb and gutter,
driveway curb, mountable gutter and new driveways, generally to be constructed in conjunction
with any of the above stated items; all to be measured and paid for on a linear foot or square yard
basis, as the case may be,per the proposal section of this bid.
Removal 'terns shall include all items similar to above concrete 'terns that may be existing on the
job site prior to commencing work and designated to be removed by the Department, and shall
also include any such existing 'terns that may consist of asphaltic materials, and/or materials
other than concrete that are so designated to be removed by the Department. Removal items
shall conform to Article 110-7 and 110-1 .3 of FDOT Standards, and as amended herein by
Pam Beach County, and shall be measured and paid for on a similar basis as stated above.
The requirements for all Portland Cement concrete work shall be Class 2 OOpsi . The
construction of Portland Cement concrete items shall be properly placed upon prepared base or
existing surface course in accordance with the specifications and in conformity with the lines,
grades, thickness and typical section shown on the plans as presented to the Contractor at the
commencement of each job, all according to FDOT Standard Specifications for Road and Bridge
Construction as noted on page S S- , except as otherwise amended, and as amended herein by
Palm Beach County, in such amounts to such locations and at such tines as may be designated
by the Department or appointed representative. This work shall include the conditioning of the
existing base or surface, such as blading the grass back from exist ng pavement edges or
weeping if directed by the Department.
SECTION 11
The intent of this section is to provide for the repair, rebuilding, modification and/or placement
of new Curb Inlets, Closed Flume Inlets, Ditch Bottom Inlets, Shoulder Gutter Inlets and
adjuncts thereto.
The work specified shall be according to Section 425 of the FDOT Standard Specifications for
Road & Fridge Construction as noted on page SS-1, and as amended herein by Palm Beach
County, except that the work shall consist of complete removal of all damaged concrete and
reinforcing steel in an existing structure, including tops, groat and curb areas, etc., and
reconstructing the facility and adjuncts in place or by precasting and proper placement, all per
IT Design Standards and Standard Specifications as noted on page SS-1 and as amended
herein by palm Beach County.
TSB'- Page 381 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
Contractor shall fursh, install and maintain proper signs, barricades and barriers at no cost to
the Department. However, this will in no moray absolve the Contractor from his legal
responsibilities as stated herein.
Measurement and payment shall be per the contract unit price bid for each type of facility
repaired and is to include all labor, equipment and material necessary to satisfactorily complete
the work.
SPEED HUMP CONSTRUCTION ,
The following specifications apply to the construction of speed humps in accordance with Palm
Beach County Standards:
1. Each end of the speed hump will be keyed in to a minimum of 2" deep and ' wide.
. Base material shall be any acceptable material normally used in goad base construction
and as approved by the Department.
. Speed humps shall be surfaced with a minimum of I"asphalt Type S1 or S111.
. price per square yard includes all materials, labor, equipment and incidentals necessary to
construct speed humps.
GUARDRAIL AND SPECIAL SAFETY PIPE RAIL
At locations where sidewalks, walkways, bike paths or other media for bicycle and/or pedestrian
traffic are within ' of the back of the steel guardrail post, the contractor shall utilize Pedestrian.
Safety Treatments as shown in FDOT INDEX 400.
STAMPED COLORER CONCRETE THI��
Attention is directed to the Pay item for "Stamped Colored Concrete " Thick)", S.Y. This item
may be constructed in lieu of concrete traffic separators, as directed by the Engineer. Stamped
Colored Concrete consists of cast-in-place concrete 5" Thick between Type F Curb and Gutter,
having the surface colored with a color hardener (equivalent to the products supplied by Wm. D.
Adeimy, Inc., 5 2- 05), and with the surface textured or imprinted with a pattern as
directed by the Engineer), and then sealed with a color seal. The Contractor is responsible for
assuring the curbing is in no way discolored, damaged, narked, etc. by the application of the
above.
Color Hardener
1. Apply the dry hardener when the bleed water disappears and the floating process will net
disrupt the level of the surface.
2. Normally apply the dry hardener evenly in two separate shales, using two-thirds of the
material for the first shake.
TSP-5 Page 382 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
. Use wood floats or a power-troweling machine equipped with float blades to work the
dry hardener completely and thoroughly into the surface after each application.
. After floating the final shakes, hard or machine trowel the surface to a flat, um'forn
fish and apply the specified texture. Apply antiquing release before imprinting with
mat-type tools.
. Coverage requirements may vary according to intended use and color. 90 lbs. per 100 sq.
ft. is considered the median ravage.
Curing - Use colored concrete sealer in the matching color to cure interior color hardened floors
and exterior flat work,that will receive regular maintenance and re-coat g.
Nearly placed concrete should receive one thin finish coat of colored concrete sealer after
placement and after the required curing time of 1 -2.8 days has been reached. Before application
of the finish coat, the moisture content of the concrete must be low enough o all .1l' and other
salts do not become trapped beneath the coating, causing discoloration or clouding, thus the
reason for the 1 -28 day time fume.
The work is to be performed on the job site by trained and experienced workers.
The pay item "Stamped Colored Concrete " Thick)", 8Y, includes all labor, equipment,
ent,
materials, transportation, fuel maintenance of traffic, and all other items incidental to o
necessary for completing the work.
The Contractor shall install a longitudinal " PVC (Schedule 0) pipe at Stamped Colored
Concrete areas. This item shall he considered incidental to the Item, and shall include the cost of
all labor, materials, equipment, fuel, transportation, and other items necessary to complete the
work.
GRAVITY WALL CONSTRUCTION
Unless otherwise directed, gravity walls are to he constructed from "inside" the Right of Way
(no encroachment on private property). Any construction methods necessary to satisfy this
requirement shall he incidental to the pay item "Concrete Gravity Wall, CY"
A-2000 POLYVINYL CHLORIDE VC PIPE 2 To 48 INCHE�
A-2000 PVC pipe has been reviewed and found acceptable for use on Palm Beach County
roadway construction projects. Installation shall he 'n accordance with manufacturer's
recommendations,, FDOT Standard Specification 12 (Excavation for Structures and Pipe), 430
(Pipe Culverts and Store Severs) and 9 (Miscellaneous Type of Pipe), and as amended herein
by Palm Beach County.
When the pipe type is not specified in the pay items (Proposal pages) the Contractor
shall notify the Engineer, in writing, and receive written approval prior to implementation.
STEEL BOLLARD
TSP-6 Page 383 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
. Steel Bollards shall be " diameter, Schedule 40 black steel pipe, completely filled with
concrete.
2. Steel Bollards shall be a minimum " long, placed with a minimum of 3 " above
finished grade elevation and not less than 4" set below finished grade.
3. Steel .bollards shall be installed in a concrete foundation 4"x 24" x 24".
4. Steel Bollards shall be painted with two coats traffic yellow paint or covered with an
appropriately sized, yellow, HDPE sleeve securely fastened to the bollard pipe.
. Steel Bollards shall be paid per unit price bid for each bollard installed and accepted.
REMOVABLE BOLLARD
Removable Bollard System
Removable Bollard system shall consist of a painted, steel bollard post and a permanently
set, galvanized steel ground sleeve with flush-closing, stainless steel lid and locking
mechanism capable of securing the bollard post.
. Removable Bollards shall be a minimum .62" OD mounted with a minimum of 3 "
above finished grade elevation.
3. Removable Bollard ground sleeves shall be installed in a concrete foundation as specified
below.
4. Removable Bollards shall be Model RP , Round Post mock Bollard system,
manufactured by TrafficGard Direct, Inc., P.O. Box 201, Geneva, IL 60134, or
accepted equal.
Ground Sleeve Installation
I. Bollard ground sleeves shall be set in concrete with the mounting assembly flush with
proposed grade surface.
2. Excavation for the concrete foundation shall be a minimum 24"diameter and 3 " deep.
3. The bottom 12" shall be backfilled with #57 stone for drainage.
4. The bollard ground sleeve shall be placed in concrete for the remaining 24" depth. If the
ground sleeve is shorter than 24", a properly sized PVC drain pipe shall be added to
allow drainage to the rock below.
. Removable Bollards shall be paid per unit price bid for each Removable Bollard system
installed and accepted.
TREATED TIMBER INNS PRE-STRESSED CONCRETE CRET PILINGS
The intent of this section is to provide for the repair, reconstruction and/or initial placement of
TSP-7 Page 384 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
treated timber and pre-stressed concrete pilings.
Concurrent with issuance a work order for work that includes treated timber or pre-stressed
concrete pilings, the Contractor will be provided signed and sealed plans, prepared by a
Professional Engineer licensed in the State of Florida, eontainimg detailed design information for
construction of any of the above stated items.
All materials, labor and completed work shall be in accordance with Section 455 of the FDOT
Standard Specifications for Structures Foundations and the design documents referenced herein.
Treated Timber and Pre-stressed Concrete Filings shall be measured and paid per linear foot o
piling fumed, installed and accepted by the Department. Unit price shall include, but is not
limited to, all labor, equipment and materials, fasteners and cutting. Treated Timber Pilings shall
include a maximum of 10%waste over and above installed material measured in the field.
Treated TimberguardTM wood files 1 D
The intent of this section is to provide for the repair, reconstruction and/or iial placement of
10" Treated Timberguard TM 'Food files or equal approved by the Department) submerged or
partially submerged in fresh water wetland locations on plans or as designated by the
Department.
10" Treated Timb rguardT wood files shall be pressure treated wood pile material wrapped
with a UV Resistant Polymer and shall meet the requirements of Timberg ardTM style treated
wood pile materials as nmufactured by Crane Materials International, 4501 Circle 75 Parkway,
Suite -5 ' 0, Atlanta, GA 30339, or an equivalent approved by the Department. This approval
shall be at the sole discretion of the Department.
Contractor will be provided signed and sealed plans, prepared by a Professional Engineer
licensed in the State of Florida, containing detailed design information for construction. Design
plans will be prepared using Timberguard T11 to illustrate are acceptable product for the intended
use.
Unless otherwise noted, 10" Treated Timberg ardTI Food files shall extend as far below the
firm ground surface as pilings are exposed above the ground surface, except minimum piling
Penetration sa.l be ' into ground and maximum piling penetration shall be 10' into ground. All
nuts, bolts, and washers shall be hot dipped galvanized.
10"' Treated Tirnberguarffm wood Files shall be measured and paid per linear foot furnished,
installed and accepted by the Department. Unit price shall include, but is not limited to, all
labor, equipment and materials, fasteners and cutting, and shall include a maximum of 10%
waste over and above installed material measured in the field.
TEMPORARY OR PERMANENT STEEL STET PILING
The intent of this section is to provide for the repair, reconstruction and/ter initial placement of
Temporary or Permanent Steel Sheet filings.
Piling material shall be PZ27 or equal.
TSP-8 Page 385 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
All materials, labor and completed work shall be in accordance with Section 455 ofthe FDOT
Standard Specifications for Structures Foundations and the design documents referenced herein.
Temporary or Permanent Sheet Piling shall be measured and paid per square foot of piling
actually installed and accepted by the Department, including, but not limited t , all labor,
equ i pment and materials, cutting, splicing, dynamic and static testing, adjustments resulting from
testing, removal of temporary piling and restoration of the area.
DOUBLE RAIL SOD FENCE
Double Rail Wood Peace Construction
1. Post; Wooden fence posts shall be #2 or better) grade so them yellow pine lumber,
pressure treated to a minimum of 0.60 LBS chemical per cubic foot.
Each post shall consist of two " x " x 6', S 3 S beards notched and nailed together
with ten 10 2 hot dipped galvanized nails. Nail location should be staggered from
side to side.
Posts shall have a 5° canted top. Refer to Double Rail Wood Pence Details for
dimensions.
2. Rail: Rails shall be " x " x 10' southern yellow pine, S 4 S, pressure treated to a
minimum of 0.60 ll s. chemical per cubic foot; notched " minimum as shown in Rail-
End detail. Badly warped raps shall be rejected.
. Installation: The completed fence post height after installation shah be 42" above
existing common grade to the top of the post. This should provide 1 V clearance from
grade to the center of bottom rail, and 31" clearance to the center of the top rail.
After rails are inserted they shall be nailed at each end with one 1 1 hot dipped
galvanized common nail to provide continuous construction.
For installation of posts, clean soil (fill) shad be tamped around each fence post and any
fill remaining from digging post hole shall be spread around fence area to provide a neat
appearance when finished.
Double Rail Food Pence Removal
The Contractor shall remove existing fence rails and posts from locations shown on plans or a
directed. Unless otherwise required, the removed materials shall become the property of the
Contractor and shall be removed and disposed properly.
If directed by the Departnet, removed materials shall be stockpiled on-site, at a designated
location, for pickup by Department staff. Care shad be exercised in the removal of these items t
minimize damage.
Double Rail Wood Fence Relocation
TSP-9 Page 386 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
The Contractor shall remove existing fence rails and posts from locations shown on plans or as
directed. Extreme care shall be exercised in the removal of these 'tens to minimize damage.
Contractor shall be responsible for replacing any materials damaged during removal.
The Contractor shall reconstruct noble Rail Wood Fence at locations shown on plans or as
directed, using the original materials, supplemented by replacement materials when necessary.
Double Rail Wood Fence Construction., Removal ardor Relocation shall be measured and paid
per linear foot of fence actually constructed, removed and or relocated and accepted by the
Department.
IPE BOARDWALK DECKING AND o RAIL
The intent of this section is to provide for the repair, reconstruction and/or initial placement of
clear, solid wood IPE Boardwalk Decking and Top Lail.
Boardwalk decking and top rail shall be constructed of the Tropical Hardwood IPE ararelo
(Tabebuia serra i , IPE shall have a Fire-Spread Index of Class A. All material shall be
approved by the Department prior to installation.
pe clear solid wood decking shall be fastened, crown side up, with #8 x 3" stain ess steel
"grabber" deck screws (with square recess drives), or equal approved by the Department,,two per
stringer Ooist) location. Decking shall be pre-drilled for a flush screw set. Spacing between
deck boards shall be the width of a 20d rail with a tolerance of 1. "
pe Boardwalk Decking and Top Rail shall be measured and paid per linear foot f misled,
installed and accepted by the Department, Unit price installed shall include all labor, equipment
and materials, fasteners, and cutting; and shall include a maximum of 10%waste over and above
installed material measured in the field.
TSP-10 Page 387 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
SPECIFICATIONS FOR PAVEMENT TEXTURING
1.1 Pavement Texturing: Pavement Texturing comprises methods and products to imprint
asphaltic concrete and treat the patterned surface to create the appearance of hand-laid decorative
paving products. All products and techniques used during construction of Pavement Texturing
shall be from a single manufacturer. The Contractor doing this work shall be certified by the
manufacturer and acceptable to the County. Pavement Texturing methods and products shall be
the "StreefflondTm Surfacing System" or accepted equal.
1.2 Surface Imprinting-, The Contractor shall follow procedures detailed in the latest revision of
the manufacturer's recommended procedures. The pattern shall be created in accordance with the
design as specified by the Counter. Patterning shall begin once the asphalt has reached its final
density and while there is still sufficient beat in the asphalt to permit imprinting. Patterning shall
be achieved using steel rollers and/or vibratory plates and shall be of consistent depth.
1.3 Surfacing System: The Contractor shall apply the surfacing system as specified by the
manufacturer. Pavement Texturing work shall not be conducted in temperatures below 4 'F or
when precipitation can be expected within 24 hours. installation shall be in accordance with the
latest revision of the manufacturer's recommended procedures. Pavement Texturing products
shall be spray applied and broomed using a broom or brushes to cut in small areas where
required. Once the pavement texturing products are fully dried are acceptable seater concentrate
will be applied as a curing membrane. The sealer concentrate shall be tinted using only resin
products approved by the manufacturer, spray applied and broom d into the surface. Care shall
be taken to ensure that the entire surface is covered, including the imprinted surfaces. Sufficient
masking shall be used to ensure that the surfacing products are applied only whore specified.
The Counter shall specify the number of applications of the surfacing system to he installed.
Typical applications exposed to vehicular traffic shall receive a minimum of two applications o
Colored Coating - Standard Formula. Colored Coating - Traffic Formula for the first layer,
followed by at least one application of Colored Coating - Standard Formula, shall be used for
installations where higher traffic loads are expected, or as directed by the County.
TSB'-t I Page 388 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
Table I Physical Properties
Surfacing System
chase "t owflestion sandard Fomula ThWc forr ulix
Solids b Volume ATM 3 1 5 1 9 52.3+ 2
Solids by Weight( ASTM -13 1 7 .5+A 2'! 8 +1-2°r
Dens y ipki) ASTM t 7 1�4.6 - 0 5 r. I � �* �t.� �.�
Flesh Point ASTM 278 �( 3°C 2 O 930 )
Percent Pigment b weight ASTM 3723 2+1-2 70+/-2
Including csent
Sheen ASTM 523 3 850 3 850
Tale 2 Physical Properties
Sevier Concentmte ..
ChatactedsNes Test Speefficaffont sewer canceftate
Solids by Volume ASTM D-5201 2 /-
..W ....................
Solids by WelghtN ASTM D-1353 27+1-
Density tbs.lgel) ASTM D-1475 8.5
Spec.Gravity ASTM D-1476 1.03
Sheen 8 ASTM D23 7 �8 '
.....=-V D Coating ASTM D-39 2W
Fhwh Point ASTM D 278 >2OOrF 3M)
Table 3 Performance Properties:
Surfacing System
Chisractedstics Test Specifications Min,Ada Min, clftdis
SUndard Formula Traffic formula
Tensile Strength(PSI) ASTM D-42 >650 PSI >650 PSI
Flexibility Mandrel ASTM D-1737 Pass 1*0 7UF Pass t"Q XF
Flexibil y Mandrel(Low) AS M 061737 Past 2*Q Of Pass 2*@ CYF
Dry Time(to re-coat) ASTM D-7 1 20 Mitre.#4 Hrs. 20[ ia.-4 Mrs.
Dry Time(for traffic)76*F/30%RH NIA a 00%sftngth @"lira. a 0%s reno IQ 64 s.
Taber Abrasion H-10) ASTM D-4060 .18 g11 000 COea C..is g1100 cycles
MEN
Adhesion PU To an Asphalt ASTM D-4 4 Cohesive to ura of asphalt Cohesive fair of asphalt
substrate prr to adhesive faliu prior t adhesive failure
..........0 E ASTM G- 3 300 houm 2.35 CIE unft 300 hours 2.35 CIEunb
Hydrop ir�aty (3days) ASTM D-57 12 wL gain b 12 t.gain
Shore Hardness ASTM D- 2 0 Sao 80 D
Temperature Li fts for Serve Dry,cured to l �to 10°F to t�
IP
Surfacer Build N/A t -15 mils. 1 a plicabon 20-25 mft.(2 appkatitm.)
.. ..............=
TSP-12 Page 389 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
-TABLE I (Test Specitications) adds durability and longevity to the
streewdow surface.
nW6Cftr i s Wgn1fl=ft& TomR quil vfn�rrrt
.i b air,Touctmss ASW 04ig ; P 1 7M StreetBo d 'Standard Formula is
available In tern standard color:
Flwdbft MandrW F4ik W aw*ft ASTM 04 737 Pa. ;=Maka eliiw B ckl,Tema Gotta,Granite,Slate,
Bedroc#, Sierra, Hunter Green,
ire• ft .err t ASTM D-7I1 MONN vow,BOMM Burnt Sienna,Whfte,,and Blue.
Custom colons are available.
LM
R�to~el +� vowt StreetBond1m Traffic Formula is
.wn(PLO VVW 1 reliftr" MTM�T Pan � available in Granite, Slate Bu t
�a OM ,.
Sienna. Custom colors are not
Quv R"i8mm to*UNS or G-53 Mm*nm CaW Chwo OE available at this time.
c3 R"IsUnw ft at A 70 MwA W"Nwxpfimwhsn
err,for .
As u- Q kft" hMr His
wW dope
7
war r*� .
RW swvko wadin feeWmbe TanpWab"Swvks CWWOM
11d illy WA 0=0wapmill
For low traffic applications such as A finish coat of StreetSondrm Sealer
d veways and pedestrian areas, Concentrate must always be applied
one appIcation of Btre tBo dW to the StreetBonded surface.
Standard Formula would typically StreetBondrm Sealer Concentrate
be used. The suffice is then provides a sealing membrane which
sealed with one coat of
SbwtBondTm Sealer Concentrate. TABLE 2(Performance roperttea
For higher tmft installetio s*one s us e
lb@W*d Fps TWO Fla
application of SWmWo.ndTm TrafficTV"$Wqft 4 ASTM-0412 7W F,
Forrulk f6flowed by at least one FW0bW WOW application S#reetBond Standard 11 �.�1*o �.o I* I
ff
Formula, must b used. r , t
StreetBondvm Sealer Concentrate i , . . e-_4WL WMini,-4W&
then applied to the surface.
WmMondTm Traffic Forrnula is �1 k r WA -�. o avenm o
WFIMM
sirnifar to the Standard . 1 W1 .1 .*
StreetBondTm Formula but adds
ft"Fol&*W
thicker build(approx. r s. CA
Arp t A&wia� 'to-"' P*X to s t . asphM p W to
and adds onal durability.
QUVOF. As 643 3W WL 2.35I R
;;;& Y d" o �1 %Mrt. 12' VON
Note: Never ap*efther of Me t�u
StreetBondW Surfacing Systems is
temperatures below 'F or when IW� � r � to 1� �1
precpdaor can be expected within urfaor 11 1 1 .. pp
- � �� aWCa# 1 m (2
24 hours. L
TS -13 Page 390 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
y
f F+ :
PATTERNS ...
S
I.....- 41111 141
111111111111i��Jjj 11111� 41
Ct
Herringbone
one 1
Offset Brick Herringbone l3deks on Edge As for Slate
.. .............
British Cobble Frisco Cobble Tile Sette Random Stone
4a
Stacked Welt Border
Nip Ij
T'
urofen Soldier Course Cobble Border
Texas Cobble Border
�*
' tp I-= Offset Mck Border
Single Bo Border Bea -e a �r�dIoap Parking
Symbol
-7t Mp"MT
u bere Meta
INTEGRATED PAVING CONCEPTS INC.
936 Peace Pohl Dire,P.O.Box 80144 Blaine,WA 982304WO USA
10 -17 5 -55 Ave.,Surrey,BC VAS 6C4 CA A A Tel(604)5 -7510 Fax(604)57 -
Inte et: www.streetpdnt.com
TSP-14 Page 391 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
5" VARIES
(MAY BE 8'WHERE REQUIRED)
liv
COMPACTED
BASE
STANDARD SECTION
S' VARIES
(MAY BE 8'
INHERE REQUIRED]
2"COVER
(BOTTOM&ENDS)
L 1.5%_
DR+ 1.................NAY
DF - ` - ' � - - - _ _ BASE
6xG Y/ - - � SUBGRADE
W1.4 x W1.4
COMPACTED
BASE
DRIVEWAYS (RESIDENTIAL AND NON-RESIDENTIAL AREAS)
NOTES:
1. SIDEWALKS TO BE PORTLAND CEMENT CONCRETE,MIN.2S00 P.S.I. a 28 DAYS.
2. BASE TO BE A MINIMUM 4 INCHES OF CLEAN SAND OR SANDY LOAM,FULLY COMPACTED,FULL WIDTH.
3. SIDEWALKS TO BE BROOM FINISHED WITH EVEN,DUSTLESS SURFACE.
4. MAXIMUM LONGITUDINAL SLOPE IS 1.0%
S. SIDEWALK THICKNESS TO BE E INCHES MINIMUM IN ALL AREAS SUBJECT TO VEHICULAR TRAFFIC.
FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMA`t~/400.1A
PALM BEACH COUNTY DEPARTMENT PATHWAY: DRAWING NO.
OF ENGINEERING & PUBLIC 1NR#CS
CONCRETE SIDEWALK
DRAWN BY: DATE: REVISED BY: DATE: 400.1
J.M.I . 02/01/2018 APp VED: EFFECTIVE:
K.L. 05/23/90
COUNTY ENGINEER OR DESIGNEE Ajq
TSP-15 Page 392 of 1201
Agenda Item #11 'TECH I L SPECIAL P1 VI I NS
VARIES
POSSIBLE VARIES POSSIBLE
PLANTING AREA PLANTING AREA
1.59b
r �
COMPACTED
BASE
en
ROOT BARRIER ROOT BARRIER
STANDARD SECTION
NOTES:
1. ROOT BARRIER IS REQUIRED FOR LOCATIONS WHERE TREE(S)AND/OR ASSOCIATED ROOTS ARE LOCATED WITHIN
10 FT.OF A REQUIRED IMPROVEMENT".
2. ROOT BARRIER MATERIAL SMALL BE HDPE OR AS OTHERWISE APPROVED BY THE COUNTY ENGINEER.
3. ROOT BARRIER INSTALLED 15 FT.ON CENTER OF TREE(S)ACID/OR ROOTS.
FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/400.18
PALM BEACH COUNTY DEPARTMENT PATHWAY AY DRAWING NO.
OF ENGINEERING & PUBLIC WORKS
S
WITH ROOT BARRIER
DRAWN BY: DATE: _ REVISED BY: DATE: .
2
J.M.K. 02/01/2018 'APP VED: EFFECTIVE:
K.L. 10/03/2017 '
COUNTY ENGINEER OR DESIGNEE
TSP-16 Page 393 of 1201
Agenda Item #11. TECHNICAL P IAL PROVISIONS
9'
W
6" B' PAVED WIDTH G" VARIES
1�
CL
w
0
cc
a
A
PLAN GRADE
sIt A�f-*a
B
RC-70 PRIME COAT
AT 0.10 GAL./SQ.YD.
TACK COAT AT
0.05 CAL./SQ.YD.
(FULL BASE WIDTH)
NOTE:
MAXIMUM LONGITUDINAL
SLOPE IS 1.0%
WEARING SURFACE: 1 INCH TYPE S-3,OR IY41NCH TYPE S-1 OR TYPE It A.C.CONCRETE.
BASE: 4 INCHES COMPACTED SHELLROCK.
FILEPATH: P:/DGN/ENC SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/400.2A
PALM BEACH COUNTY DEPARTMENT PATHWAY: DRAWING No.
E ENGINEERING & PUBLIC WORKS ASPHALT SIDEWALK
DRAWN BY: DATE: REVISED BY: DATE: .
J.M.K. 02/01/2018 APPR VED: EFFECTIVE:
K.L. 05/23/90
2Q
COUNTY
ENGINEER OR DESIGNEE
TSP-17 Page 394 of 1201
Agenda Item #11 TECHNICAL SPECIAL PROVISIONS
RAD.
(TYP.)
8 1611
24"
VALLEY GUTTER -
NI -SYMMETRICAL
(a/k/a MIAMI CURB)
"'RAD,
(TYP,)
tD
12" 12
24"
T VALLEY GUTTER
YM M ETRI CAL
-"RAD.
(TYp.)
3611
' VALLEY GUTTER
FILEPATH: P:/DGN/ENG SERfLAND DEVELOPMENT STANDARDS/DWF FORMAT/600.1
PALM BEACH COUNTY DEPARTMENT DRAWING 140,
OF ENGINEERING & PUBLIC WORKS VALLEY GUTTERS
DRAWN BY: DATE: REVISED BY: DATE: 600.1
J.M.I , 02/01/2018 APPR VED:
EFFECTIVE:
CCU'TY ENGINEER OR DESIGNEETSP-18 0 .
Page 395 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
611 2"RAD.
3"RAD. "RAD.
Ln SLOPE*
B,p
24"
BARRIER CURB & GLITTER
B
" AD.
fKL3101RADPO
SLO
n
811
24"
VERTICAL CURB & GUTTER
*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS,THE CROSS SLOPE OF
THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT
PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE f INCHES.
FILEPATH: P:/DGN/ENG SER/LAND DEVELOPMENT STANDARDS/DWF FORMAT/600.2
PALM BEACH COUNTY DEPARTMENT DRA rN NO.
NON-MOUNTABLE
OF ENGINEERING & PUBLIC WORT
CURB & GUTTER
DRAIN!BY: DATE: RMSED BY: DATE: 600.2
J. ,IC. 0 /01/201$ APPROVED: EFFECTIVE:
IC.L. 05/23/90
CO NTY ENGINEER OR DESIGNEE #ll
T P-19 Page 396 of 1201
Agenda Item #11 TECHNICAL SPECIAL PROVISIONS
4 BAR PLACED
ON PAVEMENT SIDE
F fni
311
FILEPATH: P: D ENG E /..AND DEVELOPMENT TA D D DWF FORMAT 00.
PALM BEACH COUNTY DEPARTMENT DAI .
ESE ENGINEERING c PUBLIC WORKS HEADER ►r
DRAWN BY: DATE: REVISED BY. DATE:
i. . , 02/01/201 APPROVED:
EFFECTIVE: 0.
K.L. 05 0
COUNTY ENGINEER OR DESIGNEETSP-20
Page 397 of 1201
Agenda Item #11. 'TECHNICAL SPECIAL PROVISIONS
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TSP-21 Page 398 of 1201
Agenda Item #11. E C HNICA SPECIAL PROVISIONS
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TSP-22
Page 399 of 1201
Agenda Item #11. E CHN CA SPECIAL PROVISIONS
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S -23 Page 400 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
Specifications for 2' 1 ' Modular-Accessible Floating dock
With Inclined Kayak Launch & Aluminum Gangway
Contractor shall furnish and install a 12'x 1 ' modular accessible floating dock with a stable
inclined kayak launch & aluminum gangway m substantial compliance with the A A Standards
for Accessible Design (latest edition), Chapter 10 (Recreation Facilities) and in conformance
with the following specifications:
I. Standard Modular-Floating Dock Sections
I a. Floating dock sections shall he composed of hand welded high density polyethylene (HDPE)
sheet plastic. Sections shall he manufactured using individual HDPE sheets for sides, ends,
bottoms, and lids, with a 100% guaranteed universal wall thickness of .1 ", and completely
encapsulated expanded polystyrene PS foam. The lid or top surface of each section shall have
a 2- 2" lip around the entire float.
I b. Modular floating dock sections shall he fabricated and provided in the following dimensions
(and quantities)to accommodate the overall 2'x1 ' plan design: 4' x ' x " l , ' x 6' x 8" 4 ,
and ' x 8' x 8" .
lc. The top surface of the nodular floating dock section shall be a textured HDPE non-slip
surface, white in color to minimize hot surface temperatures.
1 d. Encapsulated EPS shall he 100% virgin material, and he of a closed cell nature allowing n
more than % water penetration. This specification shall ensure all floating dock sections will
never sirs. . Floatation shall not be accomplished by use of air pockets in any forrn.
e. Modular floating dock sections shall have a marine grade aluminum frame surrounding the
entire perimeter which shall he " x 2" x .12 5" square tubing made of 6061 T6 series aluminum.
Each aluminum frame shall he attached to the HDPE lid with 5 16" x 2-3 4" 304 series Stainless
Steel carriage bolts.
If Each section shall have a maximum weight of no more than 120 pounds, and shall draft no
more than " under dead load. Specified Iive load capabilities of 62 pounds per square foot shall
e supported,
. Connections of Modular-Floating Dock Sections
2a. All connectors shall he provided to attach the nodular sections per plans, and shall he made
from 6061 T6 Marine grade aluminum l.66" x l.66" x .l 2 '' square tubing fastened with 304
Stainless Steel hardware.
2b. Connectors shall create a rigid and stable connection between float sections.
3. Floating Dock Anchorage
a. Floating dock anchorage shall. he achieved with two 2) 10" Timherguard TM pilings or
equivalent) affixed to the floating dock by use of a two-piece "piling hoop bracket. The hoop
bracket shall he bolted directly to the 2" square tube frame system on the exterior edge of the
float section using 304 Stainless Steel hardware.
TSP-24 Page 401 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
3b, Location of brackets shall be detennined during field installation.
. Accessories;
4 . Accessory positions shall be as depicted on plans. All accessories shall be affixed to the
aluminum framing system of the modular floating dock sections with 304 series Stainless Steel
hardware. Accessories include an inclined kayak launch platform, overhead and side assist bars,
and an accessible transfer platform.
4b. Incurred kayak launch platform shall measure 3 0" x ', with a frame constructed with
6061T6 marine grade aluminum 1. " x 1. " x .12 " square tubing with a ,1 0" thick white
non-skid HDPE plastic sheet surface. The launch shall have a double adjustment. The inside end
utilizing hinge pins that have the ability to be placed into one of four pre-drilled locations. The
outside end shall contain a single rope adjustment to serve as the main adjustment point. The
launch shall be tied off using two cleats and shall be pre-installed with a triangular aluminum
diamond plate finish.
4c. Overhead assist bars, and side assist bars shall be field installed per plans. Assist bars shall be
constructed with 1. " schedule 40 aluminum pipe, affixed to the surface of each float with 304
series Stainless Steel hardware, being bolted through the aluminum framing system on each float
section.
4d. The accessible transfer platform shall be made from fiberglass, with a four step transition to
the incurred kayak launch slip as per plans. The transfer platform shall provide access from
wheelchair height level down to dock level and returning to the wheel chair in compliance with
1008.3 Transfer Systems). Each riser stop shall have a slight slope to accommodate entry and
exit and be compliant with 10 .3.2 (Transfer Stops). Two transfer support methods shall be
provided for the transfer platform; an overhead assist bar and are overhead continuous grab bar
per 1008.3.1.4 (Transfer Supports) and 1008.3.2.3 (Transfer Supports) and per 1 0 .4.1 Tuming
Space). Accessible transfer platform shall also comply with 100 .3.1.1 (Size) 100 .3.1.2
(Height), and 10 .3.1.3 (Transfer Space).
5. Roll/Edge Guard;
a. The entire floating dock perimeter, excluding launch slip and gangway access, shall. have
roll/edge guard installed with a 2. "x 1" rounded top edge, bolted into the aluminum frame using
34 stainless steel hardware.
. All attachment hardware shall he countersunk to avoid hazard of exposed hardware.
7. Accessible Aluminum Access Gangway
7a. The accessible aluminum access gangway (gangway) shall be fabricated using 6000 Series
aluminum, with an overall dimension of 4' in width and 3 2' in length, and shall be manufactured
in substantial compliance with the 2010 A A Standards for Accessible Design.
7b. The main structural component of the gangway framework shall be 3 x " l " aluminum
square ribbed tubing. A pre arched design shall be built in for added strength and enhanced
aesthetics as per plans,
S -25 Page 402 of 1201
Agenda Item #11 0 TECHNICAL SPECIAL PROVISIONS
e. Gangway decking shall consist of knurled and ribbed extrusion and shall be welded to the
framework of the gangway.
e. Intermediate handrail shall measure " above gangway decking and maintain a minimum o
" clearance from handrail to handrail. Handrails shall extend out from the end of gangway 12"
and return to end gangway stanchion. Intermediate handrail shall be fabricated of 1 '4" schedule
40 aluminum pipe.
d. I ter ediate handrail shall be affixed to gangway with aluminum railing brackets, with the
centerline o projected handrail bracket a long for a mini urr of 1. " clearance between
handrail and side of gangway,
' e, Gangway shall include a lick plate extending up 2"from decking surface.
' , Landward end of gangway shall be supported with a fixed huge connection utilizing a 4'
dockside sid hinge plate with " schedule 40 aluminum pipe as the hinge pin.
7g. Floating dock end of gangway shall be supported on top of the floating dock with roller
bracket and roller pad assembly per plans.
h. A compensation float section shall be affixed to the floating dock to provide additional
support compensating for the weight of the gangway, and shall provide a capacity of no less than
0 of the total gangway weight.
i. Transition plate from gangway to floating dock shall be fabricated from .2 "'
dlaruondtread plate, allowing for a smooth transition from gangway to floating dock,
TSP-26
_ Page 403 of 1201
Agenda Item #11. E CNCA SPECIAL PROVISIONS
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TSP-27Page 404 of 1201
Agenda Item #11 TECHNICAL SPECIAL PROVISIONS
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Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
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TSP-29 Page 406 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
FIELD FENCE AND 5-STRAND WIRE FENCE FURNISH AND INSTALL
Contractor shall:
1. Fish all materials and labor to install fencing and shall secure all necessary permits,
if required.
2. Provide extra corner and end posts for openings in the fence line, at no additional
charge, as requested-.
3. Confirm with the designated Department representative of 'Intended location for
approval before beg * installation,
4. Coordinate utility location(s)with responsible parties. With the exception of irrigation,
any repair costs to damaged utilities shall be covered- by the Contractor. Down time to
any Palm Beach County facility shall be kept to an absolute mum. In the evert of
any discrepancies, Contractor shall notify the designated Department representative.
.Not deviate from drawings, maps, or specifications without prior written approval from
the designated Department tment representative, in order to keep the fields fence appearance the
same throughout halm Beach County, and to facilitate maintenance and repairs.
6. Have the field-crew supervisor meet with a representative from the Department prior to
any work being started- for each project. Field crews shall be supervised- by the
Contractor. Department staff is not the field supervisor but will per-for frequent and'- or
necessary inspections.
Field Fence
Ate.;
No. 9 Grade 60,Design Number - - , with Class 3 zinc coating.
POSTS...
Steel pasts and braces shall be standard steel posts, galvanized at the gate. of 2 oz./ft.,
together with necessary hardware and wire clamps and meeting the following
requirements:
(A) Dine posts: ' long- 1.33 lbs. ft.; roll formed studding; anchor plate attached 23
ins . .
(B)Approach posts: 2 3 " dia., ' long; 16-guage galvanized; with necessary hardware,
cap, clamps,etc.
(C) Approach posts: 2 3 " dia., ' long- 16-g age galvaiu* edl; with necessary hardware,
cap, clamps,etc.
(D) Braces. " dia., ' long; 16-guage galvanized rail with necessary hardware,
clamps, etc.
(E) The pull, comer, approach and end posts are to be set in concrete.
TSP-30 Page 407 of 1201
Agenda Item #11. TECHNICAL SPECIAL
BARBED WIRE
Steel Barbed Wire can be either of the following types:
Type 1: This type shall conform to the requirements of ASTM A121, with two strands of
12 1 2 gage Tire; four-point barbs, wire size 14 gage, twisted around both lire wires; and,
Class 3 coating.
Type 2; This type same as Type 1 except the two strand wires are twisted in alter ating
directions between consecutive barbs.
Equivalent smooth strand wire may be required where barbed wire is not permissible.
INSTALLA TION
The 47" woven wire shall be attached to steel posts by a minimum of five tie wires. The single
wire ties shall be applied to the top, bottom and three intermittent lire wires. The ends of each tie
wire shall have a minanum of two tight turns around the lire wire. Tie wires shall be steel wire
not less than 0.120" diameter, zinc coating Class 3, soft temper, in accordance with ASTIR
A41.
The woven mire shall be stretched only until ore-half the tension curl has been pulled out of the
line wires
Posts to be set by driving or digging. If by digging, the posts shall be set at the center of the hole
and the soil tamped securely on all sides.
Pull post assemblies shall be installed at approximately 330, centers except that this maxi urn
interval may be reduced on curves where the radius is less than 3°
Corner post assemblies are to be installed at all horizontal and vertical breaks in fence of 1 ° or
more.
A maximum length of 1320' of vvire may be installed as a unit. ,for pulls through a pull post
assembly the Fabric shall be spliced by crimping sleeves only. pulls through a corner post
assembly will not be permitted
For construction purposes, assemblies are defined as follows: End post assemblies shall consist
of one end post, one approach post, one braces, one truss rod and all necessary fittings and
hardware. pull post assemblies shall consist of one pull post, two braces, two truss rods and all
necessary fittings and hardware. Corner post assemblies shall consist of one comer post, two
approach posts, two braces, two truss rods and all necessary fittings and hardware. All posts,
braces, tension wires, fabric, tie wires, Class N8 concrete, and all miscellaneous fittings and
hardware to be included in the cost for Fencing, U. Fencing shall be inclusive of the lengths of
pull, end and comer post assemblies, but exclusive of gate widths.
Five Strand Wire
WIRE:
Steel Barbed wire can be either of the following types:
Type 1: This type shall conform to the requirements of ASTM A 121, with two strands of
12 1 2 gage wire; four-point barbs, wire size 14 gage, twisted around both lime wires; and,
Class 3 coating.
TSP-31 Page 408 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
Type 2: This type same as Type I except the two strand wires are twisted in alteratirg
directions between consecutive barbs.
Equivalent smooth strand wire may be required where barbed wire is not permissible,
STY
Steel posts and braces shall be standard steel posts,, galvanized at the rate of 2 oz./ft.,
together with necessary hardware and wire clamps and meeting the following
requirements:
ents:
(A) Me posts: ' long; 1.33 lbs. ft.; roll fred studding; anchor plate attached 23
insq. .
(B) Approach posts: 2 3 " dia., ' long; 1 -g age galvanized; with necessary hardware,
cap, clamps,etc.
C.)Approach posts: 2 3 " dia., ' long; -g age galvanized; with necessary hardware,
a , clamps, etc.
(D) Braces: " dia., ' long; 1 -guage galvanized rail with necessary hardware,
clamps, etc.
(E) The pull, corner, approach and end posts are to be set in concrete.
INSTALLATION
Five strands of wire shall be attached to the post at " from the ground then 0" intervals above
that. The ends of each tie wire shall have a mom m of two tight turns around the line wire. Tie
wires shall be steel wire not less than 0.120" diameter, zinc eating Class 3, soft temper, in
accordance With ASTM A 41.
Posts to be sot by driving or digging. If by digging, the posts shall be set at the center of the hole
and the soil tamped securely on all sides.
Pull post assemblies shall be installed at approximately 330' centers except that this maximum
interval may be reduced on curves where the radius is less than 3
Corner post assemblies are to be installed at all horizontal and vertical breaks in fence of 1 ° or
more.
maximum length of 13 ' of wire may be installed as a unit. For pulls through a pull post
assembly the fabric shall be spliced by crimping sleeves only. Pulls through a corner post
assembly will not be permitted
For construction purposes, assemblies are defined as follows: End post assemblies shall consist
of one end past, one approach past, one braces, one truss rod and all necessary fittings and
hardware. Pull post assemblies shall consist of one pull post, two braces, two truss rods and all
necessary fittings and hardware. Corner post assemblies shall consist of one comer post, two
approach posts, two braces, two truss rods and all necessary fittings and hardware. All posts,
braces, tension wires, fabric, tie wires, Class IDS concrete, and all miscellaneous fittings and
hardware to be included in the cost for Fencing, U. Fence* g shall be inclusive of the lengths of
pull, end and comer past assemblies, but exclusive of gate widths.
TSP-32 Page 409 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
.remove existine field fence
Contractor shall be responsible for the removal and disposal of existing fencing, as requested.
Remove existing wire fend barbed or smooth wire
Contractor shall be responsible for the removal and disposal of existing fencing, as requested.
121 Bull Gate
Hot-dipped galvanized steel, 2" tube, 16 gauge, -rail, 2" tube vertical supports, 12' length, "
height, mounted on an " diameter, round, pressure-treated, wooden post, buried a minimum of
3' below ground.
14' Bull Gate
Hot-dipped galvanized steel, 2" t6e, l gauge, -rail, 2" tube vertical supports, 14' length, 50"
height, mounted on are " diameter, round, pressure-treated, wooden post, buried a minimum o
' below ground.
1 ' Bull Gate
Hot-dipped galvanized steel, 2" tube, 16 gauge, 6-rail,, " tube vertical supports, 16' length, 50"
height, mounted on an " diameter, round, pressure-treated, wooden post, buried a minimum of
3' below ground.
ACCEPTANCE
Delivered items shall not be considered "accepted" until the designated Department
representative has, by inspection or test of sucb items, determined that they appear to fully
comply with specifications. The Department may return, at the expense of the Contractor and for
a full refund, any items received which fails to meet theDepartment's specifications or
performance standards.
PAYMENT
T
Payment will be based on the prices offered on the Proposal pages. Payment shall be rendered
only upon the Department's satisfaction and acceptance of services/goods received. No
additional compensation shall be paid for travel, fuel, mileage, labor, permits, supervision,
equipment/machinery, materials, tools, transportation and other facilities and services necessary
to dully provide the goods/services, or any/all incidental expenses that may arise from this
service.
Concrete Grindin2 to Remove Trip Hazards
s
The grinding process shall effectively eliminate raised edges and uneven sections of concrete,
creating a gradual transition in compliance with the Americans with Disabilities Act A A
Standards for Accessible Design.
Grin
Contractor. must utilize appropriate grinding equipment capable of removing raised
concrete edges efficiently while maintaining surface integrity
Gradually reduce elevation differences between adjacent concrete sections using
mechanical grinding.
Ensure transitions maintain a slope not exceeding a l:1 2 ratio per AA guidelines.
Feather edges to create a seamless transition without abrupt height changes.
TSP-33 Page 410 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
• Verify post-grinding surface smoothness with a straightedge or digital level.
Cleanup and Disposal
• Remove all grinding debris and dust from the worksite.
• Ensure dust control measures are in place.
• Disease of concrete dust and residue per local environmental regulations.
TSP-34 Page 411 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
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TSP-35 Page 412 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
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TSP-36 Page 413 of 1201
Agenda Item #11
TECHNICAL SPECIAL PROVISIONS
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TSP-37Page 414 of 1201
Agenda Item #11 TECHNICAL SPECIAL PROVISIONS
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TSP-38
Page 415 of 1201
Agenda Item #11. TECHNICAL SPECIAL PROVISIONS
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Agenda Item #11 TECHNICAL SPECIAL PROVISIONS
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Page 417 of 1201
Agenda Item #11.
PALM BEACH COUNTY, FLORIDA
STANDARD SPECIFICATIONS FOR ROAD AND
BRIDGE CONSTRUCTION
Florida DepaAment of Transportation Standard S-pecifications for
Road and Bridge Constructio ated FY 2024-25 shall be used as the
basis for the Work.
h11 is://i�otrn4>w.blab.core.windows.net/site tnr �/dots/de ault-source/speci rcatir���s/bv- ear/f-
2(1,24-25/ebuok/ �2024-25eboo tnalcorrt)-rei�rsed3-4-24. d. sfirsn=1 bab03d 1
The Contractor agrees that the Florida Department of Trans_ ation
Standard Specifications for Road and Bridve Construction, FY 2024-25
Edition, amended as follows by the General Provisions, but not otherwise
changed, shall govern.
ss-i
Page 418 of 1201
Agenda Item #11.
GENERAL PROVISIONS
PALM BEACH COUNTY,FL RI A
GENFRALPROVMONS
DIVISION I
GENERAL REQUIREMENTS AND COVENANTS
SECTION 1
DEFINITIONS AND TERMS
1-3 Definitions
The following terns, when used in the Contract Documents,, have the meaning described as
fellows:
Department THE FOLLOWING IS I1I TITtJTLI :
The Palm Beach County Engineering and Public Works s Department, Palm Beach County, by and
through its Board of County Commissioners,or The State of Florida Department Transportation,
as appropriate. D pailment is intended to be that term which would provide proper terrnrn log r,
making such Standard Specifications and General Provisions as though they were those Standard
Specifications and General Provisions of Palm Beach County in conjunction with Palm Beach
C unty's retained engineer s .Engineer THE FOLLOWINC IS SUBSTITLiTE1 ;
Palm Beach County Engineering,acting directly or through duly authorized representatives,which
are acting within the scope ofthe duties and authority assigned to them.
Note: In order to avoid cumbersome and confasing repetition of expressions in these
Specifications, it is provi ded that whenever anything is, or is to be done, if, as, or,when, or where
4�acceptable, accepted, approval, approved, authorized, c ndernned, considered necessary,
contemplated, deemed necessary, designated, determined, directed, disapproved, established,
given, indicated, insufficient, ordered, permitted, rejected, required, reserved, satisfactory,
specified, sufficient, suitable, suspended, unacceptable, or unsatisfactory," it shall be understood
as if the expression were followed by the words "by the Engineer", "to the Engineer", or "of the
Engineer".
ADD THE FOLLOWING DEFINITION:
Approved Products List -Refers to F T's Approved Products List
111 TliE FOLLONNIIN 4 I FINITIt N:
Financial Project Identification Number— Project Number
ADD THE F 1,L WIN I FINtTI N:
Lot-The definition varies throughout the specification. The Engineer reserves the right to define
the testing limits,
ADD THE FOLLOWING DEFINITION:
GP-1
Page 419 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Substantial Completion -The point at which the project is complete such that it can be safely and
effectively used by the public without farther delays, disruption, or other impediments. For
conventional bridge and highway work, the point at which bridge deck, parapet, pavement
structure. shoulder, drainage, sidewalk, Major demolition, roadway obliteration, permanent
signing and marl inns. traffic harrier, safety appurtenance, utility, and lighting work is complete.
END of SECTION
SECTION 2
PROPOSAL REQUIREMENTS AND CONDITIONS
-I Prequalification of BiddersDELETE AND INSERT THE FOLLOWING:
-1.1 Palm Beach County En ineering and Public Worts Department (Department) does not
certify contractors, Although FD T certification is not a requirement, the Department reserves
the right to utilize FDT's listing of pre-qualified contractors in determining a Bidder's eligibility
to perform the Work required for this project.
Refer to URL h : Nvw.fdot. ov/contracts rc ual info/prequal ified.slit in for access to pre-
qualified FD T contractors for consti-uetion contracts.
2-1.2 The Bidder shall be FDOT certified in the cateeory of FLEXIBLE PAVING
OR
the Bidder shall provide with the Did or within three Business Days of the
Department's request a Qualifications and Experience Package, as set forth in 2-1." ,
and which shall: contain a completed Qualifications and Experience Form with
applicable attachments.
-1.3 Additional information that may be requested by the Department may include but not be
limited to the following (collectively, Additional Ifoi-rnation :
o Si iiilar Projects or Additional Similar Projects completed by the Bidder and/or the
Project Manager or Superintendent for this Contract Key Staff) f Bidder within the
past 5 years
o FD T Certification of Current Capacity and Status ofContracts on Hand (FDOT Foml
525-010-46)
o Detailed infor cation of financial resources of the Dickler
o Listing of equipment owned by the Bidder
o K ey Staff resumes with a statement of their work category experience
GP-2
Page 420 of 1201
Agenda Item #11. GENERAL PROVISIONS
o A list stating the types of work in which the Bidder can provide backup to show
experience, expertise, and competence.
o The aggregate amount of work the Bidder currently has under contract
o Licensure information of the Bidder and personnel
o Betters of certification of final acceptance
o Betters of recommendation
o Any other pertinent information to assist M this qualification review
2-1.4 The Department t will review the Qualifications and Experience Packa a and 'f re uested
the Additional Ir orr ation to detennine 'if the Bidder has sufficient qualifications and experience
to er onn the work. Failure to provide the Qualifications and Experience 'a ka e and where
requested, the Additional In orrnation mav cause the Bid to be Mi cted as non-responsive.
2-1.5 The Department reserves the right to request and require Additional Irfonnatio .,as set forth
in 2- . , to verify a Bidder's experience and qualifications for the Work, all of whicbshall be
submitted within three Business Days of the Department's request.
2-1.6 A person or affiliate who has been placed on the convicted vendor list following a conviction
for a public entity crime may not submit the following:
(a) A bid on a contract to provide any goods or services to a public entity.
(b) A bid on a contract with a public entity for the construction or repair of a public building
or public Fork.
(c) Bids on leases of real property to a public entity.
A person or affiliate who has been placed on the convicted vendor list following a conviction for
a public entity may not be awarded or perform Work as a contractor, supplier, subcontractor, or
consultant under a contract with any public entity, and may not transact business with any public
entity in excess of the threshold amount provided in Section 287.017 F.S., for Category Two. All
restrictions apply for a period of 36 months from the slate of placement on the convicted vendor
list.
GP-
Page 421 of 1201
Agenda Item #11.
GENERAL PROVISIONS
-1.7 - Qualifications and Experience Package Form
1f Bidder is not FDOT certified in the category listed in 2-1.2, then Bidder shall provide the
following within the deadlines set forth in 2-1.2.
Ite s A 1 -4 are Mandate
Qualifications and Experience Form -- Bidder shall use the included Form to provide
information of similar projects completed by the Bidder or by a Ivey Staff member of the
Bidder's firm who will have an active role in the Work in the last 5 years. At least one of the
two projects must have been completed under the Bidder's firm name. Only one of the two
projects may be experience from a previous employer. Bidder may have been either the prime i
contractor or a subcontractor for the projects listed, however, only the portion of the project �
completed by the Bidder should be included in the description on this form.
Resumes of Ivey Staff — attach resumes of Key Staff who will work on this Contract
• (superintendent or above) showing their construction experience.
Equipment -- attach a schedule of(owned) equipment and/or letters from equipment rental
o pany with a line item list of equipment rented to Bidder showing the availability of
equipment that will be needed to complete the Work.
Qualifications and Experience Certification Statement-- Signed certification at the end of
this form.
If requested by the Department per General Provision 2-1.5, the Bidder shall provide items # 5 —
12 within the deadline set forth in 2-1.5.
'. FDOT Certification of Current Capacity and Status of Contracts on Hand
(FDOT Form 5 2 5-0 1 -46
6. Detailed information of financial resources of the Bidder
7. A. list stating the types of work in which the Bidder can -provide backup to show experience,
expertise,and competence.
8 The aggregate amount of work the Bidder cun-ently has under contract
. Licensure information of the Bidder and personnel
10. Letters of certification of final acceptance
11. Letters of recommendation
1.2. Any other pertinent information to assist in this qualification review
GP-4
Page 422 of 1201
Agenda Item #11.
GENERAL L PROVISIONS
Similar Prniect Experience -Project##1
Name of Project: �S!
Location of Project: AeArA= �=
Total Construction Cost: $ zo&p 7
Owner of Project
F i rm/Entity:
Contact Person: AWWN ku Sm-i&j I
Phone Number: cvp i 2R 57o
ti 3
Email Address: 7-1 Kd, ao V
Contract Information
Contract Parties: Contract was between rSW,5 and
__U (Ise official firmlentity names as shown on the Contract)
Contract# and/or Project ##:
d`
Contract Start Date: Contract Completion Date: ft(coh anz(,t,
Bidder Status on Project: e Contractor Subcontractor 1 Ivey Staff experience
(circle one) from previous employer
Name of Client: (either Prime or�..Project Owner)
Client Contact Person: 7
Client Phone Number:
Client Email Address: ADO
Contract Amount Paid to Bidder's Firm: $ 20& t
-75,
(will not be full contract amount unless Bidder performed 100%of the work with its oven forces)
Description of work completed by Bidder(or Key staff member): Ar If a"Lo reAr
.'!
A031 A00,
r
s` &CAM Ile
.0007
GP-5
Page 423 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Similar Proiect Experience -Project#
Name of Project:
Location of~Project- "4 466e-"Total Construction Cost of Prof ec : 6 3
Owner of Pro'ect
Firm/Entity. c-f Ae&104�
Contact Person: VJ- 4 -
Phone Number: - viv— to3
Email Address: k az t <
Contract Information
Contract Parties: Contract was betwee and i
se official fiimintity nalx�es as shown on the Contract
Contract ndo�- Project#
Contract Start Date: — Contract Completion Date: q !
Bidder Status on Project, i-orne Contractor .l Subcontractor 1 KeyStaff ertnce
ex p
(circle one) _ - - from previous e plo er
Name of Client: either Prime or Project Owner
Client Contact Person: lli VOL164% i
Client Phone Number: <i7ij
Client Email Address: 11..r =1 -�
Contract Amount Paid to Bidder's Firm: ►
(will not be full contract amount Finless Bidder performed 100%of the work with its own forces)
Description of work completed by Bidder(or Key Staff member)- Uln,,f
- f6�ee4P, �Ji qP W -
-
P-
Page 424 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Qualifications and Experience Certification Statement
The undersigned hereby certifies that all information on and attached to this Qualifications and
Experience Form is true and correct. Further,it is hereby acknowledged that any misrepresentation
by the Bidder herein may result in the Bidder being disqualified.
C
Co
and Na Authorized Officer:
�i
Address: ,wowe CFOSignature:
Z;Z: 100
(End of Qualifications and Experience Package Form)
2-2 Proposals
- .1 Obtaining Proposal Forms DELETE AND INSERT T THE FOLLOWING:
Obtain a Proposal under the conditions stipulated in the Advertisement for Bid. The Advertisement
states the location and description of the Work to be performed; the estimate of the various
quantities if applicable);the items of work to be performed if applicable);the Contract Time:the
amount of Proposal Guaranty; and the date, time, and place of the opening of Proposals. The
Proposal Form will also include any Special Provisions or other requirements which vary from or
are not contained in the Standard Specifications.
The Plans, Specifications and other documents designated in the Adverdsement are part of the
Proposal, whether attached or not. Do not detach any papers bound with or attached to the
Proposal.
ADD TME FOLLOWING SU A 11 L :
- .1.1 Filling out Proposal Form (Pay Item Forms)
In f i l l i ng out Proposal Forms, Bidders shall be governed by the foI i owing pr visi ons:
(a) Proposals can be made on the blank Proposal Form provided (Excel file). The blank spaces in
the Proposal Form must be filled in,regardless of whether quantities are shown,and no change
shall be made either in the phraseology of, or in the items listed in the Proposal Form. It is the
Bidder's responsibility to check and verify the accuracy of excel file formulas/extensions.
Bidders are reminded that this is a unit price contract, and bid totals will be based on actual
unit prices provided (see Section "e"}below) regardless of extensions and totals shown.
(b) Each Proposal Fonn shall specify a unit price, for each of the separate items, as called for.
GP-7
Page 425 of 1201
Agenda Item #11.
GENERAL PROVISIONS
(c) Any Proposal which does not contain prices set opposite each of the items for which there is a
blank space, or any Proposal which shall in any manner fail to conform to the conditions of the
published notice will be cause for rejection.
(d) Proposals must be signed in ink by an authorized officer of the firm with the signature in full,
and name and title of the officer. Example:
John Igoe Contracting Company
By: John Doe, President
(e) In the event of mathematical errors in the extension of units and unit Prices,the unit price shall
prevail. The `Total Bid"' as indicated on the Proposal Forms shall be the summation of the
extension of units and unit prices only. Should the Proposal include `{Alternates ", the total
amount that will be considered for the "Al tern to s " shall also be the summation of the
extension of units and unit prices only, with the unit price prevailing.
When "Alternates " are included, the Department reserves the right to award the Contract
based on the`Total Bid",with or without the"Alternates ',with no recourse to the Contractor.
(f) When a corporation is a Bidder, the person signing shall state under the law of what state the
corporation was char ered� and the name and title of the officer having authority under the by-
laws to sign Contracts.
(g) Anyone signing the Proposal as agent rust submit the Proposal with legal evidence ofits
agent's authority to do so. Post office address, county and state, must be given after the
signature.
(h) Proposals that contain any omission, erasure, alteration', addition or item not culled for in the
Engineer's estimate, or that show irregularities of any bind, will be considered as infonnal or
irregular. This will be cause for the rejection of the Biel.
2-2.2 Department Modifications to Contract Documents DELETE ANi INSERT THE
FOLLOWING:
Modifications to any Contract Documents will be posted at the following URL address.
htt s: bcvss bc. o ss rd Ad anta e
The Bidder shall take responsibility for checking and downloading the revised data from the
Department's website. If the Department's website cannot be accessed, contact the Palm Beach
County Purchasing Department at 1)616-6800 or email PBCVendoi,@pbcgov.org.
- .3 Internet Bid Submittals DELETE IN r ,S ENTIR TY
2-2.4 Bard Co py Bid Su bmittais DELE TE AND IN SSE RTTi Ll ING:
GP-
Page 426 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Unless otheirwise indicated in the Advertisement for Bid, the Contractor shall prepare and submit
the Bid as a hard copy submittal to the Department in accordance with the Contract Documents.
Print and submit Bid documents generated from the web site on letter size paper. Ensure that all
computer generated sheets are legible. The Department prefers 12 point font size and recornnnends
a minimum of 20 pound paper.
The Department wi11 not be held responsible if the Bidder submits a Bid that i s'incomplete. Failure
to follow proper procedures may cause the Biel to be declared non-responsive, or irregular.
2-5 Preparation of Proposals I ELFff AND tNSFAZT THE FO1LO 'NG:
- .1 General DELETE AND INSERT THE FDLL WING:
Submit Proposals on the form described in 2-2. Any pay item that will be provided free or at no
cost to the Department shall be indicated as ` free"or`1 .00". If the pay item is left blank or N/A
is used, the Did may be declared irregular. Show the total of the Bid where called for on the
Proposal Porrns.
2-5.2 Internet Bid Submittals DELETE M M ENTIRETY
2- .3 Lard Copy Bid Submittal DELETE AND INSET T THE FOLLOWM :
If the Proposal is made by are individual, either in the Bidder's own proper person or under a trade
or firm name, the Bidder shall execute the Proposal under the Bidder's signature and enter the
firm's office street address.
If made by a partnership, execute the Pi-oposal by setting out in full the names of the partners, the
firm name of the partnership, if any, have two or more of the general partners sign the Proposal
and enter the Bidding firms office street address.
If made by a corporation,, execute the Proposal by setting out in full the corporate name and have
the president or other legally authorized corporate officer or agent sign the Proposal, affix the
corporate seal and eater the bidding corporation's office street address. If made by a limited
liability company, execute the Proposal by setting out the company name, have the manager or
authorized member sign the Proposal and enter the bidding company's office address.
If made by a joint venture, execute the Proposal by setting out the joint venture name, have the
authorized parties sign the Proposal and enter the bidding off ice's street address.
-6 Dejection of Irregular Proposals DELL,111:AND INSEI T TIDE ML LOW]N :
GP-9
Page 427 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Aw Proposal is irregular and the Department may reject it if it shoves omissions, alterations of form,
additions not specified or required, conditional or unauthorized alternate bids, or irregularities of
any kind; or if the unit prices are obviously unbalanced, or if the cost is in excess of or below the
reasonable cost analysis values.
ADD THE FOLLOWNG SLAB A ' 10Y,AIP 2
- .1 Unbalanced Bid Items
Bid items in which the unit prices are not in line with the industry standards or averages for the
items, may be considered to be unbalanced and rejected.
For a Bid to be balanced, each item must carry its proportionate share of direct cost, overhead and
profit. Unbalanced items which are installed and billed at the beginning of a project may lead the
Bid to be irregular due to front-end loading the Bid.
Bids which are determined by the Department to be front end loaded,unbalanced or which contain
unbalanced line item pricing when compared to competitor's bids for the same item and standard
industry prices,and which significantly deviate from the r epailment's determination of acceptable
line item pricing, may be rejected by the Department.
2-7 Guaranty to Accompany Proposals (Bid Bond) DELETE AND INSERT'T' THE
The I epartment w 111 riot consider any Proposal unless accompan1ed by a ProposaI Guaranty of the
character and amount indicated herein, and unless made payable to the Board of County
Commissioners, Palm Beach County, Florida. Submit the Proposal with. the understanding that
the successful Bidder shall furnish a Contract Bond pursuant to the requirements of - .
The Bidder's Proposal Guaranty is binding for all projects included in the Contract awarded to the
Contractor pursuant to the provisions of this Subarticle.
The Proposal Guaranty may be a Certified Check or a Cashier's Check and shall be made payable
to the Board of County Commissioners, Palm Beach County, Florida, in the amount of % (Five
Percent) of the total gross ani unt of the Bid as a guarantee that the Bidder, if given a letter of
intent to award,, will within fourteen 14 consecutive Working Days of the date of the letter} enter
into a written Contract with the Board of County Conuni ssloners in accordance with the accepted
Bid. Certified cheeps shall be signed by the party whose Bid it accompanies.
2-8 Delivery of Proposals
2- .1 Internet Bid Submittals DELETE IN MSENTWTV
2- .2 Lard Copy Bid Submittals DELETE All I1' L1 'I*7TiE FOLLMN NG:
Submit the Proposal in a sealed envelope bearing on the outside the name of the Bidder, the
G -10
Page 428 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Bidder's address, date of opening, and in large letter's, the words:
CONSTRUCTION O : PATHWAY AND MINOR CONTNMG SERVICES CONSTRUCTION
CONTRACT
for which the Bidder submitted the Bid.
For Proposals that are submitted by nail, enclose the Proposal in a sealed envelope, marked as
directed above. Enclose the sealed envelope in a second outer envelope addressed to the
Department, at the place designated in the Advertisement. For a Proposal that is not submitted by
mail, deliver it to the Department, or to the place as designated in the Advertisement. The
Department will return Proposals received after the time set for opening Bids to the Bidder
unopened.
Bidder may withdraw a Proposal at any time prior to that fixed for opening Bids without
prejudice to him/herself.
2-9 withdrawal or Revision of Proposals
- .1 Internet B id Submittals DEL TT IN M ENTIRETY.
2-9.2 Hard Copy Bid Submittals DELETE AND[NSE TTI F LIA) 'IN :
Bidder may withdraw or revise a Proposal after submitting it, provided the I epw-trnent receives
a written request to withdraw or revise the Proposal prior to the time set for opening of Bids. The
resubmission of any Proposal withdrawn under this provision is subject to the provisions of - .
END OF SECTION -
SECTION
AWARD AND EXECUTION OF CONTRACT
3-2 Award of Contract
- .1 General D ELE TE AND INSE T THE I4 LL WIN
If the Depailment decides to award the Contract, the Department will award the Contract to the
lowest responsible, responsive Bidder whose Proposal complies with all the Contract Document
requirements. If awarded,the Department will award the Contract within one hundred eighty(180)
days after the opening of the Proposals, unless the Special Provisions change this time limit or the
Bidder and the Department extend the time period by mutual consent.
GIB-11
Page 429 of 1201
Agenda Item #11.
GENERAL PROVISIONS
For the purpose ofaward, the low Bich shall be the lowest amount bid for the "Total Bid", and if
any alternates are considered, it shall be the "Total Bid{' plus the addition for the alternate or
alternates which the Department may select.. In no case will any award he made until all necessary
investigations are made into the responsibility of the lowest Bidder.
Prior to award ofthe Contract by the Department, the Bidder must provide proof of authorization
to do business in the State of Florida.
Project Award
The Department reserves the right to make multiple awards for this contract. In the event the
Department exercises this right, award will be made to the lowest,responsive,responsible Bidders.
