HomeMy WebLinkAbout2017 Contract - Miller, Kildare & SchumannCM LN
SEBASTL
HOME Or PELICAN ISLAND
CERTIFICATE OF PROJECT COMPLETION
Date Accepted: 09/05/17
Project Name & #: Pipe Sliplining # A1761
Total Project Expenditures: $ 108,539.00
Project Location: 131 Miller Drive / Kildare/Schumann
Contractor(s): Shenandoah Construction Qom $
Contract Amount(s): $ 15,712.50 / 92,826.50
Pursuant to the above captioned contract and in compliance of same, we the undersigned do hereby certify
that this project is complete.
Issuance of this certificate releases the contractor from any further responsibility as stipulated in the contract
as it relates to bond performance, payment of subcontractors, release of liens, maintenance and indemnity. All
contractual obligations as to warranty, insurance, indemnification and patents, shall remain in full effect for the
contractually stipulated period of time. In no way does the issuing of this certificate release the Contractor from
all legal obligations as stipulated in Chapter 713 of the Florida Statutes.
Therefore, having reviewed the contract and inspected the work, the undersigned to hereby accept the
segment as being complete.
U� s 15
('rolect Mag Date
,Y/,+
Building Official (if applicable) Date
l�fxw 101,3017
City C�fk = Date
=CITY OF SEBASTIANPUfChdSe
ATTN: ADMINISTRATIVE SERVICES Order 00008089-00 FY 2017
JA
1225 MAIN STREET cct NO: 363151-606920-A1761
SEBASTIAN, FL IThe Above Purchase Order Number Must Appear
32958 lon All Correspondence - Packing sheets And
Mail Invoices In Duplicate To Bills of Lading
Above Address Page 1
vendor ship To
Shenandoah General construction city of Sebastian
1888 N.W. 22nd Street
Pompano Beach, FL 100 Veterans Memorial way
33069 Sebastian, FL
Requisition 32958
00004968
Date Vendor i Date S --
—�—
-----
ordered T
�Number Required Evia ITerms IDepartment
06�scri 000922 �——_�---- (CEN_TRAL GARAGE
LN Descripfio� Account Unit Qty Unit Price Net Price
001 EACH 1.00 92826.50000 92826.50
overflow culvert connecting the Kildare
Lake to an extension of the Elkam Canal
is failing. This connection is under
Schumann Dr. The subject metal pipe is
of a corrugated material , is
approzimately 50 years old. Drainage
connection is a key link in keeping
Kildare Lake at a safe level.
The Above Line Item IS For Department: STORMWATER
PO Total 92826.50
=' General Ledger Summary section = =
Account Amount
363151-606920-A1761 92826.50
chief Procurement officer
PROVED.,
2 6 JUri 217
lM1 T
SEE;AsTIAN
HOME OF PELICAN ISLAND CITY COUNCIL AGENDA TRANSMITTAL
Council Meeting Date: 14 June 2017
Agenda Item Title: Schumann Drive Pipe Slip -Line
Recommendation: Approve proposal from Shenandoah Construction.
Background: The `overflow' culvert connecting the Kildare Lake to an
extension of the Elkam Canal is failing. This connection is under Schumann Drive. The
subject metal pipe is of a corrugated material, is approximately 50 years old, and has passed
its useful life. This drainage connection is a key link in keeping Kildare Lake at a safe level
and maintaining the integrity of Schumann Drive.
Shenandoah Construction has submitted a proposal that
`piggybacks' a `Storm Drain Maintenance Agreement with Collier County. Shenandoah has
previously been contracted by the City for `Slip -Line' work on failed, or failing, drain pipes --
---including timely response to emergency failures. Their past performance and quality of
work has been above satisfactory, therefore, Staff is recommending approval of the subject
Agreement.
If Agenda Item Requires Expenditure of Funds:
Total Cost: 92,826.50
Amount Budgeted in Current FY: $140,000.00
Fund to Be Utilized for Appropriation: Stormwater Fund
Administrative Services Department/CFO Review:
Attachments: 1. Shenandoah Construction Quote/Proposal
2. Shenandoah/Collier County Agreement #15-6363
City Manager Authorization:
Date: 06 June 2017
SHENANDOAH
CONSTRUCTION
1988 N W 22° Street • Pompano Beach, FL 33069
(954)975-0098 Fax: (954) 975-9718
DATE: May 31, 2017
SUBMITTED TO: Sebastian Public Works, City of
STREET: 1225 Main Street
CITY, STATE & ZIP: Sebastian, FI 32958
PHONE: (772) 228-7056
FAX: (772) 228-7077
EMAIL: twalker@cityofsebastian.org
JOB NAME: 72 " CIPP
ATTENTION: Tim Walker
Page 1 of 1
PROPOSAL #P1007
We propose to famish a crew and all necessary equipment to at the above mentioned job location. This work will be
performed at our following hourly and: or unit prices:
Mobilization
Storm Drain Video Observation
Heavy Cleaning of 72" CMP
Install 72" CIPP
Foreman
Laborer
Equipment Operator
Track or Wheeled Excavator
Estimated Total:
(at $300.00 Each)
I Each
$300.00
(at $7.00 Per L.F.)
I I I L.F.
$777.00
(at $24.50 Per L.F.)
III L.F.
52,719.50
(at 5750.00 Per L.F.)
I I I L.F.
$83,250.00
(at $55.00 Per Hour)
28 hour(s)
51,540.00
(at 540.00 Per Hour)
36 hour(s)
$1,440.00
(at S 120.00 Per Hour)
20 hour(s)
52,400.00
(at $20.00 Per Hour)
20 hour(s)
$400.00
S92,826.50
NOTE: Due to the fragile condition of the existing pipe(s), the possibility of the pipe collapsing exists during the construction phase.
If this unlikely event occurs, we will provide ,you with an additional estimate for a necessary point repair to complete the lining
process. Due to the poor condition of the original host pipe, residual setteling may appear at the surface grade, post lining. This
condition is not covered under warrantee.
This proposal may be withdrawn if not accepted within 30 days. Payment terms net 30 days.
All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard
practices. Price above is only an estimate of foreseen conditions. Unforeseen conditions can affect the amount of time to complete
the work, therefore increasing or decrcming estimate. All agreements are contingent upon strikes, accidents or delays beyond our
control. Unless noted above engineering, permits, testing and bonds are not included in the pricing. Owner is to carry fire, tomado
and other necessary insurance. Our workers are fully covered by Workman's Compensation Insurance. Parties to this
proposaUcontract expressly waive all ton claims against each other and limit their remedies to breach of contract.
SIGNATURE:
SHENANDOAH GENERAL CONSTRUCTION CO.
Louis Woska
TITLE DATE
Estimator 05/31/2017
ACCEPTANCE OF PROPOSAL / SIGN & RETURN
The above prices, specification and conditi • are satisfactory and are hereby accepted. You are authorized to do the work as
specified. t
SIGNATURE:
COMPANY NAME: City of Sebastian DATE
REPRESENTATIVE: Joseph Griffin TITLb: City Manager
Co)*e-r
County
Storm Drain
Maintenance
ggresmant 15-6363
SH ENAND O AH
!'nXTCTRTT('TTnAT
1888 N.W.22nd Street • Pompano Beach, FL 33069
(95 4) 97 5-0 098 Fax: (954) 975-9718
SHEN-LINE
a shenandoah company
COIGCT C;014 .-ty
Administrative Services Department
Procurement Services Division
November 3, 2016
Mr. Daniel DiMura, Vice President
Shenandoah General Construction Co.
FAX: 954-975-9718
Email: Margaret. Lary@shenandoahconstruction.com
RE: Contract Renewal for# 15.6363 "Storm Drain Maintenance"
Dear Mr. DiMura:
Collier County would like to renew the above contract under the same terms and conditions for
one (1) additional year in accordance with the renewal clause in the contract. This renewal is
contingent upon Project Manager approval.
If you are agreeable please indicate your intentions by providing the information requested
below and executing the acceptance section:
I am agreeable to renewing the above referenced contract under the
same terms, conditions, and pricing as the existing contract. The
following attached documentation must be provided with your
response.
I am not agreeable to the renewal of this contract.
By executing the section below,
this contract will be in effect from February 24, 2017 until February 23, 2018
of Contract Renewal
Company Name i Sh�-a+akGene(al conslruclion Company
Company Signature
Print Name
Daniel 0,Mura, Vice President
Signature Date November 8. 2016
Rocurem t Swam Men- 3327 Tamiami Trail East - Naples, Florida 34112-4901 .239.2528407 • wmv.colkorgov neVprocuremedsmices
Page 2 of 2
RE: Contract Renewal for # 15-6363 "Storm Drain Maintenance"
Updated Contact Information
(Only if addressee information on the first page is incorrect)
Number
Number
Address
Please take a moment to review the Collier County Online Bidding System and refresh your
business profile information. Log into the County's site at: htto:Ubid.collieroov.net/bid/, select
My Profile and My Commodities, and review information and commodities to ensure they
accurately reflect your business.
Please return this letter to the Procurement Services Division with your response at your earliest
convenience. If you have any questions you may contact Lissett De La Rosa at 239-252-6020,
email IissettdelarosaCdtoolliercov.net or FAX 239-252-2860.
Respectfully,
Edward F. Coyman Jr.
Director — Procurement Services Division
C: Melissa Pearson, Road Maintenance
Co'[Cier County
Administrative Services Department
Procurement Services Division
December 7, 2015
Mr. Daniel DiMura, Vice President
Shenandoah General Construction Co.
1888 NW 22"' St.
Pompano Beach, FL 33069
FAX: 954-975-9718
Email: Margaret.lary@shenandoahconstruction.com
RE: Contract Renewal for tt 15.6363 "Storm Drain Maintenance"
Dear Mr. DiMura:
Collier County would like to renew the above agreement under the same terms and conditions
for one (1) additional year in accordance with the renewal clause in the agreement. This
renewal is contingent upon Project Manager approval.
If you are agreeable please indicate your intentions by providing the information as requested
below:
X I am agreeable to renewing the above referenced contract under the
same terms, conditions, and pricing as the existing contract. The
following attached documentation must be provided with response.
• Provide updated and current insurance certificate
I am not agreeable to renewal of this contract.
By signature this contract will be in effect from February 24, 2016 until February 23, 2017.
