HomeMy Public PortalAbout19-9612 Professional Services to Achieve the LS14 Service Basin/ not exceed $132,620.20 Sponsored by: City Manager
RESOLUTION NO. 19-9612
A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF
OPA-LOCKA, FLORIDA, AUTHORIZING THE CITY MANAGER TO
PIGGYBACK ON THE CITY OF DAYTONA BEACH'S CONTRACT
WITH INSITUFORM TECHNOLOGIES, LLC FOR QUALIFIED
PROFESSIONAL SERVICES TO ACHIEVE THE LS14 SERVICE
BASIN CURED IN PLACE PIPE (CIPP) REHABILITATION IN THE
CITY OF OPA-LOCKA IN AN AMOUNT NOT TO EXCEED ONE
HUNDRED THIRTY-TWO THOUSAND SIX HUNDRED TWENTY
DOLLARS AND TWENTY CENTS ($132,620.20), IN A FORM THAT IS
ACCEPTABLE TO THE CITY ATTORNEY; PROVIDING FOR
INCORPORATION OF RECITALS; PROVIDING FOR AN
EFFECTIVE DATE.
WHEREAS, the City of Opa-locka ("City") requires (CIPP) Rehabilitation to comply
with the consent agreement with Miami-Dade County; and
WHEREAS, the City of Daytona Beach entered into Contract No. 0118-2600 with
Insituform Technologies, LLC for a one-year period commencing February 6, 2019 to
September 30, 2019, for Cured in Place Pipe Lining; and
WHEREAS, the City Commission finds that it is in the best interest of the City to
piggyback on the City of Daytona Beach's Contract with Insituform Technologies, LLC so it
can benefit from already negotiated rates and enter into an agreement for CIPP.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY
OF OPA LOCKA, FLORIDA:
Section 1. RECITALS ADOPTED.
The recitals to the preamble herein are incorporated by reference.
Section 2. AUTHORIZATION
The City Commission of the City of Opa-locka hereby authorizes the City Manager to
piggyback on a City of Daytona Beach's Contract with Insituform Technologies, LLC
and enter into an contract for CIPP in an amount not to exceed One Hundred Thirty-
Two Thousand Six Hundred Twenty Dollars and Twenty Cents ($132,620.20), in a form
that is acceptable to the City Attorney.
' SECTION 3. SCRIVENER'S ERRORS.
Sections of this Resolution may be renumbered or re-lettered and corrections of
typographical errors which do not affect the intent may be authorized by the City
Manager, or the City Manager's designee, without need of public hearing, by filing a
Resolution No. 19-9612
corrected copy of same with the City Clerk.
Section 4. EFFECTIVE DATE.
This Resolution shall take effect immediately upon adoption and is subject to the
approval of the Governor or his designee.
PASSED AND ADOPTED this 27th day of February, 2019.
Mayor Matt ew A. Pigatt
Attest to: Approved as to form and legal sufficiency:
(-)1 )°-
Jo. 1 a Flores THE BROWN LAW GROUP, LLC
Cit ` Clerk City Attorney
Moved by: COMMISSIONER KELLEY
Seconded by: VICE MAYOR DAVIS
Commissioner Vote: 5-0
Commissioner Burke: YES
Commissioner Kelley: YES
Commissioner Bass: YES
Vice-Mayor Davis: YES
Mayor Pigatt: YES
City of Opa-Locka
,Agenda Cover Memo
Department Airia Austin Department
041. • 0.11; -•
Director: . Director Signature:
Finance Director: Bryan Hamilton FD Signature: `\
Department `
Acting City Newall Daughtrey CM Signature: \
Manager: ■mot, , *AIL.