Work.will be issued to the Bidders at the Department's discretion.
3-5 Contract Bond Required
3- .1 General Req u irements for All Bonds DELEXE AND MSE T THE FO LLOWiN ':
Under no eireur stances shall the Contractor begin Work until it has supplied the Department with
a Contract Bond. Upon award, furnish to the Department, and maintain 1n effect throughout the
life of the Contract,an acceptable Contract Bond. Obtain the Contract Bond from a Surety licensed
to conduct business in the State ofFlorida, meeting all ofthe requirements the laves of Florida
and the regulations of the Department, and having the Department's ent's approval. The penal Sung of
the Contract Bond shall automatically increase as the Contract Amount increases; provided,
however, that any increase of more than 2 % from the initial Penal Sum, requires the Surety's
written consent. Ensure that the Surety's Florida Licensed Insurance Agent's name, address, and
telephone number is clearly stated on the Contract Bond form.
To insure the faithful performance of each and every condition, any stipulation and requirement
f the Contract Documents and to indem-nify and save harmless the Department from any and all
damages, either- directly or indirectly, arising out of any failure to perfomi same, the Contractor
shall furnish to the I epailment, the Contract Bond on forms attached hereto.
- .1.1 work Order For mess Than $200,000
For each work Order in an amount less than $200,000, furnish to the Department and maintain in
effect throughout the duration of the work Order,a Surety Bond in the amount of $50,000, as
security for faithful performance of work Order(s) and for the payment of all persons performing
labor and fumishing Materials in connection therewith. In the went that the amount of a proposed
Work exceeds the amount of the Surety Bond, fumish additional Surety Bond, in increments of
$50,000, so that the total amount of the Surety Bond(s) exceeds the amount of all Work Orders.
3- *1.2 Work Order For$200,000 or More
GP-12
Page 430 of 1201
Agenda Item #11.
GENERAL PROVISIONS
For each Work Order in the amount of$200,000 or more, furnish to the Department and maintain
in effect throughout the duration of the Work Order, are acceptable Surety Bond in an amount at
least equal to the amount of the total Work Order, as security for faithful erfonrnance and for the
payment of all persons performing labor, and furnishing Materials in connection therewith.
3-6 Execution of Contract and Contract Bond DELETE AND INSERT THE PDLL WING:
The Contractor shall execute the Contract and provide satisfactory Contract Bond and
documentation evidencing all insurance required per Section -1 (Insurance) to the Department
within fourteen 14 Working Days of the date of the Letter of Intent to Award.
Per Section -] Contractor shall perform not less than 40% of the total Contract with its
own organization. Therefore, Contractor shall submit with the Contract Documents a detailed
breakdown (its dollars and percentage) of hove the total Contract amount is proposed to b
distributed. The breakdown shall slow all relevant information for the Contractor and all sub-
contractors.
ADD THE FOLLOWING U -A TICLE:
3- .1 Recording of Contract Bond
Before commencing the Work, Contractor small provide to the Department a certified copy of the
recorded Contract Bonds . Department may not make any payment to Contractor until Contractor
has complied with this requirement.
3-7 Failure by Contractor to Execute Contract and Furnish Bond DELETE AND INSERT
THE FOLLOWING
In the event that the Contractor fails to execute the Contract and to furnish an acceptable Contract
Bond, as prescribed in 3-5 and - , within fourteen 14 Working Days of Intent to Award, the
Department may cause the Contractor to forfeit the Proposal Guaranty to the Department not as a
penalty but as liquidation of damages sustained. The Department may then award the Contract to
the next lowest responsive, responsible Bidder, re-advertise, or accomplish the Work using
alternate resources.
3-8 Audit of Contractor's Records DELETE AND INSERTS FOLLOWING:
Upon execution of the Contract, the Department reserves the right to conduct art audit of the
Contractor's records pertaining to the project. The Department or its representatives may conduct
are audit, or audits, at any time prior to final payment, or thereafter- pursuant to -13. The
Department may also require submittal of the records from either the Contractor or any
subcontractor or material supplier. As the Department deems necessary, records include all boobs
of account, supporting documents, and papers pertaining to the cost of performance of the Work.
Retain all records pertaining to the Contract for a period of not less than five years from the date
of the Engineer's final acceptance of the project, unless a longer minimum period is otherwise
specified. Upon request,make all such records available to the Department or its representatives ,
For the purpose of this Article, records include but are not limited to all books of account,
OP-I3
Page 431 of 1201
Agenda Item #11.
GENERAL PROVISIONS
supporting documents, and papers that the Depailment deems necessary to ensure compliance with
the provisions ofthe Contract Documents. If the Contractor fails to comply with these
requirements, the Department may disqualify or suspend the Contractor from lidding on or
working as a subcontractor on future Contracts. Ensure that the subcontractors provide access to
their records pertaining to the project upon request by the Department. Comply with Section
2 .0555 , Florida Statutes, acid incorporate in all subcontracts the obligation to comply with
Section 2 . 55 5 , Florida Statutes.
END of SECTION
SECTION
SCOPE of THE WORK
-1 Intent of Contract DELETE AND INSERT THE FOLLOWING:
The intent of the Contract is to provide for the construction and completion in every detail of the
Work described in the Contract.. Furnish all labor, Materials, Equipment., tools, transportation and
supplies required to complete the Work in accordance with the Contract Documents.
A1.1 ofthe Work involved in this project shall conform to the construction flans and Specifications
and shall be completed in a workmanlike manner. All debris is to be removed within the time
specified in the Contract.
4-3 Alteration of Plans or of Character of Work
-3.1 General DELETE AND INSERT THE FOLLOWING:
The Engineer reserves the right to make, at any time prior to or during the progress of the Work,
such increases or decreases in quantities and such alterations in the details of construction as may
be found necessary or desirable by the Engineer. Such increases, decreases or alterations shall not
constitute a breach of Contract., shall not invalidate the Contract, nor release the Surety from m any
liability arming out of this Contract or the Contract Bond. The Contractor agrees to perform the
Work, as altered, the same as if it had been a part of the original Contract.
- .9 Cost Savings Initiative Proposal DFIETE IN I1',1%oE"-R-ETY.
4-3.10 Voluntary Acceleration ADD TlI E F LI.ONVI NG SUB ARTICLE:
For contracts with an original Contract Time of 180 calendar days or more, the Contractor may
submit a written request to the Engineer to expedite constructr n. The goal 1s to rnrnrmr ze
inconvenience to the traveling public and reduce construction duration by voluntarily accelerating
constr-action to achieve final acceptance ahead of the original Contract Time. Voluntary
acceleration proposals may be submitted to the Department for review and approval at any time
prior to 90 percent completion of the Contract.
G -1
Page 432 of 1201
Agenda Item #11 0.
GENERAL PROVISIONS
Upon submittal of the written proposal, the percentage of completion used to determine an eligible
Contract Time Savings percentage will be based on the percentage paid on the Contract amount,
as processed in the most recent monthly estimate. Acceptance of the proposal 'is at the sole
discretion of the Department, Contract Time Savings is defined as the difference between the
Contract Time and the number of calendar days elapsed when final acceptance is achieved in
accordance with. -1 1. The maximum um percentage of Contract TiMe Savings that is shared will be
dependent upon the Contract Percentage of Completion, as defined below:
Contract Percentage of Completion. Percent of eligible Contract Time Savings (PELT)
%to O ho comp p ete ................■.....#...ra s a..................... 1 0 %
GreaterthanV�1�1./to %complete ..**..#..#..#...#...#...#.s.... f %
Greater than 70%to 0%complete ............................... 50%
Upon approval of a proposal, the Contract Time, as of the date of written approval by the
Department, will be reduced by 5 percent, A Supplemental ental .greement will formalize this
reduction and define the revised Contract Tine. The payment amount established in the
Supplemental Agreement shall be based on the anticipated days of acceleration, submitted by the
Contractor and accepted by the Department, and applied to the calculation. Calculations shall use
the following formulas:
CTS (Contract Time Savings,days)=Contract Time—Total Contract Days Used at Final
Acceptance
Shared Savings= CTS x P CT) x [CE1 Daily Bum Rate* x SF)]
Where D=Average Overhead per Day as defined by Specification -3.2.1
The CI Daily Bum Rate is to be determined by the Department.
Table -2
Contract Time e Savi n s and Savings Factor
Percent of Time Savings (Contract Time
. Savings Factor
es Sav s/Orr anal Contract T
%to 15% 0.50
Greater than 1 %to 30% 0.65
Greater than 3 0%to 5 0% 0.80
More than 0% 0.95
The Contract Time used in these calculations will include all adjustments made in accordance with
-7. Payment will be made after final acceptance in accordance with -1 I. This payment is not
considered an incentive, but rather a reflection of savings from reduced C I costs and benefits to
the traveling public for early completion.
GP-1
Page 433 of 1201
Agenda Item #11.
GENERAL PROVISIONS
4-4 Unforeseeable Wo rk D EIT,TE AND INSERT THE FOLLOWING:
When the Department requires work that is not covered by a price in the Contract,, and the
Department finds that such work is essential to the satisfactory completion of the Contract within
its intended scope, the Department will make an adjustment to the Contract. The Engineer will
determine the basis ofpayment for such are adjustment in a fair and equitable amount.
END of SECTION
SECTION
CONTROL OF THE WORD
-I Plans and Working Drawings
-1.1 Contract Documents DELETE AND INSERT TiIE E LLOWINQ
The Contractor will be furnished five copies of the Plans and Specifications at the Pre-
Construction Meeting. Additional copies may he purchased from the Department, at a total cost
f per set of Plans and Contract Documents.
The Contractor shall have Contract Documents available on the job site at all times.
5-1.4.5 Submittal Paths and Copies
5-2 Coordination of Contract Documents DELETE AND INSERT THE FOLLOWING".
These Specifications,the Plans, Special Provisions, and all supplementary documents are integral
Parts of the Contract; a requirement occurring in one is as binding as though occurring In all. All
parts of the Contract are complementary and describe and provide for a complete Work.
when not stipulated as being covered under other pay sterns, pay items will include:
• the work and Materials specified in the Specifications
• additional, incidental wort , not specifically mentioned,
o when so shown in the Plans
o if indicated, or obvious and apparent, as being necessary for the proper completion
of the wort
In eases of discrepancy.. the governing order of the documents is as follows:
1. Proposal i.e. pay items, Bid items)
. Special Provisions
. Technical Special Provisions
4. Plans
. Standard Plans
. Design Standards
GP-I
Page 434 of 1201
Agenda Item #11.
GENERAL PROVISIONS
7. Supplemental Specifications
. General Provisions
. Standard Specifications
Computed dimensions govern over sealed dimensions.
5-7 Engineering and Layout
-7.1 Control Points Furnished by the Department ADD TTIE FOLLOWING AT THE END of
TICS ARTICLE.
Should reference points or benchmarks fall within construction limits, the Contractor shall notify
the Engineer for survey coordination, and establish new reference points or benchmarks in
locations that will not be affected by the construction and preserved upon completion of
construction.
The Contractor shall have a licensed surveyor verify the accuracy ofthe survey data Prior t
proceeding with Corp.
5-7.3 Layout of Work DELETE AND INSERT THEFOLLOWING:
UtiI1Ang the control Points furnished by the Department in accordance with 5-7.1, the Contractor
shall have a licensed surveyor verify the accuracy of the survey data prior to proceeding with
Work!, and establish all horizontal and vertical controls necessary to construct the Work in
conformity to the Contract Documents. Perform all calculations required, and set all stapes needed
such as grade stapes, offset stapes, reference point stapes, slope stapes, and other reference marks
or points necessary to provide lines and grades for construction of all Roadway, Bridge, and
miscellaneous items.
When performing utility construction as Part of the project, establish all horizontal and vertical
controls necessary to carry out such Work.
-10-Inspections
-1 .2 Inspection for Acceptance DELETE AND INSERT THE oLLo NING:
Upon notification that all Contract Work, or all Contract Work on the portion of the Contract
scheduled for acceptance, has been completed, the Engineer will Knape an inspection for
acceptance. The inspection will be made within seven days of the notification. If the Engineer
finds that all Work has been satisfactorily completed,the Department will consider such inspection
as the final inspection. If any or all of the Work 1s found to be unsatisfactory, but Substantial
Completion is achieved,, within the time allowed by F.S. 218.77 , the Department will prepare a
Punch List that includes an estimate of the cost to complete each item on the Punch List,as required
by the Local Government prompt Payment Act. Punch List shall be considered the list of
P-1
Page 435 of 1201
Agenda Item #11.
GENERAL PRVISIONS
comments and/or action items required to reader the work complete, satisfactory, and acceptable
resulting from an inspection by the Department.
The Contract Time shall be suspended to allow the Contractor time to complete the Punch List in
accordance with the followinp, schedule; with the suspension commencing upon the date of the
wl`itten notification by the Department:
Contract Amount Contract Time Suspension
$51000,0 30 Days
$5M000 $1 , 45 Days
$10100000 60 Days
If all work is not completed the Contractor and accepted by the lei ine r during the Contract
Time Suspension, the Contract Time shall resume and after any remainmR Contract Time is
expended, Liquidated Damages shall be assessed until all Work is accepted by the En imoer.
Upon satisfactory completion of the Work, the Department will provide written notice of
acceptance, either partial or final, to the Contractor.
Until final acceptance in accordance with 5-11, replace or repair any damage to the accepted
Work at no additional cost to the Department and as provided i -14.
5-12 Claims by Contractor
5-12.2 Notice of Claim
5-12. .1 Claims for Extra work DELETE tN M E InRE'11'
5-12.3 Content of written Clain DELETE ITEM IN ITS ENTIRETY
-12.5 Pre-Settlement and Pre-Judgment Interest DELETE IN ITS ENTIRETY
5-12.6 Compensation for Extra Work or Delay DELETE IN ITS ENTIRETY
END OF SECTION
SECTION 6
CONTROL OF MATERIALS
-1 Acceptance Criteria
ADD 714E F,OLLONNING StO ARTICLE:
6-1,15
GP-1
Page 436 of 1201
Agenda Item #11.
GENERAL PROVISIONS
All Materials that are subjected to tests by samples or otherwise, shall be compensated for as
follows:
(a) All tests made that indicate failures to meet the design criteria shall be paid for by the
Contractor.
(b) All tests made that indicate passing of the design criteria and approved as such by the Engineer,
shall be paid for by the Owner or Palm Beach County.
- .2 Source ofSupply-S teelREPLACE UTLE OF ARTICLE Wrffl THE FOLLOWING:
Source of Supply-Steel (For Federal Aid Contracts only)
ADD I'HF FOLLOWING SUB AI TIC:
-6 Warranty
The Contractor guarantees to the Owner and Engineer that all Materials and Equipment furnished
under this Contract will be new unless otherwise specified and that all Work will be of good
quality, free from faults and defects and in conformance with Contract Documents. All Work not
so conforming to these requirements may be considered defective. If required by the Engineer,
the Contractor shall furnish satisfactory evidence as to the kind and quality of Materials, Work,
and Equipment. All Work shall be warranted and guaranteed unconditionally for a period of one
(1)year after the letter of final acceptance. The Surety shall he bound with and for the Contractor
in the Contractor's faithful observance of the guarantee. The Contractor shall furnish to the
Department, the Porn of Guarantee on forms attached hereto.
END of SECTION
SECTION
LEGAL REQUIREMENTS
AND RESPONSIBILITY To THE PUBLIC
7-1.9 Florida Minority Business Loan Mobilization Program DELETE IN ITS ENTIRETY.
-2 Permits and Licenses
7-2.1 General DELETE AND INSERT THE FOLLOWING:
Except for permits procured by the Department, if any, procure all pen-nits and licenses, pay all
charges and fees, and give all notices necessary and incidental to the due and lawful prosecution
of the Wort .
It shall be the Contractor's responsibility to become familiar with all local governmental codes,
ordinances, and laws governing, associated with, or pertaining to the prosecution and completion
P-1
Page 437 of 1201
Agenda Item #11.
GENERAL PROVISIONS
of the Work. Any costs involved in procuring perrnits and licenses, complying with local codes,
ordinances or laws, or giving notices shall be incidental to the project and paid by the Contractor.
The Department will also acquire any modifications or revisions to an original perinit when the
Contractor requires such modifications or revisions to complete the onsh-u tion operations
specified in the Plans or Special Provisions and within theRight-of-Way limits.
Acquire all permits for Work performed outside the Right-of-Way or easements for the project.
Acquire permits required by municipality or public agency, including but not limited to tree
removal and de catering permits. The pen-hitting time shall be included in the Proposal and Work
progress schedule. The Contractor shall also be responsible for completing appropriate
certifications by a Professional Engineer, certified in the State of Florida, as outl fined on PER-1.
In carrying out the work in the Contract, when under the ;jurisdiction of any environmental
regulatory agency, comply with all regulations issued by such agencies and with all general,
special, and particular conditions relating to construction activities of all permits issued to the
Department ent as though such conditions were issued to the Contractor. Post all permit placards in a
protected location at the worksite.
In case of a discrepancy between any permit condition and other Contract Documents,, the more
stringent condition shall prevail.
-11.3Contractor's Use of Streets and Roads
7-11.3.2 On the State Highway System DEL T E A N D I N S E 11 T THE FO L LO M'ING:
When hauling Matelials or Equipment to the project over roads and bridges on the State Highway
System and such use causes damage, immediately, at no expense to the Department, repair such
Road or Bridge to as good a condition as before the hauling began.
7-11.5 Utilities
7-11. .1 Arrangements for Protection or Adjustment DELETE AND INSERT' TH F
FOLLOWING:
Unless otherwise specified, all references to utility Work, conflicts, relocation, Coordination,
adjustments, errnit.s, utility a items, and similar references shall be considered separate and
.I p pay
distinct from Roadway and Bridge items and shall pertain to all utilities including Palm Beach
County Water Utilities Department PBCV U and Palm Beach County Traffic Division. The
Contractor shall be responsible to be famillar with and assure that all utility related Work
performed in accordance with each respective utility depailment's minimum engineering and
construction standards.
Sufficient time has been allotted in the Contract time for the Contractor to coordinate the
installation and relocation, if necessary, of all utilities.
G - o
Page 438 of 1201
Agenda Item #11. GENERAL PROVISIONS
The Contractor shall be responsible to ascertain the exact location of all utilities prior to
construction regardless of inf r a Lion which may indicated on the drawingirs. Utilities shall be
located and marled in the field.
The Contractor shall be responsible to verify if "`other' utilities (not shown in the Plans) exist
within the area of construction. Should there be utility conflicts, the Contractor shall inform the
Engineer and notify the respective utility owners to resolve utility conflicts and utility adjustments,
as required.
The Contractor shall plan his work and conduct his construction operations in cooperation with
the various utility companies. The Contractor shall use extreme caution where construction is
performed in proximity to utilities, and the Engineer and the respective utility owner shall be
notified when any work may conflict with the utilities.
The Contractor- shall make all necessary arrangements with the Utility Companies concerned for
the maintenance oftheir limes during the construction period. In the event that complete relocation
of utilities has not been accomplished prior to the effective date of the "Notice to Proceed", the
Contractor nevertheless shall commence to work under this Contract and schedule his work to
avoid interference with the utility relocation Work. The Department will not be liable for any
damage to any utilities due to any action by the Contractor.
7-12 Responsibility for Damages, Claims, etc.
-12.1 Contractor to Provide Indemnification DELETE AND INSERT THE FOLLOWING:
The Contractor shall indemnify and hold harmless the Department and all of its officers, agents,
and employees from and against all suits, actions,claims, demands, liability,expense,loss, east or
causes of action of any kind l r character, including ttorney' fees and costs, whether at trial or
appellate levels or otherwise, arising out of, because of, during, or due to the extent caused by the
negligence, recklessness, or intentional wrongful misconduct of the Contractor and persons
employed or.utilized by the Contractor in the performance of this Contract.
To the extent permitted by, and in accordance with, F.S. 725.06, for purposes of indemnity, the
"persons employed or utilized by the Contractor"' shall be construed to include, but not be limited
to, the Contractor, its staff', employees, subcontractors, all deliverers, suppliers, furnishers of
material or services or anyone acting for, on behalf of, or at the request of the Contractor.
The Contractor shall include the provision in any and all agreements with subcontractors executed
in connection with this Contract.
Unless otherwise noted herein, no provision of this Contract is intended to, or shall be construed
to, create any third party beneficiary or to provide any rights to any person or entity not a party to
this Contract, including but not limited to any citizen or employees of the Contractor.
7-13 Insurance DELETE ENTIF E SECTION A N l) INSERT THE FOLLOWING:
GP- I
Page 439 of 1201
Agenda Item #11. GENERAL PROVISIONS
7-13.1 General
Unless otherwise specified in this Contract, or approved by the Department, the Contractor shall,
at its sole expense, maintain in fall force and effect at all times during the Contract and the
performance of Work, including the warranty period, insurance coverage with limits, including
endorsements, not less than those set forth in the Insurance Coverage and Limit Table below and
with insurers and under forms of policies acceptable to the Department.t. Contractor shall famish
to the Department Certificates of insurance evidencing that such policies are in full force and
effect, not later than fourteen 4 Calendar Days of the date of the letter of Intent to Award, but
in any event, prior to execution of the Contract by the Department and prior to commencement of
Work. Such certificate(s) shall adhere in every respect to the conditions set forth herein.
The requirements contained herein as to types and limits, as well as theDepartment's approval of
insurance coverage to be maintained by Contractor, are not intended to and shall not in any manner
limit or qualify the liabilities and obligations assumed by Contractor under the Contract.
-13.1.1 Commercial General Liability Insurance
Furnish and maintain a standard Insurance Service Office (ISO) version Connercia.l General
Liability policy form,or its equivalent providing coverage for,but not be limited to, Bodily Injury
and Property Damage, Premises/Operations, Personal Injury, Products/Completed Operations,
Independent Contractors, Contractual Liability, Broad Form Property Damage, X-C- X
Explosion; C = Collapse; U = Underground Coverages f applicable), Sever ability of Interest
including Cross Liability,and be in accordance with all of the limits,terms and conditions set forth
herein. Contractor agrees this coverage shall be provided on a primary basis.
-13.1..2 Business Automobile Liabfli y Insurance
Furnish and maintain a standard ISO version Business Automobile Liability coverage form, or its
equivalent, providing coverage for all owned, non-owned and hired automobiles, and in
accordance with all of the limits, terms and conditions set forth herein. Contractor agrees this
coverage shall be provided on a primary basis. Notwithstanding the foregoing, should the
Contractor not own any automobiles, the business auto liability requirement shall be amended to
allow the Contractor to agree to maintain only Hired and Non-Owned Auto Liability. This
amended coverage requirement may be satisfied by way of endorsement to the Connnercial
General Liability, or separate Business Auto Coverage form.
7-13.1.3 Workers' Compensation and Employer's Liability Insurance
Furnish and maintain Workers' Compensation Insurance and Employer's Liability, including
Federal Act endorsement for U.S. Longshore and Harbor Workers' Compensation Act when any
Work is on or contiguous to navigable bodies of U.S. waterways and ways adjoining, covering all
of its employees on the Work site. This coverage shall be in accordance with all of the limits,
terms and conditions set forth herein. Exemptions for a Contractor in or doing Work in the
G -22
Page 440 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Construction Industry, or proof of workers' Compensation coverage provided by are employee
leasing arrangement shall not satisfy this requirement.
If any work is sublet Contractor shall require all subcontractors to similarly comply with this
requirement unless such subcontractors' employees are covered by Contractor's workers'
Compensation insurance policy. Contractor agrees this coverage shall be provided on a primes
l a ys. Contractor shall defend, indenrn�fy and save �e Department harmless from any damages
resulting to them for failure of Contractor to take out or maintain such insurance.
7- 3. .4 Additional Required Insurance
purr sh and maintain the following additional required insurance coverages with respect: to any
Work involving property, operations, or type of Equipment for which each insurance coverage
described below has been designed specifically to provide coverage for when work nvolves.
7-13.1.4.1 Railroad Protective Liability Insurance
With respect to any of the work involving construction of a railroad grade crossing, overpass or
underpass structure, or a railroad crossing signal installation, or any other work or operations by
the Contractor within the limits of the railroad right of way,including any encroaclunents thereon
from Work or operations within the vicinity of the railroad right of way the Contractor shall furnish
to the Department for transmittal to the railroad company,an original 'insurance policy which,with
respect to the operations the Contractor or any of its subcontractors perform, will provide for and
n behalf of the railroad company, Railroad Protective friability Coverage. Coverage shall be in
accordance with all of the limits, terms and conditions set forth herein and conform with the
requirements of the U.S.Department of Transportation,Federal Highway Administration,Federal-
Aid Program Manual, Volume e , Chapter 6, Section 2, Subsection 2, Transmittal 350, dated
October 1. 1982,, and any supplements or revisions. Contractor agrees this coverage shall he
provided on a p�� basis.
- 3.I.4.2 watercraft Liability Insurance
With respect to any of the Fork hereunder involving watercraft owned, hired, or borrowed, the
Contractor shall furnish and maintain Protection and Indemnity, or similar Watercraft Liability.
Coverage shall he included either by way of endorsement under the Commercial General Liability
or by separate watercraft liability insurance and he ire accordance with all of the linnits, terms and
conditions set forth herein. Contractor agrees this coverage shall he provided on a primary basis.
7- 3. .4.3 Aircraft Liabitity Insurance
With respect to any of the work involving including fixed w g or helicopter aircraft, aircraft
owned, hired, or borrowed, including the Contractor shall furnish and maintain Aircraft Liability.
Passenger Liability shall be included when persons other than the pilot and crew are occupying
the aircraft. Coverage shall be in accordance with all of the limits, terms and conditions set forth
herein. Contractor agrees this coverage shall be provided on a prunary basis.
GP- 3
Page 441 of 1201
Agenda Item #11.
GENERAL PROVISIONS
-13.1.4.4 Unmanned Aircraft Systems Insurance
The Contractor shall maintain Unmanned Aircraft Systems (UAS) insurance, if UAS are used in
the performance of this Contract, at a limit of liability net less than $1,000,000 each occurrence,
and $2,000,000 per aggregate. Coverage shall include property damage, injury to persons,
personal injury (including invasion of privacy), medical expenses, premises liability, and war
perils such as damage sustained from a malicious act, This coverage shall not contain any
endorsement excluding Contractual Liability or Cross Liability.
7-13.2 Utility Owners Protective Liability insurance
When the Work under the Contract involves the installation of attachments to joint-use utility
poles, the Contractor shall furnish evidence to the Department that, with respect to the operations
the Contractor performs, his Commercial General Liability is endorsed with a Broad Form
Contractual Endorsement covering the below indemnification or the Department and Utility
Company are to be an Additional Named Insured on the policy.
The Contractor hereby agrees to indemnify, defend, save and hold harmless the Department and
any owner of Equipment attached to or supported by a jointly used pole from all claims, liabilities
and suits whether or not due to or caused by negligence of the Department or joint pole Equipment
owners for bodily injury or death to person(s) or damage to property resulting in connection with
the performance of the described Work by Contractor, its subcontractors, agents or employees.
7-13.3 Satisfying Limits Under an Umbrella Policy
f necessary, the Contractor may satisfy the minimum limits required above for either Commercial
General Liability, Business Auto Liability, and Employer's Liability coverage under an Umbrella
or Excess Liability. The underlying limits may be set at the minimum amounts required by the
Umbrella or Excess Liability provided the combined limits meet at least the minimum limit for
each required policy. The Umbrella or Excess Uability shall have an Annual Aggregate at limit
not less than two 2 times the highest per occurrence minimum limit required above for any of
the required coverages. The Department and any other applicable entities shall be specifically
endorsed as an "Additional Insured" on the Umbrella or Excess Liability, unless the Umbrella or
Excess Liability provides continuous coverage to the underlying policies on a completeFollow-
Form bans without exceptions and stated as such on the Certificate of Insurance,
- 3.4 Additional Insured
The Contractor agrees to endorse the Department and any other required entity as an Additional
Insured on each insurance policy required to be maintained by the Contractor, except for Workers'
Compensation and Business Auto viability. The CG 2026 Additional Insured - Designated Person
or Organization endorsement, or its equivalent, shall be endorsed to the Commercial General
Liability. Other policies, when required, such as for watercraft, aircraft, and utility owners
protective, shall provide a standard Additional Insured endorsement offered by the insurer
providing coverage with respect to liability arising out of the operations of the Contractor. The
endorsement shall read "Palm Beach County Board of Countvcommissioners". The Contractor
GP-24 442 of 1201
Agenda Item #11. GENERAL PROVISIONS
shall agree that the Additional Insured endorsements provide coverage on a primary basis.
Endorsement shall be in accordance with all of the limits, terms and conditions set forth herein.
7-1 .5 Additional Requirements
7-13.5.1 Waiver of Subrogation
The Contractor agrees,by entering into this Contract,to a Waiver of Subrogation for each required
policy providing coverage during the Contract. When required by the insurer or should a policy
condition not permit an Insured to enter into a pre-loss agreement to waive subrogation without are
endorsement, then the Contractor shall agree to notify the insurer and request the policy be
endorsed with a Waiver of Transfer of Rights of Recovery Against Others,or its equivalent. This
Waiver of Subrogation requirement shall not apply to any policy, which a condition to the policy
specifically prohibits such are endorsement, or voids coverage should the insured enter 'into such
an agreement on a pre-lass basis. The Waiver of Subrogation shall be in accordance With all of the
limits, terms and conditions set fob herein.
-13.5.E Right to Review and Adjust
The Contractor shall agree,notwithstanding the foregoing,that the Department,by and through its
Risk Management f epartr ent, in cooperation with the Department, reserves the right to
periodically review,reject or accept all required policies of insurance, including limits,coverages,
or endorsements, hereunder from time to thne throughout the life of this Contract. Furthennore,
the Department reserves the right to review and reject any insurer providing coverage because of
poor financial condition or because it is not operating legally. In such event, the Department shall
provide Contractor Witten notice of such adjusted limits and Contractor shall agree to comply
within third 30 days of receipt thereof and to he responsible for any premium revisions as a
result of any such reasonable adjustment.
-13.5.3 No Representation of Coverage Adequacy
The coverages and limits identified in the table have been determined to protect primarily interests
of the Department only, and the Contractor agrees in no way should the coverages and limits i
the table he relied upon when assessing the extent or determining appropriate types and limits of
coverage to protect the Contractor against any loss exposures, whether as a result of the
construction project or otherwise.
7-13.5.4 Certificate of Insurance
Certificates of Insurance must provide clear evidence that Contractor's Insurance Policies contain
the minimum limits of coverage, cancellation notice, and terms and conditions set forth herein.
In the evert the Department is notified that a required insurance coverage will he cancelled or non-
renewed during the period of this Contract, the Contractor shall furnish prior to the expiration of
such 'insurance, an additional certificate of insurance as proof that equal and like coverage for the
G -25
Page 443 of 1201
Agenda Item #11. GENERAL PROVISIONS
balance of the period of the Contract and any extension thereof is in effect. Contractor shall not
continue to Wort pursuant to this Contract unless all required insurance remains in effect.
The Department shall have the right, but not the obligation, of prohibiting Contractor or any
subcontractor from entering the project site until such certificates or other evidence that insurance
has been placed in complete compliance with these requirements 's received and accepted by the
Department.
artment.
The Department Reserves The Right To Withhold Payment, But Not The Obligation, To
Contractor Until Coverage Is Reinstated. If The Contractor Fails To Maintain The Insurance As
Set Forth Herein, The Department Shall Have The light, But Not The Obligation, To Purchase
Said Insurance At Contractor's Expense.
-I15.41 Additional Requirements for Certificates of Insurance
1. Shall clearly identifyPalm Beach County, o itical subdivision of the State of Florida, its
officers, agents and employees as Additional Insured for all required insurance coverages,
except Workers' Compensation and Business Auto Liability.
2. Shall clearly indicate project name and project number to which it applies.
. Shall clearly indicate a notification requirement in the evert of cancellation or non-renewal o
coverage.
4. Evidence of renewal coverage or reinstatement of cancelled coverage must be provided in
advance of any policy that may expire during the terra of this Contract. Failure to provide such
certificate shall result in automatic stoppage of the Work until such time as the renewal
certificate is supplied.
. Withinforty-eight 4 hours of a request by the Department, and subsequently, prior to
expiration of any of the required coverage throughout the tern of this Contract,the Contractor
shall deliver to the Department through Department's designated representative„ unless
otherwise directed by the Department, a signed Certificate of Insurance, evidencing that all
types and amounts of insurance coverage required by this Contract have been obtained and are
in full force and effect. Said Certificates) of Insurance shall, to the extent allowable by
the insurer, include a minimum thirty 0 days' endeavor to notify due to cancellation 10
days for nonpayment of premium) or non-renewal of coverage. The Certificate Holder shall
read:
Palm Beach County Board of County Commissioners
o Engineering Department Roadway Production Division
2300 N. Jog RoadYd West
Vest Palm Beach, FL 33411
. The Certificates of Insurance rust he completed in the original and signed and returned to the
Department along with Contracts and Sureties.
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Page 444 of 1201
Agenda Item #11. GENERAL PROVISIONS
7-13.5.5 Deductibles, Coinsurance Penalties, and Self-Insured Retention
The Contractor shall be fully and solely responsible for any costs or expenses as a result of a
coverage deductible, coinsurance penalty, or self-insured retention-, including any loss not
covered because of the operation of such deductible, coinsurance penalty, or self-insured
retention.
7-13.5.6 Subcontractor's ins rance
The Contractor shall agree to cause each subcontractor employed by Contractor to purchase and
maintain insurance of the type specified herein, unless the Contractor's mnsurance provides
coverage on Behalf of the subcontractor. When requested by the Department,the Contractor shall
agree to obtain and furnish copies of certificates of insurance evidencing coverage for each
subcontractor.
7- 3.5.7 Insurance Coverage and Limit Table
The Contractor shall agree to maintain the coverage, endorsements, and limits of liability ill
accordance with and set forth by the Insurance Coverage&Limit Table as follows:
INSURANCE COVERAGE LIMIT TABLE
TYPE of COVERAGE CONTRACTS LESS THAN CONTRACTS$500,000 OR
$500,000 MORE
CoMMLRCT L GENERAL LIABILITY:
Limit of Liability not less than: $500,000 $1,000,0 0
per occurrence per occurrence
Additional Insured endorsement required:
General Aggregate Limit must apply Per Project Yes Yes
COWREHENSIVE AUTO LIABILITY:
Limit of Liability not less than: $ oo,o 12 o ,o0
per occurrence per occurrence
WORKERS' COAVENSATI N&
EMPLOYER'S LIABILITY;
Coverage not less than Statutory
Employer's Liability Limits not less than: $10090001500,0001100,000
WATERCRAFT LIABILITY:
Limit of Liability not less than: si,000,000
per occurrence
Additional Insured endorsement required: Yes
G - 7
Page 445 of 1201
Agenda Item #11.
GENERAL PROVISIONS
AIRCRAFT LIABILITY:
0
Limit of Liabilitynot less than: , �
per occurrence
When used to carry passengers eeludin
ircralt crew) coverage for Passenger Liability1,00, 00
not less than: per passenger
Additional Insured endorsement required: Yes
RAILROAD PROTECTIVE LIABILITY:
Limit ofLiability not less than: $2,000,000 per oe ur-r-eM
, 00, 00 aggregate
Additional Insured endorsement required:
General Aggregate Limit must apply Per Project Yes
UTILITY OWNERS PROTECTIVE
LIABILITY:
Ludt of Liability not less than: $1,000,000 per occurrence
Additional Insured endorsement required: Yes
UNN ANNLD AIRCRAFT SYSTEMS $1 M009000 per occurrence
LIAIIILI'T'Y: 00, 00 aggregate
Limit of Liability not less than:
Additional Insured endorsement required. Yes
7-1 Contractor's Responsibility for Work Al 1 TH E POLLOWI N G AT TH E EN
THIS ARTICLE
In addition to the above, the Contractor will not he held responsible f l' damage to any landscape
items caused by an officially declared hui-ficane which occurs after the final acceptance ofthe
entire Work (as specified in 580), but during any remaining portion of the -day establishment
period.
.
END OF SECTION
SECTION
PROSECUTION AND PROGRESS
8-3 Prosecution of Work
8-3.2 Submission of Contract Schedule DELETE AND INSERT THE FOLLOWING:
Provide a schedule that shoves the various activities of Nark in sufficient detail to demonstrate a
reasonable and workable plan to complete the project within the Contract Time. Show the order
and interdependence of activities and the sequence for accomplishing the Work. Describe all
activities to sufficient detail so that the Engineer can readily identify the Work and measure the
progress on each activity. Show each activity with a beginning Woi-k date, a duration, and a
P- 8
Page 446 of 1201
Agenda Item #11.
GENERAL PROVISIONS
monetary value. Include activities for procurement fabrication, and deliver of Materials,plant, and
Equipment, and review time for shop drawings and submittals. Include milestone activities when
milestones are required by the Contract Documents. In a project with more than one phase,
adequately identify each phase and its completion date, and dog not allow activities to span more
than one phase.
The Engineer will return. inadequate schedules to the Contractor for corrections. Resubmit a
corrected schedule within 15 Calendar Bays from the date ofthe Engineer's return transmittal.
Submit an updated Work Progress Schedule, for Engineer's acceptance. if there is a si fi t
change in the planned order or duration of an activity. The Engineer will review the updated
schedule and respond within 7 Calendar Days of receipt.
By acceptance of the schedule, the Engineer does not endorse or otherwise certify the validity or
accuracy of the activity durations or sequencing of activities. The Engineer will use the accepted
schedule as the baseline against which to measure the progress.
If the Contractor fails to submit either the corrected or an updated schedule in the time specified,
the Engineer will withhold all Contract payments until the Engineer accepts the schedule.
8-3.3 Beginning Work 1 E LETS A N D I N S ERT TH E F LLO W I :
Notify the Engineer not less than five days 'in advance of the planned start day of work.. Upon the
receipt ofsuch notice, the Engineer may glue the Contractor Notice to Proceed and may designate
the point or points to start the work. In the Notice to Proceed,the Engineer may waive the five day
advance notice and authorize the Contractor to begin inu edlately. Notify r the Engineer in writing
at least two days in advance of the starting date of important features of the work. Do not
commence work under- the Contract until after the Department has issued the Notice to
Proceed. The Department will issue the Notice to Proceed within 120 calendar days, excluding
Saturdays, Sundays and Holidays, after execution ofthe Contract, unless otherwise mutually
agreed by the Contractor and the Department.
8-3.5 Preconstruc ion Conference DELETE AND INSERT THE FOLLOWING:
After the award of Contract and prior to issuance of the Notice to Proceed a Pre-Construction
Conference will be held between the Contractor, the Department, representative of other
municipalities concerned, utility companies, other contractors affected by the work and any other
persons designated by the Department to have a material interest in the Work. The time and place
of this conference will be set by the Department. The Contractor shall bring to this conference a
copy of the Contractor's proposed Work schedule for the project.
8-6 Temporary Suspension of Contractor's Operations
- .1 Authority to SuspendContractor's Operations AM) THE FOLLOWING TO THE
END OF THIS TI 'LE:
GP-2
Page 447 of 1201
Agenda Item #11.
GENERAL PROVISIONS
In particular, the Engineer reserves the right to suspend Work on the project fr-orn December 1 th
to December beri 23, inclusive. The Engineer will give a minimum of thirty 3 Calendar Days notice
of suspension. Prior-to ari-ying out any Work on the project during the period of suspension, the
Contractor shall obtain written approval from the Engineer.
8-6.1.1 State of Emergency f L T AN I SE T THE OLLOWIN ,
The Engineer has the authority to suspend the Contractor's operations, wholly or in part, pursuant
to a Goveraor's Declaration of a State of Emergency. The Engineer will order such suspension in
writing, giving in detail the reasons for the suspension. Contract Time will be charged during all
suspensions of Contract r"s operations. The Department, at its sole discretion, may grant an
extension of Contract Time and reimburse the Contractor for specific costs associated with such
suspension.
8-6.4 Suspension ofContractor's operations-Holidays and Special Events DELETE AN
INSERT THE OLL ING
Unless the Contractor submits a written request to work on a Holiday at least tern Calendar Bays
in advance of the requested date and receives written approval from the Engineer, the Contractor
shall not work on the following days: Martin Luther King, Jr. Day; Memorial Day; the Saturday
and Sunday immediately preceding Memorial Day;; Independence Day; Labor Day; the Friday,
Saturday,, and Sunday immediately preceding Labor Day; Veterans flay; Thanksgiving Day; the
Friday, Saturday and Sunday immediately following Thanksgiving Day; and December 24 through
January 2, inclusive.
Contract Time will be charged during these Holiday periods regardless ofwhether the Contractor's
operations have been suspended. Contract Time will be adjusted in accordance with -7. .2. The
Contractor is not entitled to any additional compensation beyond any allowed Contract Time
adjustment for suspension of operations during such Holiday periods.
The Contractor will be allowed additional Contract Time for each Working flay included in the
Engineer directed suspension of Work between December mber 1 th and December 23rd.Dufing such
suspensions, remove all Equipment and Materials from the clear zone, except those required for
the safety of the traveling public and retain sufficient personnel at the job site to properly meet the
requirements of Sections 102 and 104. The Contractor is not entitled to any additional
compensation for removal of Equipment from clear zones or for compliance with Section 102 and
Section 104 during such Holiday periods.
8-7 Computation of Contract Time
8-7.2 Date of Beginning of Contract Time D FL ETE A N L I NNE RT TH E FO1,LONNII N G*
The date on which Contract Time begins is the date stated in the Notice to Proceed.
8-8 Failure of Contractor to Maintain Satisfactory Progress
P-30
Page 448 of 1201
Agenda Item #11.
GENERAL PROVISIONS
- .1 General: Pursue the Work to Completion DELETE AND INSERT THE
Satisfactory progress is an essential element of the Contract and, as Delay in the prosecution of
the Work will inconvenience the public,obstruct traffic,and interfere with business,it is important
that the wort be pressed vigorously to completion. Moreover, the cost to the Department for the
administration of the Contract, including engineering, inspection, and supervision, will be
increased as the construction period is lengthened.
8-8.2 Regulations Governing Suspension for Delinquency DELETE AND INSERT THE
FOLLOWING:
(a) A Contractor may be declared delinquent because of unsatisfactory progress on a Contract with
the Department,rtment, when the Contract Time allowed has not been entirely consumed, but the
Contractor's progress at any check period sloes not meet at least one of the following two tests:
1 The percentage of dollar value of completed Work with respect to the total amount of the
Contract is within ten percentage points of the percentage of Contract Time elapsed.
(2) The percentage of dollar value of completed Work is within ten percentage points of the
dollar value which should have been performed according to the Contractor's own progress
schedule previously approved by the Engineer.
In lieu of the ten percentage points stated in the two preceding paragraphs, twenty percentage
points may be allowed for a Contractor who, in the opinion of the Engineer, has adequate
organization, Equipment, and financial resources to undertake other contract or subcontract Wort
without conflict or relay in prosecuting work under existing contracts let by the Department.
(b) A Contractor will be declared delinquent because of unsatisfactory progress on the Contract
with the Department, under either of the following circumstances:
(1) The Contract Time allowed has been consumed and the Work has not been completed.
(2) The Contract Time allowed has not been entirely consumed the Contractor's progress at
any shed period does not meet either of the two tests described under the paragraphs
headed a above e .
Contractor declared delinquent under the provisions of 8-8 will be disqualified from further
bidding and also will not be approved as a subcontractor so long as the delinquent status exists.
Also, any individual, firm, partnership or corporation, affiliated with a delinquent Contractor for
either personnel, Equipment or finances, shall likewise be disqualified.
(c) The Contractor may appeal in writing to the I epartnient for relief from disqualification status.
The Department will act upon any appeal within thirty Calendar rays after the filing
thereof, and will promptly notify the appellant of the action taken.
G - 1
Page 449 of 1201
Agenda Item #11.
GENERAL PROVISIONS
(d) A. Contractor disqualified under the requirements oft1 Article will be removed from such
status upon receipt of evidence from the Construction Coordination Division that his progress
is no longer delinquent, provided the Contract Time has not elapsed.
(e) The principal progress check period will occur monthly. upon the Department's receipt of the
Contractor's r onth-ly estimates. Postings will generally be completed by the first week of each
month, and preliminary notices of delinquency will be sent to the Contractor immediately
thereafter, and confinned by certified mail.
(f) No Contractor given such a preliminary notice of delinquency Vill be finally declared
delinquent until a period of tern Calendar Days after the preliminary notice has elapsed. Furling
this ten-day period,the Contractor may request and provide support for any extensions of nixie,
or other considerations which would affect the delinquency.
(g) Final notification of delinquency will be made and verified by cerlif~red mail after the expiration
of this ten-day period, provided no extensions of time or other considerations are deemed
proper by the County Engineer, and provided the delinquency status has not been corrected.
(h) The Engineer may grant extensions of time during the prosecution of the Wort , as allowed
under the Contract, regardless of theContractor's delinquency status.
8-9 Default and Termination of Contract
8-9.2 Termination of Contract for Convenience DELETE AND I ' f�! T TH F
LL ING:
The Departmerltmay, at its option, terminate the Contract, in whole or in part at any time by
written notice thereof to Contractor, whether or not Contractor is in default. Upon such notice,
Contractor-hereby waives any claims for damages from the optional termination, including loss of
anticipated profits on account thereof As the sole right and remedy of Contractor, the Department
shall pay Contractor ire accordance with Subparagraphs below, provided, however, that those
provisions of the Contract which by their very nature survive final acceptance minder the Contract
shall remain in full force and effect after such termination.
A. Upon receipt of any such notice., Contractor and its Surety shall, unless the notice requires
otherwise:
1. Immediately discontinue Work n the date and to the extent specified in the notice;
2. place no further orders or subcontracts for Materials, services. 1'facilities, other than may
be necessary or required for completion of such portion of Work under-the Contract that i
not terminated;
3. Promptly make every reasonable effort to obtain cancellation upon terms satisfactory to
Department of all orders and subcontracts to the extent they relate to the perfornnance of
Wort terminated or assign to the Department those orders and subcontracts and revolve
GP-3
Page 450 of 1201
Agenda Item #11. GENERAL PROVISIONS
agreements specified in such notice;
. The Contractor agrees to assign all subcontracts required for performance of this Contract
to theDepartment;
. The Contractor shall include in all subcontracts, Equipment leases and purchase order, a
Provision requiring the subcontractor, Equipment lessor or supplier, to consent to the
assignment of their subcontract to the Department;
. Assist the Department, as specifically requested in writing, in the maintenance, Protection
and disposition of property acquired by the Department under the Contract; and
. Complete performance of any work which is not terminated.
B. Upon any such termination, the Department will pay to Contractor an amount ietennined in
accordance with the following (without duplication of any Item);
1. .All amounts clue and not previously paid to Contractor for Work completed in accordance
with the Contract prier to such notice, and for Work thereafter completed as specified in
such notice.
2.. The reasonable cost of settling and paying claims arising out of the tenpin tion of Wort
under subcontracts or orders as provided in Subparagraph A.3. above.
. The verifiable costs incurred Pursuant to Subparagraph A. . above.
4. Any other reasonable costs which can be verified to be incidental to such termination of
Work.
The foregoing amounts will include a reasonable sure, under all of the circumstances, as profit for
all Work satisfactorily performed by Contractor.
Contractor shall subinit within 30 days after receipt of notice of termination, a proposal for an
adjustment to the Contract price including all incurred costs described herein.
The Department shall review, analyze, and verify such proposal, and negotiate an equitable
adjustment, and the Contract shall be amended in writing aecordm' gly.
-10 Liquidated Damages for Failure to Complete the Work
-10. .1 Amounts Reasonable/No Penalty A DI THE FOLLOWING SUB-ARTICLE:
The Contractor hereby agrees and affirms that the amounts specified in this section reflect a fair
compens ble value for damages suffered by Department as a result of Contractor's Delay, and that
said amounts are not a penalty nor will ever be contested as reflecting the imposition of a penalty
G -33
Page 451 of 1201
Agenda Item #11.
GENERAL PROVISIONS
against Contractor.
END OF SECTION
SECTION 9
MEASUREMENT AND PAYMENT
9-2 Scope of Payments
9-2.1.1 Fuels D ELETL A N D W S ERT TEE FOL LONVI NG
The Department will make no price adjustments for duels.
9-2.1.2 Bituminous Material I)EL T All INSERT THE FOLLOWING:
Department will adjust the Bid unit price for bituminous material, excluding cutback and
emulsified asphalt to reflect increases or decreases in the Asphalt Price Index (API)of b1tuminous
material from that in effect during the month in which Bids were received.
Bituminous adjustments will be made only when the current API C PI varies by more than %
of the API prevailing 1n the month when Bids were received PI , and then only on the portion
that exceeds %.
The Department will determine the API for each month by averaging quotations in effect on the
first day of the month at all terminals that could reasonably be expected to fumish bituminous
material to projects in the State of Florida.
'n
The API will be available on the Construction Office web site before the 15 of each inonth at the
following U L: https://",iirii,.fdot.gov/construction/fuel-bit/fuel-bi*t.slitm
Refer to the "Liquid Asphalt Calculation" table provided in the Special Provisions of these
documents.
9-3 Compensation for Altered Quantities
-3.1 General AID THE FOLLOWING TO THE END OF THIS 1 TI L :
The Contractor is advised that all items may be increased, decreased or deleted from the Contract,
as directed by the Engineer. whenever change or combination of charges in the Plans results in
total elimination or substitution of any item included in the original Contract quantities, no
allowance will be made for any loss of anticipated profits because of these changes, decreases or
deletions of items.
GP-34
Page 452 of 1201
Agenda Item #11.
GENERAL PROVISIONS
The Contractor's attention is called to the fact that the quotations for the various items of work
are intended to establish a total price for completing the Work in its entirety. The unit prices for
the items of Work shall include the cost of all labor, Materials, Equipment,transportation, fuel and
all other items i� idental to or necessary for the completion of the item of work.
Should the Contractor feel that the cost for any item ofWork has not been established by the Bid
Form or Basis of Payment, he shall include the east for that Work in some other applicable Bid
item,, so that his Proposal for the project does reflect his total price for completing the Work in its
entirety.
9-3. .I Error in Plan Quantity DELETE IN ITS ENTIRETY
9-5 Partial Payments
9- .1 General DELETE AND INSERT THE FOLLOWING:
The Contractor will receive partial payments on monthly estimates, based on the amount of Work
done or completed (including delivery of certain Materials, as specified herein below). The
monthly Payments shall be approximate only, and all partial estimates and payments shall be
subject to correction in the subsequent estimates and the final estimate and payment.
The amount of such payments shall be the total value of the Work done to the elate of the estimate,
based on the quantities and the unit prices for all Work performed, less an amount retained and
less payments previously made. Except as specified herein, the amount retained shall be 5% of
the value of work completed. This retainage may he reduced to 2. % of Contract amount at the
discretion of the Engineer when the total amount of partial payments exceeds 95%of the Contract
amount.
The amount retained on water and sewer construction and adjustments included in the Contract
shall be 5% of the monthly estimates until the Wort is approved her the permitting agency. The
retainage after approval/acceptance by the agency shall he in accordance with 9-5.1.
For contracts in which the aniotuit for landscaping items constitute 5 % or more of the original
Contract amount, 5% of the value of Work completed shall be retained until the end of the -day
establ1 slunent period for landscaping items or until final acceptance of the Work;whichever occurs
last.
Contract amount is defined as the original Contract amount as adjusted by approved Supplemental
Agreements.
9-5.5 Partial Payments for Delivery of Certain Materials
9- . .1 General ADD THE LLOWING TO THE END OF THIS I TI 'L :
(7) Conunon Carrier- Freight bates. No adjustments shall be made for change in conmion canoier
rates,
GP-3
Page 453 of 1201
Agenda Item #11.
GENERAL PROVISIONS
9-5.5.2 Partial Payment Amounts DELETE AND INSERT THE F LL V I NG:
Contract amount is defined as the original Contract amount as adjusted by approved Supplemental
Agreements.
The following partial payment restrictions apply:
(1) Partial payments for structural steel and precast prestressed items will not exceed ° of the
Bid price for the item, partial payments for all other items will not exceed % ofthe Bid price
f the item in which the material is to be used.
(2) Partial payment will not be made for aggregate and base course material received after paving
or base construction operations begin except when a construction sequence designated by the
Department requires suspension of paving and base construction after the initial paving
operations, partial payments will he reinstated until the Paving and base construction resumes.
9-9 Interest Due on Delayed Payments D E LETE I N I TS E NTI RETY
-1 I Change order Approves A Dl-)THE�' l LLOWI NG'MM("L,E:
Change Orders shall be approved in accordance with existing Department policy per Resolution
#R89-633 dated April 4, 1989 and the current PPM #CWF-050.
Department reserves the right to increase or decrease any of the unit quantities as necessary to
complete the Work contracted. Such increases or decreases may be authorized by the
Department's Engineer at the unit price as Bid.
END of SECTION
SECTION 102
MAINTENANCE TRAFFIC
102-1 ]Description ADD THE �' i 1,0WING AT TIDE N1 F 'rH1 Al TJ 'LE,.-
All existing signs are the property of the Depailment. The Contractor shall stockpile the above
mentioned signs and contact Palm Beach County Traffic Operations Sign Supervisors at 2 - 900
for pick-up. Signs must be kept in good condition or be responsible for reimbursement to the
Department. +
This section shall be governed by the current edition of the following standards:
1. Florida Department of Transportation FT "Standard Specifications for Road and Bridge
Construction"
GP-36 454 of 1201
Agenda Item #11. GENERAL PROVISIONS
2. "Manual on Uniform Traffic Control Devices for Streets and Highways"' (MUTCD)
. Florida Department of Transportation"'Design Standards"
. Florida Department of Transportation"Plans Preparation Manual"
. "Manual of Um*form Minim=Standards for Design,Construction and Maintenance of Streets
andHighways"
. Palm Beach Co nty's Eng eering and Public Works Department Traffic Division Temporary
Traffic Control Guide,
102-1.1 General
. Contractor shall beep sufficient cold patch asphalt on the job site to fill pot-holes and to
perform other minor pavement maintenance as needed.
2. All Highway Equipment shall have a Slow Moving vehicle sign with either a flasher or
beacon operating when the Equipment is operating.
3. Boring peals hours : 0 a.m.to 9:00 a.m.and 3:00 p.m.to :00 p.m. left tum and through lanes
shall not be blocked without permission from the Traffic Engineer.
4. Any manholes/valves in the travel way shall have 0"width of asphalt extending from the edge
for every I" inch of height.
. Night Tine Wort —Work involving double le lane closures shall he completed during nighttime
hours. Daytime time Operations with double lane closures(from 9:00 a.m.to :00 p.m.)will require
prior approval in writing from the Department.
Pedestrians
1. When pedestrian movement through or around a work site is necessary, the Contractor shall
provide a separate, safe footpath Without abrupt changes in grade or terrain,
f one 1 or two 2 pedestrian ways are provided (exist)prior to the start of a project,only
one 1 has to he maintained.
2. Places where pedestrians are edged especially vulnerable to impact by vehicles,all foot traffic
should be separated and protected by longitudinal positive harrier systems.
3. Pedestrian detours are not to exceed 300 feet from the closure to a signalized or Pahn Beach
County approved alternative crossing location. The Contractor is to provide a safe and
reasonable alternate route including pedestrian detours, diversions and flaggers to assist
pedestrians around the work area when applicable.
G -3 7
Page 455 of 1201
Agenda Item #11 0
GENERAL PROVISIONS
4. Sidewalks within school zones/areas shall be maintained during morning start and afternoon
dismissal times unless otherwise approved by the Engineer. Otherwise, direct detours shall be
provided such that students will not be diverted for more than 100 feet, Temporary guarded
crossings provided by the Contractor shall be utilized when needed.
102-3.2 v rl site Traffic Supervisor ADD THE FOLLOWING AT THE N OF THIS
ARTICLE:
'LE:
Certification must be through American Traffic Safety Services Association ATSSA or FD T
approved Advanced Maintenance of Traffic course certification.
102-4 Temporary Traffic Control Plan. (TTCP) DELETE IN ITS ENTIRETY AND
INSERT THE FOLLOWING:
The Temporary Traffic Control Plan TTCP for traffic control around or ft- ugh work sites
should be developed with safety receiving a high priority. The TTCP should include protection at
work sites when Work is in progress and when operations have been Malted (such as during the
night) or from the time Work is completed until the final. Provisions for the protection of work
crews,traffic control personnel, pedestrians, and motorists shall be included.
The temporary traffic control plan shall include the folio vi :
TTCP to be prepared and signed by the Work Site Traffic Supe1-visor as certified by the American
Traffic Safety Services Association or FDT approved Advanced Maintenance of Traffic course
or a Professional Engineer.
1. A copy of the signer's certification, Contractor's name, and 24 hour phone number of the
work site traffic supervisor shall be on the TTCP.
2. The TTCP shah include: .north arrow; drawn by; lane usage; type and location of all signs,
lights, barricades, striping, harriers, traffic signals; all side-streets; change-overs;
sidewalks:s: Retr -reflective Pavement Markers ers (RPM); pavement markings; school zones;
crosswalks;s; Palm Tran bus stop and railroad crossings.
. Plans may be drawn to scale; however, dimensions shall be sho i. Plans that are not
drawn to scale must be drawn proportionately and include all areas hat will be within the
temporary traffic control including signalized and unsignali ed intersections. Plans must
be legible, easily read and include all lane usage and current geometries.
4. Variable Message Sign (VMS) and the messages.
a, Load Closures ! VMS boards shall be installed 10 business days prior to for
beginning. If the Road closer is on a thoroughfare Road then the VMS board shall
be installed for the entire Contract Time.
GP-3
Page 456 of 1201
Agenda Item #11.
GENERAL PROVISIONS
. Traffic Shifts—VMS boards shall be installed 7 business days prior to Work until
7 Working Days after the traffic shift.
5. Location and geometry for transitions, detours, and diversions (includes buffer space and
taper length.).
6. No change-overs are allowed on Monday or Friday, the day before a Holiday or during
M or PM peak traffic, and are discouraged at signalized intersections.
7. All Plans shall be submitted through the Palm Beach County Construction Coordination
Division,
. Lane closures in front of schools shall avoid disruption to school traffic during school
arrival and dismissal times.
. The Contractor shall comply with the current MUTCD and FDOT Standard Plan Index 102
series and Palm Beach County Standards for all MOT.
10. The Contractor shall provide MOT for each phase of construction within 60 days of phase
implementation.
11. Supporting calculations shall be provided for all proposed horizontal curves.
The MOT" review time is approximately fifteen 1 business days. A MOT 's valid for 60 days
from the date of approval; if construction has not started curing that timefra e, a new MOB'
application must he submitted. The approved MOT must be available at all times on the
construction site.
Time may vary based on the complexity of the TTCP Consideration should be given to these time
frames when scheduling the 'work.
Palm Beach County Traffic Engineering Division will Dandle all news releases, notifying police,
fire,etc.
The TTCP is good for 60 days. If the TTCP has not been implemented by then, a new approval
will he required.
TTCP must have dates and times of operation requested.
In o case may the Contractor begin Work until the TTCP has been approved in writing by the
Palm Beach County Traffic Engineering Division. Field modifications may he made with the
approval of a representative of the Palm Beach County Traffic Engineering or Construction
Coordination Divisions. Failure to comply with the above may result in permanent reduction of
the pay item cif "Maintenance of Traffic" on a prorated basis or $1,,000.00 per tray, whichever is
higher.
G -3
Page 457 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Cost for Temporary Traffic Control Plans shall be made on a Lump Sung basis, and shall include
all the above requirements.
Cost for Temporary Traffic Control Plans shall be included in Maintenance of Traffic items and
shall include all of the above requirements.
102-5.5 Crossings and Intersections DELETE AND INSERT THE FOLLOWING:
ING:
Provide and maintain adequate aceonunodations for intersecting and crossing traffic. Do not block
or unduly restrict any Road l or Street unless approved by the Engineer. Maintain all existing
actuated or traffic responsive mode signal operations for main and side Street movements for the
duration of the Contract. S ce 1 2-7.1
IO2-5. Fla er- DELETE AN [N S ERT THE FO1,L0WING
Provide trainer flaggeris in accordance with PD T and MUTCD requirements.
1 2- .2 Construction D E L ET A N I I N S ER T TH E FO1,L O%V I NG
Plan, construct, and maintain detours for the safe passage of traffic (both vehicular and pedestrian)
in all conditions of weather. Provide the detour, to the Department, with all facilities necessary to
meet this requirement.
102-6.6 Op of Existin g Movable B ridges 1)E L.1�T E 1 N t TS E N Tl R 11'rT '
102-7 Traffic Control Officer DELETE AND INSERT TIIE FOLLOWING:
Provide uniformed I aw enforcem en officers,including marked later enforcement vehicles,to assist
in controlling and directing traffic in the work zone, when the following types of Work are
necessary on projects:
1. Traffic control in a signalized intersection when signals are overridden,
2. When Standard Index No. 1 - 7 is used on Interstate at nighttarne and required by the Plans.
. When Standard Plans, Index 102-655 Traffic Pacing is called for in the Plans or approved by
the Department.
. During the night time milling or paving, if the lane adjacent to the Work area is open to traffic,
the Traffic Control Officer shall be present with flashing lights, operating on their vehicle.
5. s required by the Engineer.
. Provide uniformed laws enforcement officers, including narked lave enforcement vehicles, to
assist in controlling and directing traffic through the work zone, when authorized and/or
directed by the Engineer, and for purposes not covered under the requirements of the
GP- 0
Page 458 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Temporary Traffic Control Plans. The Contractor shall make a request for the use of this item
in writing to Construction Coordination Division. The request will be reviewed and responded
to in writing. The Contractor shall supply a breakdown of police activity for every 4 hour
period.
ADD THE FOLLOWING StIBAI TICLE
1 2- , ,1 Portable Changeable (Variable) Message Sign (PCMS) (Non-MOT)
Furnish Portable Changeable Message Sign (PCMS) in accordance with 1 2- .1 .2, when
authorized and/or directed by the Engineer, and for purposes not covered under the requirements
T the TTCP.
102-9.10.4 Radar Speed Display Unit SDU) DELETE IN ITS ENTIRETY
T
1 2- .11.1 Temporary Signals for Lane Closure on Two-Lane, Two-way Roadways
DELETE IN ITS ENTIRETY
1 2- .12 Temporary Traffic Detection and Maintenance DELETE IN ITS ENTIRETY
102-10 Work Zone Pavement Marking DELETE A N1 INSERT THE FOLLOWING:
1. All temporary pavement markings shall be done in a professional manner without weaves
and/or bows. No over-painting shall be allowed.
2. Temporary BPIF's shall be installed at an 1 inch offset to lane lines, skips, gore or
crosshatched area within the work zone. The spacing shall be 40 feet on tangent section
and 20 feet on transitions and curves including edge lines). Damaged or missing l Pl 's
shall be replaced on a daily basis. The l PM's shall have a maximum width of 5 inches
and a maximum height of 0.75 inch. The minimum area of each reflective face shall he
3.50 square inches. RPM's shall be bonded to the pavement or concrete with epoxy, alkyd
thermoplastic or bituminous adhesive.
3. Temporary pavement markings shall be applied to the intermediate asphalt course, and
shall consist of foil-backed tape, or paint meeting both State and Department
artment
Specifications.
4. Temporary pavement markings shall also be applied to the final asphalt course unless
otherwise directed by the I epartm,ent. All final course pavement markings shall consist of
foil-hacked tape. The temporary pavement markings shall be installed in accordance with
the typicals in the General Provisions.
. All temporary tape skip-line pavement markings shall be at least four 4 feet in length with
maximurn gap of thirty-six feet. A two foot stripe with a maximum gap of
eighteen 1 feet may be used for Roadways with severe curvature, or as directed by the
Department.
P- 1
Page 459 of 1201
Agenda Item #11.
GENERAL PROVISIONS
. All painted lines shall onf n to size and color requirements of the MUTC1 , Part 111. The
thickness shall not be less than fifteen 1 mils with six to six and one quarter '4
pounds ofbeads Per gallon of paint. Both shall be applied uniformly. All painted lines
shall be refurbished if at any time the reflectively falls below 150 mini-candles. A normal
width line is 6" paint or tape.
. Black-out shall not be used to obliterate pavement markings. Existing pavement markings
that conflict with temporary work zone delineation shall be removed by any method
approved by the Engineer.
. If a school zone exists, it must be maintained including crosswalk, school i nessag s and
signs.
. It shall be the Contractor's responsibility to adjust existing signing, acid new signing, and
remove or add pavement marking on approaches to the project.
10. The last temporary pavement marl ings for the project3s final condition shall be incidental
to the Maintenance of Traffic item. They shall be placed in the location of the future
permanent pavement markings.
1 2-1 .1 Description DELETE IN ITS ENTIRETY
ETY
102-10.2 Painted Pavement Markings DELETE IN ITS ENTIRETY
1 -1 .3 Removable Tape DELETE I N ITS EI TI RETY
1 -1 .3.1 General DELETE IN ITS ENTIRETY
ETY
102-10.3.2 Application DELETE IN ITS ENTIRETY
ET '
1 2-1 . . R tr -r fle tivity DELETE IN ITS ENTIRETY
ET
102-10.3.4 Rem ovabillty DELETE. IN ITS ENTIRETY
102-10.4 Temporary Raised Pavement Markers DELETE AND INSERT THE
FOLLOWING:
Apply all markers in accordance with Palin Beach County Typical T-P- 4, or as otherwise revised.
12-11 Method ofMeasurement
1 -11.1 General DELETE AND INSERT THEFOLLOWING:
Devices installed used on the project on any Calendar Day or portion thereof, Within the allowable
Contract Time, including time extensions which may be granted, will be paid for at the Contract
GP- 2
Page 460 of 1201
Agenda Item #11.
GENERAL PROVISIONS
unit price MOT, Lump Sum and shall include all items required to implement the approved
Temporary Traffic Control Plan TTCP .