Please take a moment to review the Collier County Online Bidding System and refresh your
business profile information. Log into the County's site at: http./lbid.colitergov.net/bid/. select
My Profile and My Commodities, and review information and commodities to ensure they
accurately reflect your business.
Raximmmt SmUs Dww• 3327 Tammmi Trail Fall • Naplcs. Florida 34112-4901.239 252 841-r we colhergw.ret/pro"tromentservi-es
Page 2 of 2
RE: Contract Renewal for # 15-6363 "Storm Drain Maintenance"
Please return this letter to the Purchasing Department with your response and insurance
certificate at your earliest convenience. If you have any questions you may contact Lissett De
La Rosa at 239-252-6020, email lissettdelarosana.colliergov.net or FAX 239-252-6592.
Respectfully,
e Markiewi < � r
Director — Procurement Services
Name of Company
(Corporate Officer)
Print Corporate
Officer Name
Signature Date
Acceptance of Contract Renewal
December 19, 2015
Updated Contact Information
(In order to make sure our contact information is current.)
— --y
Contact Name afgaret ary
Telephone Number ; 94 7-0098
-- -__'__954-975:97T8
FAX Number---- --- 954-975-9T18
Email Address argare .arys enan od amens ruc on.com —
Address —888 NW 22 Sfree , Pompano Beach, FL 06
i
C: Travis Gossard, Road Maintenance
A G R E E M E N T 15-6363
for
Storm Drain Maintenance
THIS AGREEMENT is made and entered into this 0,4tk day of, 2015, by and between
the Board of County Commissioners for Collier County, Florida, a political s bdivision of the State of
Florida (hereinafter referred to as the "County" or "Owner") and Shenandoah General Construction
Company, as Secondary Contractor, authorized to do business in the State of Florida, whose
business address is 1888 NW 22`a Street, Pompano Beach, Florida 33069 (hereinafter referred to as
the "Contractor").
WITNESSETH:
1. COMMENCEMENT. The Contractor shall commence the assigned work upon issuance of a
Notice to Proceed (NTP). The contract shall be for a one (1) year period, commencing on
Board award, or until such time as all outstanding Purchase Orders issued prior to the
expiration of the Agreement period have been completed to the satisfaction of the County or
terminated. This contract shall have three (3) additional, one (1) year renewals, renewable
annually. The County Manager, or his designee, may, at his discretion, extend the Agreement
under all of the terms and conditions contained in this Agreement for up to one hundred eighty
(180) days. The County Manager, or his designee, shall give the Contractor written notice of
the County's intention to extend the Agreement term not less than ten (10) days prior to the
end of the Agreement term then in effect. 1.' .
2. STATEMENT OF WORK. The Contractor shall provide Storm Drain Maintenance for the
Road Maintenance Department on an on-call basis in accordance with the terms and
conditions of ITB # 15-6363 "Storm Drain Maintenance" and Exhibit A, "Scope of Work",
hereby attached and incorporated by reference and made an integral part of this Agreement.
The execution of this Agreement shall not be a commitment to the Contractor that any Work
will be awarded to the Contractor. Rather, this Agreement governs the rights and obligation of
the procedure to obtain Work outlined in the next paragraphs and all Work undertaken by
Contractor for Owner pursuant to this Agreement during the term and any extension of the
term of this Agreement.
Although the primary user of this Contract is the Road Maintenance Department, any County
Department may use this contract provided sufficient funds are included in its budget. The
process for obtaining services under this Contract is as follows:
Prior to the start of each individual job or group of jobs, the user department shall provide a
description of Work to be performed to the Primary Contractor. The Primary Contractor shall
have five (5) business days to respond indicating they are willing and able to complete the
job(s) in the required time frame. The user department will then issue a Notice to Proceed
("NTP"), provided that there has been a Purchase Order established for the work.
If the Primary Contractor cannot provide requested services within the timeframe specified by
the user department, then the Secondary Contractor will then be contacted. The procedure for
Page -1- ;.;;
obtaining services is the same. In each description of work, the Owner reserves the right to
specify the period of completion; collection of liquidated damages in the event of late
completion; and time and materials or lump sum.
This Agreement contains the entire understanding between the parties and any modifications
to this Agreement shall be mutually agreed upon in writing by the Contractor and the County
project manager or his designee, in compliance with the County Purchasing Ordinance and
Procedures in effect at the time such services are authorized.
3. THE CONTRACT SUM. The County shall pay the Contractor for the performance of this Work
pursuant to the prices offered by the Contractor in response to ITB # 15-6363 "Storm Drain
Maintenance" per Exhibit B, "Price Schedule", attached herein and incorporated by reference
or subsequent quotes. Any County Agency may utilize the services offered under this contract,
provided sufficient funds are included in their respective budget(s). This contract will be
Purchase Order driven.
4. NOTICES. All notices required or made pursuant to this Agreement to be given by the County
to the Contractor shall be made in writing and shall be delivered by hand, by fax, e-mail, or by
the United States Postal Service Department, first class mail service, postage prepaid,
addressed to the following Contractor's address of record:
Shenandoah General Construction Company
1888 NW 22nd Street
Pompano Beach, Florida 33069
Phone: 954.975-0098; Fax: 954-975-9718
Attn: Daniel DiMura, Vice President
Email: margaret.laryCa)shenandoahconstruction.com
All notices required or made pursuant to this Agreement to be given by the Contractor to the
County shall be in writing and shall be delivered by hand, by fax, e-mail, or by United States
Postal Service Department, first class mail service, postage prepaid, addressed to the
following County's address of record:
Collier County Government Complex
Procurement Services Department
3327 Tamiami Trail East
Naples, Florida 34112
Attention: Joanne Markiewicz
Director, Procurement Services
Phone: 239-252-8407
Fax: 239-252-6480
The Contractor and the County may change the above mailing address at any time upon
giving the other party written notification. All notices under this Service Agreement must be in
writing.
Page -2-
NO PARTNERSHIP. Nothing herein contained shall create or be construed as creating a
partnership between the County and the Contractor or to constitute the Contractor as an
agent of the County.
6. PERMITS: LICENSES: TAXES. In compliance with Section 218.80, Florida Statutes, all
permits necessary for the prosecution of the Work shall be obtained by the Contractor.
Payment for all such permits issued by the County shall be processed internally by the
County. Contractor is not responsible for paying for permits issued by Collier County, but is
responsible for acquiring all permits. Owner may require the Contractor to deliver internal
budget transfer documents to applicable Collier county agencies when the Contractor is
acquiring permits.
All permits, fees and licenses necessary for the prosecution of the Work which are not issued
by Collier County shall be acquired and paid for by the Contractor, Owner will not be
obligated to pay for any permits obtained by Subcontractors. Contractor shall pay all sales,
consumer, use and other similar taxes associated with the Work or portions thereof, which are
applicable during the performance of the Work.
7. NO IMPROPER USE. The Contractor will not use, nor suffer or permit any person to use in
any manner whatsoever, county facilities for any improper, immoral or offensive purpose, or
for any purpose in violation of any federal, state, county or municipal ordinance, rule, order or
regulation, or of any governmental rule or regulation now in effect or hereafter enacted or
adopted. In the event of such violation by the Contractor or if the County or its authorized
representative shall deem any conduct on the part of the Contractor to be objectionable or
improper, the County shall have the right to suspend the Contract of the Contractor. Should
the Contractor fail to correct any such violation, conduct, or practice to the satisfaction of the
County within twenty-four (24) hours after receiving notice of such violation, conduct, or
practice, such suspension to continue until the violation is cured. The Contractor further
agrees not to commence operation during the suspension period until the violation has been
corrected to the satisfaction of the County.
8, TERMINATION. Should the Contractor be found to have failed to perform his services in a
manner satisfactory to the County and requirements of this Agreement, the County may
terminate said Agreement for cause; further the County may terminate this Agreement for
convenience with a thirty (30) day written notice. The County shall be sole judge of non-
performance.
9. NO DISCRIMINATION. The Contractor agrees that there shall be no discrimination as to
race, sex, color, creed or national origin.
10. INSURANCE. The Contractor shall provide insurance as follows:
A. Commercial General Liability: Coverage shall have minimum limits of $1,000,000 Single
Limit Per Occurrence, $2,000,000 aggregate, for Bodily Injury Liability and Property
Damage Liability. This shall include Premises and Operations; Independent contractors;
Products and Completed Operations and Contractual Liability.
B. Business Auto Liability: Coverage shall have minimum limits of $1,000,000 Per
Occurrence, Combined Single Limit for Bodily Injury Liability and Property Damage
Page -3- A'
Liability. This shall include Owned Vehicles, Hired and Non -Owned Vehicles and
Employee Non -Ownership.
C. Workers' Compensation: Insurance covering all employees meeting Statutory Limits in
compliance with the applicable state and federal laws. The coverage must include
Employers' Liability with a minimum limit of $1,000,000 for each accident.
Special Reauirements: Collier County Board of County Commissioners shall be listed as the
Certificate Holder and included as an Additional Insured on the Comprehensive General
Liability.
Current, valid insurance policies meeting the requirement herein identified shall be maintained
by Contractor during the duration of this Agreement. Renewal certificates shall be sent to the
County ten (10) days prior to any expiration date. There shall be a thirty (30) day notification
to the County in the event of cancellation or modification of any stipulated insurance
coverage.
Contractor shall insure that all subcontractors comply with the same insurance requirements
that he is required to meet. The same Contractor shall provide County with certificates of
insurance meeting the required insurance provisions.
11. INDEMNIFICATION. To the maximum extent permitted by Florida law, the Contractor shall
indemnify and hold harmless Collier County, its officers and employees from any and all
liabilities, damages, losses and costs, including, but not limited to, reasonable attorneys' fees
and paralegals' fees, to the extent caused by the negligence, recklessness, or intentionally
wrongful conduct of the Contractor or anyone employed or utilized by the Contractor in the
performance of this Agreement. This indemnification obligation shall not be construed to
negate, abridge or reduce any other rights or remedies which otherwise may be available to
an indemnified party or person described in this paragraph. This section does not pertain to
any incident arising from the sole negligence of Collier County.