Commission 01/13/2019 Item Type: Resolution Orl" ance O er
Meeting Date: X
(EnterX in box)
Fiscal Impact: Ordinance Reading: 1st Reading 2nd Reading
(Enter X in box) Yes No (Enter X in box)
X Public Hearing: Yes No Yes No
(Enter X in box) X x
Funding Source: (Enter Fund Advertising Requirement: Yes No
Account# &Dept) (EnterX in box) X
Ex:
75-5356314
Contract/P.O. Yes No RFP/RFQ/Bid#: RFP#
Required: X Piggyback Contract
(Enter X in box)
Strategic Plan Yes No Strategic Plan Priority Area: Strategic Plan Obj./Strategy:
Related X Enhance Organizational • (list the specific objective/strategy this
(EnterX in box) Bus.&Economic Dev 0 item will address)
Public Safety
Quality of Education 0
Qual.of Life&City Image
Communication
Sponsor Name City Manager Department: City Manager
Short Title:
Pipe Lining of the Gravity System for Pump Station 14 service area.
Staff Summary:
The purpose of this request is to piggyback existing contract from the City of Daytona Beach, for qualified
professional services to achieve the LS14 Service Basin cured in place pipe (CIPP) Rehabilitation in the City
of Opa-locka. This project will have a fiscal impact of$132,620.20; however, it will allow us to be in compliance
with the consent agreement with Dade County..
Proposed Action:
Staff recommends approval of this piggyback active contract from City of Daytona Beach to avoid that the current
Moratorium continues preventing commercial businesses to grow on this area.
Attachment:
1. Agenda
2. Insituform Technologies, LLC Proposal
3. Active contract with the City of Daytona Beach.
lnsituform Technologies.LLC is a subsidiary of Region Corporation
• 17988 Edison Avenue Andrew Costa Phone: 813-309-0385
All A E G I 0�J Insituform Chesterfield,MO 63005 Vice President of Sales Fax: 813-627-0006
Stronger.Safer.Infrastructure: www.insituform.com East Region Email: acosta @aegion.com
February 8, 2019 AA]A-YCAZEG
Mr.Airia Austin
Public Works Director/Director of Capital Improvement Programs
City of Opa Locka
780 Fisherman Street
Opa-locka, FL 33054
Project Name: LS#14 Basin Area CIPP Rehabilitation
Contract#: City of Daytona Beach—General Services Contract—Contract No. 0118-2600
Start Date: TBD Completion Date: TBD
PROPOSAL PRICING:
Insituform proposes the following pricing for the scope of services described herein:
Item Description Unit Qty Unit Price Total Price
AAA Mobilization Setup 2 $3,578.40 $7,156.80
QQ-1 Bypass Pumping - 8" Diameter LS 30 $317.40 $9,522.00
TT-3 Traffic Control - Barricades Setup 10 $264.50 $2,645.00
M-1 Medium Cleaning&Inspection- 8"-12" Diameter LF 2,884 $3.70 $10,670.80
A-3 CIPP—8"Diameter LF 2,884 $26.00 $74,984.00
W Easement Access LF 2,884 $31.70 $10,670.80
Q-6 Lateral Cutout EA 29 $195.00 $5,655.00
Q-4 Lateral Grout EA 29 $390.20 $11,315.80
TOTAL $132,620.20
***A copy of City of Daytona Beach contract No.0118-2600 has been attached to this proposal for review and use***
Submitted By:
(>4,
Andrew Costa
Vice President of Sales
GENERAL SERVICES CONTRACT
CONTRACT NO. 0118-2600
THE PARTIES TO THIS CONTRACT are the City of Daytona Beach. a Florida municipal
corporation (the "City"), and insituform Technologies. LLC, a foreign limited liability
company ("Contractors).
In consideration of the mutual covenants herein contained, the Parties agree as follow&
Section 1. Scope of Services. Contractor will provide Cured in Place Pipe Lining and
associated services as further described in Exhibit A, attached hereto and incorporated
herein, to the City from time to time at the direction of the City during the Term of this
Contract.
Section 2. Services Must Be Authorized in Writing This Contract, in and of itself,
does not require the Contractor to perform any services or obligate the City to pay for any
services rendered. No services will be provided under this Contract, and no payment
obligation will arise for performance of services. except when specifically authorized by
work authorization issued in accordance with the City's procurement policies. A work
authorization may consist of a contract document signed by both the City and Contractor;
or it may consist of Contractor's written quotation/proposal, identifying the work to be
performed and the Fees for such work as established below; and the City's purchase
order issued in response to and accepting the proposal. No work authorization may alter
the terms and conditions of this Contract. In case of a conflict with a work authorization
this Contract will govern. The work authorization may provide more detailed parameters
for the services to be provided, such as deliverables, deadlines, and required conditions
for payment of Fees, consistent with the provisions of this Contract.