Unless otherwise specified, all devices items specified in 1 2-11 shall be incidental to the Pay
item: 1T, on a Lump Sum basis.
1 1 TI I E FO LLO wl N G SIJBART1CL :
1 2-11.2.1 Traffic Control Officers (Non-MOT
The quantity to be paid for will be at a unit price per hour 4 hourminimum) for the actual numbers
of officers certified to be on the project site, including any law enforcement vehicles .
Payment will be made only for those traffic control officers not incidental to the TTCP
requirements and when authorized by the Engineer under the pay item: Traffic Control Officers
(Non-MOT) per hour.
1 -11.3 Special Detours DELETE IN ITS ENTIRETY
ADD THE FOLLOWING SU AI TICLE:
1 -11.1 .1 Changeable (Variable) Message Sign (NON-MOT)
The quantity to be paid for will be the number of changeable (variable) message signs certified as
installed/used on the project when directed by the Engineer and not a requirement of the TTCP.
Payment will be made for each Changeable (variable) message sign that is used during the
Contract period under the pay stun Changeable(Variable)Message Sign(Non-MOT)T per each per
day.
102-11.18 Temporary Signals ati n and Maintenance DELETE 11 ITS ENTIRETY
102-11.19 Temporary Traffic Detection and Maintenance DELETE IN ITS ENTIRETY
102-11.20 Work Zone Pavement Markings DELETE AND INSERT TU E FOLLOWING:
The quantities, furnished and installed shall be those that are required for;the project and shall be
incidental to 1T, Lump Sung.
1 2-1 .1 Submittal Instructions DELETE IN ITS ENTIRETY
1 2-12.2 Contractor's Certification of Quantities DELETE AND INSERT T THE
F :1Ll OWI N
When requested by the Depailment, Contractor shall submit a certification of the material used.
Ensure that the certificatiOD consists of the following: Project Number, Certification Number,
Certification rate and the period that the ceilifieation represents.
P- 3
Page 461 of 1201
Agenda Item #11.
GENERAL PRvISIITS
1 2-13 Basis of Payment
1 2-13.1 Maintenance of Traffic (General Work) DELETE AND INSERT THE
FOLLOWING:
When an item of Work is included in the Proposal, price and payment wily be full compensation
for all Work and costs specified under this Section except as may be specifically covered for
payment under other items. Maintenance of Traffic (General Work) shall also include all items
required to implement the approved Temporary Traffic Control Plans (TTCP).
Unless otherwise specified, all devices items specified in 102-13 shall be incidental to the pay
item: MOT, on a Lump Sung basis.
INSERT T THE FOLLOWING SU ARTICLE.
1 2-13.2.1 Traffic Control Officers (Non-MOT)
Price and payment will be full compensation for the services of the traffic control officers for
instances when directed by the Engineer and not a requirement ofthe TTCP.
1 -13.3 Special Detours DELETE IN ITS ENTIRETY
'
INSERT T THE FOLLOWING SLI ARTICLE:
102-13.13.1 Changeable (Variable) Message Sign (NON-MOT
Price and payment will be full compensation for furnishing, installing, operating, relocating,
maintaining and removing chargeable message signs when directed by the Engineer and not a
requirement of the TTCP,
102-13.20 Temporary Raised fumble Strips DELETE I N ITS ENTI RETA'
1 2-13.2 1 Temporary Lane Separator DELETE IN ITS ENTIRETY
1 -13.22 Temporary Signals for Lane Closures DELETE IN ITS ENTIRETY
1 2-13.23 Temporary Highway Fighting DELETE IN ITS ENTIRETY
'
1 2-13.2 4 Peel striae o r Bicycle Special Detours DELETE I ITS ENI'I R E T Y
102-13.25 Type III Barricades D ELETE IN 1TS ENT RET '
102-13.26 Payment Items DELETE AND INSERT THE FOLLOWING:
Payment will be made under-
Item No. 1 2- 1- Maintenance of Traffic - lump sure.
Item No. l 2- 14-1 Traffic Control Officers (Non-MOT) - per hour.
GP-44 462 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Item No. 102- -1 Changeable (variable) Message Sign (Non-MOT) - per each per day.
1 -1. .3 Notification of Placing Order DELETE AND INSERT THE FOLLOWING:
Order materials sufficiently in advance oftheir incorporation in the work to allow time for
sampling, testing and inspection. Notify the Engineer prior to placing orders for materials.
Submit to the Engineer a fabrication schedule for all sterns requiring commercial inspection at least
30 days before beginning fabrication. Items requiring com-mercial inspection will be identified in
the Plans, Proposal, Special Provisions, Supplemental Specifications, or Technical Special
Provisions of the Contract Documents. These items can include steel bridge components,
moveable bridge components, pedestrian bridges, castings, forgings structures erected either
partially or completely over the travelled roadway or mounted on bridges as overhead traffic signs
(some of these may be further classified as cantilevered, overhead trusses, or m notub s) or any
other item identified as an stern requiring commercial inspection in the Contract Documents.
END OF SECTION
SECTION 300
PREMIE AND TACK COATS
3 -2.3 Tack Coat DELETE AND SUBSTITUTE THE DLL -NG:
Unless the Contract Documents call for a specific type or grade of tack coact, use RA-500 meeting
the requirements of 1 -2,heated to a temperature of 2 0 to 3 °F or undiluted Emulsified Asphalt
Grades R S-1 h, RS-2,CRS-I h, or NTSS=Ihm meeting the re luirernents of 1 -4. Meat RS-1 h,RS-
2, RS-l h and NTSS-I hrrm to a temperature of 1 to 1 0°T. The Contractor may use S-1 h
modified to include up to 3%naphtha to improve handling of the material during the winter months
or at any other time, as approved by the Engineer.
For night paving, use RA-500 tack coat. The Engineer may approve IDS-lh, S-2, C S-1h, or
NTSS-l lure for night paving if the Contractor demonstrates, at the time of use, that the emulsion
ill break to allow paving in a timely manner and not affect the progress of the paving operation.
300-9 Method d f Measurement DELETE AND SUBSTITUTE T E FOLLOWING:
No separate measurement shall be made for prime coat and tack coat material.
300-10 Basis of Payment DELETE AND SUBSTITUTETHE FOLLOWING:
No separate payment will be made for prime coat and tack coat material but the cost of same,
including heating, hauling and applying ('including sand or screening covering where required),
shall be included in the Contract unit price per square yard for base or pavement courses,
respectfully.
GP-45 463 of 1201
Agenda Item #11.
GENERAL PROVISIONS
There is no direct payment for the Work specified in this Section, it is incidental to, and is to be
included in the other items of related Work.
END OF SECTION
SECTION 33A
HOT BITUMINOUS MIXTURES—
GENERAL CONSTRUCTION REQUIREMENTS
SECTION 3 A IS ADDED TO TH IS SPECIFICATION
3 A-1 Description
This Section specifies the general construction re tuiremeDt f r all plant-mixed hot bituminous
pavements and lases. (More specific requirements pertaining to hot bituminous base and base
widening construction are contained in Section 280.) This Section also includes the method of
determination ation of the thickness ofpavement to be paid for,when payment is on a square yard basis.
330A-2 Substitution of Types of Hot Bituminous Mixtures
Except for Asphaltic Concrete Friction Courses and other wearing surfaces, the Contractor will be
allowed the option of substituting certain types of hot bituminous mixtures as follows:
(1) Type S-I Asphaltic Concrete may be substituted for any other type of mixture where the rate
of application is specified to be not less than 75 lbs. per square yard.
(2) Type III Asphaltic Concrete may be substituted for Type n Asphaltic Concrete or Sand-Asphalt
Hot Mix and Type iI Asphaltic Concrete may be substituted for Sand-Asphalt Hot Mix.
In each ease, the stability of the substituted mixture shall be at least as high as that of the mixture
specified, and any substitution made shall be at no additional cost to the Department over that
which would have accrued had the specified mixture been used.
33 A-3 Limitations ofOperations
33 A-3.1 Weather Limitations
Plant operations shall not begin unless all weather conditions are suitable for the laying operations.
330A-3.2 Limitations of Laying Operations
330A-3. .1 General
The mixture shall be spread only when the surface, upon which it is to be laid, has been previously
prepared, is intact,firm and properly cured, and is dry. Unless otherwise approved by the Engineer,
GP-46 464 of 1201
Agenda Item #11. GENERAL PROVISIONS
no mixture shall be spread that cannot be finished and compacted during daylight hours. Friction
course shall not be placed until the adjacent shoulder area has been dressed and grassed.
3 A-3.2.2 Temperature
The mixture shall be spread only when the air temperature(the temperature in the shade away from
artificial heat) is 'F and above for layers greater than one inch 00 lbs. per square yard) in
thickness and 45T and above for layers one inch 00 lbs. per square yard) or less in thickness
(this includes leveling courses).No mixture shall be placed when here is evidence that the base's
frozen.
330A-3,23 Win
The mixture shall not be spread when the wind is blowing to such an extent that proper and
adequate compaction cannot be maintained or when sand, dust, etc., are being deposited on the
surface being paved,to the extent that the bond between layers will be diminished.
3 0A-4 Preparation of Asphalt Cement
The asphalt cement shall be delivered to the asphalt plant at a temperature not to exceed 350
degrees F and the transport tanks shall be equipped with sampling and temperature sensing devices
meeting the requirements of 3 00- .2 and 3 0- . ,respectively.The asphalt cement in storage shall
be maintained within a range of 230 degrees F to 350 degrees F in advance of Hying operations.
Heating within these limits shall be constant and wide fluctuations of temperature ding a c a `s
production will not be permitted.
330A-5 Preparation of Aggregates
330A-5.1 Stockpiles
Each aggregate component sbal l be placed in an individual stockpile, which shall be separated
from the adjacent stockpiles, either by space or by a system of bulkheads. The intermingling o
different Materials rials in stockpiles shall be prevented at all tunes. Each stockpile, including RAP,
shall be identified as shown on the Department Mix Designs,
3 A.- .2 Prevention of Segregation
Stockpiles shall be formed and maintained in a manner that will prevent segregation. If a stockpile
is determined to have excessive segregation, the Engineer will disapprove the material for use on
the project until the appropriate action has been taken to correct the problem.
30A-5.3 Blending of Aggregates
G -47
Page 465 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Blending or proportioning from railroad ears will not be permitted. All aggregates shall be
stockpiled prior to blending or placing in the cold hoppers. All aggregates to be blended or
proportioned shall be placed in separate bins at the cold hopper and proportioned by means of
securely positioned calibrated gates or other approved devices.
330A-5.4 Fold Bins
330A-5.4.1 Adequacy of Bins
The separate bin compartments of the cold aggregate feeder shall be so constructed as to prevent
any spilling or leakage of aggregate from one bin to another. Each bin compartment shall be of
such capacity and design as to permit a uniform flow of aggregates. All the bin compartments
shall be mounted over a feeder of uniform speed, which shall deliver the specified proportions of
the separate aggregates to the drier at all tines. If necessary, the bias shall be equipped with
vibrators to insure a uniform flow of the aggregates at all tines.
330A-5.4.2 Gates
Each bin compartment shal 1 be provided with a gate which is adjustable in a vertical direction.
The gate shall be so designed that it can be held securely at any specified vertical opening, The
gates shall be equipped with a measuring device for measuring the vertical opening of the gates
from a horizontal plane level with the bottom of the feeder.
33 -5.5 Mineral Filler
If mineral filler is required in the mix, it shall be fed or weighed-in separately from the other
aggregates.
330A-5.6 Heating and Drying
The aggregates shall be heated and dried before screening. The temperature of the aggregates shall
be so controlled that the temperature of the completed mixture at the plant will fall within the
permissible range allowed by these Specifications.
33A- .7 Screening Unit
330A-5.7.1 Oversize Aggregate
Any oversized pieces of aggregate shall be removed by the use of a scalping screen. This oversized
material shall not be returned to the stockpile for reuse unless it has been crushed and reprocessed
into sizes that will pass the scalping screen.
330A-5.7.2 Screening
Unless otherwise permitted by the Engineer, the quantity of aggregates being discharged onto the
screens shall not be in excess of the capacity ofthe screens to actually separate the aggregates into
GP-48
Page 466 of 1201
Agenda Item #11. GENERAL PROVISIONS
the required sizes. A maximum of ten percent plus-ten material will e penrnitted in the minus-ten
bin. The maximum amount of minus-ten material allowed in the plus-tern bins will be determined
y the Engineer, 'in accordance with its effect on the uniformity of the mix.
330A-5.8 Mixing Different Materials
Unless written permission is obtained, coarse aggregates of different types shall not be mixed; nor
shall coarse aggregates of different types be used alter ateiy in sections less than one mile i
length.
330A-6 Preparation of the Mixture
330A- .1 Batch Mixing
3 0A- .1.1 Aggregates
The dried aggregates and mineral filler ler if required),prepared in the manner previously described,
and combined in hatches to meet the job mix formula by weighing each separate bin size, shall he
conveyed to the empty mixer.
330A- .1.2 Bitumen
The hot asphalt cement, accurately measured, shall be introduced into the mixer simultaneously
with, or after, the hot aggregates. Mixing shall continue until the mixture is thoroughly unifor ,
with all particles fully coated.
330A- .1.3 MI'Ming Time
The mixing time shall begin when the measuring devices for both the asphalt and the aggregates
indicate that all the material is In the mixer, and shall continue until the material begins to leave
the mixing Wit. The mixing time will vary in relation to the nature of the aggregates and the
capacity of the mixer and shall be as designated by the Engineer but in no ease shall it be less than
seconds.
330A-6.2 Continuous Mixing
The dried aggregates and mineral filler (Iff required), prepared as specified and proportioned t
meet the job mix fornnla by volumetric measurements, shall be introduced into the mixer i
synchronization with the accurate, feeding of the hot asphalt cement. The rate of flow of material
to the pogmiil s ial l be such that the maintained depth of the mix will not exceed the tips of the
paddles when in the upright position. Mixing shall be sufficient to produce a thoroughly and
u n ifor ly coated mixture.
330A- .3 Mixing Temperature
The ingredients of the mix shall be heated and combined in such a manner as to produce a mixture,
GP-49 467 of 1201
Agenda Item #11.
GENERAL PROVISIONS
which shall be at a temperature, when discharged from the p gn ill or surge biro, within the range
of 23 0'F to 3 l OT and within the tolerance shown in Table 33 AA-1.
"fable 33oA-
Temperature Tolerance From
Job Mix Formula
Any Single Measurement 2 °
Average of Any Five Consecutive Measurements 1 OF
Any load or portion of a load of asphalt mix at the plant or on the Road with mix temperature
exceeding 3357 shall be rejected for use on the project.
Temperature of the completed mixture shall be determined by a quick-reading thermometer
through a hole in the side of the loaded truck immediately after loading. The hole shall be located
within the middle third of the length ofthe body, and at a distance of from six to ten inches above
the surfaces supporting the mixture. if a truck body already has a hole located in the general
vicinity of the above specified location,this will be acceptable. At theDepartment's discretion,the
temperature of the load may be taken over the top of the truck in lieu of using the hole in the side
of the truck.
The mix temperature will be taken at the plant and the Roadway for each day for each design mix
on the first five loads and an average of once every five loads thereafter. The temperature
measurements at the plant shall be taken and recorded by the Contractor's personnel for review by
the Department. The temperature measurements at the Roadway will be taken by the Department's
Paving Inspector and be recorded on the backside of the delivery ticket. Ifthe temperature exceeds
the specified tolerance, the Contractor will be required to take immediate corrective action.
330A-6.4 Maximum Period of Storage: The maximum time that any mix may be kept in a hot
storage or surge bin is 72 hours.
330A- .5 Contractor's Responsibility for Mixture Requirements; The responsibility for
producing a homogeneous mixture, free from moisture and with no segregated Materials, and
meeting all requirements of the Specifications for the mixture, including compliance with the
design limits, shall lie entirely with the Contractor.These requirements shall apply also to all nixes
produced by the drum mixer process and all nixes processed through a hot storage or surge bin,
both before and after storage.
330A-7 Transportation of the Mixture:
The mixture shall be transported in tight vehicles previously cleaned of all foreign material. The
inside surface of the truck bodies after cleaning shall be thinly coated with soapy water or an
approved emulsion containing not over five percent oil. the coating shall be applied poor to the
first loading each day and repeated as necessary throughout the d ay's operations. After the truer
bodies are coated and before any mixture is placed therein, they shall be raised to drain out all
excess liquids. Each load shall be covered during cool and cloudy weather and at any time there is
a probability ofrai .
G - o
Page 468 of 1201
Agenda Item #11. GENERAL PROVISIONS
330A-8 Preparation of Application Surfaces
330A-8.1. Cleaning
Prior to the laying oft e mixture,the surface of the base or pavement to be covered shall be cleared
of all loose and deleterious material by the use of power brooms or blowers,supplemented by Band
rooming, where necessary.
330A-8.2 Patching and Leveling Courses
Where a surface course 's constructed or an existing pavement or old base which is irregular, and
wherever so indicated in the Plans,the existing surface shall be l rougbt to proper grade and cross
section by the application of patching or leveling courses.
330A-8.3 Application over Surface Treatment
Where a surface course is to be placed over a newly constructed surface treatment, all loose
material shall be swept from the paving area and disposed of by the Contractor.
330 -8.4 Coating Surfaces of Contacting Structures
All structures which will be in actual contact with the asphalt mixture, with the exception of the
vertical faces of existing pavements and curbs or curb and gutter, shall be painted with a uniform
coating of asphalt cement to provide a closely bonded, watertight joint.
330 -8.5 Tack Coat
330 - .5. . Tack Coal Required
A. tack coat, as specified in Section Soo, will be required on existing pavements that are to be
overlaid with an asphalt mix and between successive layers of all asphalt mixes,
330A. .5.2 Tack Coat atEngineer's Option
tack coat will be required on the following surfaces, only when so directed by the Engineer:
(1) Freshly peed bases.
(2) Surface treatment.
330A-9 Placing Mixture
330A-9.1 Requirements Applicable to All Types
330 -9.1.1 Alignment of Edges
G -51
Page 469 of 1201
Agenda Item #11. GENERAL PROVISIONS
All asphaltic concrete mixtures(including leveling courses), other than adjacent to curb and gutter
or other true edges, shall be laid by the stringline method, to assure the obtaining of are accurate,
r iform alignment of the pavement edge.
330AA-9.1.2 'Temperature of Spreading
The temperature of the mix at the time of spreading shall be within+ -2 °T of the established mix
temperature selected by the Contractor, The minimum frequency for taking mix temperatures on
the Road will be are average of one per five tracks. If the temperature fails to fall within the
specified tolerance range, corrective action by the Contractor will be required.
330,E-9.1.3 Rain, and Surface Conditions
Transportation of asphalt mixtures shall immediately cease from the plant when rain begins at the
Roadway. Asphalt mixtures shall not be placed while rain is falling, or when there is water on the
surface to be covered. As any exception, mixture caught in transit may be placed at the Contractor's
risk if the only option is to waste this mixture, and provided the surface has been tacked as
required) prior to the rain and the surface broomed in front of the spreading operation. Such
mixture will be evaluated separately and if it should prove unsatisfactory in any way, in the opinion
of the Engineer, it shall be removed and replaced with satisfactory mixture at the Contractor's
expense.
330A-9.1.4 Speed of Spreader
The forward speed of the asphalt spreader shall be as established by the Engineer.
330 -9.1.5 Number of Crews Required
For each paving machine operated, the Contractor will be required to use a separate crew, each
crew operating as a full unit. 'he Contractor's Certified paring Technician in charge of the paving
operations may be responsible for more than one crew but must be physically accessible to project
personnel at all tomes when mix 'is being placed.
330A-9.1.6 Checking Depth of Layer
The depth of each layer shall be checked at frequent intervals and adjustments shall be made when
the thickness exceeds the allowable tolerance, when an adjustment is made, the paving machine
shall be allowed to travel a minimum distance of 32 feet to stabilize before the second check is
made to determine the effects of the adjustment.
330 -9.1.7 Hand Spreading
In limited areas where the use of the spreader is impossible or impracticable, the mixture.may be
spread and finished by hard.
G -52
Page 470 of 1201
Agenda Item #11. GENERAL PROVISIONS
330A-9.1.8 Straightedging and Back-patching
Straightedging and back-patching shall be done after initial compaction has been obtained and
while the material is still hot.
330AA-9. Requirements s Applicable to Courses other Than Leveling
330A-9.2.1 Spreading and Finishing
Upon arrival, the mixture shall be dumped in the approved mechanical spreader and immediately
spread and struck-off to the full width required and to such loose depth for each course that,when
the work is completed,the required weight of mixture per square yard,or the specified thickness,
will be secured. Are excess amount of mixture shall be carried ahead of the screed at all times.
Hand raking shall be done behind the machine as required.
330A-9.2.2 Thickness of Layers
Unless otherwise noted in the flans each course shall be constructed in layers of the thickness
shown on Standard FDOT Index No. 513. Type S-1II Asphaltic Concrete sb ll be constructed in
layers of the thickness of not less than 4 inch nor greater than I I4 inches.
33 i-9. .3 Laying Width
f necessary due to the traffic requirements, the mixture shall be laid in strips in such a manner as
to provide for the passage of traffic. Where the Road is closed to traffic, the mixture may be laid
to the fall width, by machines traveling 'n echelon.
330A-9. .4 Correcting Defects
Before any rolling is started the surface sbai I be checked, any irregularities adjusted, and all
drippings,fat sandy accumulations from the screed,and fat spots from any source shall be removed
and replaced with satisfactory material. No skin patching shall be done. When a depression is to
be corrected while the nature is hot,the surface shall be well scarified before the addition of fresh
mixture,
330A-9.3 Requirements Applicable only to Leveling Courses
330A-9.3.1 Watching Depressions
Before any leveling course is spread, all depressions ll the existing surface more than one-inch
deep shall be filled by spot patching with leveling course mixture and then thoroughly compacted.
330A.-9.3.2 Spreading Leveling Courses
G '- 3
Page 471 of 1201
Agenda Item #11.
GENERAL PROVISIONS
All courses of leveling shall be placed by the use of two motor graders - one of which is equipped
with a spreader box - unless otherwise shown in the Flans. Other types of leveling devices may he
used after they have been approved by the Engineer.
330A-9.3.3 Rate ofApplication
When the total asphalt mix provided for leveling exceeds 50 pounds per square yard,the mix shall
be placed in two or more layers, with the average spread of any layer not to exceed 50 pounds per
square yard. When Type S-111 Asphaltic Concrete i's used for leveling,the average spread of a layer
shall not be less than 50 pounds per square yard nor more than 75 pounds per square yard. The
quantity of mix for leveling shown in the Plans represents the average for the entire project;
however,the rate of application may vary throughout the project as directed by the Engineer.When
leveling in connection with base widening, the Engineer may require that all the leveling mix be
placed prior to the viewing operation.
330A-9.3.4 Placing Leveling Course over Existing Pavement
When a leveling course is specified to be placed over cracked concrete pavement (including
existing concrete pavement covered with an asphaltic surface), the first layer of leveling shall he
placed as soon as possible but no later than 48 hogs after cracking the concrete. The remainder of
the leveling course shall be placed in the normal sequence of operations.
330A-9.3.5 Removal of Excess 'Joint Material
Where a leveling course is to be placed over existing concrete pavement or Bridge decks, the
excess joint filler In the cracks and joints shall be trimmed flush with the surface prior to placing
the first layer of the leveling course.
330A-f 1.0 Compacting Mixture
re
330A-10.1 Provisions Applicable to All 'hypes
330 -10.1.1 Equipment and Sequence
For each paving or leveling tram in operation,the Contractor shall furnish a separate set of rollers,
with thee-operators.
The following Equipment, sequence and coverage are suggested for use based on past successful
performance; however, when density is required, the Contractor may select his own Equipment,
sequence and coverage of rolling to meet the minimum density requirement specified. Regardless
of the rolling procedure used, the final rolling must be completed before the internal pavement
temperature has dropped below 175T.
(1) Seal rolling, using tandem steel rollers (either vibratory or static) weighing 5 to 12 tons,
following as close behind the spreader as is possible without pickup, undue displacement or
blistering of the material. vibratory rollers shall be used in the static node for layers of one
inch or less in thickness,
GP-54
Page 472 of 1201
Agenda Item #11. GENERAL PROVISIONS
(2) Rolling with self-propelled pneumatic-tired rollers, following as close behind the seal roller g
as the nix will permit. The roller shall cover every portion of the surface with at least five
passes.
(3) rolling with the 8 to 12-ton tandem steel roller, to be done after the seal rolling and
pneumatic-tired rolling have been completed,but before the internal pavement temperature has
dropped below 175T.
Once the Contractor has selected the Equipment and established the rolling procedures and these
have been used for the control strip density determination, then the Contractor must continue to
use the same Equipment and rolling procedures for all asphalt Unix represented by the control strip.
Changes in Equipment or procedures will require a new control strip density determination. The
Engineer must be notified prior to changing the rolling process.
When density is not required, as for all patching courses, leveling and intermediate courses less
than one-inch thick,overbuild course;of variable thicknesses(when the minimum thickness's less
than one-inch) and open-graded friction courses, the compaction will be applied in accordance
with the Standard Specifications. The specified rolling procedures must be followed when density
determinations will not be made.
When density is not required on those courses indicated 'n the foregoing paragraph, but the
Contractor wants to use other rollers,patterns or sequences than those specified,they may request
approval from the Department. Approval may be granted for leveling and intermediate courses
2-inch and thicker and overbuild courses when these courses are placed with a paving machine.
Density requirements will be in accordance with the provisions of the first paragraph of 3 3 0AA-
1 .3 (Density Control- Nuclear Method), Table 330AA-2 and Table 3 0AA-3. Approval for a
change on patching courses, variable thickness leveling courses placed with motor graders and
open-graded friction courses will not be granted.
330AA-10.1.2 Compaction at Crossovers, Intersections, etc.
When a separate paving machine is being used to pave the crossovers, the compaction of the
crossovers may be done by one - to 1 o-tors tandem steel roller. If crossovers, intersections and
acceleration and deceleration lanes are placed with the main run of paving, a traffic roller shall
also be used in the compaction of these areas.
3 0A-10.1.3 lolling procedures
The initial rolling shall be longitudinal. Where the lane being placed is adjacent to a previously
placed lane,the center joint shall be pinched or rolled, prior to the rolling of the rest of the lane.
Dolling shall proceed across the neat, overlapping the adjacent pass by at least six inches. The
motion of the roller shall be slow enough to avoid displacement of the mixture, and any
displacement shall be corrected at once by the use of rakes, and the addition of fresh mixture if
required. Final rolling shall be continued until all roller marks are eliminated.
GP-55
Page 473 of 1201
Agenda Item #11. GENERAL PROVISIONS
330A-10.1.4 Speed of Rolling
Rolling with the self-propelled, pneumatic-tired rollers shall proceed at a speed of 6 to 10 miles
per,hour, and the area covered by each roller shall not be more than 4,000 square yards per hour,
except that for Type S Asphaltic Concrete, this maximum rate of coverage shall be 3,000 square
yards per hour.
330A-10.1.5 Number ofPneumatic-tired Rollers Required
A sufficient number of self-propelled pneumatic-tired rollers shall be used to assure that the rolling
f the surface for the required number of passes will not Belay any other phase of the laying
operation nor result in excessive cooling ofthe mixture before the rolling is compl6te. In the evert
that the rolling falls behind, the laying operation shall be discontinued until the rolling operations
are sufficiently caught up.
33 -10.1.E Compaction of Areas Inaccessible to Rollers
Areas which are inaccessible to a Droller(such as areas adjacent to curbs, headers, gutters, bridges;
manholes, etc.) shall be compacted by the use of hand tamps or other satisfactory means.
330A-10.1.7 Rolling Patching and Leveling Courses
Self-propelled pneumatic-tired rollers shall be used for the rolling of all patching and leveling
courses. Where the initial leveling course is placed over broken concrete pavement,the pneumatic-
tired roller shall weigh at least 15 tons. For Type S-111 Asphaltic Concrete leveling courses, the
use of a steel-wheeled roller, to supplement the traffic rollers, will be required. On other leveling
courses, the use of a steel-wheeled roller will be required on all passes after the first.
330A-10.1.8 Correcting Defects
The rollers shall not be allowed to deposit gasoline, oil or grease onto the pavement, and any areas
damaged by such deposits shall be removed and replaced as directed by the Engineer. While rolling
is in progress, the surface shall be tested continuously and all discrepancies corrected to comply
with the surface requirements. All drippings, fat or lean areas and defective construction of any
description shall be removed and replaced. Depressions which develop before the completion of
the rolling shall be remedied by loosening the mixture and adding new mixture to bring the
depressions to a true surface. Should any depression remain after the final compaction has been
obtained, the full depth of the mixture shall be removed and replaced with sufficient new mixture
to form a true and even surface. All high spots, high joints and honeycomb shall be corrected as
directed by the Engineer. Any mixture remaining unbonded after rolling shall be removed and
replaced. Any mixture which becomes loose or broken, mixed or coated With dirt or in any way
defective, prior to laying the wearing course shall be removed and replaced with fresh mixture
which shall be immediately compacted to conform with the surrounding area.
330A-10.1.9 Use of Traffic Rolle~on First Overbuild Course
G -5
Page 474 of 1201
Agenda Item #11. GENERAL PROVISIONS
A self-propelled pneumatic-tired roller shall be used on the first overbuild course. Coverage shall
e a mln'n um of five passes.
33 A- 0. .10 Use of Traffic Roller on First Structural Layer Placed on a Milled Surface
self- roll pneumatic-tired roller shall be used on the first structural layer placed on a milled
surface. Coverage shall be a mm" imum of three passes.
330A-10.2 Provisions Applicable to Shoulder Pavement only
Shoulder pavements rider than three feet shall he compacted by the use of Equipment of the type
required for other asphaltic concrete pavements. Density determinations will he required on
shoulder pavements rider than three feet when the thickness is cane-inch or greater. These density
determinations(including the control strip)will he separate from the pavement lane even when the
pavement lane and shoulder are placed in the sane pass.
Density determinations will not be required on asphaltic concrete or sand-asphalt hot mix
shoulders three feet or less nwidth. The c mpactive effort shall he done by the use of tandem
steel rollers not exceeding 12 tons in weight. In restricted areas ether Equipment that will
effectively exert a compactive effort may he approved by the Engineer, The Contractor shall Mate
what Equipment and cmpactive effort(coverage) is proposed to be used. This must he approved
y the Engineer before the Contractor starts the operation. Where sand-asphalt hot mix shoulders
are constructed within the limits of curb and gutter, compaction shall he done by light weight
rolling Equipment, approved by the Engineer, which will not displace the previously constructed
curb and gutter.
330A-10.3 Density Control
330A-10.3.1 Density Control Nuclear Method
The in-place density of each course of asphalt nix construction, with the exceptions of patching
courses, leveling and intermediate courses less than one-inch thief or a specified spread rate less
than 100 pounds per square yard,overbuild courses where the minimum thickness is less than one-
inch, and open-graded friction courses, shall be detern fined by the use of the Nuclear Density
acicater Method as specified by FM l-T2 3 8 (Method , The required density of a completed
course shall he at least 98 percent of the average density of the control strip.
330A-10.3.2 Control Strips
One or more control strips shall be constructed for the pose of determining the control strip
density. A control strip shall he constructed at the heginnfg of asphalt construction and one
thereafter for each successive course. Any change in the composition of the nix will require the
construction of a new control strip. The Engineer may require an additional control strip when he
deems it necessary to establish a new control strip density or conform the validity of the control
sUip density being used at that time. The Contractor may request a conformation of the control
G -5
Page 475 of 1201
Agenda Item #11.
GENERAL PROVISIONS
strip density also. The control strip must be constructed as a part of a normal day's day' run. The
Contractor will not be permitted to construct the control strip separately.
The length of the control strip shall be 300 feet, regardless of the width of the course being laid.
When the control strip is to be constructed for the first day of asphalt construction or at the
beginning of a new course, it shall be started between 500 and 1,000 feet from the beginning of
the paving operation. The thickness of the control strip shall be the same as that specified for the
course of which it is a part. The control strip will be constructed using the same mix, the sane
paving and rolling Equipment and the same procedures as those used in laying the asphalt course
of which the control strip is to become a part. Every control strip will remain in place and become
a portion of the completed Roadway.
When the compaction of the control strip has been completed, ten density determinations will be
made at random locations Within the control strip.No determinations will be made within one foot
of any unsupported edge.The average of these tern determinations will be the Control Strip Density.
For purposes of determining the percent of Laboratory density, as required in Table 3 AA- , a
correction factor will be developed from cores or by direct transmission nuclear deterr i atio
where applicable.
(a) The lab density shall be calculated to the nearest 0.01 percent and rounded to the nearest 0.1
percent.
In the event that a control strip meeting the requirements of Table 3 3 0AA-2 is not obtained, and
this particular mix, layer,etc.,is completed on the project,density shall be evaluated in accordance
with FM - 4 (Determining pining Density of Asphalt Pavement Layers When a valid Control strip is
not obtained).
Table 330 A-
Roac Roadway Requirements for Bituminous Concrete Mixes
Mix Ty
pe Ies Minimum Control Str ensi Surface* Tolerance
S-1 X 96 Lab. Dens. X
S-11 X 96 Lab. Dens. X
S-111 X 96 Lab. Dens. X
Type 11 X 96 Lab. fens. X
Type III X 96 Lab. fens. X
SAHM X 96 Lab. fens. X
ABC-1 X 96 Lab. fens.
ABC-2 X 96 Lab. Dens.
ABC-3 X 96 Lab. Dens.
C-1 X 96 Lab. Dens. X
C-2 No Density Required 96 Lab. Dens. X
FC-4 X 96 Lab. Dens. X
G -58
Page 476 of 1201
Agenda Item #11.
GENERAL PROVISIONS
X—Denotes that test is required.
Seal meet the straightedge requirements of 200- .
330A- 0.3.3 LOTs
For the pose of acceptance and partial payment, each day's production will be divided into
Lots. The standard size of a Lot shall consist of 5,000 lineal feet of any pass made by the paving
train regardless of the Width of the pass or the thickness of the course. Pavers traveling in echelon
will be considered as two separate passes. When at the end of a day's production or the completion
of a given course or at the completion of the project, a partial Lot occurs, then the Lot size will he
redefined as follows: If the partial Lot contains one or two stilts with their appropriate test
results, then the previous full-size Lot will be redefined to include this partial Lot and the
evaluation of the Lot will he based on either six or seven sublot determinations. If the partial Lot
contains three or four salts with their appropriate test results, this partial Lot will be redefined
to he a whole Lot and the evaluation of it will be lased on the three or four shlot determinations.
For the standard size Lot 5,000 lineal feet),five density determinations-one for each sublot-will
he made at random locations within the Lot.but not to be taken within one foot of any unsupported
edge. The random locations will be detern fined by the use of statically derived random number
tables furnished by the Department. These will also be used for partial Lots, For the Contractor to
receive full payment for density, the average density of a Lot Will he a minimum of 98.0 percent
of the control strip density. Once the average density of a Lot has been determined the Contractor
will not he permitted to provide additional compaction to raise the average.
330A- 0.3.4 Acceptance: The completed pavement will he accepted with respect to density on
Lot basis, partial payment will he made for those Let's that have an average density less than 9 .0
percent of the Control Strip Density based on the following schedule:
'Fable 330AA-3
Payment Schedule for Dens
Percent of Control Strip � Percent of Palment
9 .0 and above 100
97.0 to less than 98.0 9
9 .0 to less than 97.0 90
'Less than 96.0 7
*In calculating the percent of control strip density, do not round fft e final percentage.
*If approved by the Engineer based on an engineering determination that the material is
acceptable to remain in place, the Contractor may accept the indicated partial pay, otherwise
the Department will require removal and replacement at no cost. The Contractor has the option
to remove and replace at no cost to the Department at any time.
33 -10.3.5 Density Requirements for Small Projects
GP-59 477 of 1201
Agenda Item #11. GENERAL PROVISIONS
For projects less than 1,000 linear feet in length and Bridge projects with approaches less than
L000 linear feet each side, the requirements for control strips and nuclear density determination
will not apply. The Contractor will use the standard rolling procedures as specified in 330A-10.
The provisions for partial payment do not apply to these small projects.
330A-11 Joints
330A-1.1.1 Transverse Joints
Placing of the mixture shall he as continuous as possible and the roller shall not pass over the
unprotected end of the freshly laid mixture except when the laying operation is to he discontinued
long enough to permit the mixture to become chilled.When the laying operation is thus interrupted,
a transverse joint shall be constructed by cutting back on the previous run to expose the full depth
of the neat.
330A-11.2 Longitudinal Joints
For all layers of pavement except the leveling course,placing of each layer shall he accomplished
to cause longitudinal construction joints to be offset 6 to 12 inches laterally between successive
layers. The Engineer may waive this requirement where offsetting is not feasible due to the
sequence of construction.
330 -11.3 Gener i9. When fresh mixture is laid against the opposite edges of j oirrts trimmed or
formed as provided above), it shall be placed in close contact with the exposed edge so that a
even, well-compacted joint will be produced after rolling.
330A-12 Surface Requirements
330A-1 .1 Contractor Responsibility
The Contractor shall he responsible for obtaining a smooth surface on all pavement courses placed
and therefore should straightedge all intermediate and final courses with a 1 -Moot rolling
straightedge. A 1 -foot manual straightedge shall he furnished by the Contractor and shall he
available at the job site at all times during the paving operation for checking joints and surface
irregularities.
330A-12.2 Texture of the Finished Surface of Paving Layers
The finished surface shall he of un forn texture and compaction. The surface shall have no pulled,
tom,or loosened portions and shall he free of segregation, sand streaks, sand spots,or ripples. Any
area of the surface which does not meet the foregoing requirements shall he corrected in
accordance with 3 3 OA-12.4.
Unless written permission is obtained, asphalt concrete mixtures containing aggregates which will
cause a different color appearance shall not he used in the final wearing surface in sections less
than one mile in length.
G - o
Page 478 of 1201
Agenda Item #11.
GENERAL PROVISIONS
330A-12.3 Acceptance 'besting for Surface Tolerance
330A-12.3.1 General
Acceptance testing for surface tolerance will be applicable to pavement lanes and ramps, where
the width is constant, and shall include all construction joints,
Intersections,tapers, crossovers,transitions at begging and end of project, and similar areas will
not be tested for surface tolerance with the rolling straightedge as provided below. However, any
individual surface irregularity in these areas in excess of inch as determined by a 1 -foot
straightedge, and deemed by the Department to be objectionable, shall be corrected in accordance
with 3 3 OA-12.4.
When the Department is ready to perorn acceptance testing for surface tolerance,the Contractor
shall provide the required traffic control in accordance with standard maintenance of traffic
requirements specified in the Contract. The cost of this traffic control shall be included in the
Contract Bid prices for the asphalt items.
The Contractor shall also provide a representative to be present curing the entire operation of
straight edging for acceptance purposes.
330A-12.3.2 'hest Method
Acceptance testing shall consist of one pass of a standardIS-foot rolling straightedge operated
along the centerline of each lane tested.This does not preclude acceptance testing lit other locations
within the lane being tested.
330A-12.3.3 Acceptance Criteria for Last Layer Prior to Friction Course
The Contractor shall furnish and operate an acceptable 1 -foot rolling straightedge for testing of
the last layer prior to the friction course as directed by the Engineer and supervised by project
personnel. All deficiencies in excess of 3 1 -inch shall he corrected in accordance with 3 0A-12.4
and retested as necessary prior to placement of the friction course. Where the final surface is not a
friction course, acceptance criteria shall he in accordance with 3 3 o -1 .3.4.
330A-12.3.4 Acceptance Criteria for Final Surface or Friction Course
Upon completion of the final surface or fetin course, district Materials personnel will test the
finished surface with a 1 -foot rolling straightedge. All deficiencies in excess of 3/16th ffich shall
e corrected in accordance with 330A-1 2.4, except that correction by overlaying will not be
permitted when the final surface is a friction course.
The Engineer may waive corrections specified above if an engineering determination indicates that
the deficiencies are sufficiently separated so as not to significantly affect the ride quality of the
pavement and corrective action would unnecessa ly mar the appearance of the finished pavement.
GP- 1
Page 479 of 1201
Agenda Item #11.
GENERAL PROVISIONS
Where the Engineer elects to waive correction and the finished pavement surface is a friction
course,the pay quantity for Asphaltic Concrete Friction Course will be reduced by the amount of
friction course which would have been removed and replaced if the correction had been made 1 0
t. X lane width).
Where the Engineer elects to waive a correction and the finished pavement surface is other than a
friction course, the appropriate pay quantity for asphaltic Concrete shall be reduced by the
equivalent quantity of Materials which would have been removed and replaced if the correction
had been made.
(a) Mere the pay quantity is in square yard, the reduction is based on the area which would have
been removed 1 0 feet X lane width)multiplied by the ratio of the layer thickness to the total
thickness of the type of Unix specified.
(b) Where the pay quantity is in tons,the reduction is based on the volume which would have been
removed (100 feet X lane width X layer thickness) multiplied by the Laboratory density for
the Unix.
GP-62 480 of 1201
Agenda Item #11.
GENERAL PROVISIONS
330A-12.4 Correcting Unacceptable Pavement
The Contractor has the option of selecting one of the following methods unless overlaying is
prohibited in accordance with 3 3 OA-12. .4
(a) Removing and replacing: If correction is made by removing and replacing the pavement,the
removal must be for the full depth of the course and extend at least SO feet on either side of
the defective area, for the full width of the paving lane.
(b) Overlaying: If correction is made by overlaying, the overlay shall cover the length of the
defective area and taper uniformly to a featheredge thickness at a minimum distance of SO feet
on either side of the defective area. The overlay shall extend full width of the Roadway. Care
shall be taken to maintain the specified cross slope. The nix used for the overlay may be
adjusted as necessary for this purpose by the District Bituminous Engineer.
(c) Other Methods: For courses which will not he the final pavement surface, correction of minor
straightedge deficiencies by methods other than specified above shall he approved by the
District itunnous Engineer.
The cost of all corrective Work, either by removing and replacing or by overlay ing, shall be borne
by the Contractor,
30A- 3 Protection or Finished Surface
Sections of newly compacted asphaltic concrete which are to he covered by additional courses
shall he kept clew until the successive course is laid.
No dumping of embankment or base material directly on the pavement will he permitted. Dressing
of shoulders shall he completed before placement of the friction course on adjacent pavement.
Blade graders operating adjacent to the pavement ding shoulder construction shall have a two-
inch by eight-inch or larger) hoard or other attachment providing essentially the sane results)
attached to their blades in such manner that it extends Below the blade edge, in order to protect the
pavement surface from damage by the grader blade.
To prevent rutting or other distortion, sections of newly finished dense-graded friction course and
the last structural lager prior to the friction course shall he protected from traffic until the surface
temperature has cooled below 1 o° .
The Contractor may use artificial methods to cool the pavement to expedite paving operations. The
Department may direct the Contractor to use artificial cooling methods when,in the opinion of the
Engineer, maintenance of traffic requires opening the pavement to traffic at the earliest possible
time.
GP-63 481 of 1201
Agenda Item #11.
GENERAL PROVISIONS
330A-14 Correcting Deficient Thickness
330A-1 .1 Allowable Deficiencies
When the pavement is to be paid for on a square yard basis,the thickness shall be determined from
the length of the co-borings, as spec ified in 0A-1 .1. The maximum allowable deficiency from
the specified thickness shall be as follows:
(1) For pavement of specified thickness oft 12 inches or more: 1 inch.
(2) For pavement of a specified thickness of less than 2 1 2 inches: 4 inch.
330A-1 .2 Pavement Exceeding Allowable Deficiency in Thickness
330A- . .2.1 When Deficiency is Seriously in Excess
Where the deficiency in thickness is: 1 in excess of inch, for pavement of less than 2 1 2
inches in specified thickness, or, 2 in excess of 3 4 inch, for pavement of specified thickness of
2 1 2 inches or more, the Contractor shall correct the deficiency either by replacing the full
thickness for a length extending at least 50 feet from each end of the deficient area, or (when
permitted by the Engineer) by overlaying as specified in 330 -14.2. .
s an exception to the above, pavement outside the main Roadway area (acceleration and
deceleration lanes and crossovers)may be left in place,without compensation when 80 permitted
by the Engineer, even though the thickness deficiency exceeds the tolerance specified above.
The Contractor will receive no compensation for any pavement removed, nor for the Work of
removing such pavement.
330A-14.2.2 When Deficiency is Not Seriously in Excess
When the deficiency in the thickness of the pavement is over 1 4 inch but not more than inch,
for pavement of specified thickness less than 2 2 inches; or when the deficiency in thickness is
over 1 inch but not more than 4 inch, for pavement of specified thickness of 2 1 2 inches or
greater;the Contractor will be allowed to leave such pavement in place,but without compensation.
The areas of such pavement for which no square yard payment will be made shall be the product
of the total distance between acceptable cores, multiplied by the width of the lane which was laid
at the particular pass in which deficient thickness was indicated. All costs of the overlaying and
compacting shal 1 he borne by the Contractor.
330A-1 . .3 Correcting Deficiency by Adding New Surface Material
For any case of excess deficiency of the pavement, the Contractor will be permitted, if approved
by the Engineer for each particular location, to correct the deficient thickness by adding new
surface material and compacting to the same density as the adjacent surface. The area to f be
corrected and the thickness of new material added shall be as specified in 3 3 OA-12.3.
GP-64
Page 482 of 1201
Agenda Item #11.
GENERAL PROVISIONS
All costs of the overlaying and compacting shall be Lorne by the Contractor.
330A-15 Calculations for Thickness of Pavement to be Paid for (Applicable Only where the
Pavement is to be Paid for by the Square Yard)
3A-1 .I Core Borings
When the Department is ready to core the finished asphalt construction for thickness as required
for acceptance testing, the Contractor shall provide the required traffic control in accordance
with standard maintenance oftraffic requirements specified in the Contract. The cost of this traffic
control shall be included in the Contract Bid prices for the asphalt items.
The Contractor shall provide a representative to be present during the entire coring operations for
acceptance purposes.
The thickness of the pavement shall be determined from the length ofcores, at least two inches in
diameter, taken at random points on the cross section and along the Roadway. Each core shall
represent a section of Roadway no longer than 200 feet regardless of the number oflanes.
Thickness detern-iinatins for paved shoulders and widening shall be separate from the mainline
Roadway and shall represent a section no longer than 400 feet for each shoulder or-widening. The
average thickness shall be determined from the measured thicknesses, and in accordance with the
procedure and criteria specified herein,
If the Contractor believes that the number of cores taken by the Department is insufficient t
properly indicate the thickness of the pavement,he may request the Department to make additional
borings at locations designated by him. The cost ofthese additional borings shall be deleted from
any sums due the: Contractor unless such borings indicate that the pavement within the questioned
area is of specified thickness.
3 A-1 . Cn"te is for Calculations D ELETE A N D SUBSTITUT E TH E FOLLOW1NG
The calculation for asphaltic concrete pavement to be paid for under this section shall be the area
in square yards completed and accepted with the length to he used in the calculation being the
actual length measured along the surface and the width as shown on the Plans. The thickness to be
paid shall be as shown on the Typical Section in the Plans.
Areas ofdeficient thickness - pavement which is left in place with no compensation as specified
in 0A-14. , shall not be taken into account in the calculation.
Where areas of defective surface or deficient thickness are corrected by overlaying with additional
material, the thickness used in the calculations shall be the thickness specified on the Typical
Section for such areas.
END of SECTION
GP-6
Page 483 of 1201
Agenda Item #11.
GENERAL PROVISIONS
SECTION 331
TYPE S ASPHALTIC CONCRETE
SECTION 331 IS ADDED TO THIS P 'I I ATI N
331-1 Description
This Section specifies the Materials, the composition, and physical test properties for Type S
Asphaltic Concrete(Type S-I, Type S-II or Type S-III as specified by the Contract or when offered
as alternates. The composition, and physical test properties for all nixes, including Type S
Asphaltic Concrete S-I, S-I1 and S-III) are shown in the fo I]owing Table 331-1 and Table 331-2.
Where Type S Asphaltic Concrete is specified in the Contract, if approved by the Engineer, the
Contractor may also select Type S-III Asphaltic Concrete as an alternate for the final surface n
friction course specified)and as the final layer of structural course only,prior to the friction course.
Type S-II Asphaltic Concrete will not be permitted as the final layer prior to the friction course.
Requirements for plant and Equipment shall he as specified in Section 320. General construction
requirements shall be as specified in Section 330A.
Table 331-1
Percent By weight Total Aggregate Passing Sieves*
T 1 3No.4 No. 10 No. 40 No. 80 No. 200
S-1 10 -100 75-93 47-75 31-5 3 19-3 5 7-21 2-6
S-II * 83-9 1-87 62-78 47-6 3 -49 1 -35 9-1 2-6
S-111 100 8 -100 60-90 40-70 20-45 10-30 2-12
Type II 100 0-100 0-10 55-9 2-10
T 111 100 0-1 0 6 -100 4 -75 20-45 1 -30 -I 2
SAHA4 100 -12
ABC-1 10 0-12
ABC-2 100 5 5-9 2-1 0
ABC- 70-10 3 -70 2 -6 10-40 2-8
FC-1 100 55-85 2-5
FC�2 100 5-10 10-4 -12 2-6
FC-4 100 75- 0 2-6
*In inches, except where otherwise indicated. Number sieves are U.S. Standard sieve series.
1 %passing 11 4-inch sieve and 4-1 %passing 1-inch sieve.
passing I 1/2-inch sieve.
The design range for the No. 10 sieve may be increased for lightweight aggregates.
G P- +
Page 484 of 1201
Agenda Item #11. GENERAL PROVISIONS
Table 33 -2
Marshall Design,Properties for
Bituminous Concrete des
Minimum
Minimum Marshall: Flow* Minim NIA Air Voids
�,� , . � � feeie Asphalt
Sta Uit s.
Content %
S-I 1500 8-14 14 3-5 5.0
S-11 1500 8-14 13 3-5 5.0
S- 111 150 8-14 15 3-7 5.5
Type II 500-750 7-16 18 5-16 6.0
Type III 75 0-1000 7-1 15 5- 5.5
SAHM 300-500 7-16 15 5-16 6.0
ABC-1 500 7-16 15 5-16 6.0
ABC-2 750 7-16 15 5-14 5.5
ABC-3 1000 8-14 14 3-7 5.0
FC-1 50 7-14 15 8-14 5.5
C-2 - - -
C-4 500 744 15 12-16 5.0
*The maximum Flow for the mix design shall be one point less than shown in the Table. The maximum
Flow values shown apply only during production.
Work will be accepted on a LOT to LOT basis in accordance with the applicable requirements of
Sections 5, 6, and 9. The size of the LOT will be as specified in 3 31-5 for the bituminous mixture
produced at the plant and as stipulated in 330A-10 and 30 -12 for the material placed on the
Roadway.
331-2 Materials
33 - .1 General Specifications
catlon
The Materials used shall conform with the requirements specified in Division III. Specific
references are as follows:
(1) Asphalt Cement Viscosity Grade AC-3 0 91 -l
(2) Mineral Filler 917-1 and 9 l 7-2
(3) Coarse Aggregate, Stone, Slag or Crashed Gravel Section 901
(4) Fine Aggregate Section 902
*Gravel for use in asphalt concrete mixtures shall be crushed. In addition,the asphalt concrete
mixtures containing crushed gravel as the course aggregate component must show no
potential for stripping during Laboratory testing,before approval of the mix design.
Reclaimed Portland Cement Concrete Pavement may be used as a coarse aggregate or screenings
component subject to meeting all applicable Specifications.
All Materials shipped to the asphalt plant will be sampled at their destination.
G - 7
Page 485 of 1201
Agenda Item #11. GENERAL PROVISIONS
331-2.2 Specific Requirements
3 -2.2.1 Condition of Aggregate
The aggregate shall be clean and shall contain no deleterious substances. Coarse or fine aggregate
containing any appreciable amount of phosphate shall not be used.
33 -2.2.2 Fine Aggregate and Mineral Filler
In Laboratory tests, and for the purpose of proportioning the paving mixture, all material passing
the No. 10 sieve and retained on the No. 200 sieve, shall be considered as fine aggregate, and the
material passing the No. 200 sieve shall be considered as mineral filler.
- .2.3 Screenings
Any screenings used in the combination of aggregates shall contain not more than 15 percent of
material passing the No. 200 sieve. when two screenings are blended to produce the screening
component of the aggregate, one of such screenings may contain up to 18 percent of material
passing the No. 200 sieve, as long as the combination ofthe two does not contain over 15 percent
material passing the No.200 sieve. Screenings may be washed to meet these requirements.
331-2.2.4 Use of Reclaimed Asphalt Pavement
Reclaimed ed asphalt pavement may be used as a component material of the bituminous mixture
subject to the following.
1. The Contractor shall be responsible for the design of asphalt mixes which incorporate
reclaimed asphalt pavement as a component part.
2. Reclaimed asphalt pavement shall not exceed 60 percent by weight of total aggregates for
Asphalt Base Courses nor more than 35 percent by weight of total aggregates for Structural
and Leveling Courses, Reclaimed asphalt pavement shall not be used in Friction Courses.
. A 3 1/�' grizzly shall be mounted over the reclaimed asphalt pavement cold bin. If oversize
material shows up in the nix,the size of openings shall be reduced.
. The reclaimed asphalt pavement material as stockpiled shall be reasonably uniform in
characteristics and shall not contain aggregate particles which are soft or conglomerates o
fines.
331- .2.5 Recycling Agents
When reclaimed asphalt pavement is approved for use as a component material, a recycling agent
meeting the requirements specified in 91 A-2 shall be used in the mix.
GP-68
Page 486 of 1201
Agenda Item #11. GENERAL PROVISIONS
33 -3 Permissible variation for the Coarse Aggregate
The aggregate or aggregates shipped to the job shall be sized and uniformly graded or combined
in such proportions that the resulting mixture meets the grading requirements of the mix design.
331-4 General Composition of Mixture
331-4.1 General
The bituminous mixture shall be composed of a combination of aggregate coarse,fine or mixtures
thereof), mineral filler, if required, and Bituminous material. Not more than 20 percent by weight
of the total aggregate used shall be silica sand or local Materials as defined in Section 902. The
Silica sand and local Materials contained in any reclaimed asphalt pavement material, if used in
the mix, shall be considered in this limitation. The several aggregate fractious shall be sized,
uniformly graded and combined in such proportions that the resulting mixture will meet the
grading and physical properties of the approved mix design.
Reclaimed asphalt pavement meeting the requirements of 331-2.2.4 may be approved as a
substitution for a portion of the combination of aggregates, subject to all applicable specification
requirements being met.
33 - .2 Grading Requirements
n all eases, the job mix for ula shall be within the design ranges specified in Table 3 3 1-1.
331-4.3 Mix Design
331-4.3.1 General
Prior to the production of any asphaltic paving mixture, the Contractor shall submit a mix design
to the Engineer at least two weeks before the scheduled start of production. The foilovig
information shall be tarnished
1. The specific project on which the mixture will be used.
2. The source and description of the Materials to be used.
3. The gradation and approximate proportions of the raw Materials as intended to be
combined in the paring mixture.
4. A single percentage of the combined mineral aggregate passing each specified sieve.
. A single percentage of asphalt by weight of total mix intended to be incorporated in the
completed mixture.
. A single temperature at which the mixture is 'Intended to be discharged from the plant.
. The Laboratory density of the asphalt mixture, for all mixes except Open-Graded Friction
Courses.
GP- 9
Page 487 of 1201
Agenda Item #11. GENERAL PROVISIONS
. Evidence that the completed mixture will conform to all specified physical requirements.
. The name of the individual responsible for the Quality Control f the i t r during
production.
In lieu o f the above,when reclaimed asphalt pavement is approved for use as a component material
the Contractor shall submit to the Engineer at least two weeps before the scheduled start of
production in writing a proposed mix design and samples of all material components.
The following inf nnation shall be furnished with the proposed mix design for nixes containing
reclaimed asphalt pavement:
1. The specific project on which the inn Lure will be used.
2. The source and description of the Materials to be used.
. The gradation and approximate proportions of the raw Materials as intended to be combined
in the paving mixture.
4. A single percentage of the combined mineral aggregate passing each specified sieve.
. A single temperature at which the mixture is intended to be discharged from the plant.
. The name of the individual responsible for the Quality Control of the mixture during
production.
331-4.3.2 Revision of Mix Design
The approved mix design shall remain in effect until a change is authorized by the Engineer. A
new design will be required for any change in source of aggregate.
331-4.3.3 Desistance to Plastic Flow
The submitted nix design shall include test data showing that the material as produced will meet
the requirements specified in Table 1-2 when tested in accordance with FM I-T24 . Further,
the bulk specific gravity of the Laboratory compacted bituminous mixture shall be deterr med in
accordance with FM T-T 166.
The percent of unfilled voids and the percent of aggregate golds filled with asphalt shall he based
on the ina imum specific gravity of the bituminous mixture and on the asphalt content of each
group of specimens prepared from the sane sample. Maximum imu specific gravity of the bituminous
mixture shall be determined by FM 1-T-2 .
331-4.4 Contractor's Quality Control
3 1-4.4.1 Personnel DELETE TE IN ITS ENTIRETY
GP-70 488 of 1201
Agenda Item #11. GENERAL PROVISIONS
31-4.4.2 Extraction Gradation Analysis
The bituminous mixture will be sampled at the plant in accordance with FM I-T 18. The percent
bitumen content of the mixture will be determined 'in accordance with FM 5-544. The percent
passing the standard sieves will be determined in accordance with FM - 4 . All test results will
e shown to the nearest 0.01.All calculations will be earned to the 0.001 and rounded to the nearest
0.01, in accordance with the Department's rules of rounding.
6 *
The Contractor will run a mnumwn of one extraction gradation analysis of the mixture for each
days or part of a day's production and immediately following any change in the production
process. The quality control sample of mixture for the extraction gradation analysis will be taken
each day as soon as the plant operations have stabilized and the results will be obtained in a timely
manner so that adjustments can be made if necessary.
Extraction gradation analysis will not be required on the days when mix production is less than
100 tons. However, when mix production is less than 100 tons per day on successive days, the test
will be run when the accumulative tonnage on such days exceeds 100 tons.
The target gradation and asphalt content shall be as shown on the mix design. Any charges in
target will require a change in the nix design in accordance with 3 31-4.3.2.
If the percentage of bitumen deviates from the optimum asphalt content by more than 0.55 percent,
or the percentage passing any sieve fails outside the iftnits shown in Table 3 1-3, the Contractor
will make the necessary correction. If the results for two consecutive tests deviate from the
optimum asphalt content by more than 0.5 5 percent, or exceeds the limits as shown in Tab e 3 3 I-
3 for any sieve, the plant operation sail be stopped until the problem has been corrected.
The Contractor will maintain control darts showing the results of the extraction gradation
analysis (bitumen content and sieve analysis).
Table 331-3
Tolerances for Quality Control Tests
(Extraction Gradation Analysis)
Sieve Sipe Percent Passim
.0
7' 760
1 2 7.0
3 8" 7.0
No. 4 7.0
No. 10 5.5
No. 40* 4.
No. 80 3.0
No. 200 260
*Does not apply to SAH,ABC-1 or Type It.
GP-71
Page 489 of 1201
Agenda Item #11. GENERAL PROVISIONS
1-4.4.3 Plant Calibration
.t or before the start of mix production,a set of hot bin samples for batch or continuous mix plants
or belt cut for drum nix plants will be wash graded to verify calibration of the plant. When
approved by the Engineer, extraction gradation analysis of the nix may be used to verify
calibration of the plant. This extraction gradation analysis may also be used to fulfill the quality
control requirements for the first clays' production.
331-4.4.4 Viscosity of Asphalt in Mixes Containing Reclaimed Asphalt Pavement
When reclaimed asphalt pavement is a component material,the viscosity of the asphalt material in
the bituminous mixture,determined in accordance with FM 1 J202,shall be 6000+/-2000 poises.
This determination shall be made on samples obtained by the Department on a random basis at a
frequency of approximately one per 2000 tons of nix.
: if the viscosity is determined to be out of the specified tolerance, the Contractor shall adjust the
recycling agent formulation or blend of reclaimed asphalt material used in the mixture to bring the
viscosity within tolerance.
331-5 Acceptance of The Mixture
(For This Article, the Term "Lots' , plies to Department Projects)
331- .1 General
The bituminous mixture will be accepted at the plant,with respect to gradation and asphalt content,
on a Lot to Lot basis. The material will be tested for acceptance in accordance with the provisions
of -4 and the following requirements.However,any load or loads of mixture which,in the opinion
of the opinion of the Engineer, are unacceptable for reason of being excessively segregated,
aggregates improperly coated, or of excessively high or low temperature shall be rejected for use
in the Wort .
standard size Lot at the asphalt plant shall consist of 4000 tons with four equal sublots of 1000
tons each.
. partial Lot may occur due to the following:
(1) The completion of a given mix type on a project.
(2) an approved Lot termination by the Engineer due to a change in process, extended Delay in
production, or change in mix design.
If the partial Lot contains one or two sublets with their appropriate test results, then the previous
frill-size Lot will be redefined to include this partial Lot and the evaluation of the Lot will be based
on either-five or six sublet detennination . If the partial Lot contains three sublots with their
appropriate test results, this partial Lot will be redefined to be a whole Lot and the evaluation of it
will be based on three sublot determinations.
When the total quantity of any Unix is less than 3000 tons,the partial Lot will be evaluated for the
appropriate number of s blots from n= I to n= 3. When the total quantity of any mix type is less
GP-72 490 of 1201
Agenda Item #11. GENERAL PROVISIONS
than 500 tors, the Department will accept the mix on the basis of visual inspection. The
Department may run extraction and gradation analysis for information purposes; however, the
provisions for partial payment will not apply.
n multiple project contracts, the Lot(s) at the asphalt plant will carry over from project to
project.
331-5.2 Acceptance Procedures
The Contractor shall control all operations in the handling, preparation, and nixing of the asphalt
ix so that the percent.bitumen and percent passi
mix the No.4, 10,40 and 200 sieves will meet the
approved job mix formula within the tolerance shown in Table 3 31-5.
Table 33 -5
Tolerances for Acceptance nce Tests
Characteristic Tolerance*
Asphalt Content Extraction +1-0.55%
Asphalt Content(Printout) + -0. 5%
Passing No. 4 Sieve + -7.00%
Passing No. 10 Sieve + -5.50%
'ass �o. 4 Sieve +1-4.50�
n
Pass!!%No. 200 Sieve + -2.0 %
*Tolerances for sample size 1. See Table 331-6 for other sample
sizes rt--2 through n= .
"Applies only to Type S-t, S-H, S-ttt,FC-1 and C-4.
Acceptance of the mixture shall be on the basis of test results on consecutive random samples from
each LOT. One random sample shall be taken from each sub lot. The bituminous mixture will be
sampled at the plant in accordance with FM I-T 168. The percent bitumen content of the mixture
will be determined in accordance with FM -544. The percent passing the No.4, No. 10, No. 40
and No. 200 sieves will be let rrnined in accordance with FM 5-545.
Calculations for the acceptance test results for bitumen content and gradation (percent passing
No.4,No. 10,No. 40 and No. 200) shall be shown to the nearest 0.01. Calculations for arithmetic
averages shall be carried to the 0.001 and rounded to the nearest 0.01 in accordance with the
Department's rules of rounding.
When the Contractor or Producer chooses to use a storage bin for mix storage overnight or longer,
the material processed in this manner will be handled as follows:
The samples of mix taken for acceptance tests on asphalt content must be taken before the mix is
placed into the storage bin. Samples of mix for acceptance tests on gradation shall be taken after
the mix has been removed from the storage bin.
Payment will be made on the basis of Table 331-6 Acceptance Schedule of Payment. The process
will be considered out of control when any individual test result from a LOT exceeds the 90 percent
G P-73
Page 491 of 1201
.Agenda Item #11 0 GENERAL PROVISIONS
pay factor limit for the values in the "one test" column of Table 331-6. When this happens, the
LOT will be automatically terminated and the percent of payment will be determined from Table
331- .
Table 331-
Acceptance Schedule of ru nt (Asphalt Plant Mix Characteristics)
Average of Accumulated Deviations of the Acceptance Vests from the Mix Design
Pay Factor I-Test 2-Tests 3.'Tests 4-Tests -Tests -'bests
Asphalt Cement Content(Extraction)
31
1.0 0. - .55 . - .43 0. - .38 .0 - .35 0. - .33 - .
0.95 0.56-0.65 .44-0.5 .39 .44 ,36- .4 0.34- .37 0.32-0.36
0.90 0.66-0.75 0.51- .57 .45 .50 0.41 .45 .38- .42 .36 .39
.80* Over 0.75 Over 0.57 Over 0.50 Over 0.45 Over 0.42 Over 0.39
Asphalt Cement Content(Printout)
1.00 0.00-0.15 .0 - .15 0. -0.15 . -0.15 0. 0- .15 0.0 -0.15
.95 .16-0.25 .16- .25 0.16- .25 0#16- .25 0.16- .25 .16- .25
0.8 Over 0.35 Over 0.35 Over 0.35 Over 0.35 Over 0.35 Over 0.35
No. 4 Sieve
1.00 0.00-7.00 .0 5.24 . 0-4. 6 .0 -4. .00-3.68 . -3.45
.98 7.01-8. 5.25-5.95 4.4 -5.04 4. 1-4.5 3.69-4.13 3.46-3.86
0.95 8. 1 9. 5.96-6.66 5. 5-5.62 4.5 -5.00 4. 4-4.58 .87-4.27
0.90 9.01-10. 0 6.67-7.36 5.63-6.20 5. 1 5.50 4.59-5. 2 4.2 -4.67
.8 * Over 10.00 Over 7.36 Over 6.20 Over 5.50 Over 5.02 Over 4.67
No. 10 Sieve
1.0 0. -5.50 .0 -4.33 . 0-3.81 0. -3.5 . -3,2 ^3.13
0.98 5.51-6.5 4.34-5. 4 3.82 4.39 3.51 4.0 3.30 3.74 3.14 3.54
0.95 6.51- .5 5. 5 5.74 4.4 -4.9 4 s 1-4. .' -4.1 . - .9
0.90. 7.51 8.5 5.75 6.45 4.97--5.54 4.51-5. 0 4.19-4.63 3.96-4.36
.8 Over 8.50 Over 6.45 Over 5.54 Over 5.00 Over 4.63 Over 4.36
. 40 Sieve
1.00 0.0 -4.50 .0 -3.91 . -3.65 .0 -3.5 . -3.39 . -3.32
072.98 4.51-5.5 3.92-4.62 3.66-4.23 3.51-4. 3.40-3.84 3.33-3.