11.1 The duty to defend under this Article 11 is independent and separate from the duty to
indemnify, and the duty to defend exists regardless of any ultimate liability of the Contractor,
County and any indemnified party. The duty to defend arises immediately upon presentation
of a claim by any party and written notice of such claim being provided to Contractor.
Contractor's obligation to indemnify and defend under this Article 11 will survive the expiration
or earlier termination of this Agreement until it is determined by final judgment that an action
against the County or an indemnified party for the matter indemnified hereunder is fully and
finally barred by the applicable statute of limitations.
12. PAYMENTS WITHHELD. Owner may decline to approve any invoice, or portions thereof,
because of defective or incomplete work, subsequently discovered evidence or subsequent
inspections. The Owner may nullify the whole or any part of any approval for payment
previously issued and Owner may withhold any payments otherwise due Contractor under this
Agreement or any other agreement between Owner and Contractor, to such extent as may be
necessary in the Owner's opinion to protect it from loss because of: (a) defective Work not
remedied; (b) third parry claims failed or reasonable evidence indicating probable fling of such
claims; (c) failure of Contractor to make payment properly to subcontractors or for labor,
materials or equipment; (d) reasonable doubt that the Work can be completed for the unpaid
Page -4- u'
balance of the Contract Amount; (e) reasonable indication that the Work will not be completed
within the Contract Time; (f) unsatisfactory prosecution of the Work by the Contractor; or (g)
any other material breach of the Contract Documents.
If any conditions described above are not remedied or removed. Owner may, after three (3)
days written notice, rectify the same at Contractor's expense.
13. SUBMITTALS AND SUBSTITUTIONS. Any substitution of products/materials from
specifications shall be approved in writing by Owner in advance.
14. CHANGES IN THE WORK. Owner shall have the right at any time during the progress of the
Work to increase or decrease the Work, Promptly after being notified of a change, Contractor
shall submit an itemized estimate of any cost or time increases or savings it foresees as a
result of the change. Except in an emergency endangering life or property, or as expressly
set forth herein, no addition or changes to the Work shall be made except upon modification
of the Purchase Order by Owner, and Owner shall not be liable to the Contractor for any
increased compensation without such modification. No officer, employee or agent of Owner is
authorized to direct any extra or changed work orally. Any modifications to this Contract shall
be in compliance with the County Purchasing Ordinance and Procedures in effect at the time
such modifications are authorized.
15. ADDITIONAL ITEMS/SERVICES. Additional items and/or services may be added to this
contract in accordance with the Purchasing Ordinance and Purchasing Procedures.
16. COMPLIANCE WITH LAWS. Contractor agrees to comply, at its own expense, with all
federal, state and local laws, codes, statutes, ordinances, rules, regulations and requirements
applicable to the Project, including but not limited to those dealing with taxation, workers'
compensation, equal employment and safety (including, but not limited to, the Trench Safety
Act, Chapter 553, Florida Statutes, and the Florida Public Records Law Chapter 119,
including specifically those contractual requirements in F.S. § 119.0701(2) as follows:
(a) Keep and maintain public records that ordinarily and necessarily would be required by
the public agency in order to perform the service.
(b) Provide the public with access to public records on the same terms and conditions that
the public agency would provide the records and at a cost that does not exceed the cost
provided in this chapter or as otherwise provided by law.
(c) Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by law.
(d) Meet all requirements for retaining public records and transfer, at no cost, to the public
agency all public records in possession of the contractor upon termination of the contract and
destroy any duplicate public records that are exempt or confidential and exempt from public
records disclosure requirements. All records stored electronically must be provided to the
public agency in a format that is compatible with the information technology systems of the
public agency.
If Contractor observes that the Contract Documents are at variance therewith, it shall promptly
notify Owner in writing.
Page -5-'
17. CLEAN UP. Contractor agrees to keep the Project site clean at all times of debris, rubbish
and waste materials arising out of the Work. At the completion of the Work, Contractor shall
remove all debris, rubbish and waste materials from and about the Project site, as well as all
tools, appliances, construction equipment and machinery and surplus materials, and shall
leave the Project site clean and ready for occupancy by Owner.
18. ASSIGNMENT. Contractor shall not assign this Agreement or any part thereof, without the
prior consent in writing of Owner. If Contractor does, with approval, assign this Agreement or
any part thereof, it shall require that its assignee be bound to it and to assume toward
Contractor ail of the obligations and responsibilities that Contractor has assumed toward
Owner.
19. ORDER OF PRECEDENCE. In the event of any conflict between or among the terms of any
of the Contract Documents, the terms of the ITB, the Contractor's Proposal, and/or the
County's Board approved Executive Summary, the Contract Documents shall take
precedence.
20. WARRANTY. Contractor expressly warrants that the goods, materials and/or equipment
covered by this Agreement will conform to the requirements as specified, and will be of
satisfactory material and quality production, free from defects, and sufficient for the purpose
intended. Goods shall be delivered free from any security interest or other lien, encumbrance
or claim of any third party. Any services provided under this Agreement shall be provided in
accordance with generally accepted professional standards for the particular service. These
warranties shall survive inspection, acceptance, passage of title and payment by the County.
Contractor further warrants to Owner that all materials and equipment furnished under the
Contract Documents shall be applied, installed, connected, erected, used, cleaned and
conditioned in accordance with the instructions of the applicable manufacturers, fabricators,
suppliers or processors except as otherwise provided for in the Contract Documents.
If, within one (1) year after final completion, any Work is found to be defective or not in
conformance with the Contract Documents, Contractor shall correct it promptly after receipt of
written notice from Owner. Contractor shall also be responsible for and pay for replacement or
repair of adjacent materials or Work which may be damaged as a result of such replacement
or repair. These warranties are in addition to those implied warranties to which Owner is
entitled as a matter of law.
21. STANDARDS OF CONDUCT: PROJECT MANAGER, SUPERVISOR. EMPLOYEES. The
Contractor shall employ people to work on County projects who are neat, clean, well-groomed
and courteous. Subject to the American with Disabilities Act, Contractor shall supply
competent employees who are physically capable of performing their employment duties. The
County may require the Contractor to remove an employee it deems careless, incompetent,
insubordinate or otherwise objectionable and whose continued employment on Collier County
projects is not in the best interest of the County.
22. TESTS AND INSPECTIONS. If the Contract Documents or any codes, laws, ordinances,
rules or regulations of any public authority having jurisdiction over the Project requires any
portion of the Work to be specifically inspected, tested or approved, Contractor shall assume
full responsibility therefore, pay all costs in connection therewith and furnish to the Owner the
Page -6-
required certificates of inspection, testing or approval, All inspections, tests or approvals shall
be performed in a manner and by organizations acceptable to the Owner.
23. PROTECTION OF WORK.
A. Contractor shall fully protect the Work from loss or damage and shall bear the cost of
any such loss or damage until final payment has been made. If Contractor or anyone
for whom Contractor is legally liable is responsible for any loss or damage to the Work,
or other work or materials of Owner or Owner's separate contractors, Contractor shall
be charged with the same, and any monies necessary to replace such loss or damage
shall be deducted from any amounts due Contractor,
B. Contractor shall not load nor permit any part of any structure to be loaded in any
manner that will endanger the structure, nor shall Contractor subject any part of the
Work or adjacent property to stresses or pressures that will endanger it.
C. Contractor shall not disturb any benchmark established by the Owner with respect to
the Project. If Contractor, or its subcontractors, agents or anyone, for whom Contractor
is legally liable, disturbs the Owner's benchmarks, Contractor shall immediately notify
Owner. The Owner shall re-establish the benchmarks and Contractor shall be liable for
all costs incurred by Owner associated therewith.
24. EMERGENCIES. In the event of any emergency affecting the safety or protection of persons
or the Work or property at the Project site or adjacent thereto, Contractor, without special
instruction or authorization from Owner is obligated to act to prevent threatened damage,
injury or loss. Contractor shall give the Owner written notice within forty-eight (48) hours after
the occurrence of the emergency, if Contractor believes that any significant changes in the
Work or variations from the Contract Documents have been caused thereby.
If the Owner determines that a change in the Contract Documents is required because of the
action taken in response to an emergency, a written Order shall be issued to document the
consequences of the changes or variations.
If Contractor fails to provide the forty-eight (48) hour written notice noted above, the
Contractor shall be deemed to have waived any right it otherwise may have had to seek an
adjustment to the Contract Amount or an extension to the Contract Time.
25, CONTRACT ADMINISTRATION. This Agreement shall be administered on behalf of the
County by the Collier County Road Maintenance Department.
26. COMPONENT PARTS OF THIS CONTRACT. This Contract consists of the attached or
referenced component parts, all of which are as fully a part of the Agreement as if herein set
out verbatim, including: Contractor's Proposal, Insurance Certificate(s), .ITB # 15-6363
"Storm Drain Maintenance" any addenda, etc, made or issued pursuant to this Agreement.
27. PROHIBITION OF GIFTS TO COUNTY EMPLOYEES. No organization or individual shall
offer or give, either directly or indirectly, any favor, gift, loan, fee, service or other item of value
to any County employee, as set forth in Chapter 112, Part 111, Florida Statutes, Collier County
Ethics Ordinance No. 2004-05, as amended, and County Administrative Procedure 5311.
Violation of this provision may result in one or more of the following consequences: a.
Prohibition by the individual, firm, and/or any employee of the firm from contact with County
Page -7-
staff for a specified period of time; b. Prohibition by the individual and/or firm from doing
business with the County for a specified period of time, including but not limited to: submitting
bids, RFP, and/or quotes; and, c. immediate termination of any contract held by the individual
and/or firm for cause.
28. SUBJECT TO APPROPRIATION. It is further understood and agreed, by and between the
parties herein that this Agreement is subject to appropriation by the Board of County
Commissioners.
29. SALES TAX. Contractor shall pay all sales, consumer, use and other similar taxes
associated with the Work or portions thereof, which are applicable during the performance of
the Work. No markup shall be applied to sales tax.
30. IMMIGRATION LAW COMPLIANCE. By executing and entering into this agreement, the
Contractor is formally acknowledging without exception or stipulation that it is fully responsible
for complying with the provisions of the Immigration Reform and Control Act of 1986 as
located at 8 U.S.C. 1324, et seq. and regulations relating thereto, as either may be amended.
Failure by the Contractor to comply with the laws referenced herein shall constitute a breach
of this agreement and the County shall have the discretion to unilaterally terminate this
agreement immediately.