Section 3. Fee(s). For the services provided under this Contract, City will pay Contractor
Fees based upon the Fee/Rate Schedule attached hereto as Exhibit B.
The Fees described in Exhibit B will be Contractor's sole compensation for the services
to be provided. Except for any reimbursable expenses specifically authorized by Exhibit,
Contractor will be solely responsible for all of costs Contractor incurs in meeting its
obligations herein.
Section 4. Billing; Manner of Payment. in addition to requirements for payment
established by applicable federal, state, or local law including the City Code, payment
terms are as follows.
(a) Unless provided otherwise herein, the City will pay 30 days after receipt of a
valid invoice or receipt of goods or services. whichever is later.
(b) In order to be considered to be valid, an invoice must include all information
that the City needs to verify the accuracy of the invoice and the amount of payment due
based on the specific requirements of this Contract, such as where partial payments are
due upon completion of specific tasks, or where payments are based on hourly rates In
addition. where payment of reimbursable expenses is specifically provided for. an invoice
for such expenses will not be valid unless sufficient documentation is provided to verify
that such expenses were incurred and that other conditions have been met. In addition,
where any portion of the work was performed by subcontractors, Contractor must provide
proof of payment/release of subcontractors' liens except as provided in Section 12A.
(c) If an invoice submitted by Contractor is not valid, within 30 days after receipt
the City will provide notice to the Contractor identifying the deficiencies.
Section 5. Standard of Performance. Contractors services will at a minimum meet
the level care and skill ordinarily used by members of Contractor's profession performing
the type of services provided herein within the State of Florida.
Section 6. Relationship between Parties. This Contract does not create an employee-
employer relationship between the City and Contractor. Contractor is an independent
contractor of the City and will be in control of the means and the method in which the
requested work is performed. As an independent contractor, Contractor will be solely
responsible for payment of all federal, state and local income tax, and self-employment
taxes, arising from this Contract; and Contractor agrees to indemnify and hold harmless
the City from any obligations relating to such taxes. The City will not make deductions
from payments due. for such taxes, or for social security, unemployment insurance..
worker's compensation, or other employment or payroll taxes
Section 7. Documents and Records.
(a) All reports, estimates, logs, original drawings, and other materials furnished,.
prepared or executed by Contractor during the term of and in accordance with the
provisions of this Contract will be the property of the City and delivered to the City upon
demand or, if no demand has previously been made, upon completion of the particular
task for which such materials were prepared, executed, or otherwise required.
(b) To the extent applicable, Contractor will comply with the requirements of
Florida Statutes Chapter 119, which may include the following:
(1) Keeping and maintaining public records that ordinarily and necessarily
would be required by the public agency in order to perform the service provided herein.
(2) Upon the request of the City Clerk of the City (i) providing the City Clerk
with a copy of requested public records. or (ii) allowing inspection or copying of public
records, within a reasonable tim after receipt of the City Clerk's request, at a cost that
does not exceed the cost provided in Ch 119, Florida Statutes, or as otherwise provided
by law.
(3) Ensuring that public records that are exempt or confidential and exempt
from public records disclosure requirements are not disclosed except as authorized by
law until completion of the work required by a work authorization and following such
completion if Contractor fails to transfer such records to the City
(4) Upon completion of the work required by a work authorization. keep and
maintain public records required by the City to perform the service. Contractor will meet
all applicable requirements for retaining public records. All records stored electronically
must be provided to the City upon the request of the City Clerk, in a format that is
compatible with the City's information technology systems
IF CONTRACTOR HAS QUESTIONS REGARDING THE
APPLICATION OF CHAPTER 119, FLORIDA STATUTES. TO
CONTRACTOR'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO
THIS CONTRACT, CONTRACTOR MUST CONTACT THE CITY CLERK,
WHOSE CONTACT INFORMATION IS AS FOLLOWS:
(Phone) 386 671-8023
(Email) clerk @codb.us
(Address) 301 S. Ridgewood Avenue
Daytona Beach, FL 32114
Section 8. Effective Date and Term. The Effective Date of this Contract is the date on
which the last Party signs it The Term of this Contract is one year, commencing on the
Effective Date. The City will have the option to renew this Contract for up to 4 Terms of
one-year each. by providing Contractor written notice. Such notice must be provided at
least 60 days before the end of the current Term unless waive by Contractor
If this Contract specifically provides that some or all of Contractor's services will be
required only after issuance of a City work authorization, any work authorizations
previously issued by the City will remain in effect after the expiration of this Contract
unless the City terminates this Contract dues to Contractor's material breach after
notifying Contractor to suspend such services as provided below.