.95 5.51-6.5 4. 3-5.33 4.24 4.81 4. 1-4.5 3.85 4.29 3.73-4.13
0.90 6.51-7.50 5.34-6.04 . 4.82-5.3 4.51-5. 4.3 -4.74 4.14-4.54
.80* Over 7.50 Over 6.04 Over 5.39 Over 5.00 Over 4.74 Over 4.54
No.200 Sieve
1.00 0.0 -2. .0 -1.71 0.00-1.58 0.0 -1.5 . -1.45 1.41
.95 2.01-2.4 1.72-1.99 1.59-1.81 1.51-1.7 1.46-1.63 1.42- .57
0.90 2.41 2.8 2. 0 2.27 1.82-2.04 1. 1-1.90 1.64 1.8 1.5 -1.73
.80* Over 2.80 Over 2.27 Over 2.04 Over 1.90 Over 1.80 Over 1.73
approved by the Engineer based on an engineering deterr ation that the material is acceptable to
remain in place, the Contactor may, accept the indicated partial pay. Otherwise, the Department will
require removal and replacement at n cost. The Contractor has the option to remove and replace at no
cost to the Department at any time.
*men there are two or more reduced payments for these items in one LOT of material,only the greatest
reduction in payment will be applied. CAUTION: This rule applies only to these four gradation test
G -74
Page 492 of 1201
Agenda Item #11. GENERAL PROVISIONS
results.
Notes:
(1)The No. 40 Sieve applies only to Type S-1, S-H, S-IIt,F -1 and FC-4.
(2)Deviations are absolute values with no plus or minus signs.
3 1-5.3 automatic Batch Plant with printout
Acceptance determinations asphalt content for mixtures produced by automatic batch plants with
printout will be based on the calculated bitumen context using the printout of the weights of asphalt
actually used. Acceptance determm" ations for gradations (No.4, No. 10, 1 . 40 and No. will
e based on the actual test results from extraction gradation analyses. Payment will be made based
on the provisions of Table 331- .
33 -5.4 Acceptance on the Roadway
The bituminous mixture will be accepted on the Roadway with respect to compacted density and
surface tolerance in accordance with the applI*cal, le requirements of 33OA-10 and 33OA-12.
33 1-5.5 Additional'Tests
The Department reserves the right to run any test at any time for informational purposes and for
determining the effectiveness of the Contractor's quality control. The Department will determine
the Marshall properties,a minimum of one set per LOT,to determine whether or not the Contractor
is meeting the specification requirements. Specimens will he prepared at the plant and transported
to the District or Central Lab where they will he tested In accordance with FM - 11 for Marshall
stability and flow, FM I-T 209 for maximum specific gravity, and FM I-T 166 for density. When
the average value of the specimens fails to meet specification requirements for stability or flog,or
the air void content is below 3.0 percent (for structural mixes only), the Contractor"s plant
operations may be stopped until all specification requirements can he met or until another r x
design has been approved (any revisions to a mix design shall be mace in accordance with 3 31
4.3.2). When it is determined necessary to cease operations while the problem 's being resolved,
the approval of the Engineer will be required before resuming production of the mix. At this time
the Marshall properties must he verified,
331-6 Compensation
331-6.1 Items for which Payment will Be Mace
For the Work specified under this Section (including the pertinent provisions of Sections 320 and
330A), payment will be made for the area of the pavement, in square yards (after adjustment to
the equivalent area of specified-thickness pavement), or, when so show., the Freight of the
mixture, in tons.
GP-75
Page 493 of 1201
Agenda Item #11.
GENERAL PROVISIONS
331-6.2 Area of Pavement for Which Payment Will Be Made
When the pavement is to be paid for on are area basis,the area to be paid for shall be field measured
quantity, omitting any areas not allowed for payment under the provisions of -3.2, oinitting any
areas not allowed for payment under 3 0A-14.2.
The thickness to be paid for under this section is the thickness shown on the typical section in the
Plans.
3 1- .3 Payment by Weight of Mixture
Where the pavement is to be paid for by Weight, the Weight shall be determined as provided in
32 -2 (including the provisions for the automatic recordation system).
331-6.4 Bituminous Material DELETE IN ITS ENTIRETY
331-6.5 Work Included in Payment Items
The Contract unit price per tors or per square yard, as applicable, shall be full compensation for all
the Work specified under this Section including the applicable requirements of Sections 320 and
330A).
Payment shall be lade under:
Item No. 31-2 — Type S Asphaltic Concrete—per ton.
Item No. 3 3 l- — Type S Asphaltic Concrete—per square yard.
END OF SECTION
SECTION 33
SUPER PAVE E ASPHALT
SECTION 334 SUPERPAVE A i1HALT — DELETE AND SUBSTITUTE THE
FOLLOWING:
33 -1 Description
33 -1.1 General
Construct a Sup rpa e asphalt pavement (consisting of either Hot Mix Asphalt (HMA) or Warm
Mix Asphalt (WMA)) based on the type of Work specified in the Contract and the Asphalt Wort
Categories as defined below. Meet the applicable requirements for plants, Equipment, and
construction requirements as defined below. Use an asphalt mix, either HMA or WMA, Which
meets the requirements of this specification.
334-1.2 Asphalt Work Mix Categories
GP-7
Page 494 of 1201
Agenda Item #11. GENERAL PROVISIONS
Construction of asphalt pavement will fall into one of the following work categories:
334- .2.1 Asphalt Work Category 1
Includes the construction of shared use paths and miscellaneous asphalt.
334- .2.2 Asphalt Work Category 2
Includes the construction of new asphalt tum lames, paved shoulders and other non-mainline
pa e e t l eati s
334-1.2.3 Asphalt Work Category 3
Includes the construction of new main fine asphalt pavement lanes,milling and resurfacing.
334-1.3 Mix Types
Use the appropriate asphalt mix as shown in Table 3 3 4-1.
2
Table 334-1 Asphalt Mix Types
Asphalt Work Category Mix Types Traffic Level ESALs(Millions)
I Type SP-9.5 A <03
Structural Nixes: Types SP- . r S - 2.
Friction Mixes: lypes - . or C-1 .
3 Structural Mixes: Types S -9. r SP-12.
ri do Mixes: lypes -9. FC-1 .
A Type SP or FC mix one traffic level higher than the traffic level specified in the Contract may
e substituted, at no additional cost i.e. Traffic Level B may be substituted for Traffic Level A,
etc.). Traffic levels are as defined in Section 334 of the Florida Department of Transportation's
(FDOT's) Specifications.
334-1.4 Gradation Classification
The Superpave mixes are classified as fine and are defined in 334-3.2.2. The equivalent AAS T
nominal maximum aggregate size Superpave mixes are as follows:
Type S -9.5, FC-9.5 9.5mm
Type S -12.5, C-12.5 12.5 rm
334-1.5 Thickness
The total pavement thickness of the asphalt pavement will be based on a specified spread rate or
plan thickness as shown in the Contract Documents. Before paving, propose a spread rate or
thickness for each individual layer meeting the requirements of this specification, which when
combined with other layers as applicable) will equal the plan spread rate or thickness. When the
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Agenda Item #11. GENERAL PROVISIONS
total pavement thickness is specified as plan thickness, the pars thickness and individual layer
thickness will be converted to spread rate using the following equation:
Spread rate i s yd = t x Gm.x 43.3
Where: t= Thickness(in.) (Plan thickness or individual layer thickness)
GT== Maximum specific gravity from the mix design
For target purposes only, spread rate calculations shall be rounded to the nearest whole number.
334-1.5.1 LayerThicknesses
Unless otherwise called for in the Contract Documents,the allowable layer thicknesses for asphalt
mixtures are as follows:
Type SP- . , PC- . 3 4 to 1-1/2 inches
,Type SP- 2. , C-12. 1-1/2 to 2- inches
334-1. .2 Additional Requirements
The following requirements also apply to asphalt mixtures:
1. When con truetion includes the paving of adjacent shoulders(less than or equal to 5 feet wide),
the layer thickness for the upper pavement layer and shoulder shall be the same and paved i
single pass, unless otherwise called for in the Contract Documents.
ents.
2. For overbuild layers,use the minimum and maximum um layer thicknesses as above unless called
for differently in the Contract Documents. On variable thickness overbuild layers, the
minimum allowable thickness may be reduced by 1 2 inch, and the maximum allowable
thickness will he as specified below, unless called for differently in the Contract Documents.
Type SP- . to 2 inches
,Type SP-1 2. 2 to 3 inches
3. variable thickness overbuild layers may he tapered to zero thickness provided the Contract
Documents require a minimum of 1-1/2 inches of mix placed over the variable thickness
overbuild lager.
334-1.6 Weight of Mixture
The weight of the mixture shall be detennined as provided 'in 3 20-3.2 of the FDOT Specifications.
334,-2 Material
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334-2.1 S perpa a Asphalt Binder
Unless specified elsewhere 'in the Contract or M3 34-2.3.3,use a PG -22 asphalt binder from the
F T's Approved Products fist (AP .Ifthe Contract calls for an alterative asphalt binder,meet
the requirements of PIT Specifications Section 336 or 916, as appropriate.
334-2.2 Aggregate
Use aggregate capable of producing a quality pavement. For Type PC mixes, use an aggregate
blend that consists of crushed granite, crashed Oolitic limestone, other crushed Materials as
approved by FDOT for friction courses per Rule 4- 03.00 , Florida Administrative Code), or a
combination of the above. Crushed limestone from the Oolitic formation may be used if it contains
a minimum of 12% silica material as determined by FDOT Test Method FM 5-510 and PICOT
grants approval of the source prior to its use. As an exception, mixes that contain a mim*mum of
0%crushed granite may either contain:
1. Up to 4 %f"me aggregate from otter sources; or,
2. A.combination of up to 20%RAP and the remaining fine aggregate from other.
list of 4ggregates approved for use in friction courses may be available on the PIT's State
Materials Office r e site. The URL for obtaining this information, if available, is:
ftp: tp.dot.state,f,us fdof smo we site sources frictio c urse.pdf.
334-2.3 Reclaimed Asphalt Pavement(RAP) Material
334-2.3.1 General Requirements
RAP may be used as a component of the asphalt mixture, provided the RAP meets the following
requirements:
I. When using a PG 7 -22 (PMA), or PG 7 -22 AR asphalt binder, limit the amount of RAP
material used in the mix to a maximum of 20%by weight of total aggregate. As an exception,
amounts greater than 20%RAP by weight of total aggregate can be used if no more than 20%
y weight of total asphalt binder comes from the RAP material.
2. Provide stockpiled RAP material that is reasonably consistent in characteristics and contains
o aggregate particles which are soft or conglomerates of fines.
3. Provide RAP material having a minimum average asphalt binder content of 4.0%by weight of
RAP. As are exception, when using fractionated RAP, the minimum average asphalt birder
content for the coarse portion of the RAP shall be 2.5%by weight of the coarse portion of the
R.P. The coarse portion of the RAP shall be the portion of the RAP retained on the No. 4
sieve. The Engineer may sample the stockpile to verify that this requirement-is met.
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4. Use a grizzly or grid over the RAP cold bin, in-line roller crusher, screen, or other suitable
means to prevent oversized RAP material from showing up in the completed recycle mixture.
If oversized RAP material appears in the completed recycle mix, take the appropriate
017rective action immediately. If the appropriate corrective actions are not immediately taken,
stop plant operations.
33 -2.3.2 Material Characterization
Assume responsibility for establishing the asphalt binder content, gradation, and bulk specific
gravity G,b o the RAP material based on a representative sampling of the material.
33 -2.3.3 Asphalt Binder for Mixes with RAP
Select the appropriate asphalt birder grade based on Table 4-2. The Engineer reserves the right
to change the asphalt binder type and grade dr iing production based on characteristics of the RAP
asphalt binder.
Table 33 -2 Asphalt Binder Grade for Mixes Containing RAP
Percent RAP Asphalt Binder Grade
- 15 PG -22
16 -30 PG -22
PG 2-2
33 -3 Composition of Mixture
33 -3.1 General
Compose the asphalt mixture using a combination of aggregates, mineral filler, if required, and
asphalt binder material. Size, grade and combine the aggregate fractions to meet the grading and
physical properties of the mix design. Aggregates from various sources may be combined.
33 -3.2 Mix Design
33 -3.2.1 General
Design the asphalt mixture 1n accordance with A SHT R -12, except as noted herein. Submit
the proposed mix design with supporting test data indicating compliance with all mix design
criteria to the Engineer. Prior to the production of any asphalt mixture, obtain the Engineer's
conditional approval of the mix design. If required by the Engineer, send representative: samples
f all component Materials, including asphalt binder to a Laboratory designated by the Engineer
for verification. As an exception to these requirements, use a currently approved FT Mix
Design.
Warm mix technologies (additives, foaming techniques, etc.) listed on the I epailment"s v bsite
may he used in the production of the mix. The URL for obtaining this infol Lion, is:
hat : /ter\\w.fdot.goy/m a terials laboraao a haft inde .shim.
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Agenda Item #11. GENERAL PROVISIONS
The Engineer will consider any marked var*atios from original test data for a mix design or any
evidence of inadequate field performance of a mix design as sufficient evidence that the properties
of the mix design have changed, and at his discretion, the Engineer may no longer allow the use
of the mix design.
334-3.2.2 Mixture Gradation Requirements
Combine the aggregates in proportions that will produce an asphalt mixture meeting all of the
requirements defined in this specification and conform to the gradation requirements at design as
defined in AASHTO M 23- 2, Table 3. Aggregates from various sources may be combined.
3 4- .2.2.1 Mixture Gradation Classification
Plot the combined mixture gradation o . an FWA 0.45 Power Gradation Chart. Include the
Control Points from AAA T M323-123 Table-3, as well as the PriLmary Control Sieve FCS
Control Point from AASI T M323- 2,Table 4.Fine mixes are defined as having a gradation that
passes acre or through the primary control sieve control point.
334-3.2.3 Gyratory Compaction
Compact the design mixture in accordance with AAS T T3 2-1 , with the following
exceptions: use the number of gyrations at Nde,,ip as designed in Table 334-3.
Table 3 4-3 gyratory Compaction Requirements
Traffic Level Ndesl Number of Gyrations
A 50
C 75
4-3. .4 Design Criteria
Meet the requirements for nominal maximum aggregate size as defined in AA SHT M 2 -12, as
well as for relative density, vim, VFA,and dust-to-binder ratio as specified in AAA T 1 1323-
1 2 Table 6. Ninitiaj and Naximurn requirements are not applicable,
334-3.2.5 Moisture Susceptibility
Test 4 inch specimens in accordance with FT Test Method FM I-T 283. Provide a mixture
having a retained tensile strength ratio of at least 0.80 and a inim rn tensile strength
(unconditioned)of 100 pounds per square fined. If necessary,add a liquid anti-stripping agent from
the FIT's AFL or hydrated lime in order to meet these criteria.
In lieu of moisture susceptibility testing, add a liquid anti-stripping agent from the F T's APL.
Add 0. % liquid anti-stripping agent by weight of asphalt binder.
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334-3.2.6 Additional Information
In addition to the requirements ents listed above,provide the following information on each mix design:
1. The design traffic level and the design number of gyrations (Nde,ig.).
. The source and description of the Materials to be used.
. The F DOT source number and the F DOT product code of the aggregate components furnished
from an FDOT approved source if required).
. The gradation and proportions of the raw Materials as intended to he combined in the paving
mitre. The gradation of the component Materials shall be representative of the material at
the time ofuse. Compensate for any change in aggregate gradation caused by handling and
processing as necessary.
5. A single percentage of the combined mineral aggregate passing each specified. Degradation
of the aggregate due to processing (particularly material passing the No. 200 sieve) should be
accounted for and identified.
. The bulk specific gravity G value for each individual aggregate and RAC' component.
. A single percentage of asphalt binder by weight of total mix intended to be incorporated in the
completed mixture, shown to the nearest 0.1.%.
. A target temperature for the mixture at the plant(mixing temperature) and a target temperature
for the mixture at the Roadway (compaction ction temperature).. Do not exceed a target temperature
of3307 for PO 76-22 'N/IA and PG 76-22 B asphalt binders,and 3151F for unmodified
asphalt binders.
. Provide the physical properties achieved at four different asphalt binder contents. One shall be
at the optimum asphalt content, and must conform to all specified physical requirements.
0. The name of the mix designer.
11. The ignition oven calibration factor.
2. The warm mix technology, if used.
334-4 Process Control
Assume full responsibility for controlling all operations and processes such that the requirements
of these Specifications are mot at all times. Perform any tests necessary at the plant and Roadway
to control the process.
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Agenda Item #11. GENERAL PROVISIONS
334-5 General Construction Requirements
334-5.1 Weather Limitations
o not transport asphalt mix from the plant to the Roadway unless all weather conditions are
suitable for the pawing operations.
334-5.2 Limitations of Paving Operations
34-5.2.1 General
Spread the mixture only when the surface upon which it is to be placed has been previously
prepared, is intact, firm, dry, clean, and the tack, with acceptable spread rate, is properly broken.
Ensure all granular base Materials are properly primed and all asphalt base Materials are properly
tacked, prior to paving.
34-5.2.2 Air Temperature
Place the mixture only when the air temperature in the shade and away from the artificial heat
meets the requirements of Table - . The minimum ambient temperature requirement may be
reduced b °F when using a wann nix technology, if mutually agreed to by both the Engineer
and the Contractor.
'Fable 34-4 Ambient Air Temperature Requirements for Pavia
a er Thickness or Asphalt Birder Type a Ndesi n Nu mher of gyrations
inch 50
Any mixture > l inch containing a PG asphalt
Wider with a high temperature designation 45
°C
Any mixture > l inch containing a PG asphalt
Wider with a high temperature designation < 40
°C
34-5.3 Mix Temperature
Meat and combine the ingredients of the mix 'in such a manner as to produce a mixture with a
temperature at the plant and at the Roadway, within a range of plus or minus O F from the target
temperature as shown on the mix design. Reject all loads outside of this range. For warm mix
asphalt, the Contractor may produce the first five loads of the production day and at other tunes
when approved by the Engineer,at a hot mix asphalt temperature not to exceed 3 3 O'F for purposes
of beating the asphalt pager. For these situations, the upper tolerance of T does not apply.
3 4-5.4 Transportation of the Mixture
Transport the mix in trucks of tight construction, which prevents the lass of material and the
excessive loss of beat and previously cleaned of all foreign material. After cleaning, thinly coat
the inside surface of the truer bodies with soapy water or an asphalt release agent as needed to
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Agenda Item #11.
GENERAL PROVISIONS
prevent the mixture from adhering to the beds. Do not allow excess liquid to pored in the truck
Body. Do not use a release agent that will contaminate, degrade, or alter the characteristics of the
asphalt mix or is hazardous or detrimental to the environment. Petroleum derivatives (such as
diesel fuel),, solvents, and any product that dissolves asphalt are prohibited. Provide each truck
with a tarpaulin or other waterproof cover mounted in sucha manner that it can cover the entire
load when required. When in place, overlap the waterproof cover on all sides so it can be tied
down. Cover each load during cool and cloudy weather and at any time it appears rain is likely
during transit with a tarpaulin or waterproof cover. Cover and tie down all loads of friction course
mixtures.
334-5.5 Preparation of Surfaces Prior to Waving
334-5.5.1 Cleaning
Clean the surface of all loose and deleterious material by the use of power brooms or blowers,
supplemented by hand hroor iug where necessary.
33 -5.5.2 Patching and Leveling Courses
As shown in the Flans, bring the existing surface to proper grade and cross-section by the
application of patching or leveling courses.
33 -5.5.3 Application Over Surface Treatment
Where an asphalt mix is to he placed over a surface treatment, sweep and dispose of all loose
material from the paving area.
334-5.5.4 Tack Coat
Use a rate of application as defined in Table 3 34.5. Control the rate of application to he within plus
or minus 0.01 gallon per square yard of the target application rate. The target application rate may
be adjusted by the Engineer to meet specific field conditions. Determine the rate of application as
needed to control the operation. When using PG 52-2 , multiply the target rate of application by
0. .
Table 33 -5 'Tack Coat Application Rates
Asphalt Mixture Type... Under!ying Pavement Surface Target Tack Rate._(ga!�yo
ewly Constructed Asphalt Layers: 0.03 minimum
Base Course,, Structural Course,Milled Surface or Oxidized and 0.06
Dense Graded Friction Course Cracked Pavement
�oncrete Pavement 0.08
334-5.6 Placing Mixture
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334-5.6.1 Alignment of Edges
With the exception of pavements placed adjacent to curb and gutter or other true edges, place all
pavements by the strmngline method to own an accurate, uniform alignment of the pavement
edge. Control the unsupported pavement edge to ensure that it will not deviate more than plus or
minus 1.5 inches from the strinline.
334-5.6.2 Rain and Surface Conditions
Immediately cease transportation of asphalt mixtures from the plant when rain begins at the
Roadway.Do not place asphalt mixtures while rain is falling, or when there is water on the surface
to he covered. Once the ram has stopped and water has been removed from the tacked surface to
the satisfaction of the Engineer and the temperature of the mixture caught in transit still meets the
requirements as specified in 4- . , the Contractor may then place the mixture caught in transit.
34-5.6.3 Checking Depth of Layer
Check the depth of each layer at frequent intervals to ensure a uniform spread gate that will meet
the requirements of the Contract.
334-5. .4 Hand Work
In linnited areas where the use of the spreader is impossible or impracticable, spread and finish the
mixture by hand.
34-5.6.5 Spreading and Finishing
Upon arrival, dump the mixture in the approved paver, and immediately spread and strike-off the
mixture to the full width required, and to such loose depth for each course that, when the Work is
completed, the required weight of mixture per square yard, or the specified thickness, is secured.
Carry a ur*form amount of mixture ahead of the screed at all times.
334-5.6.6 Thickness Control
Ensure the spread rate is wig 10% of the target spread rate, as indicated in the Contract. When
calculating the spread rate, use, at a minimum,, an average of five truckloads of mix. When the
average spread rate is beyond plus or m us 10% of the target spread rate, monitor the thickness
of the pavement layer closely and adjust the construction operations.
If the Contractor fails to maintain an average spread rate within plus or minus 10% of the target
spread rate for two consecutive days, the Engineer may elect to stop the construction operation at
any time until the issue is resolved.
When the average spread rate for the total structural or friction course pavement thickness exceeds
the target spread rate by plus or minus 50 pounds per square yard for layers greater than or equal
to 2.5 inches or exceeds the target spread rate by plus or minus 25 pounds per square yard for
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Agenda Item #11. GENERAL PROVISIONS
layers less than 2.5 inches, address the unacceptable pavement in accordance with 4-5.10. ,
unless an alternative approach is agreed upon by the Engineer.
334-5.7 Leveling Courses
334-5.7.1 latching Depressions
Before spreading any leveling course, fill all depressions in the existing surface as shown in the
Plans.
334-5.7.2 Spreading Leveling Courses
Place all courses of leveling with an asphalt paver or by the use of two motor graders, one being
equipped with a spreader box. Other types of leveling devices may be used upon approval by the
Engineer.
3 4-5.7.3 Rate of Application
When using Type SP-9.5 for leveling, do not allow the average spread of a layer to be less than 50
pounds per square yard or more than 75 pounds per square yard. The quantity of nix for leveling
shown in the Plans represents the average for the entire project; however,the Contractor may vary
the rate of application throughout the project as directed by the Engineer. When leveling in
connection with base widening,the Engineer may require placing all the leveling nix prior to the
widening operation.
334-5.8 Compaction
For each paving or leveling train in operation,fish a separate set of rollers, with their operators.
When density testing for acceptance is required, select Equipment, sequence, and coverage o
rolling to met the specified density requirement. Regardless of the rolling procedure used,
complete the final rolling before the surface temperature of the pavement drops to the extent that
effective compaction may not be achieved or the rollers begin to damage the pavement.
When density testing for acceptance is not required, use a rolling pattern approved by the Engineer.
Use hand tamps or other satisfactory means to compact areas which are inaccessible to a roller,
such as areas adjacent to curls,headers, gutters, bridges, manholes, etc.
334-5.9 Joints
3 4-5.9.1. Transverse Joints
Construct smooth transverse,points, which are within 3/16 inch of a true longitudinal profile when
measured with a l -foot manual straightedge meeting the requirements of FDOT Vest Method FM
5-5 9. These rec uirements are waived for transverse joints at the beginning and end of the project
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Agenda Item #11. GENERAL PROVISIONS
and at the beginning and end of Bridge structures, if the deficiencies are caused by factors beyond
the control of the Contractor such as no milling requirement,as determined by the Engineer. When
smoothness requirements are waived, construct a reasonably smooth transitional joint.
334-5.9.2 Longitudinal Joints
For all layers of pavement except the leveling course, place each layer so that longitudinal
construction Joints are offset 6 to 12 inches laterally between successive layers. Do not construct
longitudinal joints in the wheel paths. The Engineer may waive these requirements where
offsetting is not feasible due to the sequence of construction.
33 - .10 Surface Requirements
Construct a smooth pavement with good surface texture and the proper cross slope.
33 - .10.1 Texture of the Finished Surface of Paving Layers•, Produce a finished surface of
uniform texture and compaction With no pulled, torn, raveled, crushed or loosened portions and
free of segregation,bleeding, flushing, sand strews, sand spots, or ripples. Correct any area of the
surface that does not meet the foregoing requirements accordance VAt 3 - .1 . .
n areas not defined to be a density testing exception per 33 - . . , obtain for the Engineer, three
inch diameter Roadway cores at locations visually identified by the Engfer to be segregated.
The Engineer will determine the density of each core in accordance with PLOT Test Method FM
1-T 166 and calculate the percent G.of the segregated area using the average G b f the Roadway
cores and the representative PC G. for the questionable material. If the average percent Gt= is
less than 9 .0, address the segregated area in accordance with 3 3 - .1 .4.
334-5.10.2 Cross Slope
Construct a pavement surface with cross slopes in compliance with the requirements of the
Contract Documents.
334-5.10.3 Pavement Smoothness
Construct a smooth pavement meeting the requirements of this Specification. Furnish a 5-foot
manual and a -foot rolling straightedge meeting the requirements of FOOT Vest Method FM 5-
5 9.
334-5,10,3.1 Straightedge Testing
33 - .10.3. . Acceptance Testing
Perform straightedge testing in the outside wheel path of each lane for the final (top) layer of the
pavement. Test all pavement lanes where the width is constant using a rolling straightedge and
document all deficiencies on a form approved by the Engineer. Notify the Engineer of the location
and time of all straightedge testing a minimum of 48 hours before begffining testing.
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3 -5.1 ,11.2 Final Top Pavement Layer
At the completion of all paving operations, straightedge the final (top)layer either behind the final
roller of the paving train or as a separate operation. Address all deficiencies in excess of 31 6 inch
in accordance with 334-5.10.4,unless waived by the Engineer. Retest all corrected areas.
334-5.10.3.1,3 Straightedge Exceptions
Straightedge testing will not be required in the following areas: shoulders, intersections, tapers,
crossovers, sidewalks, shared use paths, parking lots and similar areas, or in the following areas
when they are less than 250 feet in length: turn lanes, acceleration deceleration lanes and side
Streets. The limits of the intersection will be from stop of to stop bar for both the mainline and
side Streets. In the event the Engineer identifies a surface irregularity in the above areas that is
determined to be objectionable, straightedge and address all deficiencies in excess of inch in
accordance with 33 -5.10. .
334-5.10.4 Correcting Unacceptable Pavement
Correct deficiencies in the pavement layer by removing and replacing the fall depth of the layer,
extending a minimum of 50 feet on both sides (where possible) of the defective area for the fall
width of the paving lane, at no additional cost.
334-6 Acceptance of the Mixture
33 - .1 General
The asphalt mixture will be accepted based on the Asphalt Work Category as defined below:
1. Asphalt Work Category 1 —Certification by the Contractor as defined in 334- .2.
2. Asphalt Work Category 2 --- Certification and process control testing by the Contractor as
defined in 33 - .3.
3. Asphalt Work Category 3 — process control testing by the Contractor and acceptance testing
by the Engineer as defined in 3 - .{4.
334-6.2 Certification by the Contractor
n Asphalt Work Category 1 construction, the Engineer will accept the mix on the basis of visual
inspection. Submit a Notarized Certification of Specification Compliance letter on company
letterhead to the Engineer stating that all material produced and placed on the project meets the
requirements of the Specifications. The Engineer may run independent tests to determine the
acceptability of the material.
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Agenda Item #11. GENERAL PROVISIONS
33 - .3 Certification and Process Control Testing by the Contractor
On Asphalt Work Category 2 construction, submit a Notarized Certification of Specification
Compliance letter on company letterhead to the Engineer stating that all material produced and
placed on the project meets the requirements of the Specifications,along with supporting test data
documenting all process control testing as described in 3 3 - .3. . If r iuk d by the Contract,
utilize an Independent Laboratory as approved by the Engineer for the process control testing. The
mix will also require visual acceptance by the Engineer. In addition, the Engineer may run
independent tests to determine the acceptability of the material. Material failing to meet these
acceptance criteria will be addressed as directed by the Engineer such as but not lirm'ted t
acceptance at reduced pay,delineation testing to determine the limits of the questionable material,
removal and replacement at no cost to the agency, or performing an Engineering analysis to
determine the fmai disposition of the material.
334-6.3.1 Process Control Sampling and 'Testing Requirements
'erforrn process control testing at a frequency of once per day. Obtain the samples in accordance
with FDOT Method FM 1-T 168. Test the mixture at the plant for gradation (P-8 and - o and
asphalt alt binder content(Pb)., Measure the Roadway density with 6 inch diameter Roadway cores a
a minimum frequency of once per 1,500 feet of pavement with a minimum of three cores per day.
Determine the asphalt hinder content of the mixture in accordance with FDOT Method FM 5-5 .
Determine the gradation of the recovered aggregate in accordance with FDOT Method TM 1-T
030. Detennffie the Roadway density in accordance with TROT Method FM 1-T 166. The
minimum Roadway density will he based on the percent of the maximum specific gravity Gm=
from the approved mix design. If the Contractor or Engineer suspects that the mix design G.. is
no longer representative of the asphalt mixture being produced, then a new G. value will he
determined from plant-produced mix, in accordance with FDOT Method FM I-T 209, with the
approval of the Engineer. Roadway density testing will not be required in certain situations as
dese ed in 334-6. .1, Assure that the asphalt hinder content, gradation and density test results
meet the criteria in Table 33 - .
Fable 334-4 Process Control and Acceptance values
Characteristic Tolerance
Asphalt Binder Content ercent Tar et± 0.5
Passing No. 8 Sieve ercent Target± 6.00
Passing No. 200 Sieve(percent) Tar et±2.00
Roadway Density dais averse Minimum 0.0%of G .
334-6.4 Process Control Testing by the Contractor and Acceptance Testing by the Engineer
n Asphalt Work Category 3, perform process control testing as described in 3 3 - .3.1. In
addition, the Engineer will accept the mixture at the plant with respect to gradation(P-8 and P-2oo)asphalt hinder content (Pb). The mixture will he accepted on the Roadway with respect t
density. The Engineer will sample and test the material as described in 33 - . .1. The Engineer
will randomly obtain at least one set of samples per day.Assure that the asphalt content, gradation
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GENERAL PROVISIONS
and density test results meet the criteria in Table - . Material failing to meet these acceptance
criteria will be addressed as directed by the Engineer such as but not limited to acceptance at
reduced pay, delineation testing to determine the limits of the questionable material, removal and
replacement at no cost to the agency, or performing an Engineering analysis to determine the final
disposition of the material.
3 - . .1 Acceptance Testing Exceptions
When the total quantity of any mix type in the project is less than 500 tons, the Engineer will
accept the mix on the basis of visual inspection. The Engineer may run independent tests to
determine the acceptability of the material.
Density testing for acceptance will not be perfortned on widening strips or shoulders with a width
f 5 feet or less, variable thickness overbuild courses, leveling courses, any asphalt layer placed
n Subgrade (regardless of type), miscellaneous asphalt pavement, shared use paths, crossovers,
or any course with a specified thickness less than I inch or a specified spread rate less than
100 pounds per square yard. Density testing for acceptance will not be performed on asphalt
courses placed on Bridge decks or approach slabs; compact these courses in static mode only. I
addition, density testing for acceptance will not be performed on the following areas when they
are less than L000 feet continuous in length: turning lanes, acceleration lanes, deceleration lanes,
shoulders, parallel parking lanes, or ramps. Density testing for acceptance will not be perforned
in intersections. The limits of the intersection will be from stop bar to stop bar for both the mainline
and side Streets. Compact these courses in accordance with a standard rolling procedure approved
by the Engineer. In the event that the roiling procedure deviates from the approved procedure,
placement of the mix will be stopped.
334-7 Method of Measurement
For the Work specified under this Section, the quantity to be paid for will be the weight of the
mixture, in tons.
The Bid price for the asphalt mix will include the cost of the liquid asphalt and the tack coat
application as specified in - .5. . There will be no separate payment or unit price adjustment
for the asphalt binder material in the asphalt mix.
334-8 Basis of Payment
3 - .1. General
Price and payment will be full compensation for all the Work specified under this Section.
END OF SECTION
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Agenda Item #11.
GENERAL PROVISIONS
SECTION 570
PERFORMANCE TURF
575-3 CONSTRLICTION METHODS—DELETE AND StIBSTITUTE THE F LLOWI N :
575-3 Construction Methods
d
Test the area requiring sod per Section 162-5 and forward results to the Engineer. Apply finish
soil layer material in accordance with Section 162 if determined by the Engineer. Fertilize at the
rate as shown in Section 982. If soil layer is not determined to be used on areas to receive sod,
scarify or loosen the areas to a depth of 6 inches. On areas where the soil is sufficiently loose.
particularly on shoulders and fill slopes,the Engineer may authorize the elimination of the ground
preparation. Limit preparation to those areas that can he sodded within 72 hours after preparation.
Prior to sodding, thoroughly water areas and allow water to percolate into the soil. Allow surface
moisture to dry before sodding to prevent a muddy soil condition.
END of SECTION
SECTION 580
LANDSCAPE INSTALLATION
INSERT SECTION 580 LANDSCAPE INSTALLATION, AS FOLLOWS:
-1. 0 General
- 1. 1 Scope ofWork:
Provide all labor!,materials, equipment and incidentals required to prepare site to final grade,install
landscape trees, plants, sod, and irrigation systems in accordance with the plans and as specified.
These specifications are inclusive of a required guarantee, replacements, clean-up, maintenance
services, and maintenance of traffic, all of which shall he included in the unit hid price for each
tree.
580- 1.02 Related Work Specified Elsewhere:
Section 5 5- Site Maintenance: these provisions shall apply to all Work in SECTION 5 o-
LAN SCAPE INSTALLATION as appropriate.
I. 3 General Requirements:
A. Defer to the Florida Dept. of Transportation Standard Specifications for Road and
Bridge Construction, .duly 2021, as the general operating specification document,
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Page 509 of 1201
Agenda Item #11. GENERAL PROVISIONS
however Section 580 Landscaping is deleted and replaced with these specifications
for LANDSCAPE INSTALLATION (SECTION LI and the SITE
MAINTENANCE (SECTION SM . Maintenance of traffic requirements are
described in the Contract Documents.
B. Comply with all applicable federal, state, county and local codes, ordinances and
regulations governing this Wort .
C. The work shall he coordinated with other trades to prevent conflicts.
D. All planting shall be performed by personnel familiar with planting and
maintenance of traffic procedures and under the supervision of a qualified
landscape foreman, who shall be on-site at all times during the Work.
E. Finish Grade: The Contractor shall verify with the Department that final grade has
been achieved and shall perform fine grading if so directed by the Department.t. The
Contractor is responsible for any trees or palms that are planted prior to achieving
final grade.
F. Prior to commencing Work, the Contractor shall visit the site and ascertain all site
conditions, including utilities, structures, slopes, access and available work space
to preclude any misunderstandings and to ensure a trouble-free installation. It shall
be the Contractor's responsibility to avoid conflicts with existing underground and
overhead utilities and structures. The Contractor shall examine available utility
plans and notify the Department of any conflicts and needed adjustments. The
Contractor shall notify all utilities servicing the work area at least -hours prior to
any excavation so that underground utilities may be located. The Contractor has
the responsibility to contact Sunshine State One-Fall of Florida, Inc. at 1- 00-
2-"7 0 to schedule narking locations of the utilities which subscribe to their
service, The Contractor shall also call (561) 641-3429 for Palm Beach County
Water Utility Locations and call l 2 3-3 0o for Palm Beach County Traffic
Control Utility Locations. In general, the location of trees will be adjusted rather
than adjusting the location of utilities or structures. Refer to ITEM 0- 3.02 for
related requirements.
G. Prior to the preparation of planting (roles,the Contractor shall ascertain the on-site
location of, and take necessary precautions to avoid damage to, all above-ground
and underground utilities, underdrain trenches, electrical cables, conduits, utility
lines, oil tanl , supply lines, pavement, curbing, traffic control devices,pedestrian
signals, building structures, or waterproofing. The Contractor shall properly
G - 2
Page 510 of 1201
Agenda Item #11. GENERAL PROVISIONS
maintain and protect all such i pro ements. The Contractor shall be responsible
for the cost to repair all damages to such improvements caused by his operations.
H. The use of mechanical equipment within five 5' feet of any bildmng or structure
to rove plants or materials shall be approved by the Department prior to 'its use.
580- 1e04 Applicable Documents:
A. plant nomenclature shall conform to the names given in "The New Royal Horticultural
Sockly Dictionary of Gar g'',which is the source cited by the event.duly, 2022 edition
of Florida Grades and Standards for NurseKy Plants by the Florida Dept. of Agriculture and
Consumer Services, Division of ' ant Industry (henceforth called Florida Grades and
Standards).
I, Names of varieties not 'Included therein shall conform generally with names accepted
in the nursery trade.
. Substitutions will be petted only upon submission of proof that any specified plant
is not obtainable or suitable for the location as specified on the plan and upon written
authorization of the Department.
B. The Contractor is obligated to be familiar with and understand the following documents in
order to comply with the requirements therein to properly perform the Wok contemplated
in this Contract:
. All plans and documents within the bid package set.
. The Florida Grades and Standards (Tiny, 2022 5th edition).
3. The Florida Department of Transportation Standard Specifications for load and Bridiz
Construction, as general operating specification document, excluding Section 580,
Landscaping).
. The Florida DEpartment of Trans ortation, Roadwgy., and Traffic Design Standards,
(current edition),
. The Palm Beach Cogpty StreetscW Standards Manual, (current edition),
. The Manual of Uniform Traffic Control Devices for Streets and HighnLays, by the
Federal Highway Administration,(current edition).
GP-93
Page 511 of 1201
Agenda Item #11. GENERAL PROVISIONS
. The State of Florida Manual on Traffic Control and Safe Practices, (current edition).
. The Manual of Uniform -Minimum Standards for Des Construction., and
Maintenance of streets and High. va , by FDOT (current edition).
. I CHRP Report 672, Roundabouts. An Informational Guide, (`FRB, 2 10
580- 1,05 Quality Control:
A. Substitution of materials and products specified herein, including those meeting"or accepted
4.
equal's clauses, shall not be permitted without written authorization from the Department.
B. plants shall have a habit of growth that is normal for the species and shall be sound,healthy,
vigorous and free from insect pests, fungi plant diseases and injuries. No sod with obvious
chinch bug or mole cricket damage will be accepted. Any sod roots that appear to be diseased
or the detected presence of grubs or other insects within the soil base will result in the sod
being rejected.
C. Trees (other than palms) shall be heavily branched and shall have a dominant leader and no
crossing branches.
D. All single-tnmked palms shall have straight vertical trunks, not re-curved trunks, unless
otherwise specifically directed in writing by the Department.
E. Turf grasses to be used are St. Augustine "Fl rata m" and/or Bahia "Argentine". The sod
must be obtained from a sod farm that has been inspected and certified by the FloridaDept.
of Agricultural and Consumer Services, Division of Plant Industry, as free of burrowing
nematodes. The sod must exhibit a dark green color and be free ofweeds and foreign matter.
t must have a leaf blade density of at least 0%and be free of any diseased or insect-damaged
leaf tissue. The soil base of the sod must be a minimum of " thick and a maximum of "
thick and contain a healthy root system as indicated by turgid feeder roots that are white in
color.
F. Plant material shall be Florida Grade No. l or better as outlined under the current edition of
Florida Grades and Standards.
All plants not listed in Florida Grades and Standards, shall conform to a Florida Grade
No. I as to: health and vitality; 2 condition of foliage; root system; freedom
GP-94 512 of 1201
Agenda Item #11. GENERAL PROVISIONS
from pest or mechanical damage; heavily branched and densely foliated according
to the accepted normal shape of the species
. Undersizing plant materials or substituting one species or eltivar for another are
contract violations, but have no bearing on plant grading. Undersizing or substituting
species or c ltivars may be permitted only if authorized by the Department in writing.
3. verification of specified grades are to be determined at the time of delivery (even for
trees inspected, accepted, and tagged by the Contractor with the Department at
respective nurseries). Grades determined at the time of delivery inspection or during
the course of conducting a regrading inspection shall be based on the growth
characteristics and condition of the plant at the time of grading. The grade shall not be
based on any future or predicted growth potential of the plant. Each tree shall be
i maintained by the Contractor to Florida Grade No. I standards until the date of written
Final Acceptance by the Department for that tree. The Department is the final authority
to deterniue if a tree does or does not meet Florida Grade No. I standards, including
health and vigor of the tree.
. If at any time during plant installations,the Department believes that any trees are not
of the specified grade, the Department may, at their discretion, request a regrading
inspection by the Division of Plant Industry. Upon the findings provided thereby, the
Department may seek further remedy by requesting replacement of plant materials or
other corrective actions, including,but not limited to, legal redress.
G. The Department shall have the right,at any stage of the operations,to reject any and all Work
and materials, which m the Department's opinion, do not meet the requirements of these
peeications or aesthetically do not comply with design intent. Trees that are scarred or
damaged during delivery or off-loading will be rejected.
H. Plant materials, as proposed by the Contractor, are required to be inspected, accepted and
tagged at the respective nurseries by the Contractor with the Department prior to any delivery
to the project site, unless waived by the Department in writing. If such waiver is granted,
theDepartment will inspect and approve representative plant material samples at the project
site or at the respective nurseries prior to deliverer to the project site. waivers will only apply
to the specific projects (Work Orders) and species designated by the Department.
Certificates of Nursery origin may be required for plant materials not tagged by the
Contractor with the Department.
0- 1. 6 Certificate of Inspection;
GP-95
Page 513 of 1201
Agenda Item #11. GENERAL PROVISIONS
A. All shipments of plant material shall originate from state registered nurseries which have
undergone regular inspections by the authorized State Agencies prior to delivery to the
project site.
B. State inspection certificates certifying respective plant nurseries of origin shall accompany
the bill of lading or invoices. Any certificates of inspection required by the state for specific
species also will be provided additionally. Any required transportation documents are to be
submitted with invoices as back-up.
C. Contractor shall furnish the Department with copies of manufacturer's literature, labels,
samples, certifications, Material Safety Data Sheets, and laboratory analytical data for
fertilizers, mulch. planting soil b cl fill nix, chemicals, staking/guying materials and other
products as appropriate, prior to use or application on any project.
I . Monitor turf areas and remove all competing vegetation, pest plants, and noxious weeds as
listed by the Florida Exotic Pest Plant Council, Category I "Dist of Invasive Species",
Current Edition, httl2://www.fleppc.oEg). Remove such vegetation regularly by manual,
mechanical or chemical control means, as necessary. When selecting herbicides, pay
particular attention to ensure use of chemicals that will not ham desired turf or wildflower
species.
- 1.0 7 Measurements.
A. The minimum acceptable size of all plants measured after pruning, with branches in nonnal
positions, shall conform to the measurements as shown on landscape plans and con ornn t
the Florida Grades and Standards. Deviations from these measurements must be approved
in writing by the Department.
B. The caliper(diameter) of tree trunk is measured six " inches above ground level for trees
with calipers up to and including four " inches in caliper, and twelve 12" inches above
the ground for larger trees.
C. The caliper diameter) of palm tree trunks is to be taken at the widest portion of trunk
measured between I' and ' above the soil lure.
580- 1.08 Shipment and Delivery:
A. Contractor shall notify the Department, a minimum of 4 -hours in advance (excluding
weekends and holidays), of all plant material deliveries. Contractor shall be responsible for
delivery{ storage, and security of all materials specified.
GP-96 514 of 1201
Agenda Item #11. GENERAL PROVISIONS
B. Plant materials shall be protected from sun-scalding and weather and adequately packed t0
prevent breakage and drying ding transit and storage,
C. The Department will exercise its option to inspect, select and assist the Contractor with the
tagging of plant materials at the nursery proposed by the Contractor unless waived as
ITEM - 1.05 H.
I . Tamper-resistant identification tags supplied by the Contractor and placed on all trees and
palms selected for installation, shall show no evidence of tampering upon inspection for
Initial Acceptance of installation). These tags shall be removed following the Department's
Initial Acceptance installation).
E. Plants which do not meet specifications for quality or size herein stated, or plants that show
improper handling, or arrive on-site in are unsatisfactory condition as described in Florida
Grades and Standards), will be rejected. Rejected plants shall immediately be removed,
disposed of, and replaced with accepted nursery stock of like variety, size, and age. These
plants shall be replaced without additional cost to the Department.
F. Initial acceptance of plant material for initial payment will be given only after material is
planted and after meeting requirements prescribed herein.
G. Plant materials may be reserved in advance by the Department from nursery sources provided
by the Contractor for predetermined amounts of time prior to shipment and delivery. The
reserve period will be designated by the Department and will begin upon the 'Issue date of
the Work Order. Designated time periods will be 1- 0 days, I-I 0 days, and 1-270 days.
The Department will compensate the Contractor a percent of the unit price for each unit of
plant material reserved in advance of shipment and delivery. This percentage amount is as
follows:
Reserve Period Percent of Lit Price Paid
for Reservation of Plant Material
I - 90 Days I %
I - 180 Days 2 %
1 - 270 Days %
All advance payments shall be applied to the balance owed to the Contractor by the
Department upon the completion of any applicable warranty periods. All post- installation
guarantees, as specified in ITEM - I.I I, shall apply to all plants held in reserve by the
Contractor with no permed of reserve time serving as a replacement for any warranty periods
G - 7
Page 515 of 1201
Agenda Item #11. GENERAL PROVISIONS
specified within the Contract. The Contractor shall select and maintain all plant materials
reserved by the Department in a manner er and condition designated in ITEM 580- 1.05.
Reserved plant materials shall conform to the type and quality specification listed in ITEM
5 - 2.02. The Department may, at its discretion, reserve plant materials that are less than
the caliper, height, spread, clear try or r c tball size, as designated in the Bid Item
description for each unit listed. However, all plant materials must meet the stated
specifications prior to shipment and delivery by the Contractor,unless given a written waiver
by the Department.ent. The Contractor shall not accept reserve payment for any plant materials
that it knowingly carnet provide at the end of the designated reserve period. The Contractor
shall notify designated Department representatives within 24 hours if plant materials
reserved for any designated period become unavailable. The Contractor shall make available
to the Department like species of acceptable specifications if any reserved plant materials are
sold to ether parties or otherwise rendered substandard during the designated reserve period.
In the event that like species of similar quality are not made available by the end of the
designated reserve period,the Contractor shall issue a credit or refund any reserve payments
for that quantity of plant materials, at the discretion of the Department. The Department
shall forfeit any reserve payments made to the Contractor if the Department elects to delay
the scheduled shipment and delivery beyond the reserve period contracted for. The
Contractor shall grant the Department a reserve time extension,based on additional payment
issued within tern 1 clays of the end of the contracted reserve period, unless the Contractor
can show that any reserved plant materials would exceed the specifications as listed in the
Bid Item description for each unit ofplant material during the extension oft e reserve period.
580- 1,09 Tree Transplanting and Root Pruning:
A. The Contractor shall provide tree transplanting services as requested by the Department.This
service is to be performed by the Contractor within a 30 day period of receipt of a Work
Order. Trees transplanted within 90 days oforiginal installation by the Contractor shall carry
the balance of the warranty as specified ire ITEM 5 5- 1.11. No warranties shall apply to
trees installed more than 90 days prior to transplantation or trees installed by other parties.
B. Transplanted tree shall be watered for the balance of the warranty period or for a period of
0 days for iron- arrantid trees. Watering procedures must adhere to the specifications
designated in ITEM 5 0- 2.06 and SECTION 5 5- SITE MAINTENANCE.
C. palm tree transplanting procedures include digging, loading, transporting, re-planting with
approved b ckfill material and resta in . The original planting hole must be backfilled and
sodded.
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Page 516 of 1201
Agenda Item #11. GENERAL PROVISIONS
D. Hardwood tree transplanting procedures include root pruning of established trees, digging,
loading,transporting,replanting with approved back fill material and restaking. The original
planting hole must be back filled and sodded.
E. Use machinery that is designed to root prune tree/palm roots with a clean cut. Do not use
machinery that will not tear or shred the root_system. Cot the root system in quarter
sections to allow for new feeder roots to develop. If hand root pruning, use sharp cutting
instruments to provide clean cuts no Tearing or Shredding) to the existing root system.
Allow a minimum of 1 -24" of space to cleanly cut the roots and fill the root pruned area
with proper backf ll as specified in Ll-Part Trio-Products LI- Section 2.01- Subsection A—
(Planting Soil Baer ll Mix). Reuse native clean fill mixed with topsoil to promote new
root development.
F. Large hardwood trees exceeding " Cal. Shall be transported/moved by the following
method.
To protect the integrity and health of the hardwood to be transplanted, a Certified A.rborist
or Landscape Architect must be consulted "Prier to Relocation" through the Department
designated representative to detennine the best methodology to relocate the designated
transplant material. 1. . "A large Live Pak could be relocated by drilling the trunk With a
minimum of 1-1 2" wood drilling core bit to eliminate damage to main cambium later,
inserting a 1" solid steel rod through the trunk to attack strapping material to and lifting the
tree nth no stress on the cambium layer.'or a 90"Tree Spade, or gate method. These are
examples of recommended relocation methods but not inclusive of all methods to
relocate material.This is written as a guideline onl .
5 0-2.00 Products
5 0-2.ot Planting Soil ac fd* l Mix:
A. All planting areas shall be backfilled with a mixture of Prepared plant soil nix as shown
below to be accepted by the Department prior to use on each project site. Terrasorb AG
(super-absorbent water retainer as manufactured by Industrial Services International, Inc.),
or similar product accepted in writing by the Department, shall be added to all non-irrigated
planting soil backfill mixes at the rate specified by the manufacturer.
B. This Work shall consist of removing surface debris and then excavating a planting hole and
blending compost with the excavated soil to improve soil quality and plant growth. The
Planting Soil 1ackfill Mix shall be created on the project site by uniformly mixing compost
with the excavated soil of the planting hole at a 1:3 ratio 25 compost; 7 5%excavated soil).
GP-99
Page 517 of 1201
Agenda Item #11. GENERAL PROVISIONS
Back fill and firm the soil blend around the root all within the planting hale, as described
under Part III—Execution. its specification applies to all types of containerized and balled
and burlapped plant material.
C. Compost shall be a stabilized mixture derived from organic wastes such as food and
agricultural residues, animal manure, mixed solid waste and biosolids (treated sewage
sludge) that meet all State Envirorumental Agency requirements. The product shall be well
composted (mature compost, not green compost), free of viable weed seeds and nematodes
and contain material of a generally humus nature capable of sustaining growth of vegetation,
with no materials toxic to plant growth.
Compost shall have the following properties;
Parameters Range
pH .5 — .0
Moisture content % - %
C:N ratio 15 —30:1
Organic matter > 50%
Particle size < 1 inch
Soluble salts < 4.0mm os dS
Bulk density < 1000 lbseyd
Foreign matter < l%by weight
D. This specification covers the properties of AllGroTm as distributed by: AllGrOT , 4 Liberty
Bane West, Hampton, NH 03842, telephone 00) 662-2440. The Contractor shall utilize
AllGrOTM CoMpoSt, or Department- equal, as directed above.
0- 2. 2 Plant Material:
A. The words "Plant Materials" or "Plants"' or "Frees" refer to and include trees and Palms.
"Plant Materials" shall also refer to accent plants, ground covers and woody ornamentals.
When the words "palms" or "palm trees" are utilized, no reference to other tree types is
intended. When the words "trees(excluding palms)"are utilized,no other reference to palm
trees is intended.
B. Flat species shall conform to those species and e ltivars indicated on the plans and in the
specifications.
C. Plants shall be sound, healthy, vigorous, free from plant diseases, insect pests or their eggs
and shall have healthy normal growth and root systems. Tree trunks shall have the specified
GP-100
Page 518 of 1201
Agenda Item #11. GENERAL PROVISIONS
caliper, straight with no fresh cuts, fissures, scrapes, or scars, and shall have the specified
clear trunk height, overall height, spread, and rootball size, as applicable. Container grown
plant materials shall be "Florida Fancy" as described in Florida Grades and Standards ,
Shrubs, Groundcovers and vines.
D. The species and varieties famished by the Contractor shall include those listed below and/or
substitutions mutually agreed upon by the Contractor and the Department. The basis to be
used for comparison of plants to be substituted in the respective categories shall be plant
descriptions and wholesale prices as described in Betrock Information Systems' PlantFinder.
E. Frees are refired to be one of the following:
1. Container Grown:
a. Plastic containers: Trees grown in plastic or other rigid containers shall be well
established and in the container for at least 60 days, and not root-bound. Minimum
container size guidelines will follow those established by Florida Grades and
Standards.
b. Fabric containers: Minimum rootball size will follow the guidelines established
Florida. Grades and Standards, Frees grown in fabric bags should be properly root-
pnmed and hardened-off in the nursery following harvesting for - o days.
C. All slash pines and wax myrtles are required to be contair er-gro n for entire lives
before planting on project sites.
2. Field Grown: Shall have the appropriate root ball size based on the tree's trunk diameter
(caliper) and/or height as established by the Florida Grades and Standards. Football
depth on balled and burlapped & stock (excluding palms) shall be at least 23 of
the rootball diameter shown. Field grown trees should be properly root-pruned and
hardened-off in the nursery for a period of 5- 0 days, and will be inspected by the
Department for new Groot growth.
a. Field grown balled and burlapped & trees are usually specified on the unit bid
price plant list, however upon Department approval,well established non-root bound
container plants may be substituted for B&B material, when all other requirements,
spe i ations, and unit bid prices of & trees are adhered to.
b. Natural fabric burlap is to be utilized. Synthetic woven plastic fabrics are prohibited.
Wire Baskets can be used when Department provides written approval. The top 1/3 d
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Page 519 of 1201
Agenda Item #11. GENERAL PROVISIONS
the wire basket must be removed when planting occurs to enhance new root
stimulation.
F. Collected plants shall not be used unless specifically called for in the specifications or
accepted in writing by the Department. The type, size, and availability of specific species
ill be the basis of selection of any collected plants.
G. All plants for this project are to be secured from state registered nurseries within the south
and central Florida areas (as defined by Betrock Information Systems' Plant der
geographic regions)unless authorized in writing by the Department.
H. Accent plants,ground covers and woody ornamentals are required to be one oft e following:
ACCENT PLANTS l gal, containers)
Including these species, or comparable:
Common Dame Botanical Dame
Super Blue Liriope bri pe muscari
Lantana(various Colors) Lantana camara
M hly Grass Muhlenbergia capillarls
'akahatchee Grass Tripsacum dactyloides
Asiatic Jasm e Trachelospermum as aticurn
Juniper Par onix . urrr erus chine sis
ACCENT PLANTS 3 gal,, 7gal. and 10gal. containers)
Including these species, or comparable:
Common Name Botanical Name
Bird-of-Paradise Strelitzia reginae
Bougainvillea Hybrid (includes dwarf varieties) Bougainvillea s .
Coontie Zami pumi a
Cardboard Palm Zamia r raritir a
Saw Palmetto Seea r~eer
Grimm lily Grimm Americana
Giant False Agave Furcraeafoetida.
Dwarf Yaupon Holly Sehilligs Dwarf) flex vomitoria
GP-102 520 of 1201
Agenda Item #11. GENERAL PROVISIONS
Dwarf Fakahatchee Grass Tripsacum flo r idanum
Fakahatchee Grass Tripsacum dactyloides
Fring es Podocc rpus sp.
Wax Jasmine Jasmine vouhae
Wax Myrtle Mrica r;ea
Wild Coffee Psychotraa nervosa
GR LJN C v RS 1 gal. containers)
Including these species, or comparable:
Common Name Botanical Narne
Blue Daze Evolvulus gorraa
Crown of Thorns (includes dwarf varieties) Euphorbia mi1i
Dune Sunflower Helianthus dehi is
Lantana(includes dwarf varieties) Lantana sp.
Super Blue Lirio a Min. 4 Bibs) Liriope musc cri
Mexican Heather Cuphea hyssopifolia
Sea Oxeye Daisy Borrichia arhrescers
Cord grass Sartina Bakeri
WOODY Y RNAMENTALS gal., 7 gal,, and 10 gal containers)
Including these species, or comparable:
Common Name Botanical Name
Bougainvillea Hybrid(includes dwarf varieties) Bougainvillea sp.
Red Tip C eo m (includes green) Chrysobalanus icaco
Coco on (Horizontal) Chrysobalanus is co
Larissa(includes dwarf varieties) Carissa s s
Eugenia Eugenia sp.
Dwarf Oleander Nerium oleander
Dwarf Sehef r (includes various varieties) Scheffiera arboricola
Dwarf Yau on Holly Schillings Dwarf Ilex vomitoria
iddlevvood Citharexylumftuitieosum
ire us (includes dwarf varieties) Name is Patens
Green Island Ficus (includes various varieties) Ficus microcarpa
atro a(includes dwarf varieties) Jatro aha hastata
GP-1 3
Page 521 of 1201
Agenda Item #11. GENERAL PROVISIONS
Juniper(includes various varieties) Juniperus sp.
Cord Grass Sparia Bakeri
Philodendron 'Xanadn Philodendron dron sp.
ittospor m (includes various varieties) Pittosporum sp.
Sea Grape Cocco oba u rfera
Silver Buttonwood Conoc rpus erec us seric us
Green Buttonwood Conocarpus erectus
Simpson Stopper Myrcianthesftagrans
Stoppers (includes various varieties) Eugenia r rombea
Viburnum (includes `Awab l l') Viburnum sp.
Wax Myrtle Myric r er"i fern
Yellow Thr allis Ga pherrria gracifis
Bahama Dwarf Coffee Psycho ria ligustrifolia
Copper Leaf includes various varieties) Acalypha wilkesiana
Saw palmetto Serenoa repans
White Indigo Berm Randia acueae
Panama Rose Ro de e is leucophylla
ringles Podocarpus sp.
Wild Coffee Psychoria nervosa
580-2.03 Quantities:
A. The quantities shown in the leader call-outs In the plans govern the required installed
quantities. The Plant fist s mmari ing quantities is provided as a reference only. The
Contractor is responsible for his own tale-off. Discrepancies must be brought to the
Department's attention, in writing, at the time of ordering plant materials.
B. The Department reserves the right to adjust the number and locations of the designated types
and species of plants to be used at any of the locations shown. The Department shall make
payment based on the actual quantities installed as approved in writing by the Department.
5 0- ,04 Fertilizer for Plantings.
A. provide commercial grade granular fertilizer uniform in composition, dry and in a free-
flowing condition for application by suitable equipment, delivered in unopened bags or
containers, each fully labeled and complying with Florida State fertilizer laws.
B. provide a complete fertilizer with proper ratio of nitrogen(N),phosphorus 1 ,and potassium
(K) for the specie, including micron trient trace elements of iron, manganese, zinc, copper,
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Page 522 of 1201
Agenda Item #11. GENERAL PROVISIONS
and boron. Provide acid-based,slow-release(sulfur coated)formulas with at least 50%slow-
release of nitrogen and potassium,
C. For non-flowering trees, use 3-3-1 3 high sulfur, iron., and potash; and for flowering trees,
use 13-3-13 high sulfur, iron, potash, magnesium, and manganese — both to be acid based,
slog-release nitrogen (sulfur coated) to cl de minor elements or accepted equal).
1 . For palm trees use a `palm special type' 13-3-13 to include minor elements,very high s lfar,
manganese,magnesium,and iron; 50%slow-release nitrogen and potassium;and acid-based
(sulfur coated)or accepted equal.
E. For non-flowering trees, use 13-3-13 high sulfur, iron, and potash; and for flowering trees,
use 1 3- -1 3 high sulfur, iron, potash, magnesium, and manganese — both to be acid Based,
slow-release nitrogen (sulfur to to include minor elements r accepted equal). For
accent plants, ground covers and woody ornamentals, use I -3- 3 that includes micro
nutrients, 25% sulfur coated area, 5 %slow release nitrogen, or accepted equal.
5 0-2.05 Top Mulch:
A. Mulch shall be recycled, not harvested wood, and made entirely from the wood and Bark o
the Melalenca quinquenervia tree,eucalyptus tree,cypress blendby-product(Pure Cypress
shall NOT be used on State Roads), or mixed hardwoods. The mulch shall be shredded,
cleaned, sized, and aged (heated)to destroy weed seeds, pathogens, and insects. It shall not
contain more than 0% y volume)bark. Shredded pieces of mulch shall not be larger than
'4"diameter and 1-1 2" in length. Mulch shall be free of weeds, seeds(including Mela a ea
spp. seeds), soil, and any other organic or inorganic material.
B. Prior to its delivery, mulch shall have been inspected and certified by the Florida Dept.. o
Agriculture and Consumer Services, Division of Plant Industry, as free of harrowing
nematodes. All proof of delivery shall bear official State of Florida stamp of inspection and
certification(Grade AA, A or . Deliver in hags or bulk by the cubic yarn.
C. All material specified shall he processed specifically for use as mulch around trees and plant
beds. The use of co str ct n wood or wooden pallets(which do not decompose and/or may
harbor pests), the use of fresh-wood mulch (which deprives surrounding plats of nitrogen),
or the use of color dyed mulches, is prohibited.
5 0-2. Water: i
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Agenda Item #11.
GENERAL PROVISIONS
Contractor shall provide water, labor, and equipment ent (including a self-canceling nozzle with a
diffuser) necessary to distribute water as required for all installed materials using hand-watering
methods. Existing or proposed irrigation systems will not be relied upon to provide water for
newly planted materials. Use water free of elements toxic to plant and/or animal life. Refer to
SECTION — SITE MAfNTENANCE for detailed watering specifications.
5 -2,07 Guying and Staking Material:
A. Support stakes shall be structurally sound, ##2 grade, yellow pine round lodge pole free o
knot holes, splinters, checks, or cracks, and sized and arranged as per details on plan.
Braces, Battens, and anchor stakes pads shall be structurally sound, #2 grade, yellow pine;
free of knot holes, splinters, checks, or cracks, and sized and arranged as per details on plan.
Minimum nominal size of vertical stales: 2"' x 2" round lodge pole with the length
adjusted as appropriate for proper staling relative to tree height or as per
specifications/details.
2. Minimum nominal size of angled braces: 2" x 2" round lodge pole with the length
adjusted as appropriate for proper staking relative to tree height as per
specifications/details.
. Anchor stake pads for braces to be 2"x "and a minimum of 12" long.
4. Battens for braces to be 2"x 4" and a minimum of 1 " long.
B. Banding at brace battens for heavy trunked palms and specified trees shall be minimum 1
steel manufactured specifically for banding—minimum two 2 bands per palm. Wrap palm
trunks (excluding Washington palms) with minimum of five layers of heavy nursery
grade, burlap cloth before installing battens.
C. For small trees using vertical support stakes, trunks shall be secured to such stakes with
guying material that is wide,smooth,sturdy and flexible plastic or rubber such as Wellington
tape or accepted equal. Guying tape to connect trunk to support stale at 90'. This flexible
tape shall replace the traditional guy wire and hose method in order to avoid damage to trunk
and branches.
D. Unless the appropriate painting bid item is included in the applicable Work Order, then all
vertical stales, angled braces, anchor stake pads, and/or battens shall be provided and
installed as natural, unpainted wood. When the appropriate painting bid item number is
GP-106
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Agenda Item #11.
GENERAL PROVISIONS
included in the applicable Work Order, then the wood for all vertical stales, angled braces,
anchor stale pads,and/oar battens shall be painted Forest Green using Behr exterior grade flat
latex paint., or accepted equal, such that there is complete coverage of all surfaces. This
painting shall be done prior to delivery of the wood staling and bracing material to the
planting site. The only painting alloyed at the planting site will be minor touch-up by Brush
only for say cuts, abrasions, nicks, etc. There shall be no spray painting at the planting site.
Care shall be exercised to avoid wet paint corning into contact with the tree/palm,Wellington
tape, banding, or burlap. To the extent that painted vertical stakes, angled braces, anchor
stake pads, and/or batters are proposed by the Contractor for re-use, then in addition to
meeting other specification requirements, they shall receive a fresh, complete coat of the
above specified paint. This complete paint coverage shall be maintained in good condition
wtil staling and bracing materials are removed from the planting slote. The Department
reserves the right, at its discretion, for the Department to require painting of staling and
bracing material.