31. VENUE. Any suit or action brought by either party to this Agreement against the other party
relating to or arising out of this Agreement must be brought in the appropriate federal or state
courts in Collier County, Florida, which courts have sole and exclusive jurisdiction on all such
matters,
32. OFFER EXTENDED TO OTHER GOVERNMENTAL ENTITIES. Collier County encourages
and agrees to the successful proposer extending the pricing, terms and conditions of this
solicitation or resultant contract to other governmental entities at the discretion of the
successful proposer.
33. AGREEMENT TERMS. If any portion of this Agreement is held to be void, invalid, or
otherwise unenforceable, in whole or in part, the remaining portion of this Agreement shall
remain in effect,
34. SECURITY. If required, Contractor shall be responsible for the costs of providing background
checks by the Collier County Facilities Management Department for all employees that shall
provide services to the County under this Agreement. This may include, but not be limited to,
checking federal, state and local law enforcement records, including a state and FBI
fingerprint check, credit reports, education, residence and employment verifications and other
related records. Contractor shall be required to maintain records on each employee and
make them available to the County for at least four (4) years.
35. DISPUTE RESOLUTION. Prior to the initiation of any action or proceeding permitted by this
Agreement to resolve disputes between the parties, the parties shall make a good faith effort
to resolve any such disputes by negotiation. The negotiation shall be attended by
representatives of Contractor with full decision-making authority and by County's staff person
who would make the presentation of any settlement reached during negotiations to County for
approval. Failing resolution, and prior to the commencement of depositions in any litigation
Page -8-
•.:A
between the parties arising out of this Agreement, the parties shall attempt to resolve the
dispute through Mediation before an agreed-upon Circuit Court Mediator certified by the State
of Florida. The mediation shall be attended by representatives of Contractor with full
decision-making authority and by County's staff person who would make the presentation of
any settlement reached at mediation to County's board for approval. Should either party fail
to submit to mediation as required hereunder, the other party may obtain a court order
requiring mediation under section 44.102, Fla. Stat,
36. SAFETY. All contractors and subcontractors performing service for Collier County are
required and shall comply with all Occupational Safety and Health Administration (OSHA),
State and County Safety and Occupational Health Standards and any other applicable rules
and regulations. Also all Contractors and subcontractors shall be responsible for the safety of
their employees and any unsafe acts or conditions that may cause injury or damage to any
persons or property within and around the work site.
Collier County Government has authorized the Occupational Safety and Health Administration
(OSHA) to enter any Collier County Facility, property and/or right-of-way for the purpose of
inspection of any Contractor's work operations. This provision is non-negotiable by any
department and/or Contractor. All applicable OSHA inspection criteria apply as well as all
Contractor rights, with one exception. Contractors do not have the right to refuse to allow
OSHA onto a project that is being performed on Collier County Property. Collier County, as
the owner of the property where the project is taking place shall be the only entity allowed to
refuse access to the project. However, this decision shall only be made by Collier County's
Risk Management Department Safety Manager and/or Safety Engineer.
***###k**k*R###*k*k}}Rk#}*}}##k** Remainder of page intentionally left blank#***#*##x}**#}#***#t******#}**#}
Page -9-
IN WITNESS WHEREOF, the Contractor and the County, have each, respectively, by an authorized
person or agent, hereunder set their hands and seals on the date and year first above written.
ATTEST:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Dwig E. Brock, Cle=ofCourts
B By:
Dated: `'`i X+1 I
;iUs;.il %io
Sli,i d llf'2 only.
and legality:
(
fi1r ,C4urjty Attorney
ie
-T\t-\ HAHC-E Chairman
Sh nand h General Construction Company
for
By: I ,
Signature
jLl(L5 AQP
Typed
nSignatu
Title
Page -10-
#15-6363 "Storm Drain Maintenance"
Exhibit A "Scope of Work"
OVERVIEW:
The Contractor will provide Storm Drain Maintenance services typically consisting of small projects on an as -
needed basis. Such work is conducted in support of the Collier County Road Maintenance Department,
including but not limited to:
• The cleaning/flushing of the storm drain pipe, which may include temporary plugging and
dewatering of individual storm drain segments;
• Vacuuming of the storm drain pipe and appurtenances (inlet boxes);
• Vacuuming of Continuous Deflection Separation (CDS) Systems;
• Videotaping in DVD format of the segment cleaned when authorized;
• Providing a written report of the condition of the facilities to the County;
• Furnishing all of the associated equipment, labor, and materials required to meet the work
objectives.
• This is an on-call annual contract — projects are small and can be located anywhere in
Collier County.
DEFINITIONS:
Cleaning refers to the removal of enough material to ensure that at least ninety-five (95%) of the pipe or basin
capacity is restored.
Light Cleanina refers to the removal of % diameter of the pipe/basin or less of sediment or debris from a
section of the pipe or basin. This item will be billed, at a minimum of a 10 foot Increment and may be mixed
with other types of cleaning. The Contractor will provide certification that at least ninety-five percent (95%) of
the pipe capacity is restored. Video inspection may be requested by Project Manager.
Medium Cleaning refers to the removal of between % to '% diameter of the pipe/basin of sediment or debris
from a section of pipe or basin. This item will be billed, at a minimum of a 10 foot increment and may be mixed
with other types of cleaning. The Contractor will provide certification that at least ninety-five percent (95%) of
the pipe capacity is restored. Video inspection may be requested by Project Manager.
Heavy Cleaning refers to the removal of greater than '% diameter of the pipe/basin of sediment or debris from
a section of pipe or basin. This item will be billed, at a minimum of a 10 foot increment and may be mixed with
other types of cleaning. The Contractor will provide certification that at least ninety-five percent (95%) of the
pipe capacity is restored. Video inspection may be requested by Project Manager.
Specialty Cleaning such as the removal of masonry plugs, calcitelconcrete deposits, roots or the use of
special equipment such as bucket machines will be priced in addition to Light, Medium or Heavy Cleaning as
described above. This item will be billed, at a minimum of a 10 foot increment and may be mixed with other
types of cleaning. Specialty Cleaning will only be charged for the footage for which the service was required
with a 10 foot minimum for which the service was required and has authorization and written approval by the
Project Manager. The Contractor will provide certification that at least ninety-five percent (95%) of the pipe or
basin capacity is restored. Video Inspection may be requested by Project Manager.
SCOPE:
The work typically consists of, but not limited to, the following:
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• The cleaning/flushing of the storm drain pipe and structures, which may include temporary plugging
and dewatering of individual storm drain segments;
• Vacuuming of the storm drain pipe and appurtenances (inlet boxes);
• Vacuuming of Continuous Deflection Separation (CDS) Systems;
• Videotaping in DVD format of the segment cleaned when authorized;
• Providing a written report of the condition of the facilities to the County;
• Furnishing all of the associated equipment, labor, and materials required to meet the work
objectives.
• Providing quote for repairs within five (5) working days.
The length of pipe and box culverts, the number of inlet boxes and CDS Systems along with the job duration all
will vary. It should be anticipated that the majority of work to clean/flush pipes and structures will be on short
job increments of approximately 30', 50' to 100' in length with the job duration to last approximately two (2),
four (4), eight (6) to sixteen (16) hours pending permits and MOT setup; however, larger projects that exceed
the prior description may be required during the term of this contract. Video recording may be performed on the
older culverts which are believed to be in poor condition or have failed to identify whether repair or replacement
is required. The cleaning and or video recording Contractor is not guaranteed the repair or replacement work
identified when performing such work.
The Contractor shall be fully responsible for the performance and for the completion of all work requested
under this Contract as set forth in these special provisions and as directed by'Collier County or its designee
(Project Manager). The Contractor will incorporate the necessary provisions into the overall Bid Unit Price to
complete the specified work under the conditions existing in the storm drain pipe, catch basins and box
culverts.
Coordination with Collier County and other parties involved is required regarding provisions for the location
specifics of each work site, traffic control signage, purchasing/acquiring water and identification of the nearest
sediment disposal site. The Contractor has ultimate responsibility to perform work in accordance with all rules
and regulations that pertain to the Industry which work is performed.
AUTHORITY OF THE PROJECT MANAGER: The Contractor will perform all work to the satisfaction to the
Project Manager. The Project Manager will manage all questions, difficulties, and disputes, of whatever
nature, that may arise relative to the interpretation of the plans, prosecution, and fulfillment of this Contract.
Also, to the character, quality, amount, and value of any work done, and materials furnished.
ACCESS OR STAGING TO PROJECT WORK AREA: Access to tlie work site may be limited or restricted. It
will be the Contractor's responsibility to inspect the work site prior to the NTP issuance to ensure there will be
no ingress and egress issues. In addition, should access to an offsite staging area be necessary other than
indicated on the plans or as discussed, the Contractor must be granted and the fee owner must provide written
authorization. A copy of the authorization letter must be provided to the Project Manager for the Project file.
Any and all related costs to gain access to or for staging purposes for the work site shall be included in the
Project Proposal.
CLEANING OF STORM DRAIN PIPES, CATCH BASINS, INLET BOXES, AND BOX CULVERTS: The
work specified consists of the removal and disposal of sediment, slit, debris, vegetation, soil, rock or
any type of blockage including temporary dewatering plugs left behind or restriction inside a storm
drain pipe, inlet box, Continuous Deflection Separation (CDS) Systems or equivalent or box culvert to
restore maximum drainage capacity.
The storm drain pipe segments may be required to be de -watered with the stormwater discharge being
towards a downstream segment of the storm drain system all rules and regulations having jurisdiction shall be
followed and barriers used to minimize any pollution from contaminating any body of water. All NPDES and
Page -112- 0
Clean Water Acts rules and regulations must be adhered. Jet rodding and vacuum cleaning of the storm drain
pipes in preparation for videotaping of the cleaned storm facilities will be required.