Section 9. Termination.
(a) The City may by written notice to Contractor terminate this Contract, in whole
or in part. at any time, either for the City's convenience or because of the failure of the
Contractor to fulfill its contractual obligations
(1) Before terminating for convenience, City must provide Contractor at
least 30 day's advance notice of termination. This Contract will terminate automatically
and without need for further notice upon the expiration of the notice period.
(2) Except as provided in Section 10(a)(3), before terminating due to
Contractor's material breach of its contractual obligations. City must provide Contractor
prior written notice. specifying the breach and demanding Contractor remedy the breach
within 10 days of the notice, or within such longer period as may be reasonably required
if the nature of the breach is that it cannot be remedied within 10 days of notice. This
Contract will terminate automatically and without need for further notice if Contractor fails
to remedy the material breach within the period described in the City's notice of breach.
(3) The City may terminate this Contract upon Contractor's breach without
providing Contractor an opportunity to remedy the breach as referenced immediately above, if
Contractor or any of Contractor's personnel, in connection with the services or rights provided
herein.. commit a criminal act or engage in activity that poses a material risk of injury to persons
or damage to property. Such termination will be effective immediately upon providing Contractor
written notice.
(b) If the termination is for convenience, Contractor will be paid compensation
for authorized services performed to the date of termination. If termination is due to
Contractor's material breach, the City reserves all rights and remedies it may have under
law due to such breach. Among other things, the City may take over the work and
prosecute the same to completion by other agreements or otherwise: and in such case,
the Contractor will be liable to the City for all reasonable additional costs occasioned to
the City thereby
(c) If after notice of termination for the Contractor's failure to fulfill contractual
obligations it is judicially determined by a court of law that the Contractor had not so failed
the termination will be conclusively deemed to have been effected for the City's
convenience In such event, adjustment in payment to Contractor will be made as
provided in subsection (b) of this Section for a termination for convenience
(d) The rights and remedies of City provided for in this Section are in addition
and supplemental to any and all other rights and remedies provided by law or under this
Contract.
Section 10. Suspension of Services. The City may suspend Contractor's services if
the notice of material breach provided pursuant to Section 10(a)(2) so directs. The City
may also suspend Contractor's services in lieu of termination, under the conditions set
forth in Section 10(a)(3), by providing Contractor written notice of suspension. Contractor
will suspend activities immediately upon receipt thereof, and in such instance Contractor's
rights to provide services referenced herein will also automatically be suspended for the
period of such suspension.
Section 11. Indemnification. Contractor will indemnify and hold harmless the City.
including the City's officers, employees, and agents, from liabilities, damages. losses,. and
costs, including, but not limited to. reasonable attorneys' fees, to the extent caused by the
negligence, recklessness, or intentionally wrongful conduct of Contractor, or Contractor's
officers, employees, or agents, including subcontractors and other persons employed or
use by Contractor in the performance of this Contract. This indemnification agreement is
separate and apart from, and in no way limited by, any insurance provided pursuant to
this agreement or otherwise.
Section 12. Insurance. Contractor will provide and maintain at Contractor's own
expense. insurance of the kinds of coverage and in the amounts set forth in this Section.
All such insurance will be primary and non-contributory with the City's own insurance In
the event any request for the performance of services presents exposures to the City not
covered by the requirements set forth below, the City reserves the right to add insurance
requirements that will cover such an exposure.
(a) Coverage and Amounts.
(1) Workers Compensation Insurance as required by Florida Statutes..