580-2,08 Root Barrier Material:
ial:
The Contractor shall provide and install rigid root barrier,Deepl oot U -2 by Urban Landscape
Products, or flexible fai r"c root l arfier, Typar Biobarrier Root Control System as manufactured
y Reemay, Inc., or accepted equal, as directed by the Department or as indicated in the plans or
as required by the permitting agencies. All safety precautions and installation procedures
prescribed by the manufacturer shall be adhered to,
5 0-3.00 Execution
580-3,01 General:
A. The Contractor's Work shall conform to accepted horticultural practices as used in the trade,
unless specifically directed to the contrary by the Contract documents or otherwise by the
Department.
B. Plants shall be protected upon arrival at the site by being thoroughly watered and properly
maintained until planted. If a balled and hurlapped & tree is not planted within 12-hours
of delivery then the rootall shall he kept covered with a moist material to prevent drying of
root growth taps until planting. Plants shall not remain unplanted on-site for a period
exceeding 2 -hours. All sod must he installed within 72 hours of harvest from the source
farm. Any sod which is not planted within 24 fours after cutting shall be stacked in an
accepted manner and maintained in a properly moistened condition.Any sod left on the work
site for more than 48 hours before Mnstallation will he rejected. All sod delivered to the work
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Agenda Item #11.
GENERAL PROVISIONS
site will be contained on 48" x 48" wooden pallets and individual pieces be no smaller than
1211 x 24".
C. The Contractor shall install and maintain all plants (through final acceptance) in accordance
with the requirements of the project plans, bid documents/specifications, and applicable
standards as listed under ITEM 80- 1.04 B.
5 0-3,02 Layout of Planting Holes.
A. The approximate location of some existing above-ground and underground utilities,
structures,and other improvements are shown on the landscape plans for general information
purposes only, and are not to be relied upon nor regarded as relieving the Contractor of
responsibility for verifying exact field locations. All such improvements shall be
investigated and verified in the field before starting Work. Refer to ITEM 80- 1.03 F for
other applicable requirements.
Should the Contractor encounter overhead or underground obstructions, median
modifications, or other conditions which interfere with the specified locations for plantings,
then the Contractor shall immediately notify the Department and alternate planting locations
or plan modifications will be selected and approved by the Department. Frees which cannot
be adjusted to accommodate such conditions and still adhere to clear sight spacing and clear
zone requirements, will be eliminated.
C. Before digging of planting holes, the location and arrangement of the planting shall be
marked by the Contractor. The Contractor shall notify the Department a minimum of 48-
hours in advance (excluding weekends and/or holidays). The Department shall reserve the
right to approve reject all marked tree locations which shall conform to the requirements
g pp or reJ
of the specifications,plans, and details unless otherwise addressed above.
580- 3,03 'Free and Palm Installation:
A. All planting holes shall be excavated to size and depth specified herein and in accordance
with the plans and details, and baclfilled with the prepared Planting Soil Bach ll Mix as
specified. The general planting procedures for all trees and palms,whether B&B or container
grown, are similar except as noted below.
1. Container-grown trees and palms.
a Any container-grown CG plants which have become pot-bound or for whiob the top
system is too large for the size of the container, shall be rejected.
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Agenda Item #11. GENERAL PROVISIONS
b CG plants shall not be removed from the container until immediately before planting,
and with all due care to prevent damage to the root system. At such time, all
containers shall be cut and opened fully, in a manner that will not damage the root
system.
c) Frees in containers shall be carefully removed from the pots, ears, boxes, or other
containers in a manner not to damage the roots or the rootball of soil formed by the
container. Scraping the rootball on the sides and bottom to stimulate new root growth
outside of the existing rootball should be performed prior to placement into the hole.
2. Balled and Burlapped Trees and Palms: Always move B&B plants (except heavy
trunked pales)by the rootball only. Dever use the trunk as a handle to pick up or move
these plants. Care should be taken not to disturb the rootball, as this would severely
damage the root system. Removal l of all the burlap before planting is not necessary i
it is biodegradable fabric),although the top one-third 1 3 of the burlap shall be pulled
back and cut off.
If accepted for use under ITEM 0- 2.02 .2.b, synthetic fabrics and wire baskets
require special attention. Remove woven plastic fabrics and nylon tine completely
after setting the plant in the hole since such nondegradable materials can girdle stems
and roots as they expand through the material. However, this practice may not be
feasible when moving large trees that have been sleeved in woven plastic materials
before being placed in wire baskets. Slice the material through the wire basket and
remove as much as possible to facilitate healthy root growth into the landscape soil.
Once the tree is set in the planting hole, cut off 1/3 d of the wire basket (that is not
under the rootball) before baekfilli g.
. Palms: Generally, procedures for planting balled and burlapped trees are suitable for
palms. Palms shall be harvested with a rootball appropriate for the size and species of
palm per the current Florida Grades and Standards. Foliage of all palm species except
Sabal palmetto shall have the leaves tied with a biodegradable twine or burlap in a
bundle around the bud. Fronds shall be untied by the time of the first quarterly
inspection, unless the Contractor deems this to be detrimental to the palm. Complete
leaf removal at the time of digging is required when planting Sabal palmetto,however,
protection is required for heart frond and bud.
B. Circular planting holes with vertical sides shall be excavated for all trees. The diameter of
planting boles for all trees shall be a rnirmm of 1.5 times larger than the rootball, per
planting details, unless prevented by site obstructions or otherwise authorized in meting by
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Agenda Item #11.
GENERAL PROVISIONS
the Department. The depth of each planting hole shall he not less than " deeper than the
height of the root hall or container as applicable and as per planting details.
C. Trees shall be set in planting holes on the specified prepared planting soil mix l ae filled and
brought to a height to permit the top ofthe rootball to be 2" above the surrounding finish
grade at the completion of tree installation. This allows for some settling such that the final
planting will he at the same depth the plants grew in the nursery. All trees shall he planted
in a vertical position(plumb). All trees shall he handled by a padded nylon strap around the
roothall for lifting purposes. Heavy-tr nked palms may he lifted by the try provided the
lifting strap is padded.
}
D. After placing the tree in the hole, the planting soil specified herein shall be slowly watered
into place in layers and then firmly tamped to eliminate voids and air pockets and to ensure
the haelfill mixture is surrounding the rootall. Do not overly compact the soil to the point
that it would he detrimental to the tre 's health. All tamping shall he such that no trees will
settle below heir original growing height and the surrounding finish grade. Do not mound
any soil over the roots.
E. For water retention, a mi mu " high circular earthen berm (water ring) shall be formed
around each tree such that the inside edge is located at the perimeter of the ' wide planting
hole.
F. All trees shall he thoroughly watered at the time of planting and kept adequately watered t
ensure healthy Florida grade No. I trees until time of final acceptance. No allowances will
he made for tree or palm losses due to lack ofadequate or proper watering. Following initial
acceptance the watering requirements of ITEM 5 5# 3.01 C shall he complied with.
G. Pruning shall be done ors-site after planting (with due regard to the natural form and growth
characteristics of each specie) to remove damaged limbs, to remove branches falling within
the required clear site window, or as directed to improve overall plant appearance. Do not
remove more than 15%of branches unless otherwise approved by the Departmentin writing.
Pruning methods shall follow standard horticultural practices using appropriate tools.
Lopping, shearing, or topping of plant material will he grounds for rejection. Damaged,
scarred, frayed, split, or skinned branches, limbs, or roots shall be pruned hack to live wood,
unless such damage, once so corrected, causes the tree to not meet the Florida Grade No.
standard, thus requiring tree replacement at no additional expense to the Department.t. The
central leader or bud shall he left intact unless severely damaged, in which case the tree will
he replaced at no additional expense to the Department. Remove any tree leader dowels and
fasteners at the time of planting.
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Agenda Item #11. GENERAL PROVISIONS
H. During the course of planting, excess and waste materials shall be removed by the end of
each day's operations. When planting in an area has been completed,all debris from planting
operations shall be removed and the area maintained in this finished state until final
acceptance.
8 -3. 4 "er &in :
After planting tree, and prior to mulching the saucer,apply the recommended types and quantities
of fertilizer appropriate for tree type according to the manufacturer's recommended rate
specifications for new plantings. Apply fertilizer to the soil surface Within the saucer area such
that the granular fertilizer is nixed into the top " of soil around the edge of the root zone to the
perimeter of the saucer bean and then watered in. lever allow fertilizer to touch the trunk of the
tree to avoid burning by soluble salts. The use of tablet-type fertilizers such as "Agri-Form"or
equal, to be placed in the planting hole prior to backs lling is also acceptable.
580-3,05 Mulching:
A. prior to mulching the saucer area around each tree,remove all weeds, debris,and rods(over
F diameter), and then level the soil inside the saucer area surrounded by the circular bean
w ithout covering the top of the rootall.
B. A 3" layer of the specified biodegradable mulch shall be placed around all newly planted
trees within earth berms surrounding saucers as defined in ITEM 5 8 0- 3.03 E and as shown
on drawings and as specified. For individual plants, the mulch shall be spread to entirely
cover the saucer area within the circular earth berm.. Mulch shall be installed and maintained
a minimum of 3"away from the trunks of all trees. Once in place,the mulch is to be watered
until saturated.
C. This " mulch layer shall be maintained around each tree by the Contractor until its final
acceptance in order to buffer soil temperature, reduce weed competition,conserve moisture,
and increase soil nutrient availability.
580-3.06 Guying and Staking:
A. Guy and stake plant materials as specified and detailed to assure upright form, and in
accordance with the following:
I. All gees with calipers smaller than 2- 2" shall be staked with three vertical stakes
120' apart. All trees with calipers between 2- 2" and -1 2"' inclusive shall use four
(4)vertical stakes 0'apart. All stakes shall be 2" 2""round lodge pales (with length
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Agenda Item #11. GENERAL PROVISIONS
sized relative to tree height such that stakes reach the height of major branching), set
vertically at least two 2' feet into the ground, and at least 12" deep 'Into undisturbed
soil, and also set against the planting hole wall. The tree shall be centered within the
stales and held firmly in place by Wellington Tape or accepted equal), and tied to the
stale and the tree to prevent slippage. Tighten guying tape as necessary to ensure tree
is secured in upright position.
2. Heavy-trun ed palm trees and trees with calipers over 4-1/2" shall be braced with a
minimum of four 2"x 2"round lodge pole good braces (with length sized relative
to tree height), toe-railed to 2"x "x 12"minimum battens which are tightly secured at
two points to the tree (with I" steel banding), at a point at least 1 3 the clear trunk
height. Provide one batten per brace minimum With additional battens as needed to
prevent banding from touching trunk. The braces shall be set at an angle between 5
and 600 to the ground. The trunk shall be padded with five layers of burlap under
the battens (except for Washington palms). Braces shall be approximately 90 apart
and secured underground by " "x 1 " minimum anchor stake pads hammered such
that the deepest point is at least tern 10" inches below finish grade. Anchor stale pads
shall not be exposed more than 2" above finished grade and be located no farther from
the trunk than " from the outside toe of the earth berm around the saucer. The tree
shall be centered within the braces.
All trees and palms shall be staked braced on the same day as installed, and at no time shall
any newly planted tree or palm remain without stakes for more than 2 -hours after
installation. The Department may prohibit completion of any further Work until all plant
material has been appropriately staked.
C. The Contractor's guying and staking shall prevent trees from falling or being blown over
(including by high winds). The Contractor shall re-straighter, replant, and resta e all trees
which learn or fall, and remove all trees which are damaged due to lack of proper guying and
staking within two 2 working days of notification by the Department. The Department will
determine if the fallen tree is damaged and is to be replaced. Such decision shall Trot be cause
for additional expense to the Department. Damaged trees shall be replaced and guyed or
staked at no additional cost to the Department within 30 calendar days of notification
occurring at quarterly inspection ,
D. All guys and stakes found to be too loose or damaged shall be repaired, tightened, and/or
replaced within two 2 calendar days of notification by the Departrnent at no cost to the
Department. Guys and stales shall be fully maintained to provide adequate structural support
for the plant providing a Treat, orderly and clean appearance. In eases of stake or brace
damage caused by circumstances beyond those covered in the Contract, such as vehicular
GP-1 12
Page 530 of 1201
Agenda Item #11. GENERAL PROVISIONS
accidents,the Contractor shall replace damaged stakes as specified by the Department at bid
pace.
E. At the Contractor's discretion, all guying and stag material should be removed between
the sixth and twelfth 12"' months following panting. At the Contractor's option, the
anchor stale pads shall be either completely removed or driven into the ground such that the
top of the stale is a mhu*mum depth o " below grade. The Contractor shall notify the
Department fifteen 15 calendar days prior to rex o mg guying and staking material.
Removal of guying and staling materials shall not relieve the Contractor of any
respo .sibil hies of any warranted materials that may be in place.
5 0-3,0'7 Maintenance Prior to Initial Acceptance at installation):
The Contractor's maintenance shall commerce after each plant is planted and shall continue until
Initial Acceptance t installation), after which the formal minimum twelve 2 month
maintenance/guarantee period shall commerce. All maintenance operations before and after
Initial Acceptance at installation), shall be conducted consistent with Specification SECTION
5 5- SITE MAfNTENANC , which includes the guarantee and replacement requirements.
The Contractor shall maintain Florida Grade No. I quality until final acceptance. This plant
maintenance shall include watering,pruning,weeding,cultivating,mulching,fertilizing,repairing
or replacing stales and guys, replacement of sick or dead plants, resetting plants to proper grades
or upright position,restoration of the circular earth berm around the saucer,protection from insects
and diseases, and all other care required for proper growth and health of the plants. Proper
protection of—grassed of-grassed areas shall be provided and awy damages resulting from lantin or
maintenance olRerations shall repaired rom determined to be necessar
Y by the
ale a tment disturbed areas shall he re-sodded to match existine turf at no additional cost
to the Deparrttment.
5 0-3,0 Sod/Seed Installation And Maintenance Prior To Initial Acceptance
A. Elimination of Existing Turf Cover: Certified applicator must be licensed with the Florida
Department of Agriculture and Consumer Services Department as list under Chapter 482 and
487 Florida Statutes. The certified applicator must provide State of Florida certification
license to use restricted pesticides and herbicides. Existing vegetation cover is to be sprayed
with a nor-selective herbicide such as Gyphosate (Roundup) or equivalent. Herbicide is to
be applied at a rate of active ingredient per gallon as specified on the product label. All
spraying must be done with a low volume low pressure sprayer and applied in a manner
that will minimize dr' t and contact with adjacent plant materials or vehicular traffic. No
spraying will be allowed under inclement weather conditions or wind in excess of 5 miles
GP-GP-1 13
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Agenda Item #11.
GENERAL PROVISIONS
per hour. If an indicator dye is used in the spray mixture, it must not come into contact with
the curb, gutter, traffic separator, or other concrete surfaces. The Contractor is responsible
for the removal of any stains caused by indicator dyes to these surfaces. The resulting dead
vegetation is to be raked and removed.
B. Site Preparation: The site is to be prepared for sodding/seeding-by the removal of debris
such as sticks, rocks, roots and litter and the establishment of final grade. The locations of
any existing irrigation systems are to be noted and all sprinkler beads flagged prior to the
beginning of site preparation work. All doles and depressions are to be filled with backf ll
material that consist of 0% sand and 0% Organic soil. Existing high spots in the median
surface are to be leveled with the resulting grade facilitating the sheet-flow of water to the
curb line. The soil perimeter at the inside curb line is to be excavated to a depth of " to
2" to allow the top of the base of the installed sod to be flush with the top of the curb. Any
soil that is spilled outside of the median must be removed immediately.
C. Sod Installation: The sod is to be placed onto the prepared site in a patters with staggered
seams. All sodding must be done in contiguous areas with no large gaps between planting
sites. Each piece of sod must be abutted against the one adjacent to it. All gaps Between
pieces of sod will be filled with partial sod pieces or topsoil. No gaps greater than 1/"in the
seams between the individual pieces of sod will be accepted. All parts of the sod must be
must be in firm contact with the soil surface and any corners or edges that overlap other
pieces of sod rust be trued. The sod must be kept 2 feet away from the trunks of any
existing trees with a symmetrical circle of bare ground being established around each tree.
All sod shall be topdressed with screened soil mixture of %organic soil and 25%sand that
is free of rock sticks or otber debris. After the todressirrg operation is completed the sod
is to be compacted with a 1,000 lbs. roller.
D. Site Cleanup: ,All wooden pallets, partial sod pieces, piles of backfill material, equipment
and debris must be removed from the job site prior to the approval of Substantial Completion.
E. Irrigation: As soon as the area covered by a single zone of irrigation is sodded, the system
should be activated and ,10"to 0.2 " of water applied to the sod. The newly planted sod is
to be irrigated twice a day between the hours of 1 : 0 a.m. and 2:00 p.m., unless watering
restrictions are in effect, for a period of 10 days or until a root system has been established
as e Wenced b substantial resistance when the sod is pulled away from the soil base.
F. Mowing: The Contractor is responsible for an initial mowing of the sod with St. Augustine
`Floratam" mowed at aft and Bahia `Argentine"' at .5" with a rotary type mower. If the
mower is equipped with a side-deliverer chute a deflection device should be used to eliminate
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Agenda Item #11 0
GENERAL PROVISIONS
the discharge of grass clippings into roadway lanes. All lawn discharge hall be raked and
remove to eliminate dead grass hayfields.
580-3.09 Installation of Accent Plants, Ground Covers and Woody ornamentals
A. Elimination of Existing vegetative Cover: shall confirm to the specifications contained
within ITEM o- 3.08 A.
B. Site Preparation of Planting Beds: The site is to be prepared for planting hy the removal of
debris such as sticks, rocks, roots and litter. The area to be planted shall be excavated to a
depth of 1 " and hae filled to a level of final grade with a soil mix comprised of % sand
and % screened organic material such as screened muck or compost, guaranteed as weed
free. All excavated material is to be removed from the planting site or reused on site at the
discretion of the Department representative.
C. Installation ofPlant Materials: Plant Materials shall be removed from nt in rs prior t
planting. Any rootballs containing regions of compacted or encircling roots shall be loosened
by mating vertical cuts to the root mass. Plant Materials shall be placed in holes that are
slightly larger than the di ameter of the rootball with the top of the rootbal I to be at or sl i ghtly
above finished grade. "Terrasorb AID", or accepted equal, is to be added to the planting
bole at a rate of 114 o . 1 tsp. per gallon of rootball being installed, prior to backfilling.
act filling shall be made with the specified soil mire and shall be firmly compacted and
watered-in, so that no air pockets remain.
D. Pre-emergent Herbicide Application and Mulching: The planted bed shall receive a pre-
em rg nt granular herbicide application using "I onstar G'',or accepted equal, applied using
methods and rates as specified on the manufacturer's label prior to the application of mulch.
Applicator must be certified with the State of Florida FLAGS. Mulch products used in bed
plantings shall conform to the specifications as listed in ITEM o- 2.05.
END of SECTION
SECTION 55
SITE MAINTENANCE SPECIFICATIONS
SECTION 585 IS ADDED TO THIS SPECIFICATION
585-1.00 General
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Agenda Item #11.
GENERAL PROVISIONS
585- . 1 Work Included.
A. The maintenance work consists of providing all labor, materials, equipment, permits,
MOT, (Maintenance of Traff and incidentals necessary to perform all required
landscape maintenance commencing after each tree is planted and continuing until final
acceptance at the end of the maintenance guarantee period.
B. Grassed areas beyond the perimeter of the earth erns watering saucers will be maintained
by others.
585- 1,02 Related 'work Specified Elsewhere:
Section o- Landscape Installation: These provisions shall apply to all Work in Section 5—
Site Maintenance as appropriate.
585- 1,03 General [operating Specification:
Refer to the Florida Department of Transportation Standard Specifications for Road and Bridge
Construction, (July 2021 edition , as the general operating specification document, however
Section 580, Landscaping is deleted and replaced with the specifications for LANDSCAPE
INSTALLATION (SECTION I) and the SITE MAINTENANCE ENANC (SECTION SM herein.
Maintenance of tree requirements are described in the Contract Documents;
585- 1,04 Protection:
Protect all plants, wildlife, site furniture, pared surfaces, and buildings during maintenance
procedures and the application of chemicals. When fusing equipment and chemicals,use according
to manufacturer"s. directions and specifications. Repair or replace any items damaged through
improper use of equipment or application of chemicals at no cost to the Department. Contractor
shall submit a copy of the certified applicable pest control licenses to the Department and Material
Safety Data Sheets for all products to be used for this Wort . Apply all chemicals after 4 -hour's
notice to the Department and at a time and in such a manner that the public will not he 'n contact
with nor have any real or imagined harm done to them by the application including,but not limited
to,herbicides,insecticides, and fungicides.
5 5- I. 5 Coordination of Maintenance Schedule:
Coordinate and schedule all Work through the Department. The Contractor shall submit a detailed
maintenance schedule for the minimum twelve 1 month maintenance/guarantee period (divided
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Agenda Item #11. GENERAL PROVISIONS
into anticipated quarterly work plans) to the Department for review within fifteen 1 calendar
days of receipt of Work Order and before Initial Acceptance (of installation).
585- 1,06 Quality of operation:
Provide the maintenance services in a professional manner and keep all areas in a clean, orderly,
and safe condition, satisfactory to the Department at all tires. Abide by all applicable federal,
state, and local laws, ordinances, and regulations.
85- 1.07 Personnel.
A. During all maintenance work hours, provide a qualified, English speaking and competent
person in the work area who is authorized to supervise the maintenance operations and to
represent and act for the Contractor.
B. All personnel shall be required to wear proper attire which, as a rrnimum, rls a
standard shirt carrying company name and/or logo,present a good appearance and maintain
a professional code of conduct.
C. All personnel shall take lunch breaks and use restroo .facilities in appropriate areas off site.
85- 1,08 Equipment:
A. All vehicles shall be maintained in good working order, axed with a company narne/logo,
parted, with no visible rust and shall be parked on pavement in public areas only. provide
protection of paving from loading ramps. Use tarps/plywood to protect from oil.
B. Fueling mowers,ers, edgers, etc. shall be completed prior to loading equipment. Re-faelin ,
addition of oil, etc. shall be done with care and preferably over concrete. Any damage to
asphalt or sod planted areas from gas, oil or cber*cal spills shall be fully corrected by
Contractor.
C. No storage or provision for storage shall be made on site for maintenance equipment or
materials. Contractor shall be responsible for transporting equipment and materials to the
site and off site in sealed or secured containers and verges as required, unless specifically
allowed by written agreement.
585- 1,09 Monthly Reports:
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Page 535 of 1201
Agenda Item #11.
GENERAL PROVISIONS
On or before the tenth day of each month, submit for approval a written report describing in detail
all Work performed by the Contractor under this Contract during the past month (including
replacement, mulching, fertilizing,pruning, and chemical application activities). The report shall
also include: dates of site inspections by qualified personnel as described in ITEM 5 5- 1.0 ;
observations of the general health and vitality of all plantings; the locations and severity of any
pests encountered', detailed descriptions of all chemical treatments applied; the general condition
of areas maintained; descriptions of damage and vandalism; repair or maintenance
ce
recommendations; and the proposed general and landscape maintenance program to be performed
by the Contractor daring the next month. Department shall approve fore nat of monthly reports,
and require revised formats as necessary.
5 5- 1. o Routine Quarterly Inspections:
During the minimum twelve month maintenance period, the Contractor will be required to
make maintenance inspections with the Department on a quarterly basis for weeks number 13, 26,
and 39 from the date of Initial Acceptance at installation) at a time scheduled by the Department.
Problems identified during these inspections and corrective actions to be taken (with time frames)
will be listed by the Contractor and be incorporated into an amended version of the upcoming
quarter's work plan, unless otherwise indicated by the Department.
5 - 111 Guarantee, Replacement, and Final Inspections:
A. guarantee: All work shall be guaranteed during the minimum helve 12 month
maintenance/guarantee period during which all plants are to be maintained to meet Florida
Grade No. 1 as per Florida Grades and Standards for Nursery Plants, by the Florida Dept.
of Agriculture and Consumer Services (henceforth referred to as Florida Grades and
Standards). All trees shall be alive, healthy, and in satisfactory growth throughout the
guarantee period.
B. Replacements:rents: The Department will be the authority to determine which "Replacement
Category" deseribed below applies to each tree and what, if any, action is to be taken.
f, at any time during the minimum twelve 12 month maintenance/guarantee
period, the Department identifies plant material that are substandard, unhealthy,
dead, damaged or otherwise in unsatisfactory condition, then such plant material
shall be removed and replaced/staked by the Contractor as per the following at no
additional cost to the Department.
GP-11
Page 536 of 1201
Agenda Item #11. GENERAL PROVISIONS
a. Remove such plant material within fifteen 5 calendar days of vnitten notification
by the Department, and fill planting holes immediately with soil to finish grade
level. This notification may occur at any time in addition to quarterly inspections.
b. replace such plant material within thirty 0 calendar days after the written
notification occuffing at quarterly inspections.
C. The Department artment reserves the right to remove any unhealthy,substandard,damaged,
or dead plant material with prior notification to the Contractor, however, the
Contractor shall replace such trees as per these specifications.
2. Fallen or leaning trees shall be removed if damaged or otherwise substandard) or
uprig to restaked if apparently healthy and meeting Florida Grade No. 1).
a. Those trees requiring removal shall be removed within two working in days of
written notification by the Department. Planting holes of removed trees shall be
immediately filled with soil to finish grade level.
b. The Department, without prior notification to the Contractor, reserves the right to
remove, reposition, any fallen or leaning tree encroaching into a vehicular travel
lane or creating any other situation affecting public health, safety, welfare.
3. Plant material showing dear evidence of being damaged or hocked down by
vehicular accidents will be removed by the Department and replaced by the
Contractor on a unit cost basis within thirty 0 calendar days after the written
notification occurring at quarterly inspections.
. The Contractor shall notify the Department by written fax of each successfully
completed plant material removal and/or replacement and each shall be identified
by station number location shown on the planting plans.
5. All replacement plant material shall become guaranteed for a minimum of twelve
(12) months from the date of their initial acceptance for replacement installation,
and follow the same maintenance/guarantee period requirements specified herein
for originally planted trees.
C. Final Acceptance:
l. Final Acceptance shall follow General Provision -1 .2.
G -1 9
Page 537 of 1201
Agenda Item #11. GENERAL PROVISIONS
2. Not withstanding the above,the Department reserves the right to accelerate the date
of any final acceptance (thereby ending the maintenance/guarantee period) when
the Department ent deems such action is in the Department's best interest.
. Earth berm rings utilized to retain water within the saucer area of each tree(located
at the perimeter of the '-wide planting hole) must be maintained throughout the
entire guarantee period, but are to be knocked down to level grade just before the
semi-final inspection for each tree. To accommodate moving patterns, the
previously circular mulched area for each tree shall be reshaped by the Contractor
into an oblong eye-shaped area running lengthwise down the median ' wide x I '
long as per project details. The grassed areas affected by the reshaped mulched
areas shall be treated with are herbicide as per manufacturer's specifications for
weed-removal before applying mulch. A. " lager of mulch shall be applied by the
Contractor to the entire ere-shaped area before final acceptance. The mulch area
f trees that are clustered in tight groupings may be merged to form one mulch bed
if approved in writing by the Department.
585-2,00 PRODUCTS
585-2*01 Landscape Maintenance Materials:
A. Water: Use water free of elements toxic to plant and/or animal life. Contractor shall
provide (within the unit cost for each tree) labor and equipment necessary to distribute
water as required for all installed materials using hand-watering methods. Existing or
proposed irrigation systems will not be veiled upon to provide water for newly planted
materials.
B. Replacement Trees: Conforin to the type, species, grade, standard, size and method of
installation as originally specified unless otherwise directed in writing by the Department.
For replacement trees which differ from the original plants, the Contractor must obtain
prior written approval by the Department, and submit a credit/debit statement, as
appropriate.
C. Planting Soil Backfill Mix:: As specified in SECTION - LANDSCAPE
INSTALLATION.
ION.
D. Fertilizer: As specified in SECTION 5 - LANDSCAPE INSTALLATION.
E. Top Mulch: As specified in SECTION 5 0- LANDSCAPE INSTALLATION.
G - 2f
Page 538 of 1201
Agenda Item #11. GENERAL PROVISIONS
F. Herbicides: Use herbicides recommended for the control of the types of weeds encountered
as recommended by the university of Florida Cooperative Extension Service. Limited
Certification for Commercial Landscape-Maintenance Personnel is required b
Statute 482.156.
G. Insecticides: Use insecticides recommended for the control of the types of insect pests
encountered. insecticides shall be EPA approved.Limited Certification for Commercial
Landscape Maintenance Personnel is required by Statute 482.156.
I- . Fungicides: Use ftmgieides recommended for the control of the types of fungi encountered.
Fungicides shall be EPA approved. Limited Certification for Commercial Lan
Maintenance Personnel isred by Statute 482.156.
8 - .00 EXECUTION
8 -3,01 Landscape Maintenance;
General: Maintain all plantings in a healthy, vigorous and attractive condition so as to maintain
the required Florida Grade No. 1 for all plantings as per Florida Grades and Standards,
commencing after each tree is planted and continuing until final acceptance at the end of the
maintenance/guarantee period,
A. Tree and Palm Maintenance:
1, Pruning and Trimming:
a. Trees(excluding palms): Prune all trees to remove dead,broker,or infected
branches, suckers, vines and dead or decaying stumps and all other
undesirable groves, perform priming to maintain Florida Grade No. i
growth fait. To enhance the appearance of specific trees, the
Department may request additional pruning. Perfonn all pruning in
accordance with American Association of Arlorists standards and
recommendations and also hose of Florida Grades and Standards. Do not
remove more than 15%of branches unless otherwise approved in writing
y the Department. Buckhorning (also called 'hat-racking')of any tree is
not permitted.
b. Palms: Drone all palms to remove dead or substantially brown fronds only.
G -II
Page 539 of 1201
Agenda Item #11. GENERAL PROVISIONS
C. Woody ruame tals: Prune all Woody Ornamentals to remove dead o
substantially brown branches,maintain.Florida Grade No. 1 growth habit,
maintain Department prescribed shape and maintain compliance with
sight datum windows and maintain limits of clear sight.
d. Debris Removal: Remove and properly dispose of off-site all clippings,
leaves, branches, stick, and twigs after each pruning.
2. Fertilization: Apply specified complete fertilizers that are accepted by the
Department at manufacturer's recommended rates. Notify the Department ent 4 -
ho rs in advance ofapplications. Consistent with Contractor's submitted detailed
maintenance schedule in ITEM 5 8 5- 1.05,fertilize all trees two 2 times per year
between March and October o closer than four 4 months apart). Broadcast
fertilizer inside saucer area around the edge of the root zone. Fertilizer must not
be allowed to tench the trunk.
. Mulching:
. Maintain a three Y inch layer of mulch in all plant beds around all trees.
Replenish to specified depth prior to each quarterly inspection during the
minimum 1 -month maintenance/guarantee period. Maintain mulch at 3"
clear from all tree trunks. Apply mulch after fertilizing, never before.
b. The Contractor shall be responsible for re-mulching activities(including re-
establishment of earth berm of saucer) necessitated by washouts, foot
traffic, automobile damage or unforeseen circumstances.
4. weed Control: On a monthly basis, remove weeds mechanically or by spot
treatment with accepted herbicide in all plant beds(including the mulched saucer
area and the surrounding earth berm). All herbicides, including pre-emergents,
are to be used according to label specifications during the maintenance period.
All planting areas/mulched areas shall be weed-free for the final inspection.
. Sucker Removal: Remove sucker growth monthly from all areas of the trunk, its
base,and root zone.
. Insect Control: Control insect pests which infest plant materials, and control ant
mounds which may occur in landscape areas. Record insecticides and other
remedies on the monthly work report.
G -1 2
Page 540 of 1201
Agenda Item #11. GENERAL PROVISIONS
. Plant Replacement: Defer to ITEM - 1.11 B.
B. Watering for plant establishment:
t:
1. All installed trees shall be hand-watered over the entire Groot zone with a slow
soaking at 4-gallons per minute for cheep root penetration a .d protection of surface
roots, mulch, and earth berm around saucer. Contractor shall be responsible for
adequate watering of all installed trees from the time of planting until final
acceptance at the completion of the minimum twelve 1 2 month
maintenance/guarantee Period.
2. The following water guidelines have been established for Contractor's information
only and shall be considered only as are estimate of water need. Depending n
climate, rainfall, soil, and plant conditions, the Contractor shall adjust the water
schedule and amount per application to meet optimum plant growth conditions.
The Contractor shall be responsible for monitoring crate and plant soil moisture
conditions, and determining 'if watering beyond or less than the watering
guideline described below shall be applied. Water shah not be paid for separately,
but shall be included in the unit cost per tree.
WATER.USE GUIDELINES
Amount of Water Applied:
Trees and Palm Trees: Apply a rninium of 1 -gallons water per
tree at each application. Water applied should be a slow soaking at
-gallons per minute maximum.
Mi mum Frequency Guidelines for Hand-Watering:
Material Dgy FregueM No. Applications
Plant Material 1-30 Daily 30
31-180 Every 3 d Day 50
1 l- 25 Every 7th Day 20
32 -3 1 Every l 2tn Day 3
3. Frequency and number of applications may vary due to climate, rainfall, sail, and
plant conditions. Less water may be used during wet,cool periods whereas more
ter may be needed during hot, dry periods. Contractor shall adjust as needed
for optimum plant health. The minimal frequencies suggested above shall not
G -I 23
Page 541 of 1201
Agenda Item #11. GENERAL PROVISIONS
limit the Contractor's responsibility for providing adequate watering and
acclimation for the proper establishment of all trees.
4. Damage resulting from erosion,gullies, washouts,or other causes shall be repi
ared
by the Contractor by filling with topsoil, reshaping earth berm and saucer,
tamping to re-stabilize slopes, and replacing lost fertilizer and mulch at no
additional cost to the Department.
. Contractor to use a self-canceling nozzle with a spray diffuser on the end of the
hose to ensure water is applied gently so as not to displace mulch or expose root
systems.
. Proof of watering, in the form of receipts, ureter readings or other written
documentation, shall be presented with the Contractor's monthly reports.
C. Monthly Reports.
Complete monthly reports as described in ITEM - 1.09.
D. Payment Schedule:
The Contractor shall submit invoices for each unit bid price item by the percentages
below:
1. Following written Initial Acceptance at installation): 0%payment will be made
with 30% retainage on trees only. All other bid items will be 100% payment at
final acceptance by the Department.
2. After the six month inspection, at theDepartment's discretion: 20%retainage shall
be released using the retairage balance.
3. Following written Final Acceptance of Work at the end of'the miter 2-month
Maintenance/Guarantee Period: Final payment 10% based on above using the
ret inage balance will be made.
E. All cost associated with the performance of Work under this Contract including but not
limited to all materials, labor, and equipment shall be included in the unit bid item price
for each tree.
END OF SECTION
GP-1 4
Page 542 of 1201
Agenda Item #11. GENERAL PROVISIONS
SECTION 590
IRRIGATION SYSTEM CONSTRUCTION
SECTION 590 IS ADDED D TO THE SPECIFICATION AS FOLLOWS:
590-1.00 General
590- 1. 1 Scope of work:
A. irrigation systems shall be constructed using sprinklers,valves,piping,fittings,controllers,
wiring, etc. of sizes and types as shown on the drawings and as called for in these
specifications. The system shall be constructed to grades and conform to areas and
locations as shown on the drawings.
Sprinkler lines, valves, piping, wiring, etc. are essentially diagrammatic. Minor
adjustments in location to suit Meld conditions are anticipated. I aj or relocat]ons shall have
prior approval of the Department.
Unless otherwise specified or indicated on the drawings, construction f the irrigation
system shall include furnishing, installing and testing of all mains, laterals and fittings,
furnishing and installing of sprinkler heads, gate valves, control valves, controllers, and
control wires, etc.; all necessary specialties and accessories such as backfiow preventers,
pump stations, excavation and backfill, and all other work in accordance with the plans
and specifications as required for a complete system.
B. The Contractor shall obtain all permits and pay required fees to any g vemm ntal agency
having jurisdiction over the work. Inspections required by local ordinances shall be
tTanged as required. Upon completion of the work, satisfactory evidence that all work
has been installed in accordance with the ordinances and code requirements shall be
furnished to the Department.
C. N"iile working on medians or on the roadside, proper traffic control shall be used to protect
workers and the public. Traffic control operations for installation and for future
maintenance shall be in accordance with the Palm Beach County Streetscape Standards
Manual, dated October 29, 2003, and as stated in the Maintenance of Traffic Section in
these Contract Documents. All Work shall be clone in accordance with all local and stag
codes and standards. All above ground apparatus and structures that are installed shall b
kept a mfiu'mum of ' from the adjacent travel lane,
G -125
Page 543 of 1201
Agenda Item #11. GENERAL PROVISIONS
590-2.00 Products
9 -2.01 General:
All materials to be incorporated in this system shall be new and without flaws or defects and of
the quality and performance as specified and meeting the requirements of this section. All material
to be incorporated into an irrigation system that utilizes re-use water shall have the appropriate
labels and bear the proper color Panto e PurplePVC) as required by the service provider. All
material overages at the completion of the installation are the property of the Contractor and are i
to be removed from the site.
-2.02 Pipe and Fittings:
Pipe sizes shall conform to those shown on drawings. No substitutions of smaller pipe sizes will
be permitted but substitutions of larger sizes may be approved. All pipe damaged or rejected
because of defects shall be removed from the site at the time of said rejection.
.
A. Polyvinyl Chloride (PVC)-.
All plastic pipe shall be continuously and permanently marked with the following
information:
a. manufacturer's Warne
. pipe size
c. schedule number, crass or SDR number
d. type of material
e. code number
2. Unless otherwise noted on the drawings, all plastic pipe fittings shall be Schedule 80
polyvinyl chloride free from manufacturing defects.
i Solvents used for joining rust comply with the requirements of AST -D-24 66 and be
recommended by the manufacturer of the plastic pipe used.
4. All PVC main lines 2 ? or larger shall have provision for expansion and contraction
provided in the joints. All joints shall be designed for gasl eted o-ring pipe. A push-on
joint with a coupling manufactured as an integral part of the pipe barrel consisting of a
thickened section with an expanded bell with a groove to retain a rubber sealing ring
G -12
Page 544 of 1201
Agenda Item #11. GENERAL PROVISIONS
of uniform cross section similar and equal to Johns-Manville Ring-Tite and Ethyl Bell
Ring or made with separate twin gasket coupling si. milar and equal to Certal teed
Fluid-Tite are acceptable. Circular gaskets shall conform to the requirements of ASTM
designation F477. All -ring pipe shall a Class 200.
5. All tees and elbows connecting to the o�nffig mainline line shall be ductile iron
manufactured for use with PVC -ring pipe,Harco or accepted equal,
. Underground detectable marking tape shall be Line Guard or accepted equal.
7. When directional bore is chosen as the method by which to install sleeves,the selected
main line pipe shall be smooth continuous HDPE SDR 11 with appropriate fittings for
connection to Rigid PVC -ring main line. Manufacturer shall be I -FLEX, (800)
451-7646 or accepted equal.
. Main. line, 211 r smaller, may be Schedule 40 PVC or HDPE withSchedule 80 PVC
fittings as approved or directed by Department Representative.
. All lateral limes shall be Schedule 40 PVC.
Galvanized Steel:
Galvanized steel pipe shall conform to the requirements of ASTM Designation A 120, Schedule
40. At threaded joints between PVC and metal pipes, the metal shall contain the socket end and
the PVC side, the spigot. A metal spigot shall not, under any elrewnstanee , be screwed into a
PVC socket.
C. HDPE SDR 1 1
HDPE S R I I shall conform to the requirements of ASTK ANSI, AWWA, etc., standard
specification is incorporated y reference in these Specifications, the reference standard shall e
the latest edition and revision,
-2, 3 Risers:
A. All sprinklers shall have a flexible riser assembled by the use of flexible polyethylene pipe.
The inside diameter of the polyethylene pipe shall be the same diameter as the sprinkler head
inlet.
G - 27
Page 545 of 1201
Agenda Item #11. GENERAL PROVISIONS
B. Suing joints used with rotor and spray bodies shall be by Lasso or accepted equal.
590- 2.04 Valves.
A. Backflow freverrter(used only for potable water supply);
The l a low preventer shall be a Reduced Pressure Zone RPZ type, as accepted by Palm
Beach County Water Utilities Department, capable of having a flow rate that is greater than
r equal to that which comes from the meter.
The backflow preventer body shall be constructed of bronze and the internal.parts of stainless
steel. A back flow v preventer is not required for reclaimed water (gray water), but a check
valve of the same size as the delivery line is required,
B. Manual valves:
All zone slut-off valves of sizes 2" or smaller shall be all bronze double d590 vedge type
with integral taper seats and non-rising stern. Those in-ground shall be installed in a separate
valve box. Gate valves shall be NIBC , -1 l -K or equal American made, conforming to
MSS S - 0 @ 200psi 3.8 Bar
C. Automatic Control valves:
Shall be Irritrol l OOP-1.5 FC with nmi-reg pressure regulator,Toro -220-2 -0-6(pressure-
regulated angle type), or accepted equal. All control valves shall be provided with an equal
sized gate valve installed upstream from the control valve and included in the same valve
box.
D. Pressure Refief valves:
1
The pressure relief valve shall maintain constant upstream pressure by passing or relieving
excess pressure, and shall maintain close pressure limits without causing surges. The
pressure relief valve shall be a fast opening, slow closing, 125 class flanged globe type valve.
See plans for size 1"minimum) and opening pressure.
E. AirNacuum Relief Valves;
lie air/vacuum relief valve shall be a " AR Ser*es Combination Air and Vacuum Release
Valve by BERMAD, or accepted equal. Install a 1- "gate valve to allow isolation of relief
G - 2
Page 546 of 1201
Agenda Item #11. GENERAL PROVISIONS
valve for periodic cleaning and maintenance. The relief valve shall be installed a
approved valve box on a 1-1/2" 'swing Joint' riser affixed to a saddle tap at the top of the
mainline at the highest location in the system, in both directions from the source, or as
directed by the engineer. Install in a traffic rated valve box per section 9 -2.0 .
590-2.05 valve Box:
To be polymer concrete with fiberglass reinforcement with a "Tier 15 or Tier 22" traffic rated
cover, embossed with the word `Irrigation", as certified by the manufacturer. Recommended
manufacturers are CDR systems Corp,, Onnond Beach Florida and Quazite, Lenoir City,
Tennessee, or accepted equal. Size to be 12" X 1 " with plain cover o metal). Optional sizes
shall be a minimum of 1 " x 12"x 12" or lager if more than 1 ACV is to be installed with cover.
The appropriate valve zone numbers shall be tagged or stenciled on the underside of the lids. Color
of valve box to correspond with type of water used.
590-2,06 Sprinkler Heads:
A. Quick Coupler valves:
Quick coupler valves shall be two-piece heavy duty brass with locking vinyl cover. Raibrd
Model#33 DL RC or accepted equal to be used where specified on the drawings. Provide 2
Model 2049 cover keys with 2 swivel Dose ell adapters, Model SH-0 or those suitable for
use w*th equal manufacturer. Any quick-couples used with reclaimed water or surface water
must be permanently labeled "Do Not Drink" in English and in Spanish.
B. Sprinkler Heads:
Toro 0Z- P-PRX, " 0Z- P-ZXF, or accepted equal shall be provided where specified on
the drags. Rotor heads shall be Hunter PGP With stainless steel risers, K-Rai Pro-Plus,
Toro EZ Adjust, or accepted equal. All heads located on slopes shall be equipped with a
Cheek valve Seal.
C. Bubbler Heads;
Bubbler heads shall be adjustable with a full circle delivery pattern. Rainbird 1300 A-F,Tore
4-20, Irritrol 533 or accepted equal, shall be provided where specified on the drawings.
590-2,07 Electrical Control wiring:
All electrical control wiring shall be tT which has been approved for direct underground burial.
GP-129
Page 547 of 1201
Agenda Item #11.
GENERAL PROVISIONS
A. Ground/Common wire shall be American wire gauge size 12.
B. Control wire shall be American wire gauge size 12, or as specified on the drawings.
C. Electrical control wire Two-wire system cable decider cables between the controllers and
the decoders shall be Hunter l I I GRY, 1 I l I R, I I #Yam, 1 1 1 RG, l f l l LU, and/or
1 f }Farr Twisted Blue and Red insulated solid copper conductors, 14 Gauge, 14 2 AWG
A.K.A. Paige P7313D Direct al Decoder Cable Part Number 1701116RB with a high
density polyethylene insulation as manufactured by Paige, Two-Wire Control System wir*rig
between the single decoder and the zone valve shall be I4 2 AWG Paige DTS Cable.
50-2.08 Pump Station:
A. Pump shall be as specified on the drawings.
1. Submersible pump requires the following:
a. A eased well of appropriate size and depth as specified on the drawings to accept the
specified pump and motor(see well specifications).
b. A submersible pump and motor as specified in the drawings ranging from 2 HP to 1
Hp. Pump shall be Goulds, Sta-Rite, Aerometer or accepted equal to be installed
with a pressure relief valve. Submit performance curves prior to installation.
c. One f t thick concrete,below-ground vault,Model#PB4848-48 by Oldcastle Precast,
Inc.,or accepted equal. Required inside dimensions shall 48"x 4 "x 4 "deep. Vault
shall have a concrete bottom containing drain hole(s) and are Aluminum 48"' x 4 "
cover. 300 PSFload rating,Model#ADP300 by U.S.F. Fabrication, Inc., or accepted
equal. The vault shall be core drilled as necessary to connect tanks to discharge pipe
(see Item d below).
d. One rust control tank and one fert gation tank. Wanks shall be 55 gallon capacity, ''
dia. x 38""deep seamless molded plastic,minimum l f� thick, Model #TC20381A by
Chem Tainer Inc., or accepted equal. Wanks shall have piped connections to two
injector pumps then to the discharge side of the pump. Injector pumps shall be wired
to pump control and be capable of delivering between 10 and 100 parts per million.
Pumps shall be a solenoid driven metering pump,LMI Unidose,Model # .J 42-281,
r accepted equal.
G -130
Page 548 of 1.201
Agenda Item #11. GENERAL PROVISIONS
e. Electrical equipment shall be mounted on are aluminum,unistrut rack(Y x 1 -4"U-
Char el uprights with 2"x 1/"L- Charnel cross braces). The rack shall contain the
irrigation controller and motor control/starter in a NENM 4x enclosure, injector
pumps (see Item d above) and a NMA 4x circuit breaker panel with manual shut-
off. A rain sensor, Hunter Industries 'Mini Click' "C", or accepted equal shall be
required. Connection from the irrigation controller to the rain switch shall be via a
conduit adapter mounted on a pole,per code,or through the integration of a wireless
rain cut-off. All electrical work must be performed by a licensed electrician.
Electrical service meter shall be mounted "above grade on its own unistrut rack at
the base of the pole where the riser has been installed and provided with a 2Pw
Fused NEMA 4x rated stainless steel Manual Disconnect with UL Class RK-5 Fuses,
all sized per applicable codes for the pump being installed.
f, For pumps 5 1=IP and larger, a Ja co, or accepted equal, 1-1/" pressure relief valve
and an Ames Cla Valve,or accepted equal pressure regulating and pressure sustaining
valve, pressure gauge followed by a gate valve, both of the same size as the main
line.
g. A Coast Guardshack cage fabricated froiA expanded metal, or accepted equal, to
enclose the well head and both valves, mounted on a concrete pad as per the
manufacturer's specifications.
h.. Concrete vaults shall contain sump pumps wired to the power panel. Pumps shall be
4 hp,Myers, Model# 525VI, 115 V,or accepted equal. Install PVC discharge Pipe,
with an appropriate check valve of the same size as the discharge line,just below
grade for a minitnrn distance of ten feet with a 4" PVC pop-up discharge blow off
corer by NI S or accepted equal located above a 2'x2'x2' Gravel Sump.
2. Centrifugal pump station requires the following:
a. A cased well of appropriate size and depth as specified in the drawings (see well
specifications).
b. A centrifugal pump and motor as specified in the drawings ranging from 2 HP to 1
P. Pump shall be Flint & walling with brass impeller (for all Shp or smaller
pumps), Goulds, Sta-Rite, Sullivan Electric or accepted equal, to be installed with a
pressure relief valve and Hot Stop or similar emergency shut-off device. Submit
performance curves prior to installation.
C. Concrete vault as described in Item 2.0 8-Al c above.
G -11.
Page 549 of 1201
Agenda Item #11.
GENERAL PROVISIONS
d, Rust control and fertigation tanks as descr*b 'in Item 2. -A I d above.
e. Electrical equipment and mounting as described in Item 2. -A 1 e above.
f, Pressure regulating valve with a pressure gauge as described i n Item 2.0 8-A I f above.
g, A pump enclosure, Canal Screens, Inc., or accepted equal, sized to douse the pump
and the pressure regulating valve and gate valve if applicable, set on are aluminum
skid and anchored to a concrete pad of the size recommended by the enclosure
manufacturer.
. A check valve, by STRATAFLO PRODUCTS, INC, on the intake side of the pump
f the same size as the intake pipe installed either inside or Outside of the pump
enclosure.
. Potable, reuse or surface water supplies require the following:
a. Plans shall be submitted to the appropriate water utility for review. Contractor shall
pay any plan review fees. Palm Beach County will arrange for water service and tap,
and will pay any service initiation fees.
b. An R Z backflow preve ter, as accepted by Palm Beach County Water Utilities
Department, Ames Cla valve or accepted equal, pressure regulating and pressure
sustaining valve, pressure gauge followed by gate valve installed by a licensed
plumber beyond the water meter.
When reclaimed water is used, the requirements are the same as those for potable
water, except that a check valve shall be installed instead of the RPZ ba l fl w
preventer.
. When the water source is surface water such as a lake or canal, the requirements are
the same as those for a centrifugal pump station except for the well. In addition, the
suction pipe shall be fitted with a Plum Creek, Ada Queen or accepted equal, self-
cleaning intake screen installed as per manufacturer's specifications.
B. Pipes, valves, fittings, etc., shall be galvanized steel in sizes and locations as shown on the
plans. No PVC shall be used above ground.
590- 2,09 Controller:
GP-132
Page 550 of 1201
Agenda Item #11. GENERAL PROVISIONS
Shall be Sentinel Field Satellite as manufactured by Toro, or accepted equal, 'n stainless steel
pedestal mounted cabinet, mounted adjacent to the aluminum .nistrut(see Item 2.08-A I e above).
Provide an additional 12 V, 15 AMP electrical outlet for ap iary power and a Data Industrial
Model 1 -PR flow sensor (size detennined by size of mainline). Flow sensor shall be located as
indicated in details within a 1 l" x l I" x l "polymer concrete box with fiberglass reinforcement
and fitted with a locking traffic rated cover. Provide each satellite controller with a hand held
radio and radio port,one surge protection board,antenna or 5 K phone modem I -Series by DATA
Comm for Business, U.L. approved ground rod/plate protection (separate grounding protection is
required from the pump station) and pump sty. Contractor shall be responsible for hook up and
verification of positive connection to Central Controller. Pump controls shall be mounted on
aluminum uni trut with used shut-off, meter and rain sensor. Electrical service shall be U.L.
approved, installed by a licensed electrician and provided with a molded breakaway plug and
connector installed in a traffic rated approved in ground pull box.
Toro Sentinel"Water Management System"central controller, or approved equal. This unit shall
communicate with the central, and have a mother-board and one 96 Station daughter-board which
is compatible with a two-wire communication path with Toro ISP decoders.
For information and prices, contact Wesco Turf at 4 42 - 20 .
0-2. 0 Communication Tower.
Shall be a freestanding tripod G-25 by R HN, or accepted equal,with l "spacing. Antenna shall
be installed per manufacturer's directions the location indicated in the plans or as directed by
Department personnel. The number of sections required to provide positive communications shall
be determined at the time of installation.
0- .00 EXECUTION
0- .off. Surface Conditions:
A. Inspection:
l, Prior to all irrigation work, the Contractor shall carefully inspect the installed work o
all other trades and verify that all such work is complete to the point where this
installation may properly commence.
2. The Contractor shall coordinate Work with electrical and paving contractors,as needed.
G -133
Page 551 of 1201
Agenda Item #11.
GENERAL PROVISIONS
3. The Contractor shall verify that irrigation system may be installed In strict accordance
with all pertinent codes and regulations, the original designs, the referenced standards,
and the manufacturers' recommendations.
. The Contractor shall call Sunshine State One-Call of Florida, Inc. at - - 32-770 to
verify utility locations at least 48 hours prior to digging. The Contractor shall he
responsible for contacting or locating other utilities. The Palm beach Water Utilities
Department also must be contacted at 561) 641-3429, or the appropriate water utility
having jurisdiction over the project area,to verify locations and depths of underground
utilities,
. If the irrigation system is damaged as a result of improper construction or coordination
on the part of the Contractor, the damage shall be repaired by the Contractor at no
expense to the Department,
B. Discrepancies:
I In the event of a discrepancy,the Contractor shall immediately notify the Department.
100 coverage and 100�� overlap i requi
�� red regardless of any site changes.
2. The Contractor shall not proceed with the installation in areas of discrepancy until such
discrepancies have been fully resolved in writing by the Department.
59 -3. 2 Field Meas remen s.
The Contractor shall male all necessary measurements in the field l to insure precise fit of items in
accordance with the specifications found in the drawings. The final layout of the project must be
approved by the Department t before any Work commences.
590-103 Trenching and aclffilli :
A. Trenching for plastic pipe shall be excavated to sufficient depth and width to permit proper
handling and installation of pipe and fittings. The backfill shall be thoroughly compacted
and leveled off to adjacent soil level. The backfill shall contain no lumps or rocks larger than
3 inches. The top six inches of backfill shall be free of crocks larger than I", subsoil or trash.
Pipe trench shall be sodded if placed in an existing sodded area and shall not settle after
baelfilling.
B. Minimum Depth of Cover:
GP-134
Page 552 of 1201
Agenda Item #11 0
GENERAL PROVISIONS
I. The minimum depth of cover for main lines shall be 2 " with a layer of Lire Guard
installed at a depth o ".
. For lateral lines on the discharge side of the .I .C.v., minimum depth of cover shall
e 18".
. For Line Guard (main lines only),minimum depth of cover shall be ".
4. Requiremehts of the EDDY Utility Accommodation Manual and the specific Utility
Permit Conditions shall take precedence over the above standards for Work in State
Roads.
5 -3,04 Installation of Wiping:
A. Inspection of pipe and fittings:
The Contractor shall carefully inspect all pipe and fittings before installation, removing all
dirt, scale,and burrs, and reaming as required. Install all pipe with all markings up for visual
inspection and verification.
B. The Contractor shall coordinate work with Site Contractor to locate sleeves of size and
location as shown on the drawings.
C. Plastic Pipe:
I The Contractor sal exercise care In handling, loading, unloading, and storing plastic pipe
and fittings- store plastic pipe and fittings under cover until ready to install; transport plastic
pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid bending
and concentrated external load.
2. The Contractor shall repair all dented and damaged pipe by cutting out the dented or damaged
section and rejoining with a coupling.
I In joining, use only the specified solvent and male all joints in strict accordance with the
manufacturer's recommended methods. give solvent welds at least 15 minutes set up time
before moving or handling and 24 fours curing time before filling with water.
. For plastic-to-steel connections, wort the steel connection first; use a non-hardening pipe
slope on all threaded plastic-to-steel connections and use only light wrench pressure,
G -135
Page 553 of 1201
Agenda Item #11.
GENERAL PROVISIONS
D. Galvanized Pipe:
1 flake all cuts to galvanized pipe square with all cuts thoroughly reared and all rough
edges or Burrs removed,
2. Make all pipe threads sound, clean-cut, and well fitting.
3. Use pipe dope on male fittings only.
4. Mae all screwed joints tight with all the necessary wrenches, but without handle
extensions.
E. Pavement Crossings:
l, Sleeves under decorative paving or sidewalks are to be schedule 40 PVC and installed
at depth of 24" and extended 12"beyond edge of walk.
2. Sleeves under vehicular paving are to be HDPE installed at a depth of 3 " and extended
24"' beyond edge of pavement or back of curb.
. Installation shall be HDPE under existing pavement to be by directional bore. Any
pavement, curb, sidewalk, or other surface damaged during boring shall be replaced to
Palm Beach County and FDOT specifications.
4. The Contractor shall provide the GPS State plane Coordinates for location of all
landscape irrigation sleeve ends and install 3M Electronic markers at the sleeve ends
during construction
. Full String shall be added to any HDPEor Schedule 80 sleeving.
59 - 3, 5 Installation of Equipment:
A. Manual control valves and electric remote control valves:
The Contractor shall install manual and electric remote control valves in control boxes where
indicated on the drawings, a minimum of 1 " from back of curb, in accordance with the
manufacturer's recommendations.
B. Motor, pump, pressure control valves, cheep valves and main shut-off'gate valves:
G - 3
Page 554 of 1201
Agenda Item #11. GENERAL PROVISIONS
Install where indicated in the drawings, in accordance with drawings and with
manufacturer's recommendations.
C. Air Relief Valves;
Install where indicated on the drawings at highest elevation, in accordance with
manufacturer's recommendations.
D. Pressure Relief Valves:
Install where indicated in the drawings, 'n accordance with drawings and with
manufacturer's recommendations.
E. Spier Heads;
Installation of Irrigation Heads: Heads shall be placed to finished grades. Locate sprinkler
heads a mi imum of 12" from back of curb. Upon installation heads shall be flagged b
colored markers for positive identification in field. Prior to operation of beads, the
Contractor Will lay an area 2'x 2' of sod around each head. Sod shall be laid so that it is even
with the finished grade. Meads must be firmly set so as to withstand being driven over with
soft tire equipment without damage. Motor heads require swing joint assemblies.
F. must Blocking:
l, In general, thrust block are required on the main line at the following locations:
a. Where the pipe charges direction of the water .e., ties, elbows, crosses, wyes and
tees).
b. Where the pipe size charges i.e., ties, elbows, crosses, wyes and tees)
C. At the end of the pipeline i.e., caps and lugs .
d. Where there is an in-line valve.
. Blocks shall be concrete,having a calculated compressive strength of ,000 psi. Install
as shown on details.
G. Controllers:
G -137
Page 555 of 1201
Agenda Item #11.
GENERAL PROVISIONS
The Contractor shall install controllers at locations as shown on plan according to
manufacturer's recommendations.
I . Lightning Arrestor:
The Contractor shall install an arrestor at each controller location shown on the plans to
provide lightning protection on loth primary and secondary sides of all controllers i
accordance with Article 250 of the National Electrical Code (NEC.) Grounding, bonding,
and shielding components will include the items described in the following paragraphs, at a
minimum.
EARTH GROUNDING
Use grounding electrodes that are UL listed or manufactured to meet the minimum requirements
of Article 250-52 of the 2002 edition of the NEC. At the very minimum, the grounding circuit
ill include a copper clad steel ground rod, a solid copper ground plate and 100 pounds of
PowerSetO earth contact material, as defined below and per the following detail. This detail is the
minimum requirement for supplementary grounding of any electronic equipment. Other details,
for a multitude of field situations, are available form the American Society of Irrigation
Consultants, ASIC Guideline l 0-2 02 (Ny-kAix.asmo-Eg, "Design Guides".
GP-13
Page 556 of 1201
Agenda Item #11. GENERAL PROVISIONS
COPPER GROUND
PLATE
6 AWG SOUP BARE
COPPER WIRES
TOP I W
GROUND FOOD �
CONTROLLER CADWELD
PLASTIC SWEEP ELL CON TION
(f 112"OR LARGER)
1 2 4r
T
3 0"
CONCRETE
PAD
6 AWG SOLED BARE COPPER GRO#JND
COPPER WIRES PLATE
EARTH CONTACT
MATERIAL.
SIDE VIEW GROUND ROD
Ground rods are to have a minimum diameter "and a minimum length of 10 feet. `these are
to he driven into the ground in a vertical position or an oblique angle not to exceed 45 degrees at
a location 10 feet from the electronic equipment, the ground plate, or the wires and cables
connected to said equipment, as shown in the detail above. The rod is to be stamped With the UL
logo [Paige Electric part number 182007.] A 6 AWG solid bare copper wire (about 12 feet long)
sal be connected to the ground rod by the installer using a Cad weld GR 116 1G "One-Shof'
welding kit [Paige Electric part number 1 200 .] This � e shall he connected to the electronic
equipment ground lug as shown in the detail above.
The copper grounding plate assemblies [Paige Electric part number 1 2199L] must meet the
minimum requirements of Article 2 0- 2 d of the 1999 NEC. They are to be made of a copper
alloy intended for grounding applications and will have minimum dimensions o " x 9 "
0.0625". A 25- continuous length n0 splices allowed unless using of .ermic welding
process)of 6 AWG solid bare copper wire is to he attached to the plate by the manufacturer using
G -1 9
Page 557 of 1201
Agenda Item #11. GENERAL PROVISIONS
are approved welding process. This wire is to be connected to the electronic equipment ground lug
as shown in the detail of page 1. The ground plate is to be installed to a miirnum depth of 30'%
r below the frost line if it is lower than 0", at a location 8 feet from the electronic equipment and
underground wires and cables. Two 50-pound bags of PowerSetO [Paige Electric part number
18200 81 earth contact material must be spread so that it surrounds the copper plate evenly along
its length within a "wide trench. Salts,fertilizers,bentonite clay,cement,coke, carbon,and other
chemicals are not to be used to improve soil conductivity because these materials are corrosive
and will cause the copper electrodes to erode and become less effective with time.
Install all grounding circuit components in straight lines. when necessary to make bends, do not
make sharp turns. To prevent the electrode-discharged energy from re-entering the underground
wires and cables, all electrodes shall be installed away from said wires and cables. The spacing
between any two electrodes shall be as shown in the detail of page 1, so that they don't compete
for the same soil.
The earth-to-ground resistance of this circuit is to be measured using a l egger , or other similar
instrument, and the reading is to be no more than 10 ohms. If the resistance is more than 10 ohms,
additional ground plates and PowerSetO are to be installed in the direction of are irrigated area at a
distance of 10% 12', 14', etc. It is required that the soil surrounding copper electrodes be kept at a
minimum moisture level of % at all times by dedicating an irrigation station at each controller
location. The irrigated area should include a circle with a 10-foot radius around the ground rod
and a rectangle measuring l-foot x 2 -feet around the plate.
All underground circuit connections are to be made using an exothermic welding process b
utilizing products such as the Cadweld "One-Shot" kits. Solder shall not be allowed to make
connections. In order to ensure proper ignition of the"One-Shot",the Cadweld -3 20 igniter must
be utilized [Paige Electric part number 1820040.] The 6 AWG bare copper wires are to be
installed in as straight a lire as possible, and if it is necessary to make a turn or a bend it shall be
done in a sweeping curve with a minimum radius of 8" and a minimum included angle of 90'.
Mechanical clamps shall be pernnitted temporarily during the resistance test process, but are to be
replaced with Cadweld "One-Shot" kits immediately thereafter.
Proof of effectiveness of lightning arrestor shall be in accordance with manufacturer's guidelines.
maximum of 10 ohms of resistance is allowable.
I. Backflow Preventer:
PZ Backflow Preventer shall be installed by licensed plumber in a location approved by the
appropriate water utility department.
GP-140
Page 558 of 1201
Agenda Item #11. GENERAL PROVISIONS
590-3,06 Electrical Control wiring:
A. Installation of electrical control cable shall be of the size specified and shall be taped to the
bottom of the main line. Expansion joints in the wire to be provided at 200-Meet intervals by
making 5 to 6 turns of the wire around a piece of 1 "pipe. where it is necessary to ran wire
in a separate trench, the wire shall be within a PVC sleeve and have a minimum cover o
twelve l inches.
All wire connections at remote control valves, within valve boxes, and at all wire splices,
shall be left with a ' minimum "slack" so that in case of repair, the valve bonnet or splice
may be brought to the surface without disconnecting the wires. waterproof splice to be
rainlyd or equal
C. All pump station wiring shall he done by a licensed electrician.
D. All electric control wire shall be sized as recommended by the controller, valve, Two-wire
control system and grounding manufacturer, except as otherwise specified. It shall he
encased in an orange 1-1 " HDPE pipe conduit installed in the piping trendies wherever
possible and be placed along side of the main line. All Two-wire cable between
decoders/electric wire boxes,along the entire wire paths and into the bottom of the controller
or control wire junction box at edge of the pump station shall he encased in the orange HDPE
pipe conduit.
E. At all wire connections at remote control valves, decoders and at all wire splices, the wire
shall e left with sufficient slack so that in case of repair the valve bonnet, decoder or splice
may he brought to the surface without disconnecting the wires. See Zone Valve coder
Wiring/Grounding Detail for lengths o"- " , All splicing of wire shall tale place in valve
boxes. All splicing of wires shall he made using UL listed waterproof wire connectors a
recommended by the wire manufacturer and per the valve and decoder details which specify
M BDY and R-6 waterproof wire connectors.
P. Each remote control valve shall he connected to a single station decoder shall have wire sizes
and coded colors per the Zone Control Valve/Decoder Wiring/Grounding Detail and as
recommended the manufacturer, except as otherwise specified. All decoders, which are
connected to the same controller, shall he connected to the Two-wire path Control System
using Decoder Wire, which shall he Hunter 1 D 1 G Y, 11 PURJ 1 D I YL, 1 D I org,1 D 1 tarp
Twisted blue and red insulated so ld copper conductors, 14 Gauge, 1 2 AWG Paige P7313D
Direct Burial Decoder Cable part Number 170 1 RB with high density polyethylene
insulation as manufactured actured by Paige. Each individual controller shall have a separate Two-
Wire Path wire control system entirely independent any wire system of all other controllers.
GP-1 1
Page 559 of 1201
Agenda Item #11. GENERAL PROVISIONS
Only those remote control valves, which are being controlled by one specific controller, shall
e connected to that controller's two-wire control system.
G. Two-Wire Control System wiring between the single decoders and the zone valves shall be
1 2 A G Paige DTS Cable,color coded with each pair being different colors than the other
solenoid wires within the group of solenoids per the Zone Control Valve/Decoder
Wiring/Grounding Detail. The decoders shall be installed in a Gray rectangular valve box
with"Electric"logo per the Remote Control Valve/Decoder Wiring/Grounding Detail.