Storm drain pipe sizes and segments will vary. Collier County reserves the right to specify actual footages
and/or cubic feet of boxes or CDS system(s) as may be required during this contract period, but does not
guarantee any minimum or maximum to be ordered during the period specified,
GENERAL REQUIREMENTS: The Contractor shall clean the storm drain pipe, catch basin, inlet box, box
culvert or CDS system so that the drainage capacity is one hundred percent (100%) of the existing capacity of
the pipe, box culvert or CDS system. All activities shall be performed meeting the requirements of Federal,
State and local environmental standards and laws. Erosion and water pollution control shall be accomplished,
meeting the requirements of Section 104 of the Standard Specifications for Road and Bridge Construction and
revisions thereto (current at the time of Contract award). When water is present, the storm drain pipe or box
culvert shall be de -watered to facilitate cleaning. Cleaning shall be done in a manner not to damage the storm
drain pipe, inlet boxes, box culvert, CDS system or surrounding area.
Access to the storm drain pipe, inlet box or box culvert may require temporary removal of fence, signs,
guardrail, grates or manhole covers, They shall be replaced according to Collier County standards at the
completion of the cleaning operation or each day, as appropriate for safety. No undermined areas shall be
allowed at in fall or outfall ends of the pipe or box culvert. Any disturbed areas shall be re -sodded after
regraded at no additional cost to the county. Needed repairs to the storm drain pipes or box culverts identified
during the cleaning operation shall be brought to the attention of the Project Manager. All sediment, silt, and
debris removed in the cleaning operations shall be disposed of by the Contractor in areas meeting Federal,
State and local rules and regulations. Contaminated soils (sewage, solvents, etc.) or suspected contaminated
soils shall be reported to the County Project Manager immediately for Investigation. Quotes for repair work
may be requested and shall be submitted within five (5) working days.
DE -WATERING: When de -watering, other than associated with an item with a linear foot unit price is required,
the costs will be based on an hourly fee as shown in the Unit Price. Time log of time start and time completed
of the de -watering shall be kept and submitted as back-up with the invoicing.
DOCUMENTS AND REPORTS: All video tapes/discs shall be of the two (2) hour DVD/Windows/Word format
with each being professionally labeled showing the Collier County's name, the lines recorded on the tape/disc,
the date of viewing, and the name of the Contractor.
Detailed one (1) page summaries with a sketch or map drawn to scale shall also be prepared for each storm
drain pipe line segment observed during the data review, presenting the Project Manager with a synopsis of
the general line segment condition and the relative severity of observed defects. The reports shall also
document any cross -connects with sanitary sewer lines and any contaminated soils or hazardous substances
encountered. These summaries shall also be included in all field report copies immediately before each
associated report to further assist Collier County in understanding and using the results of the viewed project.
Direct submittal of copies of the superintendent's logs without his secondary review and summary pages shall
not be acceptable. Photographs taken from the video monitor for remote TV observations shall also be
presented in the same manner as described in above.
Collier County desires photos of all significant defects observed during remote observation task; however, it is
understood that it may not be possible to obtain clear, still photos from the monitor for inspections in large -
diameter lines where manual observations are not performed. Original video tapes/discs for the project shall
be forwarded to Collier County with final report submittals and shall become the property of Collier County.
Additional copies of the video tapes/discs, if required, shall be made by the Contractor on professional
duplication equipment.
Page -13- 'Lp
Two (2) complete copies of the final project reports shall be submitted to Collier County within forty-five (45)
days of completion of all field activities and within the stated time of completion for the project. One (1) of the
two (2) copies shall contain the original photos as required above.
An overall summary narrative shall be provided in each County report describing the overall conditions found in
each associated storm drain line segment grouping. Detailed summary tables shall also be compiled showing
those storm drain lines where major and significant defects were located to assist the Project Manager in
subsequent project review.
GENERAL SITE CONDITIONS CARE: Due care shall be taken of all existing landscaping. The Contractor
may be required to perform necessary site pruning on any existing plant's foliage which will interfere with the
equipment or work area to limit total removal and/or replacement of the landscape material. The Contractor
shall be responsible for replacement at the Contractor's costs unless otherwise approved by the Project
Manager.
EQUIPMENT SUGGESTED:
The Contractor for this project should make four (4) basic methods of internal storm drain pipe observation
available.
• Conventional color observation cameras specifically designed for use in storm drain pipe line
observation work and mounted on conventional skids.
• Conventional color observation cameras specifically designed for use in storm drain pipe line inspection
work mounted on floating skids or rafts.
• Special Industrial grade color observation cameras, contained in waterproof housings and carried
manually through the storm drain pipe during observation work,
• Special industrial grade color observation cameras, contained in waterproof housing, and mounted on
floating skids or rafts.
The Contractor may be required to submit sample video recordings from recently completed projects
demonstrating the picture quality obtained with each available inspection system for storm drain pipe diameters
ranging from twelve inch (12") to seventy-two inch (720). The intent is to insure that the best possible picture
quality is made available to Collier County. In all cases, the complete video system (cameras, lens, lighting,
cables, monitors and recorders) shall be capable of providing a picture quality acceptable to the Project
Manager, and if unsatisfactory, the equipment shall be removed and no payment will be made for
unsatisfactory product,
As with manual observations, accurate and continuous footage readings shall be superimposed on the video
recording for each storm drain line observed by remote methods. Also shown shall be the date of the
observation and a three -digit number designation for each manhole or inlet box in the line segment taped.
DAILY LOGS: The Contractor shall complete and submit to the Project Manager on a weekly basis a Daily
Log documenting the Contractor's activities at the Project site such as:
• Soil or weather conditions which adversely affect the work;
• Daily job site hours of operation;
• Number of Contractor's and Sub -Contractor's personnel present and working at the project site;
• Equipment on the project site;
• Work description being preformed;
• Materials received;
• List of visitors;
• Any problems that might impact either the cost or quality of the work or the time of performance.
• Location of any temporary plugs (inflatable or brick and mortar).
Page -14-
0.40
METHOD OF OPERATION FOR VIDEO TAPING: All videotaping observation will be done on clean, dry lines
when authorized. The storm drain pipes are to be checked for cleanliness by the Project Manager and the
Contractor before the start of videotaping observation procedures.
Dirty lines or structures identified after cleaning by the Contractor determined to be unacceptable by the
Project Manager shall be re -cleaned to the satisfaction of the Project Manager, within the time specified at no
additional cost to Collier County and re -inspected by the Project Manager and Contractor, before the start of
the videotaping observation.
De -watering as required will be done by the Contractor and will be paid in accordance with the contract.
Temporary plugs used to block the storm sewer for dewatering purposes must be removed prior to rainfall
events at no additional cost to the County. The Contractor will be held accountable for any and all damages
due to Flooding caused by blocking of the storm drain pipe system if not removed in a timely manner.
The video equipment used for the observation shall be specifically designed and constructed for such task.
Lighting for the camera shall be suitable to allow for a clear picture of the entire periphery of the storm drain
pipe. The camera shall be operative in one hundred percent (100%) humidity conditions. The cameras,
monitors, and other components of the video system shall be capable of producing picture quality to the
satisfaction of the Project Manager, and if unsatisfactory, equipment will be removed, with no payment being
made for an unsatisfactory product result.
The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to
permit proper documentation of the pipe's condition. In no case should the camera be pulled at a speed
greater than thirty feet (30') per minute, Manual winches, power winches, TV cable, and powered rewinds, or
other devices that do not obstruct the camera view or interfere with proper documentation of the pipe
conditions shall be used to move the camera through the storm drain. If during the operation the camera will
not pass through the entire manhole section or drain pipe segment, the Contractor shall set up the equipment
so that the viewing can be performed from the opposite manhole. If the camera fails to pass through the entire
manhole section or drain pipe segment a second time, the task shall be considered complete and no additional
viewing will be required.
When manually operated winches are being used to pull the camera through the line, telephones or other
suitable means of communication shall be set up between the two manholes or inlet boxes of the section being
viewed, to insure good communications between members of the crew.
MISCELLANEOUS RESPONSIBILITIES: The Contractor shall make every effort to protect existing facilities.
It shall be the Contractor's responsibility to notify in writing the Project Manager of any construction problems
or additional project needs. Should additional costs be involved which are not covered within the Contract Unit
Costs, a Unit Cost shall be agreed upon, a Modification to the Purchase Order completed by the Contractor
and Project Manager prior to performing additional services.
The Contractor shall communicate frequently with the Project Manager and provide a working schedule after
the NTP has been issued. The written schedule is required to be kept current with the progress of the work.
Should the schedule be changed, it shall be immediately up -dated.
The Contractor shall provide all materials, labor, equipment, mobilization/ demobilization, any other necessary
effort, element and/or component(s) needed to complete the work in its entirety per plans and/or as instructed
by the Project Manager and at the Unit Pricing submitted.
PLUG INSTALLATION AND REMOVAL: When a plug is required the costs shall include a weekly rental, all
'nateriais and labor to install and remove the plug for the various pipe sizes.
Page -15 CCA)
PRECONSTRUCTION VIDEO: When work is authorized, it is recommended that the Contractor's provide a
preconstruction video tape in DVD format documenting the condition of the Project area prior to
commencement of any work. This video tape should capture pre-project conditions of all private property
adjacent to the proposed project area and public property in the r/w with the intent to document all existing
conditions for use in resolving any post-project private or public property alleged damage claims. The video is
to be submitted to the Project Manager prior to construction commencement for the Project file at no additional
costs.
PROJECT SCHEDULE AND TIME PERIOD: After issuance of the NTP, the Contractor shall prepare and
submit to the Project Manager the Project's schedule. If required, the schedule of the work's progress shall be
frequently updated and provided to the Project Manager. Micro Soft Project Format is recommended,
The Project shall commence upon receipt of a NTP letter from the Project Manager and will remain in effect
until Final Completion and submission of all the Project closeout documents. Notification of Substantial
Completion, Final Completion, and any Claims shall be done in written letter format. Electronic transmission
via E-mail is not an acceptable notification form.
Should the Contractor see that additional days will be required a Time Extension Letter will be prepared by the
Project Manager or a Modification to the Purchase Order shall be approved.
OBSERVATION RECORDS: Printed records of the locations shall be kept by the Contractor. The records
must clearly indicate the culvert size, length of the segment, sump depth within the inlet box, storm drain pipe
Inverts at each end, and type of storm drain, unusual conditions such as the encroachment of roots, bad or
failed storm drain joint connections, broken drain pipe, and other discernible features will be recorded, and a
copy of such records will be supplied to the Project Manager.
PROJECT SITE LOCATION: The Contractor will be provided by the Project Manager approved
location/segment plans. Both will meet at the site prior to work authorization to review the existing conditions
and verify what work is to be accomplished.