Chapter 440, Workers' Compensation Insurance, for all employees of Contractor,
employed at the site of the service or in any way connected with the work. which is the
subject of this service. The insurance required by this provision will comply fully with the
Florida Workers'Compensation Law and include Employers' Liability Insurance with limits
of not less than $500,000 per occurrence. Any associated or subsidiary company
involved in the service must be named in the Workers' Compensation coverage. If
Contractor wishes to claim an exemption from worker's compensation insurance
requirements, Contractor will notify the Risk Manager in writing on Contractor's official
letterhead.
(2) Liability Insurance, including (i)Commercial general liability coverage
for operations, independent contractors, products-completed operations, broad form
property damage, and personal injury on an "occurrence" basis insuring Contractor and
any other interests, including but not limited to any associated or subsidiary companies
involved in the work: and (ii) Automobile Liability Insurance, which will insure claims
for damages because of bodily injury or death of any person or property damage arising
out of the ownership, maintenance or use of any motor vehicle used by the Contractor in
the performance of this Contract
THE COMMERCIAL GENERAL LIABILITY INSURANCE POLICY WILL NAME
THE CITY AS AN ADDITIONAL INSURED. Contractor's Commercial General Liability
insurance policy shall provide coverage to Contractor, and City when required to be
named as an additional insured either by endorsement or pursuant to a blanket additional
insured endorsement. for those sources of liability which would be covered by the latest
edition of the standard Commercial General Liability Coverage Form (ISO Form CG 00
01) without the attachment of any endorsements excluding or limiting coverage for
Products/Completed Operations, Independent Contractors, Property of City in
Contractor's Care, Custody or Control or Property of City on which contracted operations
are being performed, Explosion, Collapse or Underground hazards (XCU Coverage.
Contractual Liability or Separation of Insureds). When City is added as additional insured
by endorsement, ISO Endorsements CG 20 10 and CG 20 37 or their equivalent shall be
used to provide such Additional Insured status..
The limit of liability for each policy will be a combined single limit for bodily injury
and property damage of no less than $1.000,000 per occurrence. If insurance is provided
with a general aggregate. then the aggregate will be in an amount of no less than
$2,000,000. The Risk Manager may authorize lower liability limits for the automobile
policy only, at the Risk Manager's sole discretion.
Unless specifically waived hereafter in writing by the Risk Manager. Contractor
agrees that the insurer shall waive its rights of subrogation, if any, against the City on
each of the above listed insurance coverages.
(b) Proof of Insurance. Contractor will furnish proof of insurance acceptable to
the City prior to or at the time of execution of this Contract. Contractor will not commence
work until all proof of such insurance has been filed with and approved by the City.
Contractor will furnish evidence of all required insurance in the form of certificates of
insurance which will clearly outline all hazards covered as itemized above. the amounts
of insurance applicable to each hazard, the expiration dates. The certificates will also
contain the following language as to cancellation'
'In the event of cancellation of this policy by the insurer or any insured, this
Company will give not less than 30 days advance written notice to
Risk Manager
The City of Daytona Beach
P.O Box 2451
Daytona Beach, Florida 32115-2451'
If requested by the City. Contractor will furnish copies of the insurance contracts to
support the certificates of insurance and the copies of said insurance must be acceptable
to the City.
(c) Subcontractors' Insurance. Each of Contractor's subcontractors will be
required to provide insurance in substantially similar form to the insurance required of
Contractor above based on services provided.
(d) Cancellation; Replacement Required. Contractor will file replacement
certificates 30 days prior to expiration or termination of the required insurance occurring
prior to the acceptance of the work by the City. If a required policy is canceled without
Contractor's prior knowledge Contractor will immediately notify the City immediately upon
becoming aware that a required insurance coverage has been canceled for any reason,
and promptly replace the canceled policy. The City expressly reserves the right or replace
the canceled policy at Contractor's expense of Contractor fails to do so.
(e)Termination of Insurance. Contractor may not cancel the insurance required
by this Contract until the work is completed, accepted by the City and Contractor has
received written notification from the Risk Management Division of the City that Contractor
may cancel the insurance required by this Contract and the date upon which the insurance
may be canceled. The Risk Management Division of the City will provide such written
notification at the request of Contractor if the request is made no earlier than two weeks
before the work is to be completed.