590-3,07 'Vesting and Inspection.
A. Closing in Ininspected Wort :
The Contractor shall not allow or cause any of the irrigation work to be covered or enclosed until
it has been inspected, tested, and approved by the Department. Any Work which has been
covered shall be exposed for inspection.
B. Flushing:
Before backfilling the main line, and with all control valves in place before lateral pipes are
connected,completely flush and test the main line and repair all leaks; flush out each section
of lateral pipe before sprinkler leads are attached.
C. Testing:
1. Make all necessary provisions for thoroughly bleeding the lire of air and debris.
2. Before testing, fill the line with water for a period of at least 24 hours.
. After valves have been installed, test all main lines for leaks at a pressure of 100 psi for a
period of 4 hours with all couplings exposed and with all pipe sections center-loaded. No
more than 5 psi loss will he acceptable.
. Furnish all necessary testing equipment and personnel.
S. Correct all leaks and re-test until accepted by the Owner.
D. FinalInspection:
1. The Contractor shall thoroughly clean, adjust and balance all systems.
GP-1 2
Page 560 of 1201
Agenda Item #11.
GENERAL PROVISIONS
. The Contractor shall demonstrate the entire system to the Department, proving that all
remote control valves are properly balanced, that all heads are properly adjusted for
radius are of coverage and overspray, and that the installed system is workable, clear,
and efficient. No irrigation water shall enter the roadway.
59 -3. 8 Instructions:
A. Remote Control Legend: Attach a typewritten legend inside each controller door that states
the areas covered by each remote central valve.
B. Maintenance Personnel: Auer the system has been completed, inspected and approved, the
Contractor shall instruct the Owner's maintenance personnel in the operation and
maintenance of the irrigation system,
C. Provide all manuals, product. literature, Warranty Certificates, ke s, etc. to the Department R
Streetscape Section.
9 - 3,09 flans;
Substantial deviations from piping layout 2' or more) shall be recorded as Work progresses and
an as-built plan of the sprinkler system shall be famished to the Owner as a condition of completion
of Work. Forward all bare logs and profiles, tests results and permit copies to the Department -
Streetseape Section.
590-3.10 Guarantee:
All equipment, material, and labor shall be guaranteed by the Contractor for a period of one 1
year after Substantial Completion ofthe Project. Any defects found, either in materials or
workmanship, during the period shall be immediately corrected at the Contractor's expense.
END OF SECTION
SECTION 595
IRRIGATION N WELL CONSTRUCTION
SECTION 595 IS ADDED TO THIS SPECIFICATION
595-1.00 General
G -1 3
Page 561 of 1201
Agenda Item #11. GENERAL PROVISIONS
9 - ,01 Related Documents and General Conditions:
Drawings and General Provision of Contract, including General Supplementary Conditions apply
to Work of this Section. The Contractor shall keep a copy of all Contract Documentson-site at all
times including drawings, all Specifications and Codes mentioned above, and copies of all logs,
and correspondence. All Fork shall be done in accordance with all applicable o dinances, laws,
codes and regulations. Any charges required by these ordinances, laws, codes and regulations
shall be made at no additional expense to the Owner.
595- 1,02 Scope of Work:
The Work covered by this Section of the Specifications shall include, but not be limited to, the
following:
A. All labor, equipment,ent, material, and operations necessary for construction, development, and
testing of the proposed well (see SECTION - 590IRRIGATION SYSTEM
CONSTRUCTION SPECIFICATIONS).
B. All labor and materials necessary to connect well to a specified pump (see SECTION -
90IRRIGATI N SYSTEM CONSTRUCTION SPECIFICATIONS).
C. Drill well to a depth as necessary to achieve the required water flow and water duality.
D. The Contractor shall apply for and pay for all permits and licenses required for execution of
the Work. Any required signatures by Department officials will be provided. The Contractor
shall arrange for, and be present during, all required inspections. Any required additional
Work or materials resulting from inspections under the above permits shall be provided at
no cost to the Owner.
595- 1.03 Quality Assurance:
A. The Contractor shall inspect the site to deter lne conditions to be encountered during
construction noting all existing and for proposed utilities(see SECTION-590IRRIGATION
SYSTEM CONSTRUCTION SPECIFICATIONS for underground utility location
procedures).
B. The Contractor shall be responsible for any damage that occurs as a result of the construction.
This shall include, but not be limited to, the Owner's property, underground utilities, and
G - 44
Page 562 of 1201
Agenda Item #11. GENERAL PROVISIONS
vehicular traffic. The Contractor shall keep the work area neat a.nd orderly, continually
removing rubbish,waste material and temporary structures.
C. Protecting water Quality;
Take precautions to prevent contaminated water or water having undesirable physical or chemical
characteristics from entering the stratum from which well is to draw its supply. Prevent
contaminated water, gasoline, etc., from entering well, either through the opeumg or by
seepage through ground surfaces.
If well becomes contaminated or water having undesirable physical or chemical characteristics
eaters the well due to neglect, provide casings, seals, sterilizing agents or other materials to
eliminate eon tam* at* or shut off undesirable water. Provide remedial work at no cost to
the Owner.
Exercise care in performance of work to prevent breakdown or caving-in of strata overlaying that
from which water is to be drawn. Develop, pump or bail well until water pumped from the
well is substantially free from sand.
Protect work to prevent either tampering with the well or entrance of foreign matter during well
development. Upon completion,provide a temporary well cap.
D. f riller's Requirements: An experienced foreman or driller who has authority to take orders
from the Department is to be constantly in control of the well site. Upon request,the dr*ller
shall furnish well drilling information desired by the Department.
ment.
E. The Contractor shall guarantee the water well for one 1 year from the date of initial
acceptance by the Department. This shad include all material, workmanship, and well
performance,
9 - 1. 4 Abandonment of Drilling:
A. if it becomes necessary to abandon drilling operations before completion of a water
producing well, the Contractor shall follow all regulations for abandonment of the well as
required by local authorities having Jurisdiction.
B. Should abandomnent of drilling be necessary due to poor workmanship manship or negligence on the
part of the Contractor,no compensation will be allowed.
GP-14
Page 563 of 1201
Agenda Item #11.
GENERAL PROVISIONS
C. Should abandomment of drilling be necessary due to inadequate water supply or for another
reason that is deemed to be no fault of the Contractor by the Department, payment for the
Work shall be based upon the actual vertical footage completed and shall be paid at the
Contract Unit 'rice for Additional Well Depth t In Excess Of Base Depth, or as agreed upon.
5 5- *05 Submittals:
A. Prior to starting construction of the well, the Contractor shall submit to the Department for
approval are estimated schedule of the Work to be accomplished and a description of the
methods and equipment to be used during construction. The description shall include
methods he will use to drill, develop and test the well.
1 . The Contractor shall keep accurate logs of the i figation well and samples of materials drilled
through. Take samples of substrata formation at ten foot intervals and/or changes i
formation throughout the entire depth of the well.
Provide the following information to the Department for record purposes:
I. Casings: Diameter, thickness, weight per foot of length, depth below grade.
2. Pumping Test: Static water level,maximum safe yield,dradwn at a maximum yield.
3. Drilling Log: fog indicating strata encountered.
4. Alignment: Certification that the well is aligned and plumb within specified tolerances.
The Contractor shall keep an accurate record of the order, number, size and length of the
individual pieces of pipe as assembled In the well. The records shall be delivered to the
Department upon completion of the Work.
C. The Contractor shall provide to the Department a physical and chemical analysis of water
from the finished well. Make the analysis, certified by an approved testing laboratory, in
accordance with local requirements, to include the following: total dissolved solids, silica,
iron, p , sulfur, chloride, and salt content.
5 5— .00 Products
595- 2,01 Materials.
A. Casings:
GP-14
Page 564 of 1201
Agenda Item #11. GENERAL PROVISIONS
The irrigation well easing shall be new black steel pipe, Schedule 40. The joints
may be welded or threaded coupling.
B. Grout:
Grout shall he NSI ASTM C 15 0, type shall snit project conditions.
595-3.00 Execution
595-3,01 Well Construction.,
A. Annular space shall be continuously filled with grout, with process being completed in a
single operation. Subsequent work in the well, such as drilling or other operations, shall he
suspended for 72 hours after grouting of easing. The only exception shall be when quick-
setting cement is used,-when Work may proceed after 24 hours.
B. Install permanent easing with a temporary well cap. Installation of the well cap shall be
coordinated with the pump system installer.
C. The well shall he of sufficient size to produce a continuous supply of water at an acceptable
duality and specified capacity.
5 5- 02 Well development:
A. The well shall be developed by such methods that will effectively extract, from a water
hearing formation, the maximum practical quantity of sand, drilling mud and other fine
materials in order to bring the well to maximum yield per foot of dra do n and to a sand-
free condition. This Work shall he perfornned in a manner that does not cause any undue
settlement or disturbance of the strata above the water hearing formation,nor disturb the seal
around the well casing, thereby reducing the sanitary protection otherwise afforded by the
seal.
B. Development of the well shall continue until water pumped from the well,at a maximum test
pumping gate, is clear and free from sand and other de *s that is larger than . 30" in
diameter. The water shall be considered sand-free when no samples taken during the test
pumping contain more than 2 parts per million of suspended solids per weight. The
Contractor shall submit to the Department certification from an approved testing laboratory
that indicates the results of the 'Won-Filterable Residual's (total suspended solids) test, as
specified in the EPA Manual, Section 160.2. A sufficient amount of water to insure a
detection limit of less than 2 PPM rug L must he filtered.
G -147
Page 565 of 1201
Agenda Item #11. GENERAL PROVISIONS
95-3,03 Testing Of Well For Plumbness and Alignment:
A. Set casing plumb and true to line. At a minimum, tests for plumbne s and alignment shall
be made after construction of the well and before its acceptance. Additional tests may be
required during the performance of the work.
B. Test alignment of the well by loweringpipe e approximately 40 feet in length to a depth of
0 feet. The pipe used for the alignment test shall be not more than 1/" smaller in diameter
than the portion of casing or hole being tested at the time. The pipe must pass freely through
the casing or hole.
C. The well casing shall not be out of plumb more than 23 of the diameter of the casing per
100' oflength. If the well does not pass this test, the Contractor shall be responsible for
repair or replacement of the well.
595-3,04 Testing well For Yield and rawdo :
1. Final pumping tests shall be conducted only after the well has been fally constructed,cleaned
out and depth of well accurately measured.
11. A variable capacity test pump shall be provided that has a minimum capacity of the maximum
expected yield at total head equal to drawdwn in the well, plus the head loss in the pump
column and discharge piping.
111. The Contractor shall provide enugb discharge piping for pumping unit to conduct water to
a point of disposal that will avoid a nuisance or endangerment to adjacent proper. Provide
and maintain any equipment needed for measuring flow of water such as a weir box, orifice
r water meter. The elevation of the water level in the well will then be measured.
Iv. All labor, power and other necessary materials, equipment ent and supplies required to operate
the pumping unit shall be supplied by the Contractor. The final testing for each well shall
consist of four hours of continuous pumping after maximum dr wdown has been reached.
After completion ofthe final test,foreign.natter such as sand, stories or other debris shall be
removed from the well by bailing, sand pumping or other approved methods.
V. After the test pump and auxiliary equipment have been installed, the Department shall be
notified a minimum of 3 days prior to the start of any test pumping. Conduct test pumping
s follows:
l. Record initial water elevations in the well.
GP-148
Page 566 of 1201
Agenda Item #11.
GENERAL PROVISIONS
2. Start test pump and make adjustments to bring pump to required pumping rate.
3. Record readings of water level in the well and pumping rate at 30 minute intervals.
. water samples shall be taken for analysis at the beginning and at the end of the pump
test.
VI. Upon completion ofthe pumping test, record the returning levels in the well at 15 minute
intervals until % of the well capacity is reached. Prepare notations so that a curve of the
recovery rate may be plotted.
III. Provide all test results and other required submittals to the Department.
-3,04 Disinfection Of Well:
A. Use disinfection procedures as required by local government agencies. The well must be
cleared of foreign substances after all development work has been completed and it has been
satisfactorily tested. Casings should be swabbed, using alkalis if necessary, to remove
foreign substances.
B. The well shall be disinfected with a chlorine solution of sufficient icient strength to provide a
minimum chlorine to water ratio of 100 parts per million within the well. The chlorine
solution shall be introduced into the well using gravity, pump or drop feeder. A contact
period of 24 hours shall be attained; then the well shall be pumped until the chlorine residual
is less than 0.2 parts per million.
END of SECTION
SEMON 800
SPECL L CONDITIONS—ASBESTOS—
PROCEDURES FOR DEMOLITION of STRUCTURES—
ASBESTS MATERIAL REMOVAL
SECTION 800 IS ADI)ED TO THIS SPECIFICATION
General
This Section is included for the removal and disposal requirements of asbestos material
encountered during construction, whether or not it is indicated on the Plans. The following are
special conditions and procedures for the Demolition of Structures and handling and disposal of
asbestos cement pipe.
GP-14
Page 567 of 1201
Agenda Item #11.
GENERAL PROVISIONS
SECTION I of 3: ASBESTOS NOTIFICATION
Federal and State asbestos regulations require, prior to demolition of structure:
. A spection for asbestos-containing Materials ACM
2. Removal of specified ACM, and
3. An asbestos notification of demolition received at least tern 10 Working Days prior to
demolition.
To meet requirements#1 and #2 above,the Department has surveyed the structure in this Work
Order for the presence of ACM and every effort has been made to remove Regulated Asbestos
Containing Material(RACM)and Category 11 Nora-Friable ACM e.g.,asbestos-cement board and
shingles before releasing this project to the Contractor. Verification of this Work is attached to
this Work Order. If not attached,it is the Contractor's responsibility to contact the Project Manager
of the Department overseeing this Work Order, or the Department's Risk Management Loss
Control section to obtain:
1. A copy of the pre-demolition asbestos inspection report; and
. A copy of Risk Management Loss Control's memo of approval to proceed to next phase
addressed to the Department overseeing the project.
To meet requirement above, the Contractor is responsible for submitting a complete and
accurate asbestos notification of demolition form,, titled "Notice of Asbestos Removal Project"
i.e., NESHAP notification, 40 CPR Part .14 b , for each separate address to be demolished
to the below listed agencies at least 10 Working Day.Dqy. or to demolition. The forms are available
from the Florida Department of Environmental Protection DFP and Loss Control.
SEND oRGINA O: SEND COP TO:
Asbestos Coordinator P C Risk Ma ag menV .joss Control
Florida Dept. of Environmental Protection 160 Australian Avenue, Suite 401
400 N. Congress Avenue 'west Palm Beach,FL 33416-1229
West Palm Beach, FL 3340 Pax; 1- 33- 44
The Contractor must immediately notify the Project Manager of the Department overseeing the
project and Loss Control [phone 5 1- 33- 430] if the demolition Start Date changes. No
demolition may begin before the Start Date on the NESHAP oti rcation, and no demolition may
occur without a notice to proceed from the County department. 1t is the responsibility of the
Contractor to call and submit remised NESHAP notifications to the above listed agencies, adhering
to required NESHAP tirrherarhhes.
The Contractor is responsible for physically checking the structure(s) before submitting the
NESHAP notification to ensure that all RACM and Category 11 ACM, as identified in the pre-
demolition asbestos inspection report, have been removed. If RACM or Category 11 ACM i
GP: 5
Page 568 of 1201
Agenda Item #11.
GENERAL PRovISIOITS
discovered, or 1s in poor condition i.e. not intact), immediately contact the Department's Project
Manager or Loss Control.
SECTION 2 of : WORK PRACTICES
Compliance nth the following regulations is the demolition Contractor's responsibility:
L Environmental Protection Agency (EPA) I TESHAP 40 C R Part 61 Subpart M --- National
Emission Standard for Hazardous ,Air Pollutants, updated August ;
2. Occupational Health and Safety Administration (OSHA) Construction Industry Standard, 29
CF'R 192 .1101;
. EPA "A Guide to Normal Demolition olition Practices Under the Asbestos I ESHAP", September
1992;
. Asbestos NESHAP "Adequately Wet Guidance", December 199 ; and
. OSHA Standard interpretation, dated August 13, 1999, "'Requirements for demolition
operations involving Materials containing <1% asbestos".
The above regulations include utilizing vet demolition methods and prohibition of recycling the
Substructure with presumed or confirmed Category 1 ACM. Written permission from the
Department to the Contractor is needed for said recycling.
SECTION 3 OF : COMPETENT PERSON
The Contractor must have a competent person on-site who: 1 is capable of identifying existing
asbestos hazards in the workplace, 2 is capable of selecting the appropriate control strategy for
asbestos exposure, and has the authority to take prompt corrective action to eliminate them.
This person must be trained in accordance with OSHA and EPA.
END OF SECTION
SECTION 987
SOIL LAYER MATERIALS
DELETE SECTION 987 IN ITS E TII ETV AND SIMSTITI-ITE THE FOLLOWING:
9 ' -1 Description
All material shall be suitable for plant growth. The organic matter content of the prepared soil
layer after mixing shall be a minimum of 2. %, a maximum of 1 %, in accordance with FM 1-T
267 and shall have a pH value of 6.0 or greater and less than or equal tol as determined in
accordance rdance with FM - . The organic matter content shall be created using any of the following
Materials.
P-11
Page 569 of 1201
Agenda Item #11.
GENERAL PROVISIONS
987-2 Materials
Prepared soil layer Materials may be obtained from either, or a combination of the following
sources:
(1) E within the if its of construction on the project. Such material may he stockpiled
or windrowed on the project in areas approved by the Engineer.
(2) Designated borrow pits for the project.
(3) From other sources of organic soil Materials provided by the Contractor.
9 -2.1 Organic Soil
This may consist of muck,mucky peat and peat and shall have an orgam*c matter content of 0%
or more if the mineral fraction is more than 0% clay, or more than % organic ratter if the
mineral fraction has no clay.
987-2.2 Blanket Material
Meet the material classification shown on the Plans and Design Standards, Index No. 505.
987-2.3 Compost
Meet the requirements of Florida Department of Environmentad Protection Rule 62.709.550 Type
Y (yard waste), Type YM (yard waste and manure), Type A (municipal solid waste compost) or
Rule 62.640.850 Type AA (composted iosolids)and have unrestricted distribution.
987-2.3.1 Compost for Use as a Soil Amendment
f the electrical conductivity EC value of the compost exceeds 4.OdS mmhos./cm) based on the
saturated paste extract method, the compost shall be leached with rater prior to application.
987-2.3.2 Compost for Use as a Mulch
The compost shall contain no foreign matter, such as glass, plastic or metal surds. The compost
shall be slightly curse to coarse in nature (over half of the solids shall be from particles l 2 inch
in size and no greater than 6 inches). preference shall he given to compost or mulch made from
uncontaminated woody waste Materials.
END OF SECTION
G -1 52
Page 570 of 1201
Agenda Item #11.
DR-FVEWAY CONSTRUCTION RELEASE
The Contractor shall have the included "Right of Entry and Release Agreement for load and
Driveway Construction" form executed by each propel owner as needed, where driveway
construction is required,
The Contractor shall be responsible for all coordination with the propel owners for this
construction. The Contractor shall provide the County with copies of these executed agreements.
These driveways shall be constructed in accordance with the Plans and the Specifications or as
directed by the Engineer. The quantities are included in the " concrete sidewalk (driveways)
item, "base item and asphaltic concrete item for the construction of these driveways.
SPECUL DRrVEW NOTES AND SPECMCATIONS
. Contractor shall work in conjunction with the Engineer Mn contacting and coordinating with
property owners of parcels bordering this roadway, as directed by the Engineer.
. Contractor shall obtain written permission from property owners for driveway construction
and for approval of driveway staking, as directed by the Engineer.
3. Property owners sal have the option of selecting a circular driveway, a"T"type driveway or
other modification as approved by the Engineer. The selection is subject to existing site
conditions and compatibility to existing driveways.
. driveway construction shall consist of " concrete on a compacted Sugrade or Serave
Asphalt Concrete (Traffic Level Q 1.5" course on a "base, as directed by the Engineer, to
match the existing driveway.
5. If the asphaltic concrete option is required, the entire driveway may be resurfaced.
. During driveway construction, temporary access and parking shall e provided,
'. Reins incidental to driveway construction shall be included in the square yard price for the
items listed above. Such items include clearing and grubbing, excavation earthwork, grading,
restoration of sodding,landscaping, sprinkler systems and all other Fork that may be required
to complete driveway construction.
-1
Page 571 of 1201
Agenda Item #11.
RIGHT CIF ENTRY AND RELEASE AGREEMENT
FOR ROAD AND DRIVEWAY CONSTRUCTION
PROJECT`''+NAME:
PROJE i NO i r
PROPERTY ADDRESS.
PROPERTY OWNER.
CONTRACTOR.
TfHS AGREEMENT entered into this day of , by and between Fain
Beach COUNTY (hereinafter referred to as COUNTY),, Its Contractor and
(herein referred to as OWNER), provides as follows:
WHEREAS, the COUNTY is desirous of completing the construction of
and as part of this project is willing to construct circular
driveway and/or driveway modifications on OWNER'S land to aid in OWNER'S ingress and egress; and
WHEREAS, in order to construct said driveways it is necessary for the COUNTY to enter upon the above
described property of O�ER and to perform various excavating and co sect ;mks thereon;
WTEREAS, the COUNTY agrees to construct the driveway and/or driveway modification for the benefit
of the OVER, the COUNTY wishes the OWNER to assume full responsibility for design, location,
maintenance, and liability for driveway improvements and/or modifications upon completion of the
construction.
NOW,THEREFORE, in witness of the above,and in consideration of the COUNTY agreeing to construct
said driveway improvements, and for other good and valuable consideration in hand received, o"ER
hereby grants unto COUNTY, their Employees, Agents, Contractors, Sub-contractors, and/or Assigns the
license and right to enter upon said land of OVER for the purpose of constructing circular driveway
and/or driveway modifications for the undersigned OWNER.
IT IS FURTHER AGREED that the previously referenced considerations, OWNER, hereby releases and
holds the COUNTY lrarnless from any damages that result or might result to OWNER'S property as a
result of the COUNTS'",the Employees,Agents,Contractors, Sub-contractors and/or Assigns coming upon
said land for the purposes previously stated.
IT IS FURTHER AGREED that the license and r*ghts granted herein shall cease upon completion and
finalization of the Contract upon which said construction is performed.
IT IS FURTHER UNDERSTOOD AND AGREED that upon completion of construction, OWNER
assumes ownership and responsibility for driveway location, maintenance and liability regarding said
driveway improvements and agrees to indemnify, and bold the COUNTY harmless from all clams and
liabilities that may arise out of the design, existence, location, or maintenance of said driveway.
WITNESS Signatures.................... ..... OWNER/AGENT Sig a i.r
e)
WITNESS (Print Name) WN R AG NT Print Dame)
E-2 Page 572 of 1201
Agenda Item #11.
PERMITS
The Contractor is advised that the following pages are copies of the applicable permits for this
project. If a permit document includes copies of plan sheets, those pages may not be included
herein, but are available from the Department upon request or from the permitting agency.
All general and special conditions required by specific permit(s)shall be executed accordingly and
it is the Contractor's responsibility to ensure compliance ce with said conditions.
Any permits requiring "as-built'' information and/or certification shall be prepared by
professional engineer or land surveyor licensed in the state of Florida and shall be the responsibility
f the Contractor.
The Contractor is responsible for assuring the completion of appropriate construction
certifications, and submittal of the construction completion eertif icatio s t per i in agencies as
required by each permit referenced in these documents.
All costs associated with meeting said requirements, if not included in a bid item, shall b
incidental to the Contract and no compensation, either monetary or time, shall be considered.
The Contractor agrees that the entiretl.of the 1)ermits listed below
shall govern,
Contract Permits
Location ull Permit
PermitNumber Permitting Agency Documents
TBD TBD TB
PER
-1
Page 573 of 1201
Agenda Item #11.
Form.J#EBO v-
SBE PARTICIPATION EVALUATION FORM
DATE ENT: 10116125 CONTRACTS MANAGER: Holly Knight, P.E.
PROJECT NAME:
PROJECT## 2025055
Pathway and Minnor Continuing r is
USER DEPARTMENT: Engineering SOLICITATION OPENING DATE: October 1 , 025
O C ESTABLISH ED API: The API set for this project is 10% SBE minirnum mandatory
KEY(S) FOR DETERMINATIONS:
:
1 YES
N O
( ) NOT APPLICABLE
Respondents with an asterisk * did not submit schedules.
RESPONDENT IF GOAL PERCENTAGE
RESPONDENTS DENT IS A CERTIFIED APPLIES, F BE
BE RESPONDENT UTILIZATION
IS RESPONSIVE
Wynn and Sans Environmental Construction Co, LLC 2 1 13.3 %
Evaluation NOTES; See the attached review.
Evaluated BY: Robin in Arguello Approved by. SM I
le& 444)111;�
Signature: Signature
Date:
1 225 Date: 0 1 It- X-T
*Rev.:D .05. 5 pursuant to Emergency Ordinance 1 ,approved on June 3,,2025
Page 574 of 1201
Agenda Item #11.
2 1
Certification Expiration Bid Amount/Price/Percent:
Status Date
Prime Respondent: Wynn&Sons Environmental Bid Amount
Construction Co., LLB ($ o 9800110. O)
Amount Less Contingency
Subcontractor/sub consultant Name Supplier
J. Rawn Enterprises Inc. B 8 $ 3 , 75. "1
P 3. 1 �J
Fire Line Stripping SBE0 7 $ , 5. 0
%
P Britt Trucking&Transport Inc. SBE 6 13 ,040,000.00
. %
TOTAL SBE PARTICIPATION 1 .
Evaluation Comments,-, Wynn&Boas Environmental construction Co,LL (RESPONSIVE)
Page 575 of 1201
B compliance forte Pathway I� innor Continuing ServeProject � � 5
Agenda Item #11.
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Page 576 of 1201
Agenda Item #11.
EBO FORMS
OEBO LETTER of INTENT—SCHEDULE 2*
A completed Schedule 2 is binding document between the Prime contractor/consultant and a Subcontractor/subconsuttant Ltor
any tier and should be.treated as smb.All Subcontractors/subconsuItants, including any tiered Subcontractors/subconsultants,
must properly eyecute this document. If a Mandatory API goal applies, failure to submit a properly executed Schedule 2
will result in a determination of non-responsiveness to the solicitation. Each properly executed Schedule 2 must be
submitted with the bid/proposal.
10
SOLICITATION/PROJECT NUMBER: 6C V_ 17 _
SOLICITATION/PROJECT NAME: 1-1 1SCi'.V1005Ci*ArftCr
Prime Contractor. -- &V,.V
ri7fS1 Subcontractor:
(Check box(s)that apply) c p t6c
❑ SBE ❑ Non-SBE ❑Supplier Date of Palm Beach County Certification(it applicable):
SSE PARTICIPATION—SBE Primes must document all work to be oerforrned by their own work€orcg on this fgrm. Specify in detail,the scope of
work to be performed or items supplied with the dollar amount and/or percentage for each work item. When applicable,identify the line item(s)
associated with the service/product being supplied.SBE credit will only be given far the areas in which the SBE is certified.A detailed quote/proposal
may be attached to a properly executed Schedule 2 for additional information.
Line Item Description Unit Price (quantity/ Contingencies/ Total Price/Percentage
Item Units Allowances
A6 ME cm "Ov
etnv Acre
The undersigned Subcontractor/subconsultant is prepared to self-perform the above-described work in conjunction with the aforementioned project
q0 4 - _-MEOW
at the following total price or percentage:
If the undersigned intends to subcontract any portion of this work to another Subcontractor/subconsultant,please list the business name and the
amount below accompanied by a separate properly executed Schedule 2.
5? t --' Price or Percentage; Z)dVO,00 O C
Name of 211d/V tier Subcontractor/subconsuitant
Print Name of Prime Print Name of Subco actor ores Cant
By: By:
Authorized Signature Authorized Si a
Ink
eft.
not name Prhe i Name
v Qre f"
Title Title
Date: Date:
levised 6.5.2025 pursuant to Emergenq Ordinance 7.025-014,approves onjune i,zoz3 hans.Ild discover.pbcgov.orgloebolPageslDOCull ents.aspx
EIBO-2
Page 577 of 1201
Agenda Item #11.
EBo FORMS
OEBO LETTER OF INTENT—SCHEDULE 21"
A completed Schedule 2-Is a binding document between the Prune Contractor/consultant and a Subcontractor/subconsultant for
any tier)and should be treated as such.All Subcontractors/subconsultants, including any tiered Subcontractors/subconsultants,
mutt properly execute this document. If a Mandatory AID) goal applies, failure to submit a properly executed Schedule 2
will result in a determination of non-responsiveness to the solicitation. Each properly executed Schedule 2 must be
submitted with the bid/proposal.
SOLICITATION/PROJECT NUMBER:
SDEICITATION/PRCIJECT NAME: e_ 64 � Y' C f
2
Prime Contractor. �;o vs w L Subcontractor:
Check box(sl that a
❑ SBE ❑ Non-SBE El Supplier 'Date of Palm Beach Counter Certification(if applicable):
SBE PARTICIPATION—SBE Primes must document all work to be performed 6y their own work force on this form. Specify in detail,the scope of
work to be performed or items supplied with the dollar amount and/or percentage for each work item. When applicable,identify the line item(s)
associated with the service/product being supplied.SBE credit will only be given for the areas in which the SBE is certified,A detailed quote/proposal
may be attached to a properly executed Schedule 2-for additional information.
Line Item Description Unit Price Quantity/ Contingencies/ Total Price/Percentage
Item Uarts Allowances
0't ;L I
1 7l it i A!=4L .�
1 't -1=I (+ 3Leo
'�w
7,
j Oleh
& "
A-a*J V jjo-zo I �! acop, frz�
The undersigned Subcontractor/subconsultant is prepared to self-perform the above-described work in conjunction with the aforementioned project
at the following total price or percentage:
If the undersigned intends to subcontract any portion of this work to another Subcontractor/subconsuhant,please list the business name and the
amount below accompanied by a separate properly executed Schedule 2.
Price or Percentage: i
Name of 2',d/3,6 tier Subcontractor/subconsuftant
- - - -- - - —-�sir = ---�: :�s�._ - �-•�`�
Print Aame of Pri �T _ - Print Dame of su r/su sulkant
By:�
Auth rized Signature '` Authorized Signature
Print Name Print blame
Title r1de
Date:
/ -/
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EBO—
Page 578 of 1201
Agenda Item #11.
EBo FORMS
OEBO LETTER OF INTENT—SCHEDULE 2*
A completed Schedule 2-is a binding document between the Prime Contractor/consultant and a Subcontractor/subconsultant 001
If• y
any tier and should be treated as such.All Sub contractors/subconsultants, including any tiered Subcontractors/subconsultants,
must properly execute this document. If a Mandatory API goal applies, failure to submit a properly executed Schedule 2
will result in a determination of non-responsiveness to the solicitation. Each properly executed Schedule 2 must be
submitted with the bid/proposal.
SOLICITATION/PROJECT NUMBER:
SOLICITATION/PROJECT NAME:
Prime Contractor: - V, &71% Subcontractor:
Check box(s)that ap1y 00 L,J.-.
0 SBE 0 Non-SBE Q Supplier Date of Palm Beach County Certification(if applicable):
$HE PARTICIPATION!—SBE Primes must document all work to he performed by their own work forte on this form. Specify in detail,the scope of
work to be performed or items supplied with the dollar amount and/or percentage for each work item. When applicable,identify the line item(5)
associated with the service/product being supplied.SBE credit will only be given for the areas in which the SBE is certified.A detailed quote/proposal
may be attached to a properly executed Schedule 2 for additional information.
Line Item Description Unit Price Quantity/ Contingendes/ Total Price/Percentage
Item Units Allowances
I ad 1.4
06 25"
The undersigned Subcontractor/subconsult nt is prepared to self-perform the above-described work.in conjunction with the aforementioned project
at the following total price or percentage
If the undersigned intends to subcontract any portion of this work to another Subcontractor/subconsultant,please test the business name and the
arnaunt below accompanled by a separate properly executed Schedule 2.
12 Price or Percentage:
Name of Zrd/3,d tier Subcontractor/subconsultant
1
. e-�-AV k rim � �� � I
Print Name of Prime Print Name f Su corral
By. By:
Au orized Signature Authorized Signature
rj ame Print Name
o'iI'� r
Title Tare
Date. too/ Date: /'V
Revised 6.5.2025 pursuant to EmergencV Ordinance 7075-014,approvEa on June s,zoz5 httpS.1/discover.,obe ov.oY oebolPagesIDocu ents_a.vpx
EO-2
Page 579 of 1201
Agenda Item #11.
EBO FORMS
oEBO LETTER of INTENT-SCHEDULE
A completed Schedule 2 is a binding document between the Prime Contractor/consultant and a Subcontractor/subconsultant for
any tier and should be treated as such.All Subcontractors/subconsultants, including any tiered Subcontractors/subconsultants,
mutt properly execute this document. if a Mandatory AN goal applies, failure to submit a properly executed Schedule 2
will result in a determination of non-responsiveness to the solicitation. Each properly executed Schedule 2 must be
submitted with the bid/proposal.
SOLICITATION/PROJECT NUMBER: V
SOLICITATION/PROJECT NAME: I"-r cri."S W 0 1 S21V t w5 •
04L ti A-0e_
Prime Contractor4apin
- v 7117- Subcontrador: i
Check box s tha � 1" '. w 00 LLIt..
SBE ❑ Non-SBE ❑Supplier Date of Palm Beach County Certification(if applicable):
SBE PARTICIPATiON—SBE.Primes must document all work to be perforrne� by their own work force on this form. Specify in detail,the scope of
work to be performed or items supplied with the dollar amount and/or percentage for each work item. When applicable,identify the line items)
associated with the service/product being supplied.SSE credit will only be given for the areas in which the SBE is certified.A detailed quote/proposal
may be attached to a properly executed Schedule 2 for additional information.
Line Item Description Unit Price Quantity/ Contingencies/ Total Price/Percentage
Item Units Allowances
lqp:hw t 57W - - C?
' '4r
:7
TWA& � ,a
A&-
26,
The undersigned Subcontractor/subconwltant is prepared to self-perform the above-described work in conjunction with the aforementioned project
at the following total price or percentage:
If the undersigned intends to subcontract any portion of this work to another Subcontractor/sub consultant,please list the business name and the
f amount below accompanied by a separate properly executed Schedule 2.
#26 Price or Percentage: q
Name of Zoo/311 tier Subcontracto subconsultant
Print Name of Pri Print Name of bcon a r/subconsul nt
By: By: -
Authorized Signature Authorized Signature
V19
161 % I
A - -La" 0X'_V
Prinrlirmz Print Narne
I V P
Title Title
Date: /PJJ40 Date: 10 /to
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EB -
Page 580 of 1201
Agenda Item #11.
EBO FORMS
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Page 581 of 1201
Agenda Item #11.
EBO FORMS
Palm Beach County
Office of Equal Business Opportunity
Subcontracting Coal — Waiver Request Form
PROECT NAME; DATE:
COMPANY NAME, CONTACT NO.:
CONTACT PERSON: CONTACT EMAIL:
In the sections below, points will ONLY be awarded if the firm has fully satisfied the criteria. More information regarding
Subcontracting Coal-Waiver Request Evaluation Criteria. Contractors/Consultants most obtain a total of 80 or more points to receive
a waiver approval. vendor Directory is accessible through the Office of Equal Business Opportunity website
(httg://discover.r)bcp,ov.orglosba/Pap,es/Vend�,rrectory.asi) )
PART I: Sufficient Commercially Useful fork Identified to Meet Points:
Subcontracting Coal
Please provide documentation and supporting evidence to show how the criteria was fulfilled. 1.5 points possible:
Ej List the specific scope of work identified for each of the SBEs contacted
Ensure the scope of work identified for SBEs is greater than or equal to the subcontracting goal(s)
Additional comments, if any
PART II: Initial Communications to Potential SBE Subcontractors Points: .
Using EBo Portal/Website Posting of Subcontractor Solicitations/Outreach Efforts
Please provide documentation and supporting evidence to show how the criteria was fulfilled. 40 points possible:
❑ Contact at least three(3)SBEs in the EBO Vendor Directory for each scope of work identified to be
subcontracted in Part I(ernalls/call logs/fax),one(1)week prior to pre--bid meeting date.
❑ Include current documentation of searches from the EBO Vendor Directory.
❑ Notify SBEs within at least 2(two)weeks prior to the bid opening date,using at least three(3)digital
media outlets(e.g.website,newspaper,trade association,publication,minority focus media)
El Additional comments,if any
PART III: follow-up Communications& Bid Negotiations with Points:
Potential Subcontractors
Please provide documentation and supporting evidence to show how the criteria was fulfilled. 30 points passible.
❑ Promptly follow-tip with SBEs after the initial solicitation at least 2(two)weeks prior to the bid opening
date,during normal business hours by telephone,email,or fax.
❑Include a written statement with contact information on all subcontractors contacted to include the
following:
11 Name of the subcontractor/firm and the contact person(s)
E Telephone and Email address
U Scope of work the subcontractor indicated they would perform
11 Notes regarding the outcome of the contact
i__, Dates of contact and Dates of Negotiations
L1 The negotiated price
Bids received from subcontractors that could provide a commercially useful function
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EBB-
Page 582 of 1201
Agenda Item #11.
EBO FORMS
❑ Additional comments, if any
PAIN IV: Attendance at Pre-Bid Meeting Points::
County staff maintain documentation regarding regording attendance at the pre-bid meeting. 5 points possible:
Below list the individuals from your staff/firm that attended the re-bird meeting
PAIN l: offer Assistance in Securing Financing, Insurance# Points: �.
or Competitive Supplier Pricing
Pleose provide documentation and 5upporting evidence to show how the criteria was fulfilled. 10 points possible:
❑ Provide easy access to plans and specifications for SBEs
El Provide competitive pricing
El Make efforts to assist interested business in obtaining financing, bonds, and insurance required for
the County project/bid
Provide written documentation of the type of assistance offered
L Company name, contact person and telephone number
Name of person who provided the assistance
❑ Provide the name,contact person}contact information the competitive pricing offered by the
Supplier.
❑ other efforts (if any, list below)
I TRACT I S SLILTAl TS MIST OBTAIN A TOTAL of 80 OR MORE POINTS TO RECEIVE A WAIVER APPROVAL.
CONTRACTORS/CONSULTANTS WILL BE CONSIDERED NON-RESPONSIVE TO THE ENTIRE SOLIOTATION UPON DENIAL OF THE
SUBCONTRACTING WAIVER REQUEST. FOR MORE INFORMATION OF THE SUBCONTRACTING WAIVER CRITERIA OR FOR
ASSISTANCE 0 N COMPLETIf THE S U BCO NTRA TING WAIVER RE LIEST FORM,,PLEASE CONTACT THE OFFICE OF E QUAL BUSINESS
OPPORTUNITY AT( 1)616-6840.
THE UNDERSIGNED AFFIRM.S/CERTIFIES THAT ALL INFORMATION CONTAINED IN THIS FORM IS ACCURATE ANDCOMPLETE;
UNDERSTAND THAT IF THIS REQUEST FOR WAIVER IS DENIED AND I FAIL TO MEET THE REQUIREMENTS OF THIS SOLICITATION, MY
RESPONSE TO THIS SOLICITATION WILL BE DEEMED NON-RESPONSIVE TO THE ENTIRE SOLICITATION.
Signature Print Name/Title
Approved
Manager, Office Equal i denier! TOTAL SCORE: _ _ �. 10
Business Opportunity
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Page 583 of 1201
Agenda Item #11.
EBo FORM
REQUEST FOR SBE SUBSTITUTION/
_ ����A:0 LduwI0 E B 0 ADDITIN/MODIFIATiON/REnnOAL4
INSTRUCTIONS FOR SECTIONS 1 TO 3:PRWE CONTRACTOR COMPLETES ALL SECTIONS AS APPLICABLE AND
SUBMITS TO DEPARTMENT PROJECT MANAGER AND 0E50 OFFICE FOR APPROVAL.
Section 1: Prime Contractor/Consultant Information
Name of Prime Contact Person Phone
Project Dame Bid/Proposal/Project No. %SBE Participation-original
Original Contract Amount New Contract Amount %SBE Participation-new
Section 2: SBE Addition, Modification, Substitution or Removal*
Original Subcontractor/Sulu consultant %of Participation
Contact Person Phone
New Subcontractor/Sub consultant %of Participation
Amendment/Change Order/Contingency Amount(if Applicable)
Section : SBE Addition, Modification, Substitution or Removal*
Please attach completed Palm~Beach County SBE Subcontractor/consultant's Performance Report and Good Faith Effort
Form.*A separate and properly executed Schedule 2(Letter of Intent)is required to support any changes submitted on this
form,when applicable.
Approvals:
Dept.Project Signature: Date:
Manager
OEBO Signature: Dats:
Representative
PBC OEBO--Orig.12/31/2018
"revised 6.5.2025 pursuant to Erne-rgency Ordinance 202S-014,approved on June 3,2025
https.•l/discovet•.phcgov.o,•gloeholPages ocione s .
Agenda Item #11.
PROPOSAL FORM
(COMPANYNAME)
72&9 8n-w,,4ef-.e C0
(COMPA ADDRESS)
LAP 6eftck
(COMPANY CITY & STATE
(COMPANY ZIP CODE)
CONTACT NAME
PHONE NUMBER -'� �SO'"
FACSIMILE NUMBER
EMAIL ADDRESS
FEDERAL TAX J.D. DATt SUIWITTED
FOR THE CONSTRUCTION OF: PATHWAY AND NUN OR CON`Y`INtUN
SERVICES CONSTRUCTION CONTRACT
PALM BEACH COUNTY PROJECT No.202 055
TO THE BOARD T F COUNTY COMMISSIONERS OF
PALM BEACH COUNTY, FLORIDA:
'fie, the undersigned (Contractor), hereby declare that no person or persons, fun or corporation,
other than the undersigned, are interested in this Proposal as principals, and that this Proposal is
made Without collusion with any person, firm, or corporation, and that we are not on the
Scrutinized Companies List as stated on page SC-t, and we have carefully and to our Full
satisfaction examined the Contract Documents, and that we have made a full examination of the
location of the proposed work and the source of supply of Materials, and We hereby agree to
furnish and pay for all necessary labor, Equipment, Materials and services, fully understanding
that the quantities shown herein are approximate only and that we will fully complete all Work in
accordance with the Contract Documents and the requirements under them of the Engineer, within
the time limit specified in this Proposal for the following unit prices, to Wit:
P-10
Page 585 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
PC PROJECT# 00
FD T PAY ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT
ITEM NUKBER
EMERGENCY RESPONSE ITEMS
1 ILIA Emergency Response(<6 Hours) 10 E A 750,00 7,500.00
2 NIA Emergency response(6 Fours to 24 Fours) 20 EA 750.00 $ 152000.00
3 N/A Emergency Response(24 Fours to 72 Hours) 30 E $ 750.00 $ 222500.00
SUBTOTAL(EMERGENCY RESPONSE) 45,000.00
ROADWAY ITEMS
110-1-1 Clearing&Grubbing 200 725.00 1451000.00
5 110-1 Remove Existing Asphalt(Full Depth)(See Notes) _ 0,000 SY 1.80 $ 361000.00
120-1 ] e,War Excavation 10,000 CY $ 6.50 $ 652000.00
7 12 -1 Shallow Excavation(Depth<4 ft) 3,000 CY $ 8.00 $ 247000.00
8 120-6 Embankment(Compacted in Place) 2,500 CY S 7, 0 18,750.00
9 N/A Finish Existing lock Base(Includes Prime Coat) 1,000� S $ 5,75 $ 5,7 0.00
10 MIA Finish Grading 20,000 SY $ 2.80 5 ,000.00
11 2 5-x 4"Base(Includes Prime Coat) 15,000 SY $ 7.25 108,750.00
12 285-x "Base(Includes Prime Coat) 20,000 SY 11.00 $ 220,000.00
13 285-x 8"Base(Includes Prime Coat) 5,300 S $ 15.00 79,500.00
14 285-704 Optional Base Group 4 500 S $ 19.00 $ 9,500.00
15 285-707 Optional Base Group 7 10,000 S $ 19.00 190,000.00
16 2 -710 Optional Base Group 10 500 S $ 20.62 10, 10.00
17 28 -713 Optional Base Group 13 105000 S $ 25,50 255.1000.00
18 334-1 Asphalt Driveway(1 1/211)(Includes "Base) 1,800 SY $ 29.00 $ 5 ,200.00
19 327-70 Mil1 Existing Asphalt Pavement(<5,000 SY) 30 1l2 Darr S 4,975.00 1492250.0
20 N/A Portable Milling Machine 1,0001 HR S 95.00 $ 95,000.00
21 N/A Meuse Millings For Pathway( "Deep) 3,000 S $ 6.50 19,500-00
22 Misc.Asphalt(0-50 Tory Orders)(Includes Tack Coat)
33 �1 10 TN S 180.00 $ 27,000.00
(See Notes)
23 339-1 Misc.Asphalt(>50 Tory Orders)(Includes Tack Coat) 100 T $ 170. 0 $ 17,000.00
(See Notes)
24 334-1-13 Superpave Asphaltic Concrete(SP-9.5 Traffic Level 500 TN $ 170.00 853000.00
Q(0-200 Tort Orders)
2 334-1-13 Superpave Asphaltic Concrete(SP-9.5 Traffic Level 15,000 TN $ 144.0 ,160,000.00
C)( 200 Ton Orders) I
26 337-7-8 . Superpave Asphaltic Concrete(FC- .5 Traffic Level 500 TN $ 190.00 $ 95,000.00
C){ - 00 Ton Orders)
27 337-7-82 Superpave Asphaltic Concrete FC- .5 Traffic Level 5,000 TN $ 17 -00 $ 895,000.00
C)(>200 Ton Orders)
28 334-1-13 Superpave Asphaltic Concrete(SP-12.5 Traffic Level 2,000 TN $ 170.00 , 340,000.00
C)(0-200 Ton Orders)
29 3 4-1-13 Superpave Asphaltic Concrete(SP-1 .5 Traffic Level 4,000 TN $ 144.00 $ 57600,00
)(>200 Ton Orders)
30 NIA Pavement Texturing:Colored Coating(Standard 100 S y $ 100.00 $ 1010WOO
Formula)
Pavement Texturing:Colored Coating(Traffic 1 N7 100 SY $ 100.00 $ 10,000.
00
Formula
32 N/A Pavement Texturing:bleat&hnprint Existing 100 S Y $ 100.00 10,000.00
Pavement
33 NIA Pavement"Texturing:Imprint New Installation � 100 S Y $ 100.00 $ 10,000.0
4 N/A Pavement Texturing:Smiler Concrete 100i SY $ 100.00 $ 10,000.00
Page 586 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
BC PROJECT#2025055
D T PAY ITEM DESCRIPTION T UNITS UNIT PRICE AMOUNT
ITEM NUMBER
35 526-1-1 Paver Brick 100 SY 175.00 $ 17,500-00
36 526-1-1 1 Remove Pa er Brick 100 SY $ 40.00 $ 400.00
7 526-1-101 Reset Paver Brick -- - 100 SY 85.00 $ 8,500-00
SUBTOTAL(ROADWAY) 5,814510.00
DRAINAGE ITEMS
38 425-1- 11 het (Curb)(Type P-1)(<10') 10 EA 11,200.00 112,000.00
39 425-1- 15 Inlets(Guru)(Type Pit)(Partial-Top Only) 15 EA 9,200.00 $ 138,000.00
40 425-1-321 Inlets(Curb)(Type P-2)(<101) 10 EA 12, 0.00 $ 122, 00.00
41 425-1- 25 Inlets(Curb)(Type P-2)(Partial-Top Only 15 EA $ 10,200.00 $ 1532 00.00
42 425-1-351 Inlets(Curb)(Type P-5)( I r......n.� � 10 EA, $ w... ,750.00 $ 87,5 0-00
43 425-1- 55 lWets(Curb) Type P-5 (Partial-Top may) 15 EA. $ 6t,950.00 $ 10432.50,00
-- 44 425-1-361 I ets(Curb)(Type P-6)(<10' ...�.� 10 EA $ 9,200.00 $ �....� 92,00 .00
45 42 -1-35 Iudets(Curb)(Type P-6)(Partial-Top Only) 15 EA $ 6,950.00 $ 104,250.00
46 425-1-521 Inlets(Ditch Bottom)(Type Q 20 E $ 4,750.00 $ 95,000. 0
47 425-1-541 Inlets(Ditch Bottom)(Type I 10 A $ 5,500.00 55, 00-00
48 425-1- 10 Inlet(Closed Flume)(Type 1 ...... �.�..20 EA, $ 4,000.00 $ 0,000.0
49 4 -1- 1 _ I_ t(Closed Fluor ,double Barrel 5 _ ,000.00 20,000-00
5 110-4-10 I et(Remove and Dispose) 10 EA.._�. $ 1,500.00 m- 15, 00-00
51 425- - 1 Manhole(Type P-8 (<1 ) 20 E $ 5,450.00 $ 109,000.0
5 425-2-63 Manhole(Type 8)(Partial-Top Orly) 10 EA $ 3,250.0 32150.00
53 425-1 Steel Refi uli ne Frame&grate(Installed)(Index 2) 25 EA $ 2,500.00 $ 62,500.00
- ..........
54 425-41425-5 Adjust Existing Manhole or Inlet 25 EA $ 22 50,00 $ 56,250.00
55 425-7 Manhole Cove-(Replace) 10 EA. $ 2, 00.00 20,000-00
56 ..... 425- Manhole Cover(Adjust) 20 E $ 2,000.00 40, 00. 0
57 425-5 Manhole Riser(I"to 2") 25 EA $ 500.00 �12,500.0
58. ... 425-5 Manhole Rig and Cover(24")(Traffic Rated) 25 �EA, $ 2,500.00 $ wM 62,500.0
59 425-4 Modify Inlet&Install Retieuline Frame&Grate 5 M EA $ 2,500.00 $ 12,500.0
6 425-1......_.._...._-r. .__._J- Modify,Repair and/or Rebu d Existing Curb Wet W 10 E $ 2,500.00 25,000.0
61 425-6 Adjust Valve Box 200 E $ 100.00 $ � 205000.00
62 425-6 'halve Box Cover(Replace) 20 EA w 110. 0 $....._ w 2,200.t10
3 425-6 Valve Box Cover(Adjust) �w � 20 EA $ 200.0 �.4,000. 0
64 1 4-4- 00 Relocate Fire Hydrant 10 E $ 7,500.00 75, 00- 0
65 425-1„0 Yard Drain(Index 2 2) �..._...�... 10 E $ 2,600.00 26,000.00
66 430-175-115 -- Concrete Pipe Culvert(15"RCP) 200 .L .-.�. $ 140.00 $ 28, 00.00
7 430-175-118 Concrete Pipe Culvert(18"RCP) 1,000 LP �$ 147.50 $ 147,500.00
8 430-175-124 Concrete Pipe Culvert 24"RCP) _ 1,000 LF $ w..__ 157.50 - 157,500.0
9 4 0-175-130 Concrete Pipe Avert(3 "RCP) 1,000 LF $ V._ 207.50 -.. 207, 00.
00
70 430-175-136 Concrete Pipe Culvert(36"RCP) w--- 1,000 LF $ 262.50 $ 2 2,500.00
71 430-175-142 Concrete Pipe Culvert( "RCP) I3000 L $ 317.50 $ 317,500.00
72 430-175-115 HDPE Pipe Wvert 15" 500 Ifs $ 74.00. $ 37, 00- 0
73 430-175-118 HDPE Pipe Culvert 1 " Y 500 LF $ 100.0 $ 50,000.00
74 430-175-124 DPE Pipe Culvert(24" 500 LP $ 126.5 $ 637250.00
75 4 0-175-130�. PE Pipe Culvert(30" 500 LF � 177.0 � 88,500.00
7 4 0-175-136 PE Pipe Culvert(36" �..... 500 LF $ 177.00 �.� 88,500.00
77 43 -175-142 BDPE Pipe Culvert(42") _ 5011 LF $ 17T00 $ 88,500.00
7 430-175-145 HDPE Pipe Culvert(4 ") 500 LF $ 19& 0 $ w. 99,250.0
79 1430-175-115 Corrugated Polypropylene Pipe Culvert(15" 500 LF $ 85.80 42,900.00
Page 587 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
PBC PROJECT
PD T PAY ITEM DESCRIPTION T UNITS UNIT PRICE AMOUNT
ITEM NUMBER
0 1430-175-11 onugated Polypropylene Pipe Culvert 1 500 LF 110.00 557000.00
1 430-175-124 Corrugated Polypropylene Pipe Culvert 24" 50 LF $ 136.510 $ 687250.00
2 430-175-130 Corrugated Polypropylene Pipe Culvert 30" ,v.. 500 LF 177.00 $ 88,5WOO
3 430-175-136 Corrugated Polypropylene Pipe Culvert ".� 500 ... F $ �177-00 $ w. ,500.00
4 43 -175-142 Corrugated Polypropylene Pipe Culvert 42"r 500 LF $ 177. $ 8,500-00
5 130-175-148 Corrugated Polypropylene Pipe Culvert 4 ") 500 LF $ 216.50 $ 108,25 -00
86 430-175-115 -2000 Pipe Culvert 15"PVC) 100 LF $ 80.00 $ 87000.00
7 430-175-11 A-2000 Pipe Culvert 1 ,"PVC) 500 LF $ 100.00 $ 50,000.00
88 430-175-124 _ A-2000 Pipe Culvert 241'PVC) 500 500 LF $ _.135.00 $ 7,500.00
9 4 -9 2-123 -- Mitered End Section(Round) 15tt 5 EA $ 1,500,00 $ 7,500.00
90 430-9 2-125 Mitered End Section(Round) 1 10 EA S 1,600.00 1 ,000.00
91 430-9 2-129 Mitered End Section(Round)(24") 10 E $ 1,800.00 $ � 18,000-00
92 430-982-133 Mitered End Section(Round) 30") 10 EA 5,000.00 $ � 50,00 -00
93 :430-982-138 mitered End Section(Round) 3 " 10 EA $ 67000.00 � 0,000.00
.....94 43 -9 2-140 Mitered End Section(Round) 42" .�� ..- 10 EA $ 7,000-00 $ 70,000.00
95 :430-174-118 ADS Flared End 1 " Ply EA $ �1,25 .00 $ 2,500.00
96 430-174-124 ADS Flared End 2 "H PE 2���EA $ 1,500.00 $ 32000.00
97 43 -174-1 ADS Flared End 3 `t PE �...vn.N...... 2 E 2,000.00 $ 4,000.00
9 430-174-14 ...- ASS HaTed End(48" 1PE ...�.. __w 2_ A $ 3,000.00 $ ,00.00.� .... -
99 443-70-3 French ]rains 1 "CMP)(Includes Ballast Rock& 25 LF 00.00 $ 5,000.00
Filter Fakbric) N.
100 443-70-4 French Drains 24" 11 P {Includes Ballast Rock& 25 LF $ 245,00 $ 6,125.00
�......� ..w.., Filter Fabric) k. I
101 443-70-3 French Drains 1 "RCP)(Includes B allast Rock& 100 LF $ 200,00 $ 20,000.00
Filter Fa
102 443-70-4 French Drains 24"RCP)(Includes BaUast Rock& 100 LF $ 245.00 $ 24,500.00
Filter Fabrics
103 530-3 Rubble lip-Rap 25 � $ 15. $ 4 ,250.00
w.104 530-74 - #57 Coarse Aggregate F T 10 TN $ 185.00 $ 1,850.00
105 430-x Sand Cement End all 15 'Y $ 350.00 $ 5,250.00
10 /A De watering "P p[Wellpoints 20 E 4,000.0 $ µ 80,000.00
SUBTOTAL(DRAINAGE) 4,4 4,8 .00
CONCRETE ITEMS
l07 ILIA Concrete Grinding to Remove `rip Hazards(sec 1,000 LF $ 25.00 25,000.00
TPs) H.r_ _�
10 00- Misc.Concrete(Includes Reinforcing Steel) --... 100 $ 900.00 90,000.00
w.�...... ......�... v.-
109 400-x �. Class 1 Concrete(Gravity Wall) .__ 50 $ 900.00 $ 45,000.00
110 50-2-4 Concrete Curb(Type (See Notes 10,000 LF $ 21.00 $ 210,000.00
Ill 110-4-10 Concrete Curb Type 1 (Removal) 750 LF $ 13.00 $ w 9,'750.00
.�.mm...,�.r..w ,.....�. $
112 520-1-10 Concrete:Curb Gutter(Type F 20,000 LF � $ 2 .00 440,000.00
113 110-4-10 Concrete Curb&.Gutter Type F(Removal) 11, 00 LF- $ 12.75 $ 1 0,250-00
114 520-3 Concrete Valley Gutter 1,600 LF n_... 25.00 $ 40,00100
115 110-4-10 Concrete Valley Cutter(Removal) _.. 3,000 LF $ 12.75 $ 38,250-00
11 52 -2 Concrete Curb&Gutter "' P Standard) 10 LF $ 35.00 $ ,500-00
_ ._.,L., ---
117 11 -4-1 Concrete Curb&Cutter '" 5 L1� $ 15.00 375.00(Removal) . ..
118 520-2 C on Crete ush Header Curb P13 C_Standard) 25 LF $ 50.00 1,250-00
119
110-4-1 .v... Concrete Flush Header Curb(Removal) 500 LF $
15.00 �Y. 7,50 .00
120 5 0-1 Concrete Mountable Cutter(PPG Standard) 50 LF 50.00 $ 2,500.00
Page 588 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATRWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
PBC PROTECT#202505
FD T PAY ITEM DESCRIPTION RIPTION { TY UNITS UNIT PRIDE ANIOLJ 1'
ITEM NUMBER
121 110-4-10 onerete Mountable Gutter(Removal) 50 LF $ 13.00 650.00
122 52 -5 Traffic Separator Cone(Type 1) 1,500 SY $ 110,00 1 $ 165,000.00
123 2 -5 Traffic Separator Conc(Type rV) 500 SY $ 180.00 $ 90,000.00
124 110-4-10 Traffic Separator Concrete(Removal) 50 SY $ 75.00 $ 3,750,00
125 522-1 Concrete Sidewalk 4"Thick)(<10 SY) 1,000 S $ 180.00 $ 180,000,00
126 -1 Concrete Sidewalk(4"Thick)(10 SY to 1,000 Y 180.00 180)000.00
127 2-1 Concrete Sidewalk(4"Thick)(50 SY or Greater) 5,000 SY $ 60.50 $ 302,500.00
128 2- Concrete Sidewalk(6"Thick)(Driveway)(<8 SY) 1,000 SY $ 180.00 180,000.00
129 522-2 Concrete Sidewalk(6"Thick)(Driveway)(8 S to 1,000 S 180.00 180,000.00
35 SY
130 522-2 ancrete Sidewalk(6"Thick)(Driveway) 35 SY or 15, 00 SY $ 69.50 170427500.00
Greater)
131 52 -2 Concrete Sidewalk(6"Thick)(Curb Ramps) 20,000 SY $ 91.50 1,830, 00.00
132 527-2 Surface Applied Tactile Surface 2,000 1rt 42.00 S 84,000.00
133 527-2 Cast-In-Place Tactile Surface 20,000 SF 39.00 $ 780,000.00
134 N/A Pump Mix for Concrete Pumping 500 CY $ 20AO $ 10,000.00
135 N/A _ Pumping or Land Placement of Concrete 1/2 Day) 5 E $ 1# 00.00 $ 7,500.00
136 NIA Pumping or Hand Placement of Concrete(l Day) 5 E $ -2,000,00 1 10,000.00
137 110-4-10 4"Concrete Removal _. 5,000_ SY $ 15.00 $ 7 �000.00
138 110-4-10 6"Concrete Removal 510001 SY 15,00 75�000.00
SUBTOTAL(CONCRETE) FS 6,249,275-00
FENCING AND FAILING ITEMS
139 '550-10-212 Type B Fence (4'High)(wl Top Rail)(Green Vinyl 200 LF 150.00 i 301000.00
Clad)
140 550-10-2.22. Type B Fence (6'Hi h) w/Top Rail)(Green Vinyl 0 LF $ 150.00 60,000.00
Clad)
141 110-1-1 Chain Link Fence(Removal&Disposal) 250 LF 50.00 $ 123500.00
142 550-10-410 Double Rail Woad Fend 00 LF $ 60.00 $ 24,000.00
143 550-10 Double Rail Wood Fence(Relocation) 350 LF $ 40.00 14,000.00
144 110-1-1 Double Rail Wood Fence(Removal) 100 LF $ 15.00 $ 17,500.00
145 515-1-2 Aluminum Pipe Handrail(3 Rail) -- 150 LF $ 250,00 + $ 377500.00
146 51 -1-1 Steel Pipe Handrail(3 Rail) 150 LF $ 200.00 30,000.00
147 515-1 Safety Pipe Rail(2") 100 LF $ 225.00 $ 22,500.00
- 148 1550-10 Field Fence 12,000 LF $ 22.00 $ 264,000.00
149 1550-10 Fine Strand Wire Fence(See TSP's) 25,000 LF $ 22.50 $ 562,500.00
150 110-1-1 Field Fence,all post type(Remove and Dispose)(See 12,000 LF $ 6.80 $ 81, 00.00
TSP
151 110-1-1 Fire strand Wire Fence All Post Type )(Remove and 25,000 LF $ 6.8 $ 1727250.00
Dispose)(See TSP s
152 1550-60 Bufl Gate(12')(See TSP's) 10 FA $ 2,277.00 $ 22,770.00
153 5 0-60 Bull Gate(1 ')(See TSP's) 5 P $ 22783.00 $ 13,915.00
154 50-60 --- Bull Gate 16' (See 1
EA $ 3,289.00 $ 16,445.00
I55 11A Fiberglass Reinforced Plastic Crating Boardwalk 2, 00 F $ 34:7 86, 5.00
Decking
156 NIA Composite PVC Toprail and Railing 22500 LF $ 25.00 $ 62,500.00
157 NIA Southern Yellow Pine Lumber Pons 3,500 BF 20.70 $ 72,450.00
158 1110R1-1 jBoardwalk,Handrail,and Railing(Removal) 12,000 BF $ 7.00 1 $ 84,000.00
,SUBTOTAL(FENCING AND RAILING) rs 1,671,25 .00
Page 589 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUtNG SERVICES CONTRACT
PC PROJECT#2025055
# T'D T PAID ITEM DESCRIPTION QTV UNITS 1 UNIT P ICE I AMOUNT
ITEM NUMBER f
LANDSCAPING ITEMS
159 1570-1 Seed and Mulch 5001 SY 3.50 $ 17750.00
160 570-2 Sodding(To Match Existing)(See Notes) 25,000 SY 6.99 174,750.00
161 NIA Synthetic Turf ForeverLawn or Equal)with 2. " 11000 SY $ 165.00 165,000.00
Foam[underlay
162 NIA Top Soil 6"Thick) 2,000 SY 13.00 $ 26,000.00
163 NIA Poured in Place Dubber Mulch(Rainbow Turf S00 SY 75.00 $ 37,500.00
Products or Equal)
164 110-1-1 Stump Removal 80 EA 100.00 $ 8,000.00
165 581-I Tree Relocation 200 EA 500.00 $ 100,000.00
166 110-1-1 Tree removal(<12"Caliper) 200 EA 500.00 $ 1007000.0
167 110-1-1 Tree Removal(12"-24"Caliper) 200 EA $ 500.00 100,000.00
168 110-1-1 Tree Removal(Palms-All Sizes) 200 EA 500.00 1001000.00
169 ILIA Foot Pruning 0ar-36"deep) 2,000 LF 22.00 442000.00
170 ILIA 18"boot Barrier 100 LF 49.00 ,900.00
171 N/A 24"Root Barrier 1,000 LF 45.00 45,000.00
172 Il 36"Root Barrier 8,000 LF 48.50 $ 388,000.00
173 5 1-x Vegetation Relocation(Including Watering) 10 I I 00.00 ?.000.00
174 630-2 2"PVC Pipe(Schedule 40) 1,000 LF 10.00 _ 10,000.00
175 630-2 4"PVC Pipe(Schedule 40) 100! LF $ 15.00 1,500.00
176 30- 16"PVC Pipe(Schedule 40 � 200 LF $ 20.00 4,000.00
SUBTOTAL(LANDSCAPING) 1�3I21400.00
EQUIPME1 T TTEM
177 NIA 3 CY 1..oad r-Day 200 FA $ 1,350.00 270,000,00
17 N/A 1-1/2 C Y Backhoe-Day 200 EA 1,350,00 270,000.00
179 MIA 0 Ton Crane,Crawler or Wheel Mount(Dad) 151, E $ 2,500.00 37, 00.00
SUBTOTAL(EQUIPM[EN 7/, 00.00
PILING AND SHEETIENG ITEMS
180 455-x 8"Treated Timber Piling � 1001 LF $ 65.00 1500.00
181 455- i 10"Treated Timber Piling _ 100 LF S 75.00 $ 71500.00
182 455-x 10"Treated TimberguardTPII Wood Piling 500 LF $ 95.00 47,500.00
183 455-34 IT'Square Precast Pre-Stressed Concrete Piling 500 LF $ 254.00 127,00 .00
14 455-34-2 14"Square Precast Pre-Stressed Concrete Piling 10 LF $ 270.00 _ 2700.00
185 455-35 Temporary or Permanent Steel Sheet Piling 100 SF 100.0 101-000.00
SUBTOTAL(PILING AND SHEETING) 225,500.00
SIGNING AND MARKTNG IFTE MS
186 700-1-40 -!ADA Handicapped Parking Sign 5 1 E 685.00 � $ 3,425.00
187 7 10-11 Traffic Paint(All Widths&Colors)(See Notes)s) 500 SF 4.90 I $ 2.,450.00
1 ,701-1 Thermoplastic Pavement Marking(All Widths&. 500 SF $ 9.50 $ 4,750.00
Colors)(See Notes)
189 N/A Wheel Stops-Furnish&Install 100 EA 5.10 - -- 8,510.00
190 NIA remove&Re-InstaR Wheel Stops 100 T EA $ 60.00 $ _- 6,000.00
191 700-1- 0 Sign(Relocate) 20 EA $ 373.00 $ _ 7,460.00
192 NIA Spud Humps 13000 S 95.00 $ 95:000.00
193 NIA Stamped Colored Concrete(5 Thiele) 100 S $ 135.00 $ 13,500.00
14 519-78 Steel Bollard 20 EA $ 1,000.00 $ 20,000.00
195 519-78 able,Ballard 20 EA $ 2,300.00 $ 46,000,00
UBTOT L(SIGNING AND MARKING) 207,095.00
Page 590 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
PC PROJECT#2025055
FDOT PAS
NUMBERITEM ITEM DESCRIPTION T UNITS UNIT PRICE AMOUNT
T
::MISCELLANEOUS ITEMS
19 NIA Premium for Conflict Condition 51 EA 3,500.00 17,500-0
197N/A Premium to Increase Box Depth to>1 ' A y....� -- 37500.00 17,500.00
199 N/A WE Boardwalk Decking&Top Rail 5/4 x #" 1, LF 24. 242000.00
0 1 1 0-7 hail loxes(Reset) .,.-.�... ....,�..,�..'..'.....m�,,.�,.NN...ry...�, .,�.....--�-- 150 EA 100.00 $ 15,000.00
201 3 -2 Pull Boxes(Brooks) M5 A 950.00 ,7 0-0
202 /A Sandbla ting-112 Day 20 1,200.00 mm 24,000.00
3N/A Sandblasting-Full Day 10 EA 2,00 .0 20V000.00
_�..Y, ...�w:a..�.....,.,�....,�..�.r....v ..v..v.H.......�,...�....�,.�.w.�.Nr..v..x......_Y..._..�.------ —�� k.v
204 /A Pressure Cleaning l D 1, 15, 00-0}
205 IAA r...w..r_..__ Southern YellowPine Sher -----�v..�...�.�.w..��,,�,.�.,��.�..�. 15,00 BF .-.. 10.50 1 ,5 .
00
206 l l -l-1 Soutbern Yellow Pine Lumber(Removal&Disposal) 207000 .00 100,000-00
SUBTOTAL(MISCELLANEOUS) S 4125,750-00
TOTAL BID59 J1 .