REPAIRS OF STORM DRAINS PIPES: Repairs of storm drain pipes will be determined by,Collier County
Project Manager when such repairs will be made after damage or defects are Identified. When repairs are
requested the Project Manager will request a Proposal from the Contractor who will have five (5) days to
respond, unless an emergency situation arises where a repair maybe authorized by the Project Manager to
ensure safety of the public and lessen liability for the County. Once Proposal has been received by the Project
Manager he/she will either approve or reject and issue a Notice to Proceed (NTP) if approved and funding is
available. Once the NTP has been issued the Contractor shall perform the repairs in the required timeframe.
RESPONSE TIMES: On a twenty-four (24) hour basis, the Contractor may be required to travel to the site
immediately to meet with the Project Manager, law enforcement or emergency personnel to resolve an
emergency. The Contractor shall respond to a telephone, beeper, or radio call within one (1) hour. There shall
be no additional charge for these responses. If Contractor cannot perform these services, it may be cause for
termination. The Contractor must have staffed office ready to respond within one hundred (100) miles
of Naples, Florida.
SANITARY FACILITIES: If the duration of the work is estimated to extend beyond five (5) days, the
Contractor shall provide and have serviced portable toilet(s) within the work site area limits as approved by the
Project Manager. Each toilet shall be located no further apart within the work area than one-quarter (1/4) mile.
SEDIMENT STORAGE & TESTING: Sediment removed from the storm drain pipe system may be taken to a
Collier County specified facility for storage and drying if available; otherwise the contractor assumes
responsibility to store and dispose of sediment In accordance with all Federal, State and Local laws, rules and
regulations. Sediment sampling and soil testing may be required for FDEP Priority Pollutants if requested by
i
Page -16-�
Collier County to determine whether the sediments can be reused or should be disposed in the appropriate
landfill. There shall be no additional costs for this testing.
SITE MAINTENANCE: The work site areas shall be kept clean and neatly maintained during the progression
of the work. Any debris on the roadway shall be swept daily or as directed by the Project Manager. The
disposal of all debris and project litter must be at a proper landfill or disposal site. All disposal fees, tipping or
charges are to be included in the Bid Schedule Unit Price. Upon completion, leftover materials are to be
collected, hauled away, and disposed of by the Contractor leaving the work site in a restored order.
SITE PROTECTION: Improved landscape areas containing landscaping, irrigation systems and mailboxes
shall be noted and maintained wherever possible. If removed or destroyed during the accomplishment of the
work, the Contractor shall replace or restore to the original condition or better as part of Project completion.
The cost of these items shall be considered incidental to the Project unless discussed and addressed with the
Project Manager prior to Project commencement. The Contractor shall make every effort to preserve
stakes/laths, monuments, bench marks, and other control points. A Florida Registered P.S.M. is responsible
for the replacement of any and all survey control or boundary corners damaged or destroyed during
construction at the Contractor's expense.
STORM DRAIN PIPE SIZES: Indicated in Bid Schedule are expected storm drain pipe sizes and are for the
purpose of Bid Unit Price submission. Collier County reserves the right to adjust/utilize such sizing as may be
required for the various anticipated sites during this Contract.
UTILITY CONFLICTS: - Utility locates may be conducted prior to commencement of work. Soft digging, pot
holing and/or any commonly approved method at the Contractor's discretion may be used to locate existing
utilities. In the event that utility conflict(s) arise, the Contractor will be principally responsible for coordinating
with the pertinent utility company/companies in order to resolve such conflict(s). Any and all costs associated
with utility conflict(s) would be incidental and should be included in the pricing provided in the Bid Response
Form. The Project Manager may make exceptions pending justifications by the Contractor.
VIDEO TAPE RECORDINGS: Video tape recordings will be selective and therefore not all storm drain pipe
segments will be required to be videotaped. When authorized, the purpose of tape recording shall be to
supply a visual and audio record of the storm drains problem area segment(s). Videotaped recording
playbacks shall be in the same speed that it was recorded. Slow motlon or stop -motion playback features may
be supplied at the option of the Contractor. Title to the tape shall become the property of Collier County. The
Contractor shall have all video tapes for each storm drain segment accessible for review by the Project
Manager.
The cleaned storm drain pipes will be videotaped in DVD format to document and enable evaluation of the
existing storm drain conditions. Two (2) copies of the video tape along with written observation reports will be
provided to the County. If pipe damage is significant, the pipe cleaning will have to be terminated at the
heavily damaged area to avoid casing further damage by additional soil settlement into the storm drain system.
WATER SUPPLY: The Contractor shall supply their own water for cleaning/flushing of the storm drain pipe
and or box culvert. It may be necessary to have an account with the Collier County Public Utilities Division for
a temporary 2" water meter with an approved and inspected RPZ devise as a source for the storm drain pipe
cleaning process.
MAINTENANCE OF TRAFFIC (MOT): For all projects that are conducted within a Collier County Right -of -
Way, the Contractor shall provide and erect Traffic Control Devices as prescribed in the current edition of the
Manual On Uniform Traffic Control Devices (MUTCD), where applicable on local roadways and as prescribed
In the Florida Department of Transportation's Design Standards (DS) on state roadways. These projects shall
also comply with Collier County's Maintenance of Traffic Policy, #5807, incorporated herein by reference.
Copies are available through the Risk Management and/or Purchasing Departments and are available on-line
at colliergov.net/purchasing.
Page -17- ".1
The Contractor will be responsible for obtaining copies of all required manuals, MUTCD, FDOT Roadway &
Traffic Design Standards Indexes, or other related documents, so to become familiar with their requirements.
Strict adherence to the requirements of the Maintenance of Traffic ("MOT") policy will be enforced under this
Contract.
All costs associated with the Maintenance of Traffic shall be at unit price, Each, and only allowed one for each
project throughout the duration. If MOT is required, MOT certification is to be provided within ten (10) days of
receipt of Notice of Award.
MOBILIZATION; All costs associated with Mobilization shall be at unit price, Each, and only allowed one for
each project throughout the duration.
PAYMENT: Payment shall be for the Unit Cost linear feet of storm drain pipe cleaned, lined, observed and
accepted for the various storm drain pipe sizes. Payment shall be for the Unit Cost for box culverts and/or
CDS system(s) will be for Cubic Foot of material removed. Payment shall be for full compensation for the Unit
Cost per linear feet for services furnishing:
• Equipment
• Tools
• Labor
• Dewatering
• Cleaning/flushing
• Videotaping
• Photos
• On-site material transport & disposal
• Erosion control
• Clean-up
• Disposal/tipping fee charges
• Water pollution control
• Water meter and water supply shall be included in the Unit Pricing
• And all other incidentals necessary for satisfactory performance of the work including the cost of
temporary removal and subsequent replacement of fence, signs, guardrail, grates or manhole covers
and removal of inlet lids/grates and the cleaning of the inlet boxes.
Unless otherwise noted, these above services are considered incidental to the contract and shall not be paid
separately, but shall be included in the Contract Unit Price per linear feet of storm drain pipe and/or box
culverts cleaned, lined, observed and accepted. The Contractor will accept the compensation as provided in
this Contract as full payment for furnishing all materials and for performing all work contemplated and
embraced under the Purchase Order also for:
• All loss or damage arising out of the nature of the work or from the action of the elements, or from any
unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the work
until its final acceptance;
• All other costs incurred under the provisions of Division I of the Florida Department of Transportation,
Standard Specifications for Road and Bridge Construction, 2014 Edition or latest revision thereof.
Page -18- i��
#15-6363 "Storm Drain Maintenance"
Exhibit B 'Price Schedule"
(following this page)
Page -19-
c
Exhibit 8 -Price Schedule
Bid Tabulation N 16.6363 Storm Drain Maintenance
LIneY
Description
unit
Cly
Unit Price
701111
„
TVVIsAma
Shenandoah Girard ComtrvNon
Co.
1 Storm Darin(Video Camera Dbservallan 0-48' Lo f Wdnen Report
Linear Fl
10 S
8.00
60.00
2 Storm Dralij PAdee Camera Observation 49"- 72' Lo fNldllen Report
Llnoar F
10 S
7.00
s 70.00
3 Ckanh Box Culverts of Debris and Bituminous Materials Removal
Per Fl
i
30.00
30.00
4 ecuum p of antlnuous La on eparat on (D sem¢ ,move o
Debris and Slumnaus Materiels
per Fla
1 $
20.00
S 20.00
Pluri Installation 6 Removal [netudb Minimum Weekly Renal for.
5 D' k 12' Crows/Side Drain or Equivalent Eliptleal Circumference
Week
1 S
1.00
s 1.00
616' to 30' CmeWSkle Drain orEquivalent Ehi GUI Circumference
Week
1
5.00
5,00
738' to 42' CrouISlde Dralna EQUIValont E111 00111 CkOurnfeWCO,
Week
/
10.00
10,00
848' to 60' CreseBlde Drain orEquivalent Elliptical CYUmfemnce
Week
1 S
15.00
s 15.00
972" to 96' CmssISMe Drah or EquIefelent Elliptical Circumference
Week
1
26.00
6 25.00
Pum In` I I I . . -..
. _.. ;.
... q
104'0 drauiic Pump (with u Io 1DODul Ebche "hose
Hours
40 S
600
200.10
11 6'h draulic Pum u to 1000 of dlsche hose
Hours
40
10.00
110,01)12
rhvdraulioNOPuwunto 1000' of dlecha hose)
Hcurm
40 S
10.00
400.00
Cleanina of CMP orE uMlent Elliptical Circumference
"
13pipe
Lhear Fl
1
0.60
S 0.50
1 Medium Cleaning of 15' Pipe
hear FI
1
1.00
S 1.0D
75 Heaw Cleaninki of IV Pipe
Lhear Fl
1 5
2.00
$ 2.00
18Skiedafty CleaninI S'Ploa
Linear Fl
tFS2.00
6.00
17Light Cemin of 10'P a
Linear Fl
t
0.75
IB Medium Ckann of 18' Pipe
Lhear Fl
1
1.00
19 Hee Cleanh of 18" PI
Linear Fl
7
2.00
20 S ectal Cleanin 18"PI a
LnearFl
1
5.00
21 hlCkanin0124'P a
LhearFt
1
0.75
22 Medium CeanInof 24' P
LelearFl
1
1.00
23 He Clean! of 24'PI
LhearFl
1
S 175
24S eda Ckanh of 24"P
Lhear Ft
1
6AD
26 ht Cleanh of 30" PI a
Linear FI
1
$ 1.00
26 Medium Cleaning of 30' Pipe
Lhear Ft
1 5
2.50
2.60
27 Heavy Cleanin 0130" Pipe
Linear Ft
1
4.50
4.60
28 Specialty Clewing of 30'Pipe
Linear Fl
1 It
10.00
10.00
29 Light Cleaninof 36" Pipe
Linear FI
1
1.60
1.50
30 Medium Chanty of 36' Pipe
Lhear FI
1 $
3.50
3.50
31 Heavy Cleanh or 36' Pipe
Linear Fl
1 S
6.60
5.60
32 SDedaltv Cleanin of 36" Pipe
Linearfl
i
15.00
75A0
33Light Cleaning of 42 Pipe
Linear Ft
1 s
360
3.50
34 Medium Cleaning of 42' Pipe
Lhear Ft
1 S
6.80
5.50
35 Heaw Cleanin of 42*
Lhear Ft
7 Ar
7.50
S 7.50
39 Specialty Cleenm of42"P' a
Linder Fl
1 Ir
15.00
3 15.00
37 I.Johl Ckanh of 48" Pipe
Linear Fl
1 S
4.50
S 4.50
38 Medkim Cleanh of 48' Pipe
UnquirIF1
1 S
7.50
7b0
39 Heavy Cleaning of 48'PI a
Linear Ft
1
9.50
S 9.50
49 Specialty Ckanh of 48"Pipe
Linear Fl
1
20.00
S 20.00
41L LCkankiof 64" Pipe
Lhear Ft
1 S
6.60
6.50
42 Medium Cleanin of 54" Pie
Linear Fl
1
8.25
826
43 Hmvv Cleanin o154" Pipe
Linear Fl
1 It
11.25
11,26
44 Spaciefty Cleanin of 54'Pipe
Linear Fl
1 $
20.00
20.00
45Light Cleaning: of 60" Pipe
Lhear FI
1 S
also
6.60
49 Medium Ckanh of So' Pipe
Linear Fl I
1 s
8.501
s 8.50
47 Heaw Cleanine of 90" PIpe
Linear FI
1 S
12.00
S 12.00
48Specialty Cleankno of 60'Pipe
Lear Ft
1
26.00
25.00
49 LJohl Cleaning of 66- Pipe
Lheafft
1 S
7.50
7.50
50 Medium Qeaning of 66'PI a
Linear Fl
1 11
1.50
It 1.50
51 Heaw Ckanh of 88" Pipe
Linear Ft
1 s
13.50
13.50
52 Seacialtv Cleanh or 65" Pipe
Linear Fl
1
25.00
25.00
63 UghtCleaniftg of 72POO
Lineal Ft
1 S
8.50
6.60
54 Medium Ckanh of 72" Pipe
Linear Fl
1 3
19.50
19.50
55 Heavy Ckanh of 72"Pipe
Lhear Ft
1
24.50
$ 24.50
56Specialty Deanne of 72" Pkee
Linear Ft
1
30.00
11, 30.00
57 Light Clearing or84" P
Linear Ft I
1 S
9.50
s 9.50
58 Medium Ckanh of 84" Pipe
LnearFl
1 3
2.50
S 24.60
59 Heavy Ckanln of 84"Pipe
Linear ft
1 S
34.60
$ 34.50
80 Specialty Cleaning of a4"Pipe
Linear Ft
1 $
40.00
40.00
81 Light Cleanhut of 98' Pipe
Linear FI
1 S
12.50
$ 12.60
62 Medium Clean of 98' Pipe
Linear Ft
t
23.50
23.50
83 Hea Cleaning of 96' Pipe
Linear Ft
1
45.50
$ 48.50
04 S del Clasnln2 of 96"Pipe
Linear Fl
1
55.00
55.00
Line R
- Description
unit
city
unit Price
Total
Cleanin 'of RCP�orE UNeIonLElll'Ocel Cimumfemnee
6511.1ahtCleanIno of 15" Pipe
Linear Ft
1
0.60
0.50
68 Madaim Cleanin 15' PI o
Linear Ft
1
1.00
1.00
67 Haaw Cimino of 15' Pips
Linear Fl
/ s
2.00
2.00
88 Specialty Cleaning of IS" Pipe
Linear Ft
1
SAO 6
5.00
89 UohfClemlnoof 18' Pie
Linear Ft
1
0.76 6
0.75
70 Madmen Cleaning of 18" Pipe
Linear Fl
1
1.OD
1A0
71 Heavy Cleaning of 18' Pipe
Linear Fl 1
1
2.00 3
.00
72 Spa -Jolly Spa-JollyCleanln of 18" Pipe
LhearFl I
1 s
6.00
5.00
73 Light Cleanln of 24' PIPS
Linear Fl I
I s
0.76 3
D.75
74 Madam Cleaning of 24" Pips
Linearfl I
1 s
1.001 s
tA0
75 Heaw Cleanninctof 241 Pipe
Linear Ft I
1 s
1.75 s
1.75
78Socially Cleaning of2,r Plies
Linear Fl
1
5.00
6.00
77Light Cleaning of 3(r Pipe
Linear Fl
1
1.00
1.00
78 Medium CWnlnn of 30' Plpe
Linear Fl
1 s
2.50 S
.50
78 Haan Cleaning of 30'Pips
Linear Fl
1
4.50
4.50
80 Specialty Marine Of 30" Pips
Linear FI
I
10.00 111
10.00
81 Llnhl Clewing of 36' Pipe
Linear FI
1
1.60
1150
82 Medium Clesninis of 36" Pipe
Lhlearft
1 s
3.50 s
3.50
83 Heaw Cleanina of 301 Pipe
Linear Ft
1 3
5.50
5.50
84 Soodaltv Cleaningof 38" Pips
Linear Fl
iftt
MOD 5
MOO
861. hl Cleanin of 42" Plae
Linear Fl
I
390
3.50
88 MedWm Clean of 42" Pipe
Linear Fl
5.50
5.50
87 HeavyClearingof 42" Pipe
Linear Fl
1
7.50 $
7.50
88 lean of 42"Pips
Linear Fl
1
15.00
15.00
89 L hl Cleaningof 46" Pipe
Linear Fl
1
4.50
4.50
BO edlum Cleaningo 48"P a
Llnear Fl
1
7.50
7.60
91 Heavylaanln of 48" PI
Linear Fl
1
9.50
8.60
923 cle Cleanln of 48"Pipe
Linear Fl
1
20.00
20.00
83 hl Clean of 54" P
Linear A
1
5.50
5.50
94 MedWm Cleaningof 64' Pipe
Linear FI
8.25
8.25
85 Hea Cleanln of 54" Pipe
Linear Fl
1
11.26
11,25
96 Soo cialCleaning of 54" Pipe
Lhear Fl
1
20.00
20.00
97 Light Cleanin of 60' PI a
Lhwer Ft
1 s
8.60 It
8.60
98 Medium Cleaning of 60" Pips
Linear Ft
1
8.50 $
8.50
BB Hee Cleanin of 80"PI a
LtnearFt
1 $
12.00 S
12.00
100 Specialty Cleaning of 60" Pipe
Lineefft
1
25.00 4
25.00
101 1-12hil Cleaning of Bir Pipe
Linaar Fl
i S
7.50
7.50
102 MedWm Cleaning of 86" Pipe
Linear Fl
1
10.50
1090
103 Heavy Cimino of 88' Pipe
Linear Ft
1 s
13.60
13.50
104 Specialty Cleanin of 88' Pipe
Linear FI
1 s
25.00 s
25.00
106Licht Cleanin of 72' Ploe
Lbeer Fl 1
1
8.50
5.60
106 Medium Cleaning of 72' Pipe
Linear Ft
1 s
1890
18.50
107 Heavy Cloenin of 72' Mine
Linear Ft
7
24.60
24.50
108 Specially Cloanin of 72' Roo
Linear Fl
1 S
30.00
3D.0D
109 Light Clawing of 84' Pipe
Linear A
1
8.50 S
8.50
110 Medium Cleanin of 84" Pipe
Linear FI
1
24.50
2490
111 Heavy Cleaning of 84' PI
Lbear Fl
1
34.50 6
34.50
112 Specialty Cleanhe of 84'Pipe
Linear Ft
1 It
40.00
40.00
113 Light CleanInp of 9V Pipe
Linear Ft
1
12.50
2.50
114 MedWm Cleanln of 96" Pipe
Linear Ft
1
23.60
23.50
115 Heavy Cleanln of 96"PieLinear
Fl
1
48.60
4890
116 Specialty Cloanin of 96" Pipe
Linear Ft
ill
55.00
55.00
Line/ - Description
Unit
Dt7.
Unit Price
7olei.