THE COUNTY DOES NOT GUARANTEE THE ACCURACY OF THE FORMULAS AND E)CFENSIONS USED IN THIS SPREADSHEET.
THE ITEMS S AND QUANTITIES ABOVE,SHALL GOVERN OVER THE PLANS.
PAY ITEM FOOTNOTES IN CONSTRUCTION PEAKS SHALL ALSO BE INCLUDED IN ITEM UNIT PRICE.
Note# PAY ITEM FOOTNOTES
All eons for Maintenance of Traffic MOT and mobilization shall be considered incidental to,and shag be included in,unit prices for the pay
items.
All items shall include cost to furnish and install unless otherwise noted.
FDOT"l#ern numbers are information only.
Removable Bollard-Includes all costs associated with installation of removable bollards at locations designated by the County. All labor and
materials,including excavation,rock daraiE,concrete foundation,bolla re pipe,ground sleeve with locking mechanism,painting and restoration of
the area,acre incidental to the Item.
N........wN...Steel Bollard-Includes all costs associated with installation of steel bollards at locations designated b the County. All labor and materials,
ls,
5 including excavation,concrete foundation,bollard pipe,painting and restoration of the area,are incidental to the pay item.
k.. 6 Clearing and Grubbing Specifications for various processes required under clearing and grubbing item. Also includes cutting and capping
I irrigation lines.
Pumping or Hand Placement of Concrete-These items shall include all equipment and labor required for placement of concrete in areas not
7 accessible by conventional concrete truer(assumed 12'long chute),either by hand or by pumping,,and shall be in addition to the per square yard
pace for "and "concrete items.
Pump Mix for Concrete Pumping-This item represents a surcharge to the per square yard price for "and "concrete items to cover costs for
special admixtures,etc.required for pumping concrete under limping or.Hand Placement of Concrete items.
9 Concrete Sidewalk Items-'These items shall include all materials,labor and equipment.
10 Concrete Sidewalk "Thick) A A Ramps)-includes only areas of the ramps and transitions back to level sidewalk.
Concrete Traffic Separator Removal-Includes removal of base material or any other material unsuitable for planting which may be located in
l the traffic separator area.
w 12 The cost to construct curb pads shaft be included in the unit price for each respective curb item.
13 Concrete Curb Type D shall include Athletic Field Backstop Curbing.
Page 591 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING TINUI SERVICES CONTRACT
PC PROJECT#22555
# E I T PAY ITEM DESCRIPTION QTY WITS UNIT PRICE ,AMOUNT
ITEM NUMBER
FDOTPAY .STEM DESCRtPTION QTY UNITS 'SNIT PRICE AMOUNT
ITEM NUMBER
14 Dewatering-Well point equipment up to 15 0 points complete,including pinup and associated jetting equipment.Well Point Equipment shall
only be used in the prosecution ofwork under this contract as requested by the appointed Palm Beach County Project Supervisor.
Double Rail Wood Pence Relocation-Includes all labor,equipment and materials required for removal of wood fence rails and posts,
15 stockpiling and protecting material and re-installation of posts and double rail wood fence. Furnishing and installing replacement items whieb
have been damaged during removal or storage shall be considered incidental to the pay item.
16 Double Rail Wood Pence Removal-Includes all labor,equipment and materials required for removal of wood fence rails and posts and
stockpiling on-site for recovery by County personnel or proper disposal by Contractor.
17 removal and disposal of existing item to be replaced or repaired shall be incidental to all drainage structure items.
...
l I rainage structures shall include as incidental removal of existing structure to be replaced.�.�.�—------m
19 Equipment Items-40 Ton Crane,Crawler or Wheel mount,3 CY Loader, 1.5 CY Backho -laid Price shafl include all costs-equipment,labor,
materials,operators,delivery,pick-up,maintenance,fuel,etc.are incidental to this item.
20 Excavation includes cutting and capping irrigation lines. ....
21 Finish Existing Rock Base-Includes all labor,equipment and baserock matelial sufficient to level,lightly grade and compact the existing rock
base prior to application of prime coat.
22 Finish Grading-Includes all labor,equipment and materials required for fine grading and shaping of areasdisturbed by other operations. Finish
Grading does not replace grading and shaping incidental to the items Sodding and Seeding and Mulcbing.
23 Milling Existing Asphalt Pavement Items per square yard are based on the indicated depth of milling. In the event that ether miffing depths are
required,the contract price for hill Existing Asphalt Pavement will be adjusted in 112#" increments.
Mill Existing Asphalt,Putt Size Milling Machine-Includes use of milling machine,broom tractor,and other equipment as required,
2 transportation of equipment to and from the work site,all labor for actual milling and clean-up and satisfactory disposal of milled material.
Payment shall be based upon actual time for milling and clean-up. Preparation of areas to be milled,cleanup and disposal of milled material shaff
be considered incidental to the unit price bid.
25 IMisc Asphalt-Includes surface courses,fiction courses and other miscellaneous asphalt as required.
Thermoplastic Pavement M a rki ng and Traffic faint-Includes aft labor,equipment,materials,etc.required to furnish and install ga ementNv..._....
26 marking in parking Tots and other areas. All items,including parking space markings,lane lines,stop bars.ba dicapped symbols,directional
arrows and messages,in any or all colors,shall be considered incidental to the Pay item.
3
Portable Milling Machine,per hoar,includes portable milling machine,ah labor for actual Willing and clean.-up and satisfactory disposal.of
27 i milled material. Payment shall be based upon actual hours for milling and clean-up. Disposal of milled material shall be considered incidental to
per hour rate for Portable Miffing Machine.
.
2 Pressure Cleaning-Can be paid in half day increments
�..v.... .... ...... ............w.Y.�
Remove Existing Asphalt,and Mill Existing Asphalt items-Include all equipment,Iabor,etc.for removal and disposal of e xisting asphalt
29 pavement material. Unit Prices shall be based upon a I"depth of mi ling. The contract pries wifl be adjusted in 1/2"increments for other mill ing
depths.
30 hoot Barrier-boot pruning and removal shah be incidental to all root barriers
1 €Rubble Rip-Rap-Includes finish grading,filter fabric,installation,etc. All labor and materials,including restoration of the area,are incidental
Ito this item.
.Temporary or Permanent Steel Sheet Piling-Piling material shall be P 2 7 or equal. All work shah be in accordance with FDOT Standard
32 1
Specifications,Section 45 5,Structures Foundations. Per square foot price is for Temporary or Permanent Sheet Piling actually installed and
accepted by the County,including all labor,equipment and materials,cutting,splicing,dynamic and static testing,adjustments resulting from
testing,removal oftemporary piling and restoration of the area,
Sodding-Fay Item shall include all work necessary to install and establish,including watering and fertilizing to sustain an established turf until
33 final acceptance at no additional cost. Item shall also include the filling,leveling and repairing of any washed or eroded areas,as may be
nc sary.
Page 592 of 1201
Agenda Item #11.
PROPOSAL FORM
BID PROPOSAL
PATHWAY AND MINOR CONSTRUCTION
CONTINUING SERVICES CONTRACT
PBC PROJECT
'] ' 'PAY ITEM DESCRILPTION QTY UNITS UNIT PRICE AMOUNT
ITEM NUMBER
FD 'I`PAYITEM NUMBER ITEM DESCRIPTION QTY UNITS UNIT PRICE AMOUNT"
Southern Yellow Pine Ilumber-Southern Yellow Pine Lumber shad,be pressure treated marine grade southern pine#1,or better,treated to 0.4
34 pof retention of A AWPA UC4A,or better)and shall be paid for by boardfoot furnished and installed and accepted by the County.Cost per
board foot insta .ed shaH include afl Tabor,equipment and materials,fasteners,and cutting and shall include a maximum of l %wasteover and
above insWed matefial measured red in the field.
Square Precast Prestressed concrete piling-Include all costs associated with installation of Pre-stressed Concrete pffings at locations shown o
plans or as designated by the County. Contractor shall receive detafled design plans for eachinstallatioo,signed and sewed by a Professional
35 Engineer licensed in the State of Florida. All labor and materials,cutting,splicing,dynamic and static testing,adjustments resulting from testing
and restoration of the area are incidental to the item. All work shall be in accordance with PIT Standard Specifications,Section 4 ,Structures
Foundations. Per foot price is for precast Pre-stressed Concrete Pilings actually installed and accepted by the County.
3 All Tree Removal items shall include all costs associated with tree removal including MOT if required), reduction of canopy,felling of tic,
stump removal,debris disposal and back filling of bole with suitable material to provide a uniform grade.
37 � ...Replace SpriWder System-Includes the cost of labor,as yell as all parts,such as pipe,heads and fittings.
Treated Timber Piling-Include all costs associated with installation of treated Southern Pine pilings at locations shown on puns or as
designated by the County. Contractor shall receive detailed design plans for each installation,signed and sealed by a Professional ngineer
38 licensed in the State of Flo ida. Alllabor and materials,cutting splicing,dynamic and static testing,adjustments resulting from testing and
restoration of the area are incidental to the item, All work shall be in acoordarnce with FDOT Standard Specifications,Section 4 5 5,Structures
Foundations, Southern Pine timber shall be pressure treated,2.5cca or better. Per foot price is for Treated Timber Pilings actually installed and
accepted by the County.
Treated Tim berg uar 4'ood Piling- 10"Treated TimberguatrdTM Wood Piles shall be paid for by Linear Feet furnished and installed and
39 accepted by the County.Cost per linear Feet instafled shall include all labor,equipmentand materials,Fasteners,and cutting and shad include
maximurn of 10%waste over and move instahed material measured in the field.
Wheel Stops-Includes all labor,equipment and materials required for removal of wheel stops and re-bar or other methods of attachment,
40 stockpiling and protecting wheel stops and accessories and re-installation of wheel stops by an acceptable attachment Method. Furnishing and
insta ing replacement wheel stopsandlor attachment devices which have been damaged during removal or storage shall be coDsidered incidental to
the pay item.
Page 593 of 1201
Agenda Item #11.
PROPOSAL FORM
PROJECT NO.202 055 TOTAL BID
$201980,1 I0.0
IN FIGS
The Contractor Acknowledges that ,addenda I thru 3 he been received and that related
costs are reflected in the submitted bid. Contractor has committed to 13.36% S`
participation as set forth on the Schedule I and Schedule 2 that are completed and submitted by
Contractor. Contractor shall comply with said goal if awarded the Contract.
The Contractor hereby certifies and agrees that the following information is correct: In preparing
its response to the Solicitation, the Contractor has considered all proposals submitted from
qualified, potential Subcontractors and suppliers, and has not engaged in "discrimination" as
defied in the Cou ty's Commercial Nondiscrimination Policy as set forth in Resolution R2025-
0748 as amended, to wit: discrimination in the solicitation, selection or commercial treatment of
any Subcontractor, vendor, supplier or commercial customer on the basis of race, color, national
origin, religion, ancestry, sex, age, marital status, familial status, sexual orientation, disability, or
genetic information, or on the basis of any otherwise unlawful use of characteristics regarding the
gender's, supplier's or commercial custorner's employees or owners; provided that nothing in this
policy shall be construed to prohibit or limit otherwise lawful efforts to remedy the effects of
discrimination that have occurred or are occurring in the County"s relevant marketplace ofPalm
Beach County. without limiting the foregoing, "discrimination" also includes retaliating against
any person or other entity for reporting any incident of"discrimination." without limiting any
other provision of the solicitation, it is understood and agreed that, if this certification is false,such
false certification will constitute grounds for the County to reject the proposal submitted by the
Contractor for this Solicitation, and to terminate any contract awarded based on the response. As
part of its proposal, the Contractor shall provide to the County a list of all instances within the
immediate past four 4 years where there has been a final adjudicated determination in a legal or
administrative proceeding in the State of Florida that the Contractor discriminated against its
Subcontractors, vendors, suppliers or commercial customers, and a description of the status or
resolution of that complaint, including any remedial action taken. As a condition of submitting a
proposal to the County, the Contractor agrees to comply with the Cou ty's Commercial
Nondiscrimination Policy as described in Resolution R2025-074 , as amended.
The Contractor further agrees to perform all force account 'work, as provided for in the General
Provisions, and to execute the Contract and return to the County, along with a Contract Bond and
Certificate of Insurance within fourteen I4) Working.Dgys of the slate of the Fetter ofIntent to
Award and to commence work with adequate forces and Equipment within fourteen 14 Calendar
Days of'the date set forth in the Notice to Proceed and to fully complete all contracted work under
the sane in accordance with Contract Documents within the Contract Time.
THE TIMELY COMPLETION ION THIS PROJECT IS CRITICAL To THE HEALTH,SAFETY
AND WELFARE OF THE TRAVELING PUBLIC. It is the desire of Palm Beach County to
expedite the construction and opening to traffic of'the project. The Contractor shall be required to
work such hours, weekends and/or Holidays to meet the required Contract schedules,
The Contractor shall complete in full all work under this Contract in accordance with the Special
.Provisions.It is further agreed that should the Contractor fail to complete all necessary work under
P-
Page 594 of 1201
Agenda Item #11.
PROPOSAL FBI
this Contract within the above referenced time; then, due to the criticalness of the timely
completion of this project, liquidated damages for failure to meet these provisions shall be in
accordance with Section 8 of the General Provisrolls.
The Contractor further agrees to furnish a sufficient and satisfactory Bond, on the form herein
provided, in accordance with Section 3 of the General Provisions.
The Contractor further agrees to bear the full cost of maintaining all Work until the final
acceptance, as provided in the Contract Documents.
Accompanying this Proposal is a Proposal Guaranty (Bid Bond) made payable to Palm Beach
County, a Political Subdivision of the Mate of Florida, m the sui-n of % of amount Bid which is
to be forfeited as liquidated damages if, in ease tl-iis Proposal is accepted, the undersigned should
fail to execute the attached Contract under the conditions of this Proposal. Otherwise, the Bid
Bona is to be returned to the Contractor upon the delivery of a satisfactory Contract Bond.
tv 'JW o00,QS1 L* E&el
Company ame: iZICAuthorized Officer: I [
r
(Prffit)
Address: 7�g 45ez weeve 4P Signature.*
A&wl gee". oiQ�
P-11 ,
Page 595 of 1201
Agenda Item #11.
PROPOSAL FORM
CONTRACTOR CERTIFICATION
PALM BEACH COUNTY
ENGINEERING AND PUBLIC WORKS DEPARTMENT
NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES
FROM
ROADWAY CONSTRUCTION SITES
PATHWAY AND N41NOR CONTINUING SERVICES CONSTRUCTION CONTRACT
PALM BEACH COUNTY PROJECT NO. 2025055
"I certify under penalty of Iaw that I understand the terms and conditions of the general National
Pollutant Discharge Elimi-nation System (NPDES) permit that authorizes the storm water
discharges associated with industrial activity from the construction site identified as part of this
certification."
Name of Contracting Fir-in:
By: Date: I
2
Name and Title: 451 VW
Address or P.D. Box: 7
Z69 Aet wwrr
_6U0_",i�1VArL4_WFk qcof-44 lc�e :?:�3
City State Zip Code
Telephone.- #
-1) 9 &, Lk;5
Area Code Number
P-1 2 9
Page 596 of 1201
Agenda Item #11.
PALM BEACH COUNTY LOCAL PREFERENCE ORDMANCE
In accordance with the Palm Beach County Local Preference Ordinance,a preference will be given
to 1 Bidders having a permanent place of business in Palm Beach County; 2 Bidders having a
permanent place of business in the Glades that are able to provide the goods or services within the
Glades.
1. Local Preference means that if the lowest responsive, responsible Bidder is a non-local
business, then all Bids received from responsive, responsible local Bidders are decreased by
5%. The original Bid amount i's not changed; the 5% decrease is calculated only for the
poses of determining.ing local preference.
2. Glades Local Preference means that if the lowest responsive, responsible Bidder is a non-
Glades business, then all Bids received from responsive, responsible Glades Bidders are
decreased by 5%. The original Bid amount is not changed; the 5% decrease is calculated only
for the purposes of determining local preference. A Bidder who is a local business but not
Glades business and who utilizes Glades subcontractor(s) for a minimum of 1.5% of the total
Bid price, may receive a local preference of three percent, solely for the purpose of
detennining Bid award. If the Local business utilizes Glades subcontractor(s) for a minimum
of 0% of the total Bid price, he may receive a local preference of four percent for the
purposes of ranking Bidders.
o receive either a Local Preference or a Glades Local Preference,,a Bidder must have a permanent
place of business in existence er r to the Co t 's issuance of this Invitation for Bid. A Business
Tax Receipt issued by the halm Beach County `pax Collector is required, unless specifically
exempted by law, and will be used to verify the Bidders' permanent place of business.
permanent place of business means that the Bidder's headquarters is located in Palm Beach County
or in the Glades, as applicable; or the Bidder has a permanent office or other site in Palm Beach
Coup or 'in the Glades, as applicable; where the Bidder will produce a substantial portion of the
goods or services to be purchased. The Bidder must submit the attached Certification of Business
Location at the time of Bid submission. Failure to submit this information will cause the Bidder
to not receive a local preference. palm Beach County may require a Bidder to provide additional
information for clarification purposes at any time prior to the award of the Contract.
In procurements where price is the Only factor for selection, the above provisions shall not be
applied where the application mould result in an award which exceeds the otherwise lowest,
responsive Bidder by one hundred thousand dollars $l OO, o .
The local Bidder may not receive more than one preference. The Glades Local Preference prevails
over the Local Preference and the E G Preference prevails over both the Local and Glades Local
Preferences.
Page 597 of 1201
Agenda Item #11.
CERTIFICATION OF BUSINESS LOCATION
In accordance with the Palm Beach County Local Preference Ordinance,as amended,a preference will be given
to:(l)those Bidders having a permanent place of business in Palm Beach County(County);and( )those bidders
having a permanent place of business ui the Glades providing goads or services to be utilized in the Glades, To
receive a local Preference, an interested Bidder must have a permanent place of business in the County or in the
Glades,as applicable,p-ior to the County's issuance of an Mnvitation for Bid. A Business Tax Receipt issued by
the Palm Beach County Tax Collector is required,unless specifically exempted by law,and will be used to verify
the Bidders' permanent place of business. The Bidder must submit this Certification of Business Location at the
tune of Bid submission. This Certification of business Location is the sole determinant of local preference
eligibility. Errors in the completion of this Certification or failure to submit this completed Certification will
cause the Bidder to not receive a local preference. Please note that in order to receive a local preference, the
name and address on the Business Tax receipt must be the same name and address that is included in the Bid or
Proposal submitted by the Bidder to the County.
1) Bidder's a:
Local Business (A local business has a permanent place of business in Palm Beach County* `
(Ple e indicate):
Headquarters located in Palm Beach County.
Permanent office or other site located in Palm Beach County from which a vendor will
produce a substantial portion of the goods or services to be purchased.
Glades Business(a Glades business has a permanent place of business in the Glades--"*)
(Please indicate):
Headquailers located in the Glades.
Permanent office or other site located in the Glades from which a vendor will produce a
substantial portion of the goads or services to be purchased.
Regional Business (A regional business is one that has a permanent place of business in Martin,
Broward, or Miami Dade County.)
**A post office box or location at a postal service center is not acceptable.
) The attached copy of the Kidder's Palm Beach County Business Tax receipt verifies the Bidder's permanent
place of business.
THIS CERTIFICATION is submitted by
(Name o Individual)
N AV itn 6er"- Iof
( tle/Position) (Firm Narne of Bidder Proposer)
who hereby certifies that the information stated above is true and correct, and that the Bidder has a permanent
place of business in Palm Beach County. Further it is hereby acknowledged that any misrepresentation by the
Bidder on this Certification will be considered an unethical business practice and be grounds for sanctions against
future County busine the Bidder.
r
ignature Date
LP-
Page 598 of 1201
Agenda Item #11.
SCRUTINIZED CCOMPANIES
As provided in F.S. 257.1 5,by entering into this Contract or performing any work 1n furtherance
hereof, the Contractor certifies that it, its affiliates, suppliers, subcontractors and consultants who
will perform hereunder, have not been placed on the Scrutinized Companies that boycott Israel
List,or is engaged in a boycott ofIsrael,pursuant to F.S.215.4725. Pursuant to F.S. 2 7.1 5(3}(b),
if Contractor is found to have been placed on the Scrutinized Companies that Boycott Israel List
or is engaged in a boycott of Israel, this Contract may be terminated at the option of the
Department.
When Contract value is greater than 1 million: As provided in F.S. 2 7.135, by entering into
this Contract or performing any work in furtherance hereof, the Contractor certifies that it, its
affiliates, suppliers, subcontractors and consultants who will perform hereunder, have not been
placed on the Scrutinized Companies with.Activities in Sudan List or Scrutinized Companies with
Activities in The Iran Petroleum Energy Sector List created pursuant to F.S. 215.473 or is engaged
in business operations in Cuba or Syria.
If the County determines, using credible information available to the public, that a false
certification has been submitted by Contractor,this Contract may be terminated and a civil penalty
equal to the greater of million or twice the amount of this Contract shall be imposed, pursuant
to F.S. 287.135. Said certification must also be submitted at the time of Contract renewal, if
applicable.
The undersigned authorized person hereby has read and certifies that the above is adhered to.
Date
Jt- -5 rg_:�DJ//rZI BLS WA
Company Name (Print)
f I
Authorized offer• aelTitl (Print)
r
1 gnature
S -1
Page 599 of 1201
Agenda Item #11.
BID 13OND
STATE OF FLORIDA
ss.
COUNTY NTY P PALM BEACH
KNOW ALL MEN BY THESE PRESENTS- That we, Wynn & Sons Environmental
Construct r Co.: LLB (Princ*pal), r
and United States Fire Insurance Company
as Surety (Surety) are field and firmly bound unto Palm Beach County, a Political Subdivision of
the State of Florida, (County) in the amount ofFire %) p&rcent of bid, lawful money of the
United States of America, for the payment of which sum will and truly to be made, we bird
ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by
these presents;
WHEREAS, the Principal contemplates submitting or has submitted a bid to the Board of County
Commissioners, Palm Beach County, Florida, for furnishing and paying for all necessary labor
Materials, Equipment, machinery, tools,apparatus, services, all State Workers' Compensation and
unemployment compensation taxes incurred in the performance of the Contract, means of
transportation for and complete Construction of: PATHWAY AND MINOR
R
SERVE CONSIRUCTION CONTRACT, PROJECT NO. 2025055, in the County of Palm
Beach, State of Florida; and
WHEREAS, it was a condition precedent to the submission of said bid that a cashier's check or
bid bond in the amount of five percent % of the total bid amount be submitted with said bid as
a guarantee that the Bidder would, if given a letter of Intent to Award the Contract, enter into a
written contract with the County, and furnish a Public Construction Bond required in sections
3-5 and 3-6 of the General Provisions within fourteen (14).consecutive business da s of the date
of the letter of the latent to Award Contract.
Page 600 of 1201
Agenda Item #11A;1
BID BOND
11 w, THEREFORE.,RE, THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that, if the bid of
the Principal be accepted and Principal, within fourteen 14 consecutive business da s after the date
of the Fetter of Intent to Award,the letter being written notice of such acceptance, enter into a written
contact with Palm Beach County, a Political Subdivision of the State of Florida, and furnish a
Certificate of Insurance, and a Public Construction Band in the form included in the Bid Documents
and in an amount equal to One Hundred Per Cent (100%) of the total contract amount satisfactory, to
Palm Beach County, a Political Subdivision of the State of Florida, then this obligation shall be void,
otherwise the sum herein stated shall be due and payable to the County, and the Surety agrees to pay
said sum ininiediately upon demand of the County, in good and lawful money of the United States of
America, as liquidated damages for failure of the Principal.
Wynn & Sons Environmental
IN WITNESS WHEREOF, Construction Co., LLC as Principal herein} has caused these
presents to be signed in its name, b its , and attested by its ,, -,.under-
its corporate seal, and United States Fire Insurance Company as Surety herein, has caused these presents
to be signed in its name, by its Attorney-In-Fact , under its corporate seal, this
0th day of September , A.D., 20 25
Wynn & ions Environmental
ATTEST:
onstruc • n Co., LL - -(Seal)
((Sig ure) (Principal)
(Print Name) (Print Name)
f, Jr{
Title) (Title)
United States Fire Insurance Company -
ATTE ks 1)
By:
Sign e) ( Lrret )
Laura Krajczewski Tyler Ragland
(Print Name) (Print Name)
Witness Attorney-In-Fact
(Title) (Title)
BB-2 Page 601 of 1201
Agenda Item #11.
POWER OF ATTORNEY
UNITED STATES FIRE INSURANCE COMPANY
PRINCIPAL OFFICE-1 ORRISTO N9 NEW JERSEY
f
OW ALL MEN BY THESE PRESENTS:That United States Fire Insurance Company,a corporation duly organized and existing under the laws of tile
state of Delaware,has made,constituted and appointed,and does hereby make,constitute and appoint:
Joseph D.Johnso n,Jr.,Brett A.Ragland, Tyler A. a land
each,its true and lawful Attorney -fn-Fact,with full power and authority hereby conferred in its name,place and stead,to execute,acknowledge and
deliver:Any and all bonds and undertakings of~surety and other documents that the ordinary course of surety business may require,and to bind United States
Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the
regularly elected officers of U nited States Fire Insurance Cornpany at its print€pal office, in amounts or penalties not exceeding:Seven Million,Five Hundred
Thousand dollars($7,500, ).
This Power of Attorney limits the act o f those named therein to the bonds and undertakin gs specifically named therein,and they lave no authority to
bind united States Fire insurance Company except in the manner and to the extent therein stated.
This Power of Attorney is granted pursuant to Article IV of the By-Laws of United Stags Fire Insurance Company as now in full force and effect,
and consistent with Article Ill thereof,which Articles provide,in pertinent part:
Article IV,Execution of Instruments-Incept as the Board of Directors may authorize by resolution,the Chairman of the Board,President,any
V ice-president,any Assistant dice President,the Secretary,or any Assistant Secretary shall have power on behaIf of the Corpo rat ion:
a to execute,affix the corporate sea]nianuaIly or by facsimile to,acknowledge,verify and deliver any contracts,ob]i gations,instruments and
documents whatsoever in connection with its business including, without limiting the foregoing, any bands, guarantees, undertakings,
recogni ante , powers of attorney or revocations of any powers of attorney, stipulations, policies of insurance, deeds, leases, mortgages,
releases,satisfactions and agency agreements;
b to appoint, in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph ,including affixing the
seal of the Corporation,
Article 111, Officers, Section 3.11, Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds,
guarantees, undertakings, recognizanees,stipulations,powers of attorney or avocations of any pourers of atioimey and policies of insurance
issued by the Corporation may be printed, facsimile, lithographed or otherwise produced. In addition, if and as authorized by the Board of
Directors,dividend warrants or checks,or other nurner-ous instruments similar to one another in form.may be signed by the facsimile signature
or signatures,lithographed or otherwise produced,of such officer or officers of the Corporation as from time to time may be authorized to sign
such instruments on behalf'of the Corporation, The Corporation may continue to use for the purposes herein stated the facsimile signature of
any person or persons who shall have been such officer or officers of the Corporation,notwithstanding the fact that he may have ceased to b
such at the time when such instruments shall be issued.
IN WITNESS WHEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and
its corporate seal hereunto affixed this 2 8 th day of September,202 1,
11ITED STATES FIRS ISUIAC E COMP. i
lea
Matthew E.Lubin, president
State ofNew Jersey)
County of Morris
n this 28th day of September,202 1,beforc me,a Notary public of the State of New Jersey,came the above named officer of United States Fire
Insurance Company,to me personally known n to be the individual and officer described herein,and acknowledged that he executed the foregoing
instrument and afflxed the sea]of Ujiited States ire Insurance Company thereto by the authority of his office.
MEU6M H.VS
NWARY PUBLIC F NEW SAW
oradulon 0 W125M �
MY V= I /)A
Melissa H.f ' les io Notary Public)
r•
I,the undersigned officer of U nited States Fire I nsurance Company,a De law re corporation,do hereby certify that the original Power of A#tkvhc� '!}p
,r
the foregoing i s a full,true and correct copy is still in force and effect and has not been revoked.
I N Wl TNESS WH REOF,l have hereunto set my hand and affixed the corporate seal of U exited States Fire Insurance Company on the-3 t da i
of September 2025
UNITED STATES FIRE INSURANCE COMPA NY
IL P a g'e.."602.,o{f IC �
Michael C. Fay,Senior'Vice President ��
cr i r.C is
Agenda Item #11.
CERTIFICATE OF RESOLUTION
The undersigned hereby certifies that the following are true and correct statements:
1. That the undersigned is the be (insert title) of
'.� ",'o ~7L. e C_ (rnser•r birsirress rtarrre) a
(insert business organization, i.e. corporalion, LLCM, LLP), organized and
existing in goad standing under the laws of the State ofAe'e%�� - (Firm),and that the following
Resolutions are true and correc solutions adopted by the 4e (insert Sarin of
managemenl) of the Firm on the day of 20 iu accordance with the laws of the Mate of
rf�:e
- ��rtere Fir in is organized) of the Firm, and
f IV# :5 - (governing documents) of the F11,111.
RESOLVED, that the Firm shall enter into that certain Contract between Palm Beach County, a political
subdivision of the Mate of Florida, and the Firm, a copy of which is attached hereto, and be it
FURTHER RESOLVED,, that A4L-01 , the
of the Firm, is hereby authorized d instructed to execute such Contract ,
and such otifer instruments as may be necessary and appropriate for the Firm to fulfill its obligations under
the Contract.
2. That the foregoing Resolutions have not been modified, amended, rescinded, revoked or otherwise
changed and remain in full force and effect as of the date hereof.
. That the Firm is in good standing under the laws of the Mate of Florida or its state of formation, as
provided above, and has qualified, if legally required,to do business in the Mate of Florida and has the full
power and authority to enter into such Contract.
WITNESS WT ERE W, the undersigned has set his/her hand and affixed the Seal of the Finn
the ay of f� , 0 �
(Signature)
- (SEAL)
(Print acne and Tille)
" STATE OF
.4
COUNTY TY OF-
The foregoing instrument was acknowledged before me by means of physical presence oi-
❑ online notarization, this t_� day of '= I
y (narrle)aS (Mlle} for r,
on behalf of the (cho net Corporation co pang 1 partnership, o is ❑
(:!
ersonally known to nee ojU has produced -enlific;ation)as ident` cation.
- ~
Notary P ate
(Stamp/Seal) ` 12� 2
IZ-
JD
Con? n
WWI
y Co ;on xpir s 10
•`�
�r0
1
F� 1#11
CC-1
Page 603 of 1201
Agenda Item #11.
CONTRACT
STATE R A
) SS.
COUNTY OF PALM BEACH
This Contract made and entered into on 041 by and between PALM BEACH
COUNTY, a Political Subdivision of the State of Florida, y and through its Board of County
Commissioners (hereinafter "County"), and Wynn and Boas Environmental Construction Co..
�, Florida, and its heirs, executors, administrators and assigns, (hereinafter"Co taractor");
WINES SE : The Contractor agrees with the County, for the consideration herein mentioned
at its own proper cost and expense to do all the Work and fumish all necessary labor, Materials,
Equipment, machinery, tools, apparatus, services, state Workers' Compensation and
unemployment compensation taxes incurred in the perfonnance of the Contract, and means of
transportation for the complete construction of:
PROJECT NAME* PAT14WAY AND MW R CoN INULNG SERVICES
CONSTRUCTION CONTRACT
PROJECT NO.. 2025055
IN THE AMOUNTS specified in Work orders which may be issued by the County. The County
is not required to issue any Work Orders hereunder. The total value of work Orders issued under
this Contract shall not exceed Thirty-Fiore Million DoUars $3 , . , except as may be
increased according to Section 8 l 1 of the Contract Specifications.
The Contractor farther agrees for the consideration herein mentioned to commence Work with
adequate forces and Equipment within five Forking Days of the notice to commence for the
Work Order being issued for a specific project and to fully complete all contracted Work under
the same in accordance with Contract Documents, After commencement of the work, the work
Order shall be properly dispatched toward completion,to the satisfaction of the Engineer, mid shall
be fully complete within the time limit specified in the Work Order. Should the time limit for
completion of the Work Order exceed the expiration date of the Contract, the Work Order Work
gill continue to completion and the Contractor shall ensure that Beading and Insurance coverage
do not expire until all Work Orders issued prior to the expiration of this Contract are complete and
accepted. it is understood and agreed that the time li it for comp]eti on of said Work is the essence
of the Contract. If Contractor fails to complete the work within the time limit,it is agreed that for
suet Calendar Day that any Work provided for in these Contract Documents remain incomplete
after the time limit has expired, including any official extension of the time limit, the sum per day
given in the contained schedules shall be deducted from monies due the Contractor, not as a
penalty, but as liquidated damages and added expense for supervision.
C-
Page 604 of 1201
Agenda Item #11.
CONTRACT
The Contractor shall take into account all contingent Work which has to be done by other parties
arising from any cause whatsoever, and shall not plead its want of knowledge of such contingent
Work as an excuse for Delay in a Contractor's Work, or for its non-performance.
FN WITNESS WHEREOF, the Parties hay{ caused this Contract for Pathway and Minor
Continuing Services Construction Contract, Project 1o. 0 . 0 to be executed and sealed the
day and year first written above.
OWNER:
APPROVED AS TO TERMS
AND CONDITIONS
B . _
Moron L. Rose, .E.
Director of Roadway Production
CONTRACTOR: ATTEST WITLESS:
t .
r
B v
41 gnatwe) (Witnesssignat
� + *0 ; 0 N �
N _ _
(Corporate ine) Pr Int I fitness Name)
_r
a /' _ _ corporation
(insert slate o f inco7 pot-ati an
A) q'V
(Paint signatory's name) (Wit ss lure)
w
(Print signatory's title) (Nint Witness Nanw
` ,,
09 5
Y `
_ r
(Corporate Seal)
t +
f
+'' + Page 605 of 1201
,i.
Agenda Item #11.
CONTRACT
tSIGNA TURE PA GES CON TIN UEDJ
ATTEST* COUNTY:
Michael A. CarLISO Palm Beach County, a Political Subdivision
Clerk of the Circuit Court & Comptroller of the State of Florida, by and through its Board of
County Commissioners
By
Deputy Clerk y:
Sara Baxter, Mar
APPROVED AS TO FORM
I
AND LEGAL $UF I ICY
B
Yell aV H rni a n
Assistant tAttorney
-
Page 606 of 1201
Agenda,Item #11.
RECORDED
PUBLIC CONSTRUCTION BOND
NOV 1 2025
BOND NUMBER. 662-2133 0-7 -
PALM C�l COUNTY,FL
BOND AMOUNT: 1'0001000.60
CONTRACT MOUNT: $351P0009000.0o
CONTRACTOR'S NAME: W nn & Sons Environmental Construction Co., LLB
CONTRACTOR'S ADDRESS: 7266 Belvedere Road
- - e a Beach,
CONTRACTOR' PHONE: (561)686-6077 -
SURETY
RETY COMPANY: United States Fire Insurance Company
SURETY ADDRESS: 305 Madison Avenue
Morristown, NJ 07062
SURETY PHONE: (973)490-6600
OWNER'S NAME: Palm Beach Count, __-___ •
OWNER'S ADDRESS: 2300 North Jog Road, Suite 3 -33
West Palm Beach, FL 3341 1-2745
OWNER'S PHONE: 561-684-4150
PROJECT NO.: 2025055
DESCRIPTION Or WORK: Pathway and minor construction throughout the Count,
on a work order basis
PROJECT LOCATION: Countywide -
LEGAL DESCRIPTION; No legal description is available. The best description available is
as indicated on the Pr Location above.
AIL, l
� PCB-1
Page 607 of 1201
Agendaltem #11.
PUBLIC CONSTRUCTION BOND
Th1s B ond is i ssLied in favor oftlie C ounty condi t Toned on the-uII and fait -fuI p r-o an e of the Contract.
KNOW ALl, MEN BY T'1.1 ESE PRESENTS: that Contractor(Principal) and Surety, arc held and firmly
bound unto;
Palm Beach COUnty Board Of COUTAY COMmissioners
01 N. Olive Avenue
West Palm Beach.,Florida 33401
As Obligee,herein called COL111ty,for the use and benefit of claimant as herein below defined,in the amount
of:
,000,000.00
for the payinent whereof Principal and Surer} bind themselves, their heals, personal representatives,
executors, administrators,successors and assigns,jointly and severally, firmly y these presents.
WHEREAS, Principal has by written agreement dated �, n entered into a Contract
with the County for;
ProjectName: Pathway and Minor Continuing Services Construction
Contract
Pr Ieet o.: 2025055
Project Description: See Page PCB-I
.Project Location: See Page PCB-.1
in accordance Kith.Design Cn*teria Drawings and Specifications prepared by
Name of ngincerin Architectural Firm: TBD
Location ofFirm: T .D
Phone: TIED
Fax : T D
which Contract is by reference jade a Parr hereof in its enfirety, and is hereinafter referred to as the
Contract.
THE CON D I T 'TH.l S BOND i s that if Principal
I_ Performs the Contract dated between Principal and COUJIty for the construction of the
project as described above, the Contract being made part of this bona by reference, at the times and in
the manner prescribed in the Contract; and
2. Promptly makes payments to all claimants,as defined in Section 255.05, Florida Statutes,Supplying
Principal with labor, Materials,or supplies, used dig°wly or indirectly by Principal in the prosecution
of the Work provided for in the Contract;and
. Pays County all losses, damages e including liquidated damages), expenses, costs, and ationiey's tees,
including appellate proceedings, that County sustains because of a default by Principal Linder the
Contract-,and
. Performs the guarantee of all Work and Materials Furnished under the Contract for the time specified in
the Contract_ then this bead is void*otherwise�t�e I i full force.
PCB-
Page 608 of 1201
Agenda Item #11PUBLIC CONSTRUCTION BOND
5. Any charges in or under the contract documents and comp Iiance or noncompliance with any formalities
connected with the contract or the changes does not affect Surety's obligation under this band and Surety
waives notice of such charges.
b. The alnouni cal`this bond shall be reduced by and to the Wen( of ally payment or payments made in
good faith hereWider, inCILIsive of the paynnelnt by Surety of construction liens which may he filed of
record against said improvement. whether or not claim fog'the am unt of such lien be presented under
and against the bond.
7. Principal and Surety expressly acknowledge that any and all provisions relating to consequential,delay
a17d liquidated damages contained in the contract are expressly covered by and 111ade a part of this
Perfonnance, Labor and Material Payment Bond. Principal and Surety acknowledge that any such
provisions lie within their obligations and witlibi the policy coverages and iimitatioins of this instrument.
8. Section 255.05, Florida Statutes, as amended, together witlh all notice and time provisions contained
tflerein, is incorporated herein, by reference, in its entirety. And+ action instituted by a claimant under
this bond for paynrlent must be in accordance Nvith the notice and time limitation provisions in Section
255.05(2)., Florida Statutes. This instrument regardless of its torn, shall be construed and deemed a
statutory bond issued in accordance with Section 255,05,Florida Statutes.
. A ny action brought under this instrument steal l be brOLIgIlt iii the state COLI1`1 of competent j Urisdictlon in
Palm Beach County and not elsewhere.
(Seal)
Wynn & Sons Environmental Constructicn co., LL
,ATTEST
A.
By:
(Si titre) (Prinj4al)
�1 V,
(Print Name (Print lea ie)
tVA n re,5
(T tle) (Title)
(Seal)
TTE United States Fire Insurance Company
t y.
( igl t ire) 1
Laura Krajczewski Brett A. Ragland
(Print]Maine) (Print 1anie)
Witness Attorney-I n-Fact
(Title) (Title)
PCB-3
Page 609 of 1201
Agenda Item #11.
PUBLIC CONSTRUCTION BOND
PROJECT NO.:2025055
DESCRIPTION OF WO R K Pathway and minor construction throughout the County on
Work Order basis
PROJECT LOCATION: Countywide
SURETY COMPANY: United States Fire Insurance Company
SURETY ADDRESS:SS 305 Madison Avenue
Morristown, NJ 07962
- -
SURETY P1 : 9 9 -6600
BOND NUMBER: 602-213330-7
BOND AMOUNT:D'; $11000)000-00
CONTRACT AMOUNT; $3 , 1 .0
As the Surety Company for Wynn &Sons Environmental Construction Co,, L C we have executed the
captioned bond. Because the contract date is unknown, we have left the bond(s) undated. As a duly
authorized Attorney-In-Fact for the Surety, United States Fire Insurance Company er is ion
is hereby granted to Palm Beach County to fill in the contract date on the bona and power of attorney
when that date is known. Also,the `signed and sealed"date on the bonds should be completed.
PCB
Page 610 of 1201
Aaenda Item #11MW
POWER OF ATTORNEY
UNITED STATES FIRE INSURANCE COMPANY
PRINCIPAL OFFICE-MORRISTO'4 N,NEW JERSEY
02613
KNOW ALL MEN BY THESE PRESENTS:That United States Fire Insurance Company,a corporation duly organized and existing under the laws of the
state of Delaware,has made,constituted and appointed,and does hereby mare,constitute and appoint:
Joseph A Johnson,Jr.,Brett A.Ragland,T,ylerA.Ragland
each,its true and lawful Attorneys)-In-Fact,Avith full power and authority hereby conferred in its name,place and stead,to execute,acknoNvIedge and
deliver:Any and all bonds and undertakings of surety and other documents that the ordinary course of surety business may require,and to bind United States
Fire Insurance Company thereby as fully and to the same extent as if such bonds or undertakings had been duly executed and acknowledged by the
regularly elected officers of United States Fire Insurance Company at its principal office,in amounts or penalties not exceeding: Seven Million,Five Hundred
Thousand Dollars( 7,500,000).
This PoNver of Attorney Iimits the act of those named therein to the bonds and undertakings specifically named therein,and they have no authority to
bind United States Fire Insurance Company except in the manner and to the extent therein stated.
This Power of Attorney is granted pursuant to Article TV of the By-Laws of United States Fire Insurance Company as no�v in full force and effect,
and consistent with Article III thereof,which Articles provide,in pertinent part:
Article IV,Execution of Instruments-Except as the Board of Directors may authorize by resolution,the Chairman of the Board,President,any
Nice-President,any Assistant Mice President,the Secretary,or any Assistant Secretary shall have power on behalf ofthe Corporation:
(a) to execute,affix the corporate seal manuatly or by facsimile to,acknowledge,verif�r and deliver any contracts,obligations,instruments and
documents whatsoever in connection ~with its business including, without limiting the foregoing, any bonds, guarantees, undertakings,
recognizances, powers of attorney or revocations of any powers of attorney, stipulations, policies of insurance, deeds, leases, mortgages,
releases,satisfactions and agency agreements;
(b) to appoint,in writing,one or more persons for any or all of the purposes mentioned in the preceding paragraph(a),including affixing the
seal of the Corporation.
Ai-ticle III, Officers, Section 3.11, Facsimile Signatures. The signature of any officer authorized by the Corporation to sign any bonds,
guarantees, undertakings, recognizances,stipulations,powers of attorney or revocations of any powers of attorney and policies of insurance
issued by the Corporation may be printed, facsimile, lithographed or otherwise produced. In addition, if and as authorized by the Board of
Directors,dividend warrants or checks,or other numerous instruments similar to one another in form,may be signed by the facsimile signature
or signatures,lithographed or otherwise produced,OfsLiclr officer or officers of the Corporation as from time to time may be authorized to sign
such instruments on behalf of the Corporation. The Corporation may continue to use For the purposes herein stated the facsimile signature of
any person or persons who shall have been such officer or officers of the Corporation,notwithstanding the fact that he may have ceased to be
such at the time when,such instruments shall be issued.
IN WITNESS NA'I-TEREOF,United States Fire Insurance Company has caused these presents to be signed and attested by its appropriate officer and
its corporate seal hereunto affixed this 28th day of September,2021.
L ILTED STATES FIRE,rNSITRANCE COMPANY
Matthekv I .Lubin, President
State of New Jersey)
County of Morris )
On this 28th day of September,2021,before me,a Notary public of the State of New Jersey,came the above named officer of United States File
Insurance Company,to me personally known to be the individual and officer described herein,and acknowledged that he executed the foregoing
instrument and affixed the seal of United States Fire Insurance Company thereto by the authority of his office.
NOTARY F'LWC OF KW JERSEY
Cawi*m4o 1 S 50125=my n M*dc 0-ftbo 497= X 44 d"'
Melissa H.D"Alessio (Notary Public)
I,the undersigned officer of United States Fire Insuran .�� �` �;-Qorpporation,do hereby certify that the original Power of Attorney of which
the foregoing is a full,true and correct copy is still in any t a i a -61 been revoked.
IN WITNESS WHEREOF,I have hereunto set my � a, ate seal o f Un ited States Fire Insurance Company on the day
of 20
4 Y
I+TED STATES FIRE, INSURANCE COMPANY
Zo
k
Michael C.Fay,Senior-Vice President Page 611 of 120
Agenda Item #11.
INSURANCE/SURETY BONDS
COMPANY
November 20, 2025
Palm Beach County Engineering and Public Works
Roadway Production Division
2300 N. Jog Road Rm 3W-33
West Palm Beach, FL 33411
RE: Authority of Date Bonds, Powers of Attorney and Form of Guarantee
Principal: Wynn &Sons Environmental Construction Co, LLC
Project: Project No: 2025-055/Pathway and Minor Continuing Services
Bond No. 602-213330-7
To Whom It May Concern;
Please be advised that as Surety on the above referenced bond, we hereby authorize the Palm
Beach County to date the Performance and Payment Bonds, Powers of Attorney for the above
captioned project concurrent with the date of the contract agreement.
The Form of Guarantee may be dated the date of Substantial Completion.
United States Fire insurance Company
Brett A. Ragland,
Attorney-In-Fact: and Florida
Licensed Resident Agent
801 N. Orange Avenue, Suite 510 • Orlando, FL 32801-5202
(407) 843-1120 • (800)331-3379 9FAX(407)843-5772 Page 612 of 1201
Agenda Item #110 ui
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Agenda Item #11.
OEBO SCHEDULE 4—SUBCONTRACTOR/SUBCONSULTANT PAYMENT CERTIFICATION
A properly executed Schedule 4 shall be submitted for each ubcontractor subconsultant after receipt of payment from the Prime.The
Prime shall submit this form with each payment application or invoice submitted to the County when the COUNTY has paid the Prime on
the previous payment application for services provided by a ubcontractor subconsultant.All named Subcontractors/subconsultants
tiers on this form must also complete and submit a separate Schedule 4 after receipt of payment.
This is to certify that received a
( ubcontractor subconsultant Name)
(Monthly)or(final)payment of from
(Prime Contractor Name)
On �. for wry Invoice for labor and/or materials supplied
NIM DD yyyy Month
On
(Project Name) (Project No.)
DEPT.: TASKORDER/WORK ORDER/DELIVERY ORDER/PURCHASE ORDER/NO.:
PRIME CONTRACTOR/CONSULTANT VENDOR COOS:
UBCOr RACTOR SUBCONSULTANT VENDOR CODE: _
If the undersigned intends to distribute any portion of this payment to another u contractor subconsultant,please list the business
name and the amount below accompanied by a separate properly executed Schedule 4.
Price or Percentage:
Name of "d 3f"tier Subcontractor/subconsu#tant
By.
(Signature of Subcontractor subconsultant) (Warne&Title of Person executing on behalf of Subcontractor/
subconsultant)
STATE Of FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me by means of Ophysical presence orDDniine notarization,this
day of (year),by (name of person acknowledging).
Notary Public,State of Florida
Print,Type or Stamp Commissioned Name of Notary
Personally mourn OR Produced Identification Type of Identification
Revised 6. .Z 2S pursuant to Emergency Ordinance ZOZ -014,approved on June 3,,2025
1 ,s.• r' oiler. i�orgloelpAl6e' 1 i2ov.x
Agenda Item #11.
CERTIFICATION OF SUBLET WORK
PALM BEACH COUNTY ENGINEERING AND PUBLIC WORKS DEPARTII FNT
ROADWAY CONSTRUCTION SITES
PATHWAY AND MfNOR CONT SERVICES CONSTRUCTION CONTRACT
PALM BEACH COUNTY PROJECT NO. 2025055
Pursuant to section -1 of the Florida Department of Transportation Standard Specifications for
Road and Bridge Construction the Contractor shall "not, sell,transfer, assign or otherwise dispose
of the Contract or Contracts or any portion thereof, or of the right,title, or interest therein, without
itten consent of the Department. If the Contractor chooses to sublet any portion of the Contract,
the Contractor must submit a written request to sublet work on the Certification of Sublet Work
form developed by the Department for this purpose. With the Engineer's acceptance of the request,
the Contractor may sublet a portion of the work, but shall perform with its own orLanization
work amounting to not less than 40% of the total Contract amount."
Subcontractor Subcontract to
� work Description Total A,mt sublet
Nance Whom
��..
eD
Clue-
A,-
/jq(d Le
� � 7
All pertinent revisions and fe uirei nt f the Contract Documents ill be art of an subcontracts. It is agreed that
p p q o t p Y
an executed or a certified copy of the subcontract will be submitted upon request, to Palm Beach County (County).
All sublets will be in continued compliance with all Contract provisions and that the Contractor will continue to
perform the minimum percentage of the Contract Work with its own organization,as required by said Contract. It is
recognized and agreed that, as Contractor, the Contractor remains responsible for the proper performance of all
requirements of said contract and the County does not relieve or release the Contractor and its Surety or either of them
of any liability under the Contract Band. The Contractor-certifies that firms or individuals,debar-ed or sLispended by
(lie FH A or the County, are not being used as subcontractors, A false statement or omission made in connection
with this certification is sufficient cause for suspension, revocation, or denial of qualification to bid, and a
determination of non-responsibility, and may subject the person and/or entity making the false statement to any and
all civil and criminal penalties available pursuant to applicable Federal and State Law,
Y� rt 4 �
Cora Name uthorized Officer - f .
(Print
Address: Y266 &ovt-rz-�Aer Signature:
gmm
W-1
Page 615 of 1201
Agenda Item #11.
►C��� INSURANCE [SATE�� ���CERTIFICATE O LIABILITY 0710312025
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ION ONLY AND CONFERS NO FIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES HOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW THIS CERTIFICATE OF INSURANCE DOES HOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INS I ER( ,AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the olicy(ies)must have ADDITIONAL INSURED RED provisions or be endorsed.
If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require are endorsement. A statement on
this certificate does not confer rights to the certificate molder in lieu of such endor ement(s).
PRODUCER CONTACT''
NAME:
Atlantic Pacific Insurance FKONE (561)6 4-1800 FAX (551)6 6-31 3
AID No Ex#: Al No
1 1 38 Prosperity Farms RoadE-MAIL
ADDRESS:
Suite 123 INSURER(S)AFFORDING COVERAGE NAIC 0
PalmBeach Gardens FL 33410 INSURER A: FFVA Mutual Insurance Co 1038
INSURED INSURER B: Travelers Property Casualty Company of America 25674
Wynn&Sans Environmental Construction Co LL ,DBA► INSURER C- Evanston Insurance 35378
Wynn&Bork En ironrnentaI Con structlon Co Inc URERD
8 Belvedere Road INSURER E
West Palm Beach Ft_ 33411 INSURER F
COVERAGES CERTIFICATE NUMBER.- 2025 Fluster REVISION NUMBER
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE t-1 STED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT DR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONOITIONS OF SUCH POLICIES.LIMITS HO MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I TR TYPE OF INSURANCE P i POLICY EJ�P LIMIT
�' IND I<? POLICY IVI.Il�BEJR J�U#�D J�I�I�
COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE
-OTWAM TO RENTED
CLAIMS-MADE 17 OCCUR PREMISES Ea occurmne
MEN}E P(Any one person)
PERSONAL.&ADV INJURY
GEN'LAGGRE GAT E U M IT APPLI ES PER; OENERALAO REGATE
POLICY [::]JE T F-]LO PRODUCTS-COMPIOPAGG
OTHER:
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $
Ea a dent
ANY AUTO BON LY INJU RY(Per person)
OWNED SCHEDULED BODILY JNJURY(Per accident)
AUTOS ONLY ALTOS
HIRED NON-OWNED PROPERTY DAMAGE
AUTOS ONLY AUTOS ONLY (Per acddent
----------
UMBRELLA LIArE OCCUR EACH OCCUR RE NCE
EXCESS LJAB CLAIMS-MADE AGGREGATE
ICED RETENTION$
WORKERS COMPENSA110N PER I
OTH-
AND E11 PLOT ERT Maury YIN STATUTE X
ER
IP ANY PROPRIETOR RTNERIEXE UTIVE E.L.EAOHAOOIDENT $ 1,()00,
000
OJ<F'I ERMEMBER EXCLUDED? NIA WC840-081 073- 0 5A 07/ 3/ 0 07103/ 0 6
(Mandatory In NH) El,DISEASE-EA EMPLOYEE 1,000,000
If bras,describe under 1,000,000
DESCRIPTION OF OPERAMONS below E.L.DISEASE-POLICY LIMIT �-y /�
I ented/Leased 250,00
Contractors Equipment
B Pollution Evanston C PLMO L 1273 23 EST-660- E 78765-TIL- 0510312025 0510 1 O B Scheduled $3,024,423
111 I D - 0 5 $3,000,000
DES RIPTION OF OPERATIONS I LOCATIONS!VEHICLES(A CORD 101,AddiltiortaI Rermrks Sc hedute,,ray be attached if more space is requ]red)
ICE.Project# 0 -05 5 Pathway&minor construction contirl Ong services contract
CERTIFICATE HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPtRAM N DATE THEREOF,NOTICE WILL BE DELIVERED IN
Palm Beach County Board of County Commissioners ACCORDANCE WITH THE POLICY PROVISIONS.
00 N Jog Rd,6rd Floor West
14UT1HORED REPRESENTATIVE
D Engineering Dept "'I
West Palm Beach FL 33411 ,� �-
z_
1988-2016 A OF D CORPORAPDRd..AA Ifebfelonl.
ADOl D 26(201 /D ) The ADOI D name and logo are registered marks of A OI D
Agenda Item #11.
WYN S - 1 STWIG S
CERTIFICATEOFLIABILITYINSURANCEDATE JMMMiL�IY )
1 1011012025
THIS CERTIFICATE IS ISSUED AS A MATTER 1= INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INS RE (S),AUTHORIZED
REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poiicy(ies)must have ADDITIONAL INSURED provisions or be endorsed,
If SUBROGATION IS WAIVED, subject to the terms and conditions of the Policy,certain Policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such eindor ement(s).
PRODUCER �OT
A risure Southeast Partners Insurance Services,LLC PHONE FAXUAIC,I1�o
17 Citizens Blvd (Art No,Ext):(800)845-8437
Leesburg,FL 34748
INSURER AFFORDING COVERAGE RAID#
INSURER :Starstone National Insurance Company �
INSURED INSURER I3:Landmalrk American Insurance m an 33138
Wynn&Sans Environmental Construction Co,LLC INSURER
7268 Belvedere Read INSURER D
Vest Palm Beach,FL 3 411 INSURER
INSURER F.
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUE}TO THE INSURED NAMED ABOVE FOR THE POLIO'PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM CAR CONDITION OF ANY CONTRACT OR OTHERDOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE ATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS ARID CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN DEDUCED BY PAID CLAIMS.
R TYPE OF INSURANCE INSDADDL SWVQUER POLICY NUMBER POLICY EFF POLICY D17000,000
1IN EXP iMIT
A X COMMERCIAL IAL GENERAL LIABILITY
EACH OCCURRENCE
CLAIM S-MADE L AOCCUR 500EI 'i P-00 "110 11 DAMAGE$(ES TO RENTED ,
D=rreno)
MED EXP(Any one rson 101000
PERSONAL AL ADV INJURY 1 1000,000
CENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10 0#0 O
POLICY JR LIB PRODUCTS- MPIOP A 7000,000
OTHER:
A AUTOMOBILE LIABILITY oaccd�°SINGLE��LIMIT 11000,000
X ANY AUTO SGA90000861 P-00 71312025713/2026 BODILY INJURY JPerperson)
OWNED SCHEDULED
AUTOS ONLY AUTOS pp SOD I LY INJURY Per awden#
AUTOS HIRED
Y AID 6S 11 Po d nl I IAfiE
PIP 10,000
2
B UMBRELLA LIAB OCCUR E OC €JRREN E t000'00
0
li
EXCESS LIARCLAIMS-MADE LHA607834 71 l 025 713/2026 AGGREGATE ,0000000
--------------
DED._f I RETENTION
#
WORKERS COMPENSATION PER I.......... ()THY
AND EMPLO ERS°LIABILITY Y 1 ...STATUTE ER..........
(ANY PI PRIET R/PARTNERJEX E U 7 1VF 1 E.L.EACH ACCIDENT
OI=FICER!#VaEMB EXCLUDED.
I ar ator in N El.DISI=ASE-EA EMPLOYEE
If yes,describe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT
DES PJPTI N OF OPERATIONS I LOCATIONS I VEHICLE (ACORD 101,AddifiGnal Remarks Schedule,may be attached if more space is required)
Certificate holder is included as an additional insured for ongoing&completed operations on the General Liability as required per written contract* Waiver of
subrogation applies to General Liability and Auto when required by written contract,Primary and Noncontributory applies to the General Liability and Auto
when requ!red by written contra et.Excess Liability extends over General LiakbiIity,Auto Liability and Employe Irs Liability,Cancellation applies as per policy
terms and conditions.
Palm Beach County Board of County Commissioners,A Political Subdivision of the Mate of Florida,Its Officers,Employees and Agents is included a
additional insureds with respects to General Liability as required by written contract or permit
CERTIFICATE AT HOLDER CANCELLATION
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
Palm Beach County Board of County Commissioners T ��E � EOF, NOTICE WILL BE DELIVERED INA E I II C
c/o Engineering Department Roadway Production
2300 N.log Rd,3rd Floor West
West Palm Beach,FL 33411 AUTHORIZED REPRESENTATIVE
ACORD 1 10 1988-2016 ACORD CORPORATrO M191J&sqhS6Qd.
Tho A(* I n mmrna as ri 1^mn ara ranicfchror#mnrkc rite Af'()Pn
item#AA,o
pge
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ISO
0
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165
oi
pag
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to
Agenda Item #11.
0 0
Participati'on
Small Business Enterprise (SBE)
Affirmative Procurement Initiative (API)
PROJECT
PROJECT NO.
The Contractor's proposed Small Business Enterprise (SBE) goal for this project
was % /Affinnative Procurement Initiative (API) placed on this
contract was %.
The Contractor achieved a Small Business Enterprise (SBE)
participation/Affirmative Procurement Initiative (API) of % at the
end of this project.
CONTRACTOR:
BY:
PRINT NAME:
DATE:
CONST-1 Page 619 of 1201
Agenda Item #11.
FORS of GUARANTEE
BOND No. 602-21 0-7
GUARANTEE FOR (Contractor and Surety Name) Wynn &Sons Environmental Construction Co., LLC
and United States Fire Insurance Company (surety)
e the Undersigned hereby guarantee that the Pathway ad Minor Continuing Services Construction
Contract(Project), Project Number 2025055, Palm Beach County, Florida,which Nve have constructed and
bonded.,has been done in accordance with the plans and speci fications;that the work constructed will fulfill
the requirements of the guaranties included in the Contract Documents. We agree to repair or replace any
or all of our work, together-with any work of others�vhlc:h may be damaged in so doing,that r»ay prove to
be defective in the workmanship or materials within the warranty period of one year from the date of Final
Completion of all the above named work by the County of Palin Beach, Mate of Florida. without any
expense whatsoever to said County of Palm Beach, ordinary wear and tear and unusual abuse or neglect
excepted by the Coring{. VA{Iieri correction work is started, it shall be carried through to completion.
In the event of our failure to acknowledge notice, and commence corrections of defective work within five
(5) calendar days after being notified in writing by the Board of County Commissioners, Palm Bach
County, Florida,we,collectively or separately,do hereby authorize Palm Beach CoLintr to proceed to have
said defects repaired and made good at our expense and we will hoiior and pay the costs and charges
therefore upon demand.
County and (contractor, engineer, architect as applicable) agree that the provisions of Florida Statute
Chapter 558 shall not apply to this contract.
Dated
(notice of final acceptance date)
SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY
Wynn & Sons Environmental Construction Co., LLC (Seal)
(Cc4itractor
By: _ r? Ujq a,
- -A '
(S4iggnaturPrir�tcd Name anditle
United States Fire Insurance Company (Seal)
(Surety)
B T. AL,4 A Brett A. Ragland, Attorney-In-Fact
Signature) (Printed Name and Title)
OICI T-4
Page 620 of 1201
Agenda Item #11.
INSURANCE/SURETY BONDS
JON so
COMPANY
November 20, 2025
Palm Beach County Engineering and Public works
Roadway Production Division
2300 N. Jog Road Rm 3W-33
Vilest Palm Beach, FL 33411
RE: Authority of Date Bonds, Powers of Attorney and Form of Guarantee
Principal: Flynn & Sons Environmental Construction Co, LLC
Project: Project No: 2025-055/Pathway and Minor Continuing Services
Bond No. 602-213330-7
To whore It May Concern;
Please be advised that as Surety on the above referenced bond, we hereby authorize the Palen
Beach County to date the Performance and Payment Bonds, Powers of Attorney for the above
captioned project concurrent with the date of the contract agreement.
The Form of Guarantee may be dated the date of Substantial Completion.
United States Fire Insurance Company
Yrett A. Ragland,
Attorney-In-Fact and Florida
Licensed Resident Agent
I IL
P.0, Drawer 672 Orlando,FL 32802-0672 a 801 N.Orange Avenue,Suite 510 Orlando,FL 32801--5202 (407)843-1120
800)331-3379 • FAX 407)843-5772
Page 621 of 1201
Agenda Item #11.
CONSENT OF SURETY FOR FINAL PAYMENT
BOND NUMBER;
PROJECT NAME:
PROJECT CATION:
PROJECT NUMBER: CONTRACT NUMBER:
CONTRACT DATE:
In accordance with the provisions of the above named Contract between the County and the Contractor,
the following named Surety Company:
[name and address of Surety]
n the PUBLIC CONSTRUCTION BOND the following named Contractor.
[name and address of Contractor]
hereby approves of final payment by County to the Contractor, and further agrees that said final payment
to the Contractor shall not relieve the Surety Company named herein of any of its obligations to the Palm
Beach Cougly, Board of C un Conimissioners 01 I . Olive Avenue west Pam Beach Florida 33 401,
as set forth in said Surety Company's bond:
N WITNESS WHEREOF, the Surety Company has hereunto set its hand and seal this day o
20 •
(Attest) Witness Signature (Name of Surety Company)
(Fitness Printed Name) (Signature of Surety's Authorized Representative
(Printed Dame andTitle)
(Seal)
Page 622 of 1201
Agenda Item #11.
FINAL WAIVER AND RELEASE OF CLAIM
KNOW ALL BY THESE PRESENTS,that the undersigned,to induce the final payment in the sung
of $ ,and other valuable considerations and benefits to the undersigned accruing
does upon receipt of payment waive,release and quit claim all claims or demands of every kind whatsoever
against the project, commonly known as "Project"", and Palm
Beach County, Florida, on account ofwork and labor performed, and/or materials fumished in connection
with the above described project, or any part thereof.
t being understood that this is a Final Waiver and Release of Clain, and the undersigned warrants
that no assignment of said claim, nor the right to perfect a claim against any real estate by virtue of the
accrual of said payment,has or will be made, and the undersigned has the right.to execute this Final waiver
and Release,and that all laborers employed by the undersigned in connection with the Project, to the extent
f the payment herein referred to, have been fully-paid and all materials, supplies and personnel are free
and clear of conditional hill of sale and/or retain title contracts.