Clemillno of HDPE Pips or Eulvalent Elliptical Circumference
-
117 Light Cleaning of 75Poe
Linear Fl
1
0.50
0.50
118 Medium Cleaninof 15' Pipe
Linear FI
f
0.75 S
0.75
118 Heow Cleanhoof 15' Pipe
LknearFl
1 s
1.00 8
1.00
120 Specialty Cleanho of 18" Pipe
Linear Ft
1
1.00 3
1.00
121 LIAM Cleaning of 18" Pipe
Linear Ft
1
0.60
0.50
122 Meolum Cleaning of 18" Pipe
Linear Ft
1
0.75
0.76
123 Heavy Cleaffinaof 18' Pie
Linear Fl
1 S
1.00
1.00
124 Specialty Cleannoo1181 Pipe
LNearF1
lis
1.00 s
1.00
125 L ht Cleanin of 24' Pipe
Linear Fl
1 $
0.50 S
0.50
126 Medium Cleakm of 24" Pipe
Linear Fl
1 s
0.75
0.75
1271fee Cleaning of24'Pipe
UnearFl
1 s
1.00 If
1.00
128 SpaclatV rleaninnof 24'Pipe
LlnearR
1
1.00
IAO
128 Licht Cleenin of 30' Pipe
Linear FI
1 s
0,75
0.75
130 Medium Cleanin of 30' Pipe
Linear FI
1 S
1.00
LW
131 Heaw Cleaninof 30" Pipe
LinearFI
1 s
1.25
125
i Specialty Cleenin of 3(r Pipe
LhearFl
1
125 s
1.25
133Light Cleaning of 30' Pipe
Linear Ft
0.75 If
.75
t34 Medium Cleaning of 38" Pipe
Linear FI I
1 s
100 I s
1.OD
135 Heavy Deaden of 36"felps
Linear Fl
1
1.26
1.25
138 Specialty Clearthal of 35 Pipe
Linear Fl
1 S
1.25 1
125
137 LkgitQeanlnaof42'P a
Linear Fl
1 $
0.75 5
0.75
138 Medium Cleanin of 42"Ploo
LinearFt
1 5
1.00
1,00
1317 Heavy Clearing of 42" Pim
Linear Fl
1
1.25
1.25
140 Spodally Clamino of42"Pipe
Linear Ft
1 3
1.25
1.25
141 Licht Cleaninof 48' Pipe
Linear FI
1 s
1.00 s
1.00
142 Medium Cimino of 48' Pipe
Linear Fl
1
1.26
126
143 Heavy Cleardna of48`Pipe
Linear Fl
1
1.50 S
1,110
144 Simadalty Cleaning or 48'Pipe
Linear Fl
1 s
1.50 s
1.50
145LIahl Claanlna of 641 Plea
Linear FI I
1 s
1.0013
1.00
146 Medium Cleanin of 54' Pipe
LNearR
1 S
1.26
1.25
147 Heaw Cleaning of 54" Pipe
Unearl't
1
.50
1.50
148 SpedaltyClasmian f64*PW
Linear Fl
1 $
1.60 If
1.50
14BLight Cleaning of 60" Pipe
Llneer 1
1 If
1.00
1.00
150 Medium Camino 0160' Pipe
LlnearFl
1 S
1.25 s
125
151 Heavy ClewLno of BT Pipe
Linear Fl
1
1.50 1
1.50
152 Soeclafty Cleaning of 601 Pipe
LineerFl
1
1.50
1 50
153 Licht Cleenin of 66' Pipe
LhearFl
1
1.50
1.50
154 Medkim Cieanln of 66" Pipe
Linear Fl
1 s
1.50 ll
1.50
155 Heavy Cleanino1 68" Pipe
Linear Fl
1 3
1.76 s
1.75
158 Specialty Cleaning of 66' Pipe
Linear Fl
1 If
1.76
1.75
157 Licht Cleanina of 72Pipe
Linear Fl
1
1.50
1.50
15S Medium CUsnoa of 72' Pipe
Lhear Fl
1 S
1.50
1.50
169 Heavy Cleaning of 72' Pipe
Linear FI
1 S
1.75
1.75
1605 dal Cleenin of 72"P a
LinearFl
1
1.75 S
1.75
181 L ht Cloanin of 84'P a
Linear Fl
1
160
1.50
162 Medium Cleanin of 84' Pi
Linear Ft
1
1.5D
1.50
183 HeavyClean Ina of 84'P
Linear Fl
1
1.75
1.75
164 SpeciallyCleaningof84'P
Linear Fl
1
1.75
1 .75
185 ht Cleaninof B6" Pipe
Linear Ft
1
1.50
1.50
168 Medium Cleanin of 88' Pipe
Linear Ft
1
1.50
1.50
167 Hea Cleanin of 96" Pipe
Linear Ft
t
1.75
1.75
168 S ectal Cleaningof 88" Pipe
Linear Fl
1
1.75
1.46
SII Linin orE ulvalent Elliptical Circumference
'
168 S1 Llnh 15' Pipe
Linear Fl
1
40.00
40.00
170 8 Linin 181 PI
Linear Fl
1 S
6,D0
45.00
171 Sip Lining 24" Pas
Linear
1
66.00
65.00
172 SIP LNN 30' Pi
Linear Fl
1 5
85.00 3
85.00
173 Sip Who 36" Pipe
Lnear FI I
1 S
126.00 &
126.00
174 Sip Lining 42' Pipe
Linear Fl
1 S
146.00 S
145.00
175 Sip, Lki 48' Pipe
Linear Ft
1 S
216.00
215.01)
1785 LNIn 64'P
Linear Ft
7
22600
225.01)
177 6 Linin 60" P
Linear Ft
1 S
260.00
250
178 3 Lhln 68" P a
Linear Fl
1
315.00
315.00
179 linin 72'P a
Linear Ft
1
37.00
375.00
180 SII Linin 84" Pie
Linear Fl
1 S
415.00
415.00
181 5A LNh BB' a
Linear Fl
1
425.00
425.00
Lima Description
Oat
Qty
Unit Price
Total
Cundlil-Plea Pipe ICIPPI orE ulvalsnt Elliptical Circumference
182 CIPP 16' a 15 x 8.7 mm Burial Depth Is 0-8
Unear FI
1
55.00
65A0
1B CIPP IS'P e15 x 8.2 mm Burial Depthia6-i
Unear Fl
1
70.00 S
70.00
31 CIPP 18' POO x8.1 mm ureal Depth Is 0 On
Lhear Fl
1
76.00
76.00
84 CIPP 18' Pipe x 9.7 mm(Burial Depth Is 6-123
LheerFt
1 $
80.00
50.00
186 CIPP 24'Plpe x 10.1 mm (Buda[ Depth Ill O$'
LlnearFl
1
DOM
80.00
186 CIPP 24'Plpex UA mm Burial Depth Is 8-12'
Unear Fl
1
9600
95.00
187 CIPP 30"Plas x 13.5 mm Budel Depth Is 0-8'
Linear Ft
1 3
11D.00 3
110.00
188 CIPP 30' Pipe x 15.4 mm Budal Depth Is 6-12'
Linear FI 1
1
1116.00is
115.00
189 CIPP 36' Plips x 17.2 mm eadal Depth Is 0-81
Linear FI
1
126.00
12500
190 CIPP Sir Pine x 18.1 mm Burial Dem Is 8.1211
Unear FI
1
140.00 S
140.00
191 CIPP 42' Pipe x 20.9 mm Burial Depth Is 0.6'
Linear FI
1
225.00
225.00
192 CIPP 42' Pipe x 20.8 mm Burial Depth Is 6-121
Llnciafft
1
205.00 111
205.00
193 CIPP 48' Pipe x 26.2 mm Burial Dam Is 0.81
Lhear Fl
i
240.00 6
240.00
194 CIPP 8' Pipe x 22.6 mm (Buda] Dem Is BI 21
Linear FI
1 S
226.00 &
225.00
195 CIPP 54' Ples x 28.2 mm udal Dem Is D-61
Unear 1
1
400.00
4D0.DO
195 CIPP 64' Pipe x 24.7 mm rial Depth IsS-12'
UnearFl
1
385.00 5
385.00
197 CIPP 80' Pipe x 30.3 mm Burial Dem Is Oct'
Linear FI
1
635.00
635,00
198 CIPP 60' Pipe x 27.3 mm ureal Dem IS B-12'
Linear FI
i S
515.00 1 S
516.00
199 CIPP W P108 x31.6 mm f8uriall Depth Is 0
LlnearFl
1
630.00
630.00
21301 CIPP B0' Poe x 29.1 mm Sural Dem Is 6-1
LlnearFl
1 S
620.00
820.00
201 CIPP 72'P ex 30.4 mm
LlnearFl
1 $
760.00
750.00
202 CIPP 84'P ex 35.5 mm
hear Fl
1 $
850.00
850.00
203CIPP 98" Pipex 40.6 mm
LlnearFl
1
950.00
950.00
Open Cut l Headwall Repairs 80thmervices
$
-
-
204 Conslmallon Foremen
Hr
8
55.00 3
440.00
205 Equipment erator
Hr
8 $
120.00 6
960.00
208 Laborer
Hr
8 S
40.00 S
320.00
207 Pipe Layer
Hr
8 4
30.00
240.00
208 Welding f Above& Below Walari,
Hr
8
85.00
680.00
209 Min Crew (3 Man Team Conrad
Hr
8
210.00 5
1580.00
210 Crane 100 Tan S Below
Hr
8 S
65.0(1
620.00
211 Track or Wheeled Excavator
Hr
e S
20.00 S
100.00
212 Lana Stick Tracked Exavator50'or Greater
W
8 S
30,00
240.00
213 Wheel Loader
Fir
6
10.00
60.00
214 Backhoe Loader
Hr
8
10.00
60.00
215 Bulldozer
Hr
8 S
10.00
80.00
216 Double Drum Compactor
Hr
8 S
20.00
160.60
217 VbnflaN Piale Compactor
Hr
6
10,00 3
80.00
218100 CFM AS Compressor wBh Hammer
Hr
B
15A0
120.00
219 De-Wetern
Hr
B $
80.00 S
840.011
220 As hall Pavement Replacement
Tons
1
i50AD
150.00
221 Limerock
Two
1
50.00
50.00
222 Did
Tons
1
25.00 S
25.00
223 DfNeway Restoration
BY
1
60.00 $
60.01)
224 Mitered Ends
BY
1 $
150.00 It
180.00
225 Pressure Gmul lnecIlon
Johls
1 S
176.00
175.00
226 Bahia Sod
So FI
40DIS
0.46
180.00
227 Floratan Sod
5 Fi
4001 S
0.50
200.00
228 Rip Rao Rubble 6'-121
Tons
1 S
60.00
MOO
229 Rip Rap Ba (80 lb Bee
Ea
1
8.00
8.00
230 Concrete PROW Blanket slope protection
BY
7
8.5.00
55.00
231 SII Screen lnslalletlan 8 Removal porl00 it
Ea
1
500.00 S
600.00
_
232 Maintenance of Traffic
Ea
1
2515.00
250,00
233 Moblization Fee
Ea
1 $
300.00
30D.DD
234 Met. W Markup %
%
10%
RESPONSE TWES; On a hent!6bu1(24) hour sees, the DanlladOrmaya Mu$adlo parol to the sire
hnmedlslehl to meel Whthe 'Project Manager, low wAves rant wemerpencyperaonrlel16 resoN
- enrerpency(Sa papa 36 ofSoBmatxad. BaHeNed .