IN WITNESS WHEREOF, i have hereunto set any and seal and I hereby acknowledge nowledge that the
foregoing statements are true and correct this clay of , 20
WITNESS: CONTRACTOR
Signature r* Company Name
Y
Print Name Sii*
Print Name
Title
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me by mans of 0 physical presence or 0 online
notarization, this day o , 20 , by
as for , on behalf
(title of'o,. cer mem r partn r) (name of corpora ion m y rr hi
of the , who is El personally known vn to me or has
[choose one[coy-poi-at e mPa ylpar re shIP
produced (type of identification) as identification.
(Signature of Notary Public - Mate of Florida)
(Print, Type, or Stamp Commissioned Name e of Notary Public)
Page 623 of 1201
Agenda Item #11.
Form I
STATE OF FLORIDA
COUNTY OF
Before me the undersigned authority in said county and state, personally appeared
, who being first duly sworn, deposes and says that he is:
(a) President or Tee President)of
corporation authorized to do business under the laws of Florida and which Corporation is the contractor;
R
(b) a partner of the fire of
composed of and doing business
under the name of
---................ , which frrrn is thecontractor;
R
(c) the individual who, doing business under the trade name of
is the contractor,
on project No. , Road
in
County, Florida, under Resolution No. with the County of Palm Beach dated
the day of 2 �; that the deponent knows of his own
knowledge that:
1. The said contract has been complied with in every particular by said contractor and that a1 I parts of the
work have been approved by the Director of Construction Coordination of the County of Palm Beach.
. The contractor has not offered or made any gift or gratuity to, or made any financial transaction of any
nature with,, any employee of the Department in connection with obtaining g or performing said contract.
. All amounts payable for labor, materials or otherwise, in connection with said contract and work, have
been paid except for normal sub-contract retainages, which will be satisfied upon payment and/or release
f retainage withheld under this contract.
. `there are no claims or suits pending against said contractor or anyone in connection with the work
done,materials furnished or otherwise under said contract,except as listed below. As to any such exception
listed below, the contractor has stated the name ofthe entity making claim,the name of the entity against
horn the claim is being made, and demonstrated below good cause as required by Section 33 7.11 1 b ,
Florida Statutes.
(Affix Corp. Seal)
(Deponent)
(Print Name
(Title)
CONTRACTOR:
PROJECT: CONST-7 Page 624 o 01
Agenda Item #11.
Form 2
We, the having heretofore executed a
performance and payment bond for the above named contractor covering the project and road described
above hereby agree that the County of Palm Beach may rake full payment of the final estimate, including
the retained percentage, to said contractor.
It is fully understood that the granting of the right of the County of Palm Beach to make the payment
of the final estimate to said contractor and/or his assignee, shall in no way relieve the surety company ny o
its obligations under its bond, as set forth in the specifications and contract, including an amendment
hereto, pertaining to the above project and road.
N WITNESS WHEREOF, the has caused the
Instrument to be executed on its behalf by its and/or its duly
authorized attorney in fact, and its corporate seal to be hereto affixed, all on this day of
, A.D. 20l,
SURETY COMPANY
(AFFIX SEAL)
Y:
It's Attorney in Fact
(Power of Attorney rust be attached
if executed by Attorney in Fact)
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before rye by means of 0 physical presence or 0 online
notarization, this�day of 9 2 11�by a
for 9
(e.g. attorney in fact) name of Surety)
on behalf of said surety, and who is 0 personally known to rye or has
produced (type of identification) as identification, and who acknowledges that [circle one]
he/she executed said instrument for the purpose therein expressed and that [circle one] he/she has due and
legal authority to execute the same on behalf of said surety
(Signature of Notary public - Mate of Florida)
(Print, Type, or Stamp Commissioned Name of Notary public)
Countersignature:
Required ONLY if executed by Non Florida Resident Agent
Page 625 of 1201
Agenda Item #11.
RECORD OF CONSTRUCTION MATERIALS
AFFIDAVIT
(NAME) (TITLE)
OF
(NAME OF FIRM)
I solemnly swear and affirn,that as Prime Contractor, the work under the above-named contract and all
amendments thereto have been completed and materials supplied in accordance With the requirements of
said contract. I have preserved in nay files, for inspection by the Department., all invoices and records of
materials as required by Article 9-7 of the applicable specifications. These records include all materials
purchased by subcontractors and represent all commercial construction materials used in the construction
of Project No.
(Contract No. in County, and that
the information is true and correct.
Signed
STATE 1I
COUNTY OF
The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online
notarization, this day of , 2 �, by
as for , on behalf
(title of officer/member/partner) (name of cor ora i co ny/partnership)
of the , who is 13 personally known to me or has
[choose one] c rp ratio com a y a-to rs i
produced (type of identification) as identification.
(Signature of Notary Public - State of Florida)
(Print, Type, or Stamp Commissioned Name of Notary Public)
Page 626 of 1201
Agenda Item #11.
DISBURSEMENTof PREVIOUS PERIODIC PAYMENTS TO SUBCONTRACTORS
DATE:
PROJECT:
PROJECT N
TO APPLY TO MONTHLY ESTIMATE ATE FOR ,20
(Month)
prune contractor for the
above referenced contract,hereby certifies that all subcontractors having interest in this contract have received their
pro rats share of all previous periodic payments made by the Counter for all work completed and materials and
equipment furnished under the contract, except for which is in isutcvth
(leave blank if fully paid)as a result of back charges(attach explanation
of back charges, if applicable). The term "subcontractor'", as used herein, shall also include persons or firms
furnishing materials, or equipment incorporated into the work or stockpiled in the vicinity of the project for which
partial payment has been made b the County,and wort done under equipment-rental agr cnt ,
THIS AFFIDAVIT IS DONE WITH THE UNDERSTANDING THAT CONTRACT PAYMENTS ARE ,LASED
N THE TRUTH H AND VERACITY OF TES DOCUMENT~AND ANY MISREPRESENTATION HEREUNDER
COULD RESULT IN AN ACTION FOR BREACH OF CONTACT~ AND/OR LOSS, REDUCTION, OR
RETENTION N P FUTURE CONTRACT PAYMENTS.
Contractor
Signature
PrIl7t Name
Title
STATE OF FLORIDA
COUNTY _
The `oregoing instrument was acknowledged before me by means of C3 physical presence or
0 online notarization,this day of 120 ,b
as for , on behalf
(title ffio i i r rtn r) (naine of corpoi-r i ii ipanylpa rsh
of the , who is 0 personally known to me or has
[choose one]eorr orat oti eo ipan l rtn rsh
produced (type of identification)as identification.
(Signature of Notary Public - State of Florida)
(Print, Type, or Stamp Commissioned Naftg�Vrjjlk)
CONST-1
Agenda Item #11.
DISBURSEMENT OF FINAL PAYMENT TO SUBCONTRACTORS
DATE:
:
PROJECT: PROJECT'NO:
O APPLY TO FINAL ESTIMATE NO. , 20�.
- -- --- , prime contractor for the above referenced contract, hereby
certifies that all subcontractors having interest in this contract have received their pro rats share of all previous
periodic payments made by the County for all work completed and materials and equipment furnished under the
contract, except for which is in dispute with cleave
blank if fully paid) as a result of back charges (attach explanation of back charges if applicable). The term
(9subcontractor" as used herein shall also include persons or firms fumishing materials, or equipment incorporated
into the work for which final payment has been made by the County, and work done under equipment-rental
agreements.
The following are to be paid from the final payment:
Sub-Contractor or Supplier Amount
Sub-Contractor or Supplier .Amount
Sub-Contractor or Supplier Amount
Sub-Contractor or Supplier Amount
Sub-Contractor or Supplier Amount
(UseAttachment for Additional Sub-Contractor or Suppliers)
TES AFFIDAVIT IS DONE WITH TEE UNDERSTANDING THAT CONTRACT PAYMENTS ARE BASED
ON THE TRUTH AND VERACITY OF TfHS.DOCUMENT AND ANY MISREPRESENTATION HEREUNDER
COULD RESULT IN AN ACTION FOR BREACH OF CONTRACT AND/OR LOSS, REDUCTION OR
RETENTION OF FUTURE ONTRAC PAYMENTS.
Contractor By
Title
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me by means of 0 physical presence or 0 online
notarization,this day of 20 ,by
as for ,on behalf
(title of officer/member/partner) (name of corporation/company/partnership)
f the who is 0 personally known to me or has
[choose one] corporation/company/partnership
produced (type of identification)as identification.
(Signature of'Notary Public - Mate of Florida)
(Print, Type, or Stamp Commissioned Name gtg2 1 0
C ON S - 1
Agenda Item #11.
Resume
Of
Davie! P. Wynn
Daniel P. Wynn- Managing member of Wynn & Sons Environmental Construction
Company llc.
Position: General Contractor License holder for the corporation, In charge of all
corporate affairs & the daily activities administering the Annual Pathway Contract
for Palm Beach County Engineering.
1978-1998 Graben Construction Marathon Florida
Apprentice carpenter/structural concrete, promoted to foreman, then
superintendant. Duties include but not limited to plan execution, surrey, time &
materials organization, scheduling, inspection coordination, thru certificate of
occupancy for mufti-million dollars homes in the Florida Keys.
1988-1992 TLC Diversified Wellington Florida
Superintendent- Lift station installation at water & sewer treatment plants
in Palm Beach County & surrounding areas.
1992-2025 Wynn & Sons Environmental Construction Company Inc.
Qualifier-State of Florida Genera[ Contractor tic. #CGC 053505.
Responsible for the day to day operation of the corporation, from the office to
the field work. Has held numerous annual municipal contracts including but not
limited to; Palm beach County Annual, 2-City of West Palm Beach Annual
contracts,2- Palm Beach County School District annuals, Town of Jupiter Annual.
Since inception has completed 10652 projects (job work orders}. All bonded
municipal work.
Page 629 of 1201
Agenda Item #11.
f0odef Type Des.c.ription
1 2013 Leeboy 5000 Raver Leeboy Pathrna5ter 99997
3 2009 Leeboy 5000 Paver Leeboy Pathmaster 56566
4 2019 Leeboy 8500 Paver Highdeck Paver 85GOT2 57
S 2019 Weiler P385B Parer Paver P385A-1722 EQ0052
6 2016 Weiler P385 Pager Paver P38513-2964
7 2000 CAT AP1050B Paver Paver 6ZN00210
8 2016 Wirtgen W200i Milling Miffling Machine 14201117
9 20D1 Ingersoi 116899 Roller Roller DD24
11 Bomag Roller Bomag Roller VVYNBMR
12 2004 Leeboy 400 Rofier 400 holler 41197
13 2002 Leeboy 400 Roller 400 Roller 400-13 1
14 2024 Bornag BW120AD-4 Roller 3-5 Tan Double Drum 8.62E+11
15 2015 Bomag BW120 5L-5 Roller #faller 3-5 Ton DrurnSmooth 8.52E+11
16 2015 HAMM H51 Boller Single Drum Smooth Roller H2220156
17 2017 Bomag BW 120 SL-S Roller 3 Ton Roller Double Drum Smooth 861 80000000
18 2017 Bomag BW11RH-5 Moller Roller 861538721075
20 2014 .John Deere 319E Skidsteer Skin Steer Loader 1T0319EJTEJ267734
21 2013 John Deere 323D Skidsteer Slid Steer Track Loader 2000-2399 1T0323DJED 241641
22 2014 Bobcat T650 Skidsteer Skid Steer Track Loader AU11712
23 2019 Bobcat 7740 Skidsteer Bobcat Compact Track B3CA15658
25 2016 John Deere 35G Excavator Compact Excavator 1FF035 )UGK276652
26 2007 John Deere 35D Excavator Mini Excavator FIr035D236972
27 2017 Komatsu PC78 Excavator MR-10 Excavator
28 Gehl Loader Gehl Loader w/bucket 600204 PG94HD
29 2008 Bobcat T190 Loader Bobcat Cornpact Track Loader A3LN11320
30 John Deere 544H Loader John Deere Loader D 544HXS68057
31 2017 John Deere 204K Loader Loader 1lu204kxkzb038093
32 2017 John Deere 317G Skidsteer Compact Track Loader 1t0317gjehj307555
34 2014 Bobcat 5630 Skidsteer Said Steer Loader Bobcat A3NT136-/7
105 2022 1D 204L Loader 2022 JOHN DEERE 204L FOUR WHEEL DRIVE LOADER 1LU204LCEZBO65624
36 2012 Johfi Deere 318D Skidsteer Skidd Steer Loader 1T031BDATBGG21477
37 2012 Komatsu WA50-6 Loader Loader Wheel 62014
35 2018 John Deere 204L Loader 11)204L Base Loader& 4'Bucket 1LU204LCKZB051549
39 2012 John Deere 644K Loader Loader 1DW644KHPCE 45172
40 Tack Tack machine WYNTM
41 Tack Asphalt Seal Coat Machine Homemade WYNSC
43 2014 Kubota MX5100HST Sweeper Sweeper Tractor 68663
44 M6357GS8 Hammer M8357DSB Hydraulic Breaker 175
45 2007 Bobcat Hammer Bobcat Breaker Hammer 231200810
45 2018 John Deere HH60C Hammer HH60C.Hydraulic Hammer 1TDHH60CVJ0000593
47 2019 John Deere HH60C Hammer Hydraulic Hammer 1TOHH60CHJ0000680
48 ZD23 BD HB210 Hammer 2023 BD HB210✓ydraulic Breaker 165937
49 Dynapac CA151D Compactor Compactor 59811254
50 Basic Roller Basic Compactor Corp 206027009
52 2012 Quick Broom Quick sweep angle broom 84'w/couplers 1030593
.53 2017 190M-72 Broorn 72'Angle Broom w/Polar Bristle 74053
54 2017 JD SD84 Bucket Side Discharge Bucket 5314952
55 Street SR-60 Streetheat SR-60 Pavement Reheater V540945
56 JD Gator Gator WNY TR1
57 JD Gator Gator W006X40040498
58 2013 Bobcat Planer Skid Steer /Hi Flaw Planer A3NT13664 231712863
61 2001 New Holland 3450 Tractor New Holland 345D Tractor w/box blade A4444753
2 2018 Kubota M7060 Tractor Tractor 7390D
63 2015 John Deere 317G Skid Compact Track LDR Base 1T0317 JVGJ292533
64 2007 MGL Handyscreen HS96022
65 2006 Magnum MWT500 Trailer Water Trader 65106
66 Make Volvo Root Rake XIXVjX
67 2016 Wanco 1TP55-iSA MOT 1S Arrow Board,single solar panel power 5f11s1010g1010107
68 2018 1ProTec TT-300 Spray Bar Tack Trailer /8'Spray Bar 300PRO1220181 4NG
70 2001 Vermeer Chipper Tree Chipper 1VRN1416911007859
71 2007 CAT 2578 Skidsteer Cat Skid CAT0257STSLK04 08
72 1992 Bornag BW12R Roller Pneumatic Roller 106510020317
73 1996 JD 444 Loader 444G Loade{Wheel Loader Cf 444GX002428
74 2019 Bobcat T740 Skidsteer 2019 BOBCAT T740 T4 T740 83CA16 58
75 2023 5ealmaster TR300 Tack Tack Distributor E2220
76 2012 JD 644K Loader 2012JDLoaderfi44K(3/31) 1DW644KHPCE645172
77 2012 JD 644K Loader 2012 JD ioadef 644K 5176
79 2014 JD 644K Loader 2D14 JD ioa der 644K 938
79 2017 Leeboy 8510 Paver 2017 Leeboy Paver$61Q 167091
80 2011 JD Gator Gator 2011 JD Gatof(4115) 475
81 2019 Kubota M706 Tractor 2018 Yu M706Tractor(4/15) 390D
82 2023 HB HB210 Hammer 2023 H0210 Hammer(5/16) 165937
83 2DO5 Leeboy 400 Roller Double Drum Roller 44819
84 2011 Bobcat E32 Excavator Mini Excavator A94H14342
85 2004 Leeboy L8500T Paver Leeboy Paver L8500T 43175LD
86 2019 Bornag BW120AD Roller Bornag 120AD 101880571029
87 2016 CAT 308 Excavator CAT39008E2 CAT030BEEFJX07104
88 2023 Kubota MX5400 Tractor MX5400H TTractor
89 2014 JD 410K Backhoe JD Backhoe 1T0410KXLEE261282
90 2003 JD 3 10SG Backhoe JD Backhoe T0310SG918373
91 2017 Weiler C307 Roller 2017 Roller C307 11 30 of 1201
Agenda Item #11.
92 2022 Bobcat N8160 Hammer FEmmer B37 O2948
93 2017 sweat HF Planer 40"Hi+Planer 2556
94 2015 Bobcat HF Planer 40 HF Planer 1991
95 2021 Bobcat €V8160 Hammer Nitro Breaker 1742
96 2019 Bobcat t B160 Hammer Nitro Breaker 242
97 2018 Bobcat NB160 Hammer Nitro Breaker 238
$ 2019 Kubota i97-2 Skidsteer Skidsteer KBCZ064CENlA67817
99 2023 Sealmaster TR300 Tack Heated Aspa hit Tack Trailer Gemseal E2220
100 Smith SCM 100 Sweeper SCM 100 7'Front mount Sweeper KU5400 K2-1227
38 2015 Kubota R530R41 Loader wheel loader 3-1.4 10012
102 2012 Bobcat A770 Skidsteer 2012 Bobcat A770 Skid Steer Loader ATDW1162
103 2011 Leeboy 400T Roller 5TOn 75833
104 2011 Terex RL400 Light 2011 Terex RL 4000 Portable wl Lt Trailer +47JSU419BIOW131
101 2019 Kubota R630 Loader 2019 Kubota R630 Wheel Loader 11391
106 2013 multiquip 1.5TOn Roller 1.5 Ton 130801
ID7 2017 Kubota R5 0 Loader 2017 Kubota R530 Loader R530R4110684
108 TS U I KWO078 Generator 6OKW 7300101
109 T RUMI KWO107 Generator 20KW 7105818
110 Kato 2890 Excavator Mini Excavator EG1702890
111 Bobcat E11691 Excavator Mini excavator 84K911691
112 CAT Forklift Forklift AT83FO1533
113 Sarreto Trencher Track sarreto Trencher RTK284
114 2024 Miller MC650 Curb Miller Curber 05-13HE-650-06SS
115 Kubota SVL Skidsteer SVL75 . 74791
116 2024 Kubota MX5400 Tractor MX5400-To be used with Sweeper KBE1BURTM31141
117 2024 Smith MX5400 Sweeper SC 100 V Sweeper
118 2010 Wacker 6L Light 2010 Wacker 6L Trailer L ght
119 2016 Wacker DW60 Buggy Site Dumper C Tory Cap WNCD1801APALOD552
120 2019 Wacker DW`50 Boggy Site Dumper 6 Ton Cap W CD0207JPALOG907
121 2019 Weiler P3B5 Paver 2019 Welter P385B Asphalt Paver 1W }P385=002$41
122 2017 Bobcat T970 Skidsteer 2017 Bobcat T870 Skid Steer ASWT12377
123 2016 Leeboy 400 Roller used 2016 LeeBoy 400 s n 122030 122030
124 2016 Kubota U25 Mini excavator 2016 Kubota U25 Mini Excavator 51145
125 2024 Polaris Z25 Polaris Z24NMF99AR 3NS MF997RF302753
126 2024 Polaris Z25 Polaris ZZ4A5K87A5 3t SA5K872RHO8819
127 2022 JD 130G Excavator FT4 Excavator IFF130GXJNF043108
Page 631 of 1201
Agenda Item #11.
AUTO LIST-WYNN AND SONS
Vehicle it Year Make .# _ :�.yType VIN -16MOM
1 2010 FORD F150 Pickup 1FTMF1CW7AI"C24 45
2007 FORD F150 Pickup 1FTRF12W17NA83450
3 2014 FORD F150 Pickup 1FTFWlEFXEFC01324
4 2005 FORD F1.50 Pickup 1FTlRX12W45FA33355
5 2008 FORD F250 Pickup IFTI F205X8ED69359
6 2015 FORD F250 Pickup 1FTBF2A66FEA52749
7 2016 FORD F250 Pickup 1FTBF2A6 G B43084
8 2004 INTL 4000 Dur p truck 1HT MAAN04H658238
9 2013 FORD F350 Pickup 1FDRF3C65DEA20119
10 2008 INTL 7000 Dump Truck 1 HTW AAR18l688656
11 2008 FORD F350 Pickup 1FTWW3 Y78ED16331
12 2012 FORD F350 Pickup 1FDRF3 69CEB84777
14 2012 FORD F350 Pickup 1FDRF3 64CEC31858
15 2012 FORD F350 Pickup 1FDRF3 62CEB84779
1.6 2015 FORD F350 Pickup 1FDRF3G62FED18307
17 2016 FORD F550 Pickup 1FDUF5 T8CEB86344
18 2016 FORD F250 Pickup IFT7 2865 EC 5556
19 2016 FORD F250 Pickup 1MW21363 ED00315
20 2012 FORD F450 Pickup 1FDUF4 YCCi`884782
22 2009 Ford F350 Pickup 1FDWW36R29EB08504
25 2016 Freightliner CT Concrete Truck 3ALH 3DV2 DH 6205
26 2018 Freightliner M2 106 Dump truck 1FVHCYFE7JHJ 6902
7 2020 Freightliner M2 106 Dump truck 1FVIHCYFE4LHL11193
28 2019 Freightliner M2 106 Dump truck 1FVHCYFE6KHKC745
29 2019 Freightliner M2 106 Water Tack 1FV CXFC4I Hi E6043
30 2006 INTL 4000 Water Truck 1HTMMAA i36H1 67 9
31 2002 INTL 4000 Single Axle 1HTSCABN22H552069
32 2008 INTL 7000 Dump Truck 1HTWCAAR58J688658
33 2007 INTL 7600 Concrete Truck 1HTWYAHT77J450299
35 2017 NI SS TITAN Pickup 1N6AAlR73HN528747
38 2016 VOLV VHD Dump truck 4V5KC9DG8GN964080
9 2017 VOLV VHD Dump truck 4V51C9D1HN978677
40 2017 VOLV VHD Dump truck 4V5IC9DC6HN983485
41 2018 VOLV VNR Flatbed 4V5W19DF4IN907379
42 2019 VOLV HD Dump truck 4 5K99EH9KN202083
43 2016 VOLV VN Lowboy Tractor 4V4 C9EH4 N939427
44 2010 Wacker 6L 26L Trailer Mounted Light Tower 5XFLN0510AN004517
45 2024 Golf Cart
46 W Development Trailer
47 Bova HD LP Telescopic Dump 51WID1428 1447421
48 2018 Freightliner M2 106 Dump Truck 3ALHCYFCBJDJL6108
Page 632 of 1201
Agenda Item #11.
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Page 634 of 1201
Agenda Item #11.
DIVISION OF CORPORATIONS
rg
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Department of State 1 Division_of Corporations ! Search Records ! Search b Entity r r�� 1
Detail by Entity Name
Florida Limited Liability Company
WYNN & SONS ENVIRONMENTAL CONSTRUCTION CO. LLC
Filing Information
Document Number L23000051906
FEIIEIN Number 66-0301746
Date Filed 01/20/2023
Effective Date 09/16/1991
State FL
Status ACTIVE
Last Event CONVERSION
Event Date Filed 01/ 0/202
Event Effective Date NONE
Principal Address
7268 BELVEDERE RD
WEST PALM BEACH, FL 33411
Mailing Address
7268 BELVEDERE RD
WEST PALM BENCH, FL 3411
Registered Agent Dame &Address
NN, DANIEL P
7268 BELVEDERE RD
WEST PALM BEACH, FL 33411
Authorized Person(s)_Detail
Name&Address
Title AMBR
WYNN FREE HOLDINGS LLC
7268 BELVEDERE RD
WEST PALM BEACH, FL 33411
Annual Reports
Report Year Filed Date
2024 04/29/2024
2025 04/29/2025 Page 635 of 1 01
Agenda Item #11.
}; Vendor Information
a4
19
Vendor ID: 1 YNNO9 1
Legal Business flame: VNNl l & SONS ENVIRONMENTAL ENTAL Alias/DBA: V YNN & SONS
CONSTRUCTION LLC ENVIRONMENTAL
CONSTRUCTION CO INC.
Adress es : 7268 Belvedere Rd, West Palm Beach 33411 onta t s :DANIEL P VVYNN 1- - 077
-3308 F I HA D VOLPE 5 1-797-94 2
7268 Belvedere Dead, West Palm Beach
33411
7268 Belvedere Road, West Palm Beach
33411
Email(s): ri l .wynnandson @a yahoo. ern Web Site:
-- -fir- All
33010 Fencing, Concrete or Rock
74565 Tait hang Mix, Asphalt Concrete
lConcrete, Repair, Rapid Setting
91319 ;Construction, Curb and Gutter(Includes Maintenance, Repair,
4
91347 Construction, Sidewalk and Driveway(Includes Pedestrian and
91394 Paving/Resurfacing, Alley and Parking Let
h
91395 Paving/Resurfacing, Highway and Road
91396 Paving/Resurfacing, Street (Major and Residential)
9140 Concrete
96118 Concrete Resurfacing Services (Swimming Peels, Driveways, lea
11/4/2025 11. �-age'63Aadr
e 12
Agenda Item #11.
}
t
Form J-EB0 v.
SBE PARTICIPATION EVALUATION RM
4
DATE BENT. 10116125 CONTRACTS MANAGER:ER: Folly Knight P.E.
1
PROJECT NAIVE.
PROJECT#. 2026055
Path
"a and I i.nn r Continuing Services
USER DEPARTMENT: Engineering SOLICITATION OPENING DATE:October 1 # 0 5
SD ESTABLIS HED API:The API set for this Project is 10%S BE m in im ummandato ry f
KEY(S) FOR DETERMINATIONS:
(1) YES
( N
a
. ( NOT APPLICABLE
1
Respondents with an asterisk did not submit schedules,
5
RESPONDENT IF OPAL PERCENTAGE
APPLIES
RESPONDENTS IS A CERTIFIED RESPONDENT CIF SBE i
SBE UTILIZATION {
IS RESPONSIVE
Wynn and Sons Environmental Construction Co,, LLC 2 1 1336%
3
'4
Evaluation NOTES:See the attached review.
3
a
4
Evaluated By: Robin Aruell Approved by:
wmn■mrmnMo■mmmur �� rrrr.r
r
Signature* Signature: -
--------
s
IDa
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2
t 12 Date. �Fr
1
-LP1.±1
1
*Rev.:06.05.25 pursuant to Emergency Ordinance 2 ,approved on June 3,2025
i
Agenda Item #11.
2
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Certification Expiratio'1 Bid Amount/Price/Percent:
Prime Respondent:Wynn&ions Environmental Status Date BidAmount
Construction o,LLC ($ 0,9 0,11 . 0)
Amount Less Contingency
Subcontractor/Sub consultant Name Supplier �
s
$736
3
. a n Enterprises Inc. 1 2 .o
1
4
Fire Une Strippiong SBE 6/4/27 $26;,475.00
.1
SP Britt Trucking&Transport Inc. SBE 6/13/26 2,0400,000. 0
. 2%
TOTAL SBE PARTICIPATION 1336%
Evaluation Comments: Wynn&Sons EnWronmental construction Co,LLC(RESPONSIVE)
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Attachment 2
SB F comP11an fora-Pathway&Minnor Continuing Serge Project#2025055
Agenda Item #11P,
: :. ns 01 A LAC:::::.
jjkF
# FDOT Item 4 Item Description QtY. Units Unit Price Unit Price Amount
1
SPA 'ITEMS' ....
N/A Emergency Response Hours) 10 EA $ 10,000.00 $ 70.00 $ 7,50.00
2 N/A Emergency Response(6 Hours to 24 Hours) 20 EA $ 20,000.00 $ 750.00 $ 15,000.00
3 N/A Emergency Response(24 Hours to 72 Hours) 30 EA 30,000.00 $ 750.00 $ 22,500.00
SUBTOTAL(EMERGENCY RESPONSE)SE) $ 45;000.00
-777
4 1101-1 Clearing&Grubbing 200 AC S 200,000.00 725.00 $ 145,0 0.00
5 110-1 Remove Existing Asphalt(Full Depth)(See Motes) 20,000 SY $ 40,000.00 $ 1.80 $ 36,000.00
6 120-1 Regular Excavation 1.0,000 CY $ K000.00 $ 6.50 $ 65,000.00
120-1 Shallow Excavation(Depth<41=t) 3,000 CY 30,000.00 8.00 $ 24,000.00
120-6 Embarf rnent(Compacted in Place) 2,500 CY $ 257000.00 $ 7.50 $ 15,750.00
9 NIA Finish Existing Rock Base(Includes Prime Coat) 1,000 SY $ 7,500.00 $ 5.75 $ 5,750.00
10 /A Finish Grading 20,000 S 70,000.00 2.80 $ 56,000.00
11 55-X 4"Base(Includes Prime Coat) 15,000 SY $ 120,000.00 S 7.2 $ 10 ,750.00
12 285-X 6"Base(Includes Prime Coat) 20,000 SY $ 200,000.00 $ 1.1.00 $ 220,000.00
13 5-X 8 t"Base(lncludes Prime Coat) 5,300 SY $ 106,000. 0 $ 15.00 $ 79,500.00
14 2 5-704 Optional Base Group 4 Soo SY $ 9,500.00 $ 19.00 $ 9,500.00
is 2 5-707 Optional Ease Group 7 10,000 SY $ 155,000.00 $ 19.00 $ 190,000.00
16 25-710 Optional Base Group 10 500 13,750.00 $ 20. 2 $ 10,310.00
17 2 5-'713 Optional Base Group 13 10,000 SY S 255,000.00 $ 26.50 $ 255,000.00
18 334-I Asphalt Driveway(1 11 " (Includes 6"'Base) 1, 00 SY S 63,000.00 2 .00 $ 52,200.00
19 327-70 Mill Existing Asphalt Pavement( ,000 SY) 30 1.1.Day S 159,000.00 $ 47975.00 $ 149,2 0.00
0 N/A Portable Milling Machine 1,000 HR S 250,000.00 $ 95.00 95,000.00
21 NIA Reuse Millings For Pathway(6"Deep) 3,000 SY S 30,000.00 $ 6.50 $ 19, 00.00
22 339-1 Misc.Asphalt(0-50 Ton Orders)(Includes Tack Coat)(See 150 TN 30,000.00 $ 180.00 $ 27,000_00
Notes)
3 339�1 Misc.Asphalt 50 Ton,Orders)(includes Tack Coat)(See100 TN S 20,000.00 $ 170.00 17,000.00
Notes)
24 334-1-13 Superpave Asphaltic Concrete(SP-9.5 Traffic Level C)(0- 500 T' $ 873500.00 $ 170.00 $ 85,000.00
00 Ton Orders)
25 334-1-14 Sup rpa a Asphaltic Concrete(SP-9,5 Traffic Level C 1 ,000 TN $ 27062,500,00 $ 144.00 $ 2,160,0 0.00
200 Ton Orders)
26 337-'- 2 Superpa a Asphaltic Concrete( C- .5 Traffic Level0- 500 T $ 10 ,OOO.E10 $ 190.00 $ ,0 0.00
200 Ton Orders)
27 337-7- 2 Sup Grp ave Asphaltic Concrete FC-9.5 Traffli c Level Q ,000 TN 17000,000.00 S 179.00 S 8957000.00
200 Ton Orders)
28 34�1�13 S uperpave Asphaltic Concrete(SP-12.5 Traffic Level C (0- 7000 'T 342,000.00 10.00 $ 340,000.00
00 Tory Orders)
2 334�1�1 S uperpave Asphaltic concrete(S�'-12.5 Traffi c Level 4,000 IN $ 550,000.00 144,00 576,000.00
20 Ton Orders)
Aft ch rune nt
Page 1 of
Agenda Item #11 -----Wpqqqq P 4
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FDOT Item Item Description Qty. Units Unit Price Unit Price Amount
30 NIA Pavement Texturing:Colored Coating(Standard Formula) 100 Y 20,000.00 100.00 10,000.00
-------------31 '1A. Pavement Texturing:Colored Coating(Traffic Fonnula) 100 SY. 20,000.00 $ 100.00 $ 10,000.00
32 /A. Pavement Turing:Heat&Imprint Existing Fa vernent 100 SY 20,000.00 100.00 $ 10,000.00
3 I.A. Pavement Texturing:hnprint New Installation, 100 SY 20,000.00 $ 100.00 $ 10,000.00
34 /A. Pavement Texturing.Sealer Concrete 100 SY $ 15,000.00 $ 100.00 S 10,000.00
35 -1- Paver Brick 1 ,000. 0 175.00 17,500.00
36 526-1-101 Remove Paver Brief 100 SY $ 5,000.00 $ 40.00 $ 4,000.00
7 26-1-1.01 Reset Paver Brick 100 SY $ 15, 00.00 $ 85.00 $ 8,500.00
SUBTOTAL(ROADWAY) , 4; '10'00
:..
38 42 -1-311 Inlets(Curb)(Type -1 ( 101 10 EA. $ 61,500.00 $ 11,200.00 $ 112,000.00
39 425-1-31 Inlets(Curb)(Type P-1)(Partial-Top Orly) 15 EA S 118,500.00 $ %200.00 $ 138,000.00
40 4 -1-3 1 Inlets(Curb)(Type P-2)(<10') 10 EA 79,000.00 $ 12,200.00 $ 122,000.00
41 42 -1-325 Inlets(Curb) Type P- . (Partial-Top Only) 1 111,500.00 10,2 0.00 15 ,000.00
42 2 -1-3 1 Inlets(Curb)(Type P- (<10') 1 EA, $ 691000.00 $ 8,750.00 $ 87,500.00
43 425-1-3 5 Inlets(Curb)(Type P-5)(Partial-Top Only) 15 EA. $ 882500.00 6,950.00 S 104,250.00
44 425-1-361. Inlets(Curb)(Type P-6)(<10') 10 EA $ 6 ,5%00 $ 9,20 .00 S 92,000.00:
45 425-1-365 Inlets(Curb) Type P- (Partial-Top Only) 15 EA 102,"7 0.00 6, . 0 S 1 4,250.00
46 425-1-521 Inlets(Ditch Bottom)(Type Q 20 EA 100,000.00 $ 4, 50.00 95,000.00
47 425-1-541 Inlets(Ditch Bottom)(Type D) 10 EA 70,000.00 .0 ,000.00
48 425-1-910 Inlet(Closed Flume)(Type I) 20 EA. 85,000.00 $ 4, 00.00 80,000.00
49 425-1-910 Inlet(Closed Flume)Double B arrel 5 EA S 26,250.00 $ 4,00 .00 S 20,000.00
0 110-4-1 Inlet(Remove and Dispose) 10 E 15,00 .00 $ 1,500.00 S 157000.00
51 4 .5-2- 1. Manhole(Type -8)(<10') 20 EA S 120,000.00 $ 5,450.00 S 10%000.00
52 425-2- 3 Manhole(Type 8)(Partial-Top Orly) 10 EA. S 52,500.00 3,250.00 32,500.00
53 425-1 Steel Reticuline Frame&Grate(Installed)(Index 232) 25 EA S 62,500.00 S 2, .00 2,500.00
54 425-4/425-5 Adjust Existing Manhole or Inlet 25 EA, 1,250.00 2,2 0.00 $ 56,250.00
55 4 5-7 Manhole Cover(Replace) 10 EA 15,000.00 $ 2,000.00 20,000.00
56 4 5-5 Manhole Corer(Adjust) 20 EA. 3.0,000.00 $ 2,0 0.00 40,000.00
7 425-5 Manhole Riser I"to 2" 25 E $ 8,750.00 500.00 12, 00.00
58 425-5 Manhole Ring and Cover(24")(Traffic Rated) 25 EA. $ 62,500.00 $ 2,500.00 $ 62,500.00
59 4 5-4 Modify Inlet&Install Reti aline France&Grate 5 EA 15,000.00 $ 2,500.00 S 12,500.00
0 42 -1 Modify,Repair and/or Rebuild Existing Curb Inlet 10: EA $ 25,000.00 $ 2,500.00 S 25,000.00
1 425-6 Adjust Valve Box 200 EA $ 20,000.00 $ 100.00 $ 20,000.00
2 25- Valve Box Cover(Replace) 0 EA 2,,000.00 $ 110.00 ,200.00
3 425-6 Valve lox Cover(Adjust) 20 EA $ 5,000.00 $ 200.00 $ 47000.00
64 164-4- 00 Relocate Fire Hydrant 10 EA 65,000.00 $ 77500.00 $ 75,000.0
Attachment
Page 2 of 9
Agenda. Item #11.
TABU
PAS"A ::��`�:AN :: � ::.::.............:.:..:.
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FD T Item## Item l e ciiption Qty. Units Unit Price Unit Price Amount
65 425-10 Yard Drain(Index 2 2) 10 EA 25, 00.00 $ 2, 0.00 S 2 ,0 0_00
6 430-175-115 Concrete Pipe Culvert 15't RCP) 2 0 LF $ 45P000.00 $ 140.00 S 28,000.00
7 430-175-118 Concrete Pipe Culvert X RCP) 1,000 LF $ 100,000.00 $ 147.5 $ 147,500.00
68 430-175-124 Concrete Pipe Culvert 24"RCP) 1,000. LF 125,000.00 157.50 157,500.00
69 430-175-1.30 Concrete Wipe Colvert 30f'RCP) 1, LF 1351000.00 207,50 $ 2 7,500-00
70 430-175-136 Concrete Pipe Culvert 3 6f"RCP) 1,000 LF $ 145,000.00 $ 262.50 $ 262,500.00
71 4 0-175-142 Concrete Pipe Culvert 42"RCP) 1,000 LF $ 165,000.00 $ 317.50 317,500.00
2 430-175-115 HDPE Pipe Culver. 15" 500 LF $ 45,000.00 74.00 37,00 .00
73 430-175-118 HDPE Pipe Culvert(18 500 LF $ 50,000.00 $ 1 0-00 $ 50,000.00
74 430-175-124 HDPE Pipe Culvert 24" 5 LF $ 2,5 . $ 12 .5{ 63,250.00
75 43 -175-130 HDPE Pipe Culvert " 50 LF $ 72,500.00 $ 177. $ 88,500.00
76 43 -175-136 HDPE Pipe Culvert 3 " 50 LF $ 75,000.00 $ 1.77.00 $ 88,500.00
77 4 -175-142 HDPE Pipe Culvert 42" 500 LF $ 82,500.00 $► 177. $ 88,500.00
78 430-175-148 HDPE Pipe Culvert 4 "t 500 LF $ 872500.00 $ 198.50 99,250.00
79 43 -175-115 Corrugated Polypropylene Pipe Culvert 15t, 500 LF $ 100,000.00 $ 85.80 $ 42,900.00
0 430-175-118 Corrugated Polypropylene Pipe Culvert .1 500 LP $ 125,000.00 $ 110.00 S 55,000.00
1 43 -175-124 Corrugated Polypropylene. Pipe Culvert 2 " 500 LF $ 150,000.00 $ 136.50 $ 68,250.00
82 43 -175-130 Corrugated Polypropylene Pipe Culvert 30f' 500 LF $ 225,0 0.00 $ 177. $ 88,500.00
3 430-175-136 Corrugated Polypropylene Pipe Culvert 36f' 500 LF $ 300,000.00 $ 177. $ 88,500.00
4 43 -175-142 Corrugated Polypropylene Pipe Culvert 42") 500 LF $ 375,00 .00 $ 177.00 $ 88,500.00
5 130-175-14 8 Corrugated Polypropylene Pipe Culvert 4 500. LF 450,000.00 $ 21.6.5 $ 108,250.00
6 4 -17 -115 A.-20 00 Pipe Culvert 15 PVQ10 LF S 10,000.00 $ 80.00 $ 8,000.00
7 43 -175-11 A-2000 Pipe Culvert 1 t'PVQ 5 LP $ 62,5WOO $ 100.00 $ 50000.00
88 430-175-124 A-2000 Pipe Culvert 24"PVC} 500 LF $ 75,000.00 $ 135.00 67,5 0.00
9 430-982-123 Mitered End Section(Round) 15" 5 EA $ 7,5KOO $ 17500.00 $ 7,500.0
90 430-9 2-125 Mitered End Section(Round) 181' 10 EA $ 19,000,0 $ 1, 0.0 $ 167000.00
1 430-9 2-129 Mitered End Section(Found) 241' 10 EA $ 20,000.00 $ 1,800.00 $ 18,000.00
92 430-982-133 Mitered End Section(Round) 3 " 10 EA $ 57000-00 5, 00-00 $ 50P0.00
93 430-982-138 Mitered d End Section(hound) " 10 EA $ 27,000.00 $ 6A0.00 $ 60,000.00
94 430-982-140 Mitered End Section(Round) 42" 10 EA $ 60, W00 $ 7, O0.00 $ 707000.00
5 430-174-11 ADS Flared End 0 811 P 2 Eli $ 3,800.00 $ 1,250.00 $ 2,500.00
96 43 -174-124 ADS Flared End 4"HDPE 2 EA $ 4P0. 0 $ 1Y500.00 3,000.00
97 43 -174-136 ADS Flared End 3 "HDPE 2 EA $ 57400.0 $ 2,000.00 S 4,000.00:
98 430-174-148 ADS Flared End 4 "HDPE 2 EA $ 7,800.00 $ 3, 0 .00 6,000.00
9 443-7 -3 French Drains 1 " 1 P (Includes Ballast Roc Filter 5 LF $ 57000.00 $ 200.00 S 5,0 0.00
RM
tru
Fabric)
1 443-70-4 French Drains 2.4" MP (Includes Ballast Rock z Filter' 25 LF 5P000.00 $ 245.00 $ 6,125.00:
Fabric
Attachment 3
Page 3 of
Agenda .1tem #11tA
........ ....'.'... ....
. .:. ... ... ..:: :... .: .
Lap -eer
ON
## FDOT Item# Item De cAption Q ty. Units Unit Price [knit Price Amount
101 2 443-7 -3 French brains( S RC P) ncl udes Ballast Rock&Filter 1
Fabric)
1 4 3�70rt4 French Drain (24f'FRCP)(Includes Ballast Rock �Filter
Fabric 10 LF $ 20,000.00 $ 245.00 $ 24,500.00
103 530-3 Rubble Rip-Rap 25 0 T 47, 0 _00 185.00 46,250.00
104 53 -74 457 Coarse Aggregate(F1 T) 10 TN $ 1,900.00 $ 185.00 $ 1,850-00
105 430-x Sand Cement End wall 15 CY S 4,500.00 $ 350.00 $ 5,250.00
106 MIA 1 ewa.tering( t"Pump/Wellpoints) 20. B 80,000.00 $ 4,000.ioo $ 80,000. 0
SUBTOTAL(DRAINAGE) 494649825.00
.. 77.CONC
107 N/A Concrete Grinding to Remove Trip Hazards(see TSPs) 1,000 IMF $ 50,000.00 $ 25.00 $ 25,000.00
108 400-x Misc.Concrete(Includes Reinforcing Steel) 100 CY $ 100,000.00 $ 900.00 90,000-00
109 400-x Class I Concrete(Gravity Fall) 50 CY $ 50,000.00 $ 900.00 $ 45,000.00
110 52 -2-4 Concrete Curb(Type I3)(See Notes) 10,000 LF $ 180,000.00 $ 21.00 $ 21 OPO.00
111 11 -10 Concrete Curb Type D(Removal) 750 LF $ 9P375.00 $ 13.00 $ 9,750.00
11.2. 520-1-10 Concrete Curb&gutter(Type F) 20,000 LF $ 40%000.00 $ 22.00 $ 440,000.00
113 110-4-10 Concrete Curb&Gutter Type F(Removal) 11,000 LF $ 148,500.00 $ 12.75 $ 140,25 .00
114 -3 Concrete Valley Gutter 1,600 LF $ 35,200.00 $ 25.00 $ 40,000.00
115 1.1 - -10 Concrete Valley Gutter(Removal) 3,000 LF $ 37,50 .00 $ 12.75 S 38,250.00
116 5 -2 Concrete Curb&Gutter(9f")(PBC Standard) 100 LF 2,200.00 $ 35.00 $ 3,500.00
117 11 -4-10 Concrete Curb&Gutter( " (Removal) 25 1_.F $ 225.00 $ 15.00 $ 375.00
5
118 52 -2 Concrete Flush Header Curb(PBC Standard) 25 LF $ 1,375.00 $ 50.00 $ 1,250.0
119 110-4-10 Concrete Flush Header Curb(Removal) 500 LF $ 6,000.00 $ 15.00 $ 77500.00
120 5 0-1 Concrete Mountable Cutter(PBC Standard) 50 LF $ 1,10 .00 50.00 $ 2,500.00
121 110-4-10 Concrete Mountable Cutter(Removal) 50 LF $ 1,100.00 13. 650.00
122 52 -5 Traffic Separator Conc(Type 1) 1,500 SY S 142,500M $ 110.00 $ 1657000.00
123 5 -5 Traffic Separator Conc(Type F 500 SY 100,000.00 180.00 $ 90, 00.00
12.4 110-4-10 Traffic Separator Concrete(Removal) 50 SY 3,750.00 75. $ 3,7 0.00
125 522-1 Concrete Side valk(4f"Thick) 10 SY 1,000 SY $ 200,000.00 15 .00 $ 180,000.00
126 522-1 Concrete Sidewalk 4t"Thick)(10 SY to<50 SY 12:000 SY $ 180,0100,00 180.00 $ 110PO. 0
127 522.-1 Concrete Sidewalk 4t"Thick) 5 SY or Greater) 5, 0 SAY" 300,000.00 6 .5 $ 3021.500M
-------------
12 5 -2 Concrete Sidewalk 6"Thick)(Driveway) IP000 SY 200,000.00 180.00 $ 1807000,00
1.2 522.-2 :Concrete a env �c r ivew y to 1 Po SY 2 0X0.0 $ 15 .00 $ 180,000.00
130 522- on xete e c (Driveway) or 15,000 SY $ 94500_0 $ 69.50 $ 1,042,500.00
131 5 2.2 Concrete Sidewalk 6" 'hick)(Curb Ramps) 20,000 SY $ 1,780,000.00 $ 91. 0 1,830,000.00
RA
132 527-2 Surface Applied Tactile Surface 2,000 SF $ 40,000.00 $ 42.00 $ 84,000.00
133 527-2 Cast-In-Place Tactile Surface 202000 SF $ 500,000.00 $ 39. 0 $ 780,000.00
134 1A Pump Mix for Concrete Pumping 500 CY $ 17,500.00 $ 20.00 $ 10,000.00
Atta h m n13
Page 4 of 9
Agenda Item #11INO
D T-A
� � ��
: ... ..........:....... ........... .
.:... ....:. : . ...
:....TA:T----1Ef7WA:--Y:--":'A- ND..:M
nvironinen�:..::. .:.. ..
GT Item# Item Description Qty. Units Unit Price Unit Price Amount
135N/A Pumping or Hand Placement of Concrete 1/2 Day) -5 EA $ 72500,00 1,500.00 $ 7,500.00
136 N/A Pumping or Hand Placement of Concrete(1 a 5 EA S 10,000.00 $ 27 00.00 $ 10,000.00
137 110-4-10 4"Concrete Removal 5,000 S 5,000.00 $ 15,00 $ 75,000.00
138 110-4-10 r"Concrete Removal 5,000 SY 5,000.00 $ 15.00 75,000.00
:SUBTOTAL(CONCRETE) S 6449475.00
FEWNG;AND RAZING ITEMS
139 550-10-212 Type B Pence ( 'High)(wl Top Rail)(Green Vinyl Clads 200 LF 40,000.00 S 150.00 30,000.00
140 550-10-222 Type B Pence ( 'High)(wl Top Rail) Green Vinyl Clad) 400 LF $ 100,000.00 $ 150.00 $ 60,000.00
141 110-1-1 Chain Link Fence(Removal&Disposal) 250 LF $ 2 ,000.00 $ 50.00 $ 12,500.00
142 550-10-410 Double Rail Wood Fence 400 LF 30,000.00 $ 60.00 $ 2400.0
143 550-10 Double Rail Wood Fence(Relocation) 350 LF $ 19,250.00 $ 40.00 $ 142000.00
144 110-1-1 Double Rail Wood Fence(Removal) 1.00 LF $ 1,500.00 $ 15.00 $ 1,500.00
145 515-1-2 Aluminum Pipe Handrail 3 Rail) 150 LF $ 37,500-00 $ 250.00 $ 37,500.0
146 515-1-1 Steel Pipe Handrail(3 Rail) 150 LF $ 37,500.00 $ 200.00 $ 30,000.00
147 515-1 Safety Pipe Rail(2") 100 LF $ 257000,00 22.5.00 $ 22,500.00
148 550-10 Held Fence 12,000 LF $ 00,000.00 S 22.00 $ 24,000.00
149 550-10 Five Strand Wire Fence(See T P's) 25,000 LF $ 625,000.00 $ 22.50 $ 5 ,500.00
150 110-1-1 " Fence, post type(Rem-0ve an isp6 a (See 12,000 LF $ 9 ,000.00 6.80 $ 81,600.00
TS P151 110-1-1 Five strand Wire Fence 1i Pest Types}(Remove and 25,00 LF 200,000.00 .1 172,250.00
Dispose)(See TSPs
152 50- 0 Bull Gate(12')(See TSP's) 10 EA $ 257000.00 $ 2,277.00 $ 22770.00
153 550- 0 Bull Gate(14')(See TSP' 5 E $ 17,500.00 $ 2,783.00 13,915.0
154 550- 0 Bull Gate(1 ')(See TSP's) 5 EA $ 22,500,00 $ 3,29.00 $ 1 ,445.0O
155 ILIA Fiberglass Reinforced Plastic Grating Boardwalk Decking 2,500 SF $ 30.00 $ 34.73 $ 86,825.00
156 N/A Composite PVC Topraxl and Railing 2,500 LF $ 20.00 $ 25.00 S 62 7500.00
157N/A Southern'Fellow Pine Lumber Posts 3,500 BF $ 18.00 $ 20.70 $ 7 ,4 0.00
158 110-1-1 Boardwalk,Handrail,and Railing(Removal) 12,000 BF $ 5.00 $ 7.00 $ 84,000.00
SUBTOTAL(FENCING AND RAILING) S 11, 71, .
A" CAIPIl G ff EM
155 70-1 Seed and Mulch Soo S $ 2,000.00 S 3.50 $ 1,750.00
156 5 0-2 Sodding To Batch Existing)(See Notes) 25,000 S 175,000.00 .99 $ 174,750.00
157 N/A. Synthetic.Turf(F rev rLawn or Equal)with 2.5"Foarn 1,000 S 50,000.00 $ 165.00 $ 165,000.00
Underlay
158 NIA Top Soil t"Thick) 2,000 SY $ 227000.O0 $ 13.00 $ 2 , 00.00
15N/A Poured in Place Rubber Mulch(Rainbow Turf Products or 500 Y $ 42,500.00 $ 75.00 $ 37,500.00
Egua1
160 110-1-1 Stump Removal 0 EA. $ 87000.00 $ 100.00 $ 8,000.00
11 51-1 Tree Relocation 00 EA $ 00,000.00 $ E .00 100,000.00
Aftachment
Page 5 of 9
Ag nda Item #11.
:TAB:
: .. :.PATHM:AY:ADD:�M R::- NSTR C' 1 '
ate
....:CON INUINGSERVI
�T 2555
# FIS T Item# Item Description Qty. Units Unit Pnoce Unit Price Amount
162 11 -1-1 Tree Removal X tt Caliper) 2 3002000.00 S 500.00 100,000.00
163 110-1-1 Tree Removal 12"-24"Caliper) 200 EA S 4007000,00 5010-00 $ 100,000.00
164 110-1-1 Tree Removal Palms-All Sizes) 200 A 31�017 .
l 500-00 $ 100,000.00
165 NIA Root Pruning "-36"f deep) 27000 LF S 401;000.00 $ 22.0044,000.00
166 N/A 18"Root Barrier 100 LF 8,500.00 49. $ 4,900.00
167 MIA 24"Root Barrier 1,000 LF 50,000.00 S 45. $ 45, 00.00
168 N/A 3611
Root Bader 8,000 LF 416, 00.00 S 48.50 $ 388,000.00
169 581-x Vegetation Relocation(Including Watering) 10 1 2,500.00 S 200.00 $ 2,000.00
170 6 0-2 211 PVC Pipe(Schedule 40) 1,000 LF 10,00 .00 S 10.00 10,000.00
171 t 630-2 4"PVC Pipe(Schedule 4 100 LF 2500,00 15. 12500.00
172 630-2 6't PVC Pipe(Schedule 40) 200 LF 7P000.00 $ 20.00 42000.00
SUBTOTAL 11 2� 110.1}11
Q PME T YM1 IS
173 NIA 3 CY Loader-Day 200 BA 400,000.00 1:P350.00 S 270,000.00
174 NIA 1-112 CY B c ho -Day 2 A 4001000. 0 1,350.00 27 ,OO .00
175 N/A 40 Ton Crane,Crawler or Wheel Mount(Day) 15JEA $ 52,300.00 2,500.0 S 37,500.00
SUBTOTAL(EQUIPMENT) s 577, 00. E
PILING AN --SHEE
` 'N '' 15 :.
176 455-x 8"Treated Timb er Piling 100 LF 8,700.00 S 65.00 S 6,500.00
177 455- . 10"Treated Timber PiIing 100 LF 9,500.00 75.00 7,5 0.00
178 455- 10"Treated T imb ergu ardTm Wood Piling 500 LF 7,500.00 $ 95.00 $ 47,50 .00
179 4 5- 4 121
1
Square Precast Pre-Stressed Concrete Piling 500 LF 707000,00 254.00 S 1277000.00
180 455- 4-2 14"Square Precast Pre-Stressed Concrete Piling 100 LF 14, 0 . $ 270-00 $ 27,000.00
181 455-35 Temporary or Permanent Steel Sheet filing 100 SF 1 , 00.0 100-00 $ 10,000.00
SUBTOTAL(F LING AND SHEETING) 22 *500.00
SIGNING,AND M R G ITEMS
12 7 -1-4 AA Handicapped Parking Sign 5 EA $ 3,125. 685-00 $ 3,425.00
183 71 11 Traffic Faint(All Widths&Colors)(See Notes) 500 SF 2,400.00 S 4.90 $ 2,450.00
184 7 1-1 Thermoplastic Pavement Harping(All Widths&Colors) 500 SF 4,2 0.00 9.50 $ 4,750.00
(See Notes)
185 N/A Wheel Stops-Furnish&Install 100 EA 7,600.00 $ 85.10 $ 8,510-00
186 N/A Remove&Re-Install Wheel Stops 100 EA 4,500.00 $ 60,00 6,000,00.
187 700-1-50 Sign(Relocate) 20 EA 7,000.00 $ 373.00 7.,46 .
188 NIA Speed Humps 170 S 100, .00 95.00 95,000.00
189 N1.A. Stamped Colored Concrete(5"Thick) 100 S 10,000.00 135.00 $ 13,500.00
tru
190 519-78 Steel Bollard 20 EA 12, 110.00 1, 00.00 20, 00.00
191 519-78 Removable Bollard 20 B 35110 .00 $ 2,300.00 $ 46,000.00
SUBTOTAL(SIGNING AND G 2079095.00
Page 6 of 9 Attachment
Agenda Item #11.
.
. . . .. . .:..: ... ........... ....:.......:..................
mgm
AL
eer----.OR
ONE ''C.
I�
SER. .
. . . . . ....... 9 rueflon Co Con
.. . .......... ... .... . :......
!�-.'�T -
: .:' . 2.02
Will
F T Item Item Description -. Units Unit Price Unit Price Amount
rII C LNE 3 ITEM
19 I /A Premium for Conflict Condition 5 EA 17,500.00 3,500.00 $ 17,500.00
193 NIA Premium to Increase Box Depth to 101 EA 1 � .0 ,500.00 17,5 _0
194 NIA Premium to Increase Box from P to J $ 17,5 .00 3,500.00 17,5 .00
195 /A IPE Boardwalk Decking Top Rail(5/4"f 1, 00 LF $ 24,000.00 4.00 $ 24P000.00
19 110-7 Mail Boxes(Reset) 15 E $ 0, .0 100.00 15,000.00
197 35-2 full Bones(Brooks) E $ .0 $ 950.00 $ 4,750.00
19 NIA Sandblasting-1l Day EA 3 ,O0 . $ 1,20 .00 ,00 .0
199 I/ Sandblasting-Full Day 1 E25,000.00 $ 27000.00 $ 20NO. 0
2 N/ Pressure Cleaning 1 E 207000,00 $ 1,500.00 $ 15,000.00
201 /A Southern Yellow Pine umber 15,000 BF 187,500.00 $ 10.50 157, 00.00
[1
2 11 -1-1 Southern Yellow Pine Lumber{Removal Disposal} 0,000 B 140,000,005.0 $ 1K000.00
SUBTOTAL(MISCELLANEOUS) 412, 0.0
T.�
LC
9: 1 : "'
Attachment
Page 7 of
Agenda Item #11.
nW COUNTY DOES NOT GUARANTEE THE ACCURACY F T FORMULAS AND EXTENSIONS USED IN TE9S SPREADSHEET.
THE ITEM AND QUANTTITES ABOVE,SHALL GOVERN OVER TBE PLANS.
PAY ITEM FOOTNOTES IN CONSTRUCTIONPLANS SHALL AISO BE INCLUDED IN ITEM UNff PRICE.
Note# PAY ITEM FOOTNOTES
X All costs for Maintenance of Traffic(MOT)and-mobilization shall be considered incidental to,and shall be included in,unit prices for the pay items.
2 All items shall include cost to furnish and install unless otherwise noted.
SOT hero numbers are infornnation only.
ernova a Bollard c u es costs associate wr ins ation o removable of ar s at locations d sr oat y t e ounty. M ra or and rnat rl s,
including excavation,rock drain,concrete foundation,bollare pipe,around sleeve with locking mechanism,painting and restoration of the area,are incidental to
the hero.
5 Steel Bollard-Includes all costs associated with installation of steel bollards at locations designated by the County. All labor and materials,including
excavation,concrete foundation,bollard pipe,painting and restoration of the area,are incidental to the pay item.
Clearing and Grubbing Specifications for various processes required under clearing and grubbing item,. Also includes cutting and capping it igatio n lines.
Pumping or Hand Placement of Concrete-These items shall include all equipment and labor required for placement of concrete in areas not accessible by
7 conventional concrete truck(assumed 12"long chute),either by hand or by pumping,and sMI be in addition to the per square yard price for 4"and "concrete
items.
Pump Mix for Concrete Pumping-This item,represents a surcharge to the per square yard price for 4"and "concrete items to cover costs for special
admix-Wes,etc.required for pumping concrete under Pumping or Hand Placement of Concrete items.
Concrete Sidewalk Items-"These items shall include all materials,labor and equipment,
10 Concrete Sidewalk "Thick)(ADA Ramps)-includes only areas of the ramps and transitions back to level sidewalk.
11 Concrete Traffic Separator Removal-Includes removal of base material or any other material unsuitable for planting which may be located in the traffic
separator area.
12 The cost to construct curb pads shall be included in the unit price for each respective curb item.
13 Concrete Curb'hype D shall include athletic Field Backstop Curbing.
14 Dewatearing-Well Point equipment tip to 150 points complete,including pump and associated getting equipment.Well Point Equipment shall only be used in
the prosecution of work under this contract as requested by the appointed Palm Beach County Project Supervisor.
Double Rail Wood Fence Relocation-Includes all labor,equipment and materials required for removal of wood fence rails and posts,stockpiling and
15 protecting material and re-installation of pasts and double rail wood fence, Furnishing and installing replacement items which have been damaged during
removal or storage shall be considered incidental to the pay item.
1 Doable Rail Wood Fence Removal-Includes all labor,equipment and materials required for removal of wood fence rails and posts and stockpiling on-site for
recovery by County personnel or proper disposal by Contractor.
17 Removal and disposal of existing item to be replaced or repaired shall be incidental to all drainage structure items.
18 Drainage structures shall include as incidental removal of existing structure to be replaced.
1 Equipm nt Items-4 0 Ton Crane,Crawler oar' heel mount,3 CY Loader,1.5 CY Baackhoe-Bid Price shall include all casts-equipment,labor,materials,
operator(s},delivery,pick-up,maintenance,fuel,etc.are incidental to this item.
20 Excavation includes cutting and capping irrigation lines.
21 Finish Existing Rock Base-Includes all labor,equipment and baserock material sufficient to level,lightly grade and compact the existing rock base prior to
application of prime coat.
22 Finish Grading-Includes all labor,equipment and materials required for fine grading and shaping of areas disturbed by other operations. Finish Grading does
not replace grading and shaping incidental to the items Sodding and Seeding and Mulching.
23 Milling Existing Asphalt Pavement Items per square yard are based on the indicated depth of milling. In the event that other milling depths are required,the
contract price for Mill Existing Asphalt Pavement will be adjusted in(1/2")increments.
M11 Existing Asphalt,Full Size Milling Machine-Includes use of milling machine,broom tractor,and other equipment as required,transportation of
4 equipment to and from the work site,all labor for actual milling and clean-up and satisfactory disposal of milled material. Payment shall be based upon actual
time for mi-lli.ng and cleanup. Preparation of areas to be milled,clean-up and disposal of milled material shall be considered incidental to the unit pace bid.
2, Mlsc Asphalt-Includes surface courses,friction courses and other miscellaneous asphalt as required.
Attachment
Page 8 of
Agenda Item #11.
ThernmoplastXc Pavement Ma ng and TraMc Paint-Includes all labor,equipment,materials,etc.required to l~umish and install pavement marking in parking
26 lots and other areas. ,All items,including parking space markings,lane lines,stop bars.handicapped symbols,directional arrows and messages,in any or all
colors,shall be considered incidental to the pay item.
Portable Mil ling Machine,per our,inc u e ports a r'1111-n rnac me,all labor for actua iffill ing and clean-up and satisfactory disposal of milled rnateri
2'7 Payment shall be based upon actual lours for milling and clean-up, Disposal of milled material shall be considered incidental to per hour rate for Portable
Milling Machine.
28 Pressure Cleaning-Can be paid in half day increments
29 Remove Existing Asphalt,and Mill Existing Asphalt items-Include all equipment,labor,etc.for removal and disposal of existing asphalt pavement material.
Unit Prices shall be based upon a I"depth of milling. The contract prices will be adjusted in Yet"increments for other milling depths.
30 Root Barrier-Root pruning and removal shall be incidental to all root barriers
1 Rubble Rip-Rap-Includes wish grading,falter fabric,installation,etc. All labor and materials,including restoration of the area,are incidental to this item,
Temporary or Peffnanent Steel Sheet Filing-Piling material shall be P 27 or equal. All work shall be In accordance with FD T Standard Specifications,
32 Section 455,Structures Foundations. Per square foot price is for Temporary or Permanent Sheet Filing actually installed and accepted by the County,including
all labor,equipment and materials,cutting,splicing,dynamic and static testing,adjustments resulting from testing,removal;of temporary piling and restoration
of the area.
33 Sodding-Pay Item shall include all work necessary to install and establish,including watering and fertilizing to sustain an established turf until final acceptance
at no additional cost. Item shall also include the filling,leveling and repairing of any washed or eroded areas,as may be necessary.
Southern Yellow Pine Lumber-Southern Yellow fine Lumber shall be pressure treated marine grade southern pine#1,or better,treated to 0.4 pefretention of
4 ACQ(AWPA MA,or better)and shall be paid for by board foot famished and installed and accepted by the County,Cost per beard foot installed shall include
all labor,equipment and materials,fasteners,and cutting and shall include a maximum of 1 %whatsoever and above installed material measured in the field.
Square Precast Prestressed concrete piling-Include all costs associated with instalIation of Prestressed Concrete pilings at locations shown on plans or as
designated by the County. Contractor shall receive detailed design plans for each installation,signed and sealed by a Professional Engineer licensed in the Mate
35 of Florida. All labor and materials,cutting;,splicing,dynamic and static testing,adjustinents resulting from testing and restoration of the area are incidental to
the item. All work shall be in accordance with FOOT Standard Specifications,Section 455,Structures Foundations. Per foot price is for Precast Pre-stressed
Concrete filings actually installed and accepted by the County.
36 All'Tree Removal items shall include all casts associated with tree removal including MOT if required),reduction of canopy,felling of trunk,stump removal,
debris disposal and backfilling of hole with suitable material to provide a uniform grade.
7 Replace Sprinkler System-Includes the cost of labor,as well as all parts,such as pipe,heads and fittings.
Treated'Timber Piling-Include all costs associated with installation of treated Southern Pine pilings at locations shown on plans or as designated by the
County. Contractor skull receive detailed design,plans for each installation,signed and sealed by a Professional Engineer licensed in the State of Florida. All
38 labor and materials,cutting splicing,dynamic and static testing,adjustments resulting from testing and restoration of the area are incidental to the item. Al
work shall be in accordance with FD T Standard Specifications,Section 455,Structures Foundations. Southern Pine timber shall be pressure treated,2. cca or
better. Per foot price is for Treated Timber filings actually in to led and accepted by the County.
Treated Ti mberg u2rdWood Piling-1 "Treated TirnberguardTM Wood Piles shall be paid for by Linear Feet.furnished and installed and accepted by the
39 County.Cost per Linear Peet installed shall include all labor,equipment and materials,fasteners,and cutting and shall include a ma imum of 10%waste over
and above installed material measured in the field.
Wheel Stops-Includes all labor,equipment and materials required for removal of wheel stops and re-bar or other methods of attachment,stockpiling and
40 protecting wheel stops and accessories and re-installation of wheel stops by an acceptable attachment method. Furnishing and installing replacement wheel stops
and/or attachment devices which have been damaged during removal or storage shall be considered incidental to the pay item.
Bids as read at open g on October 14,2025,2:00 f
All bids subject to OSBD compliance and Board Approval.
Pre aced by:Geraldine Lazzarino-Kelly,Technical Assistant 1
Checked by: Holly B.Knight,P.E.,Contracts Section Manager
Contract Time is 18 months
Attachment
Page 9 of