(f) Liabilities Unaffected. Contractor's liabilities under this Contract will
survive and not be terminated, reduced or otherwise limited by any expiration or
termination of insurance coverages. Similarly, Contractor's liabilities under this Contract
will not be limited to the extent of by the existence of any exclusions or limitations in
insurance coverages, or by Contractor's failure to obtain insurance coverage.
Contractor will not be relieved from responsibility to provide required insurance by any
failure of the City to demand such coverage, or by City's approval of a policy submitted
by Contractor that does not meet the requirements of this Contract,
Section 12A. Bonds. Contractor will be required to provide payment and performance
bonds on a per project basis, which will each be equal to 100% of the value of any Work
Authorization issued exceeding $100,000,00 prior to commencing the referenced work.
The surety company executing the bonds must be authorized to do business in the State
of Florida and must be listed by the United States Treasury Department as being
approved for writing bonds for federal projects on its current list in an amount not less
than the required bond amount. The form of the bond must be approved by the City and
must be accompanied by sufficient evidence of the authority of the issuing agent. The
bonds must otherwise comply with the requirements of F.S. § 255.05.
In lieu of the required bonds, Contractor may provide an alternative form of security as
specified in F.S. § 255.05(7) upon the City's approval. Any bonds used to comply with
this Section must be in the form provided by the City; and Contractor must record the
executed bonds and provide the City certified copies of the recorded documents before
commencing work, Upon Contractor's (i) execution and recordation of payment and
performance bonds complying with the foregoing provisions; and (ii)furnishing to the City
a certified copy of the recorded bonds, proof of payment of Contractor's subcontractors
and suppliers will not be required as a condition of making a required payment to
Contractor and to the extent that the General Conditions provide otherwise the General
Conditions are superseded.
Section 13. Notice. Unless otherwise expressly agreed herein. all notices,
requests, and demands to or upon the Parties will be delivered by hand, delivered by a
courier service, provided to a nationally recognized delivery service for overnight delivery,
transmitted to a receiving fax machine followed by hard copy within two days. or by U S.
mail, postage prepaid by registered or certified mail, return receipt requested, to the
addresses set forth herein;
To the City. To Contractor
Eric Smith, Engineer II Insituform Technologies. LLC
Daytona Beach Utilities Attn: Diane Partridge.Contracting and Attesting Office(
125 Basin St Suite 100 17988 Edison Avenue
Daytona Beach; FL 32114 Chesterfield, MO 63005
Fax. 386-671-8502 Fax. (636) 530-8701
provided. however, that either Party may change the person or address designated for
receipt of the Party's notices, by providing written notice to the other Party
Section 14. Personnel. In order to induce the City into entering this Contract,
Contractor represents that Brandt Curvel, Project Manager; Al Yeomans, General
Superintendent: and Jason Burnell, Field Superintendent will generally perform or directly
supervise the tasks assigned to Contractor herein, and that Contractor will not replace
the named individuals without the City's prior written approval. Contractor represents that
Contractor has or will secure at Contractor's own expense, all personnel required in
performing the services under this Contract. Such personnel will not be employees of or
have any contractual relationship with the City.
All personnel engaged in the work will be fully qualified and will be authorized under state
and local law to perform such services
Section 15. City's Responsibilities. The City agrees to make available for review and
use by the Contractor, reports, studies, and data relating to the services required. The
City will establish a project manager to meet periodically with the Contractor to facilitate
coordination and ensure expeditious review of work product.
Section 16. Limitation on Waivers. Neither the City's review, approval, or acceptance
of, or payment for, any of the services provided by Contractor, will be construed to operate
as a waiver of the City's rights under this Contract. Contractor will be and always remain
liable to the City in accordance with applicable law for any and all damages to the City
caused by the Contractor's negligent or wrongful provision of any of the services furnished
under this Contract.
Failure of the City to exercise any right or option arising out of a breach of this Contract
will not be deemed a waiver of any right or option with respect to any subsequent or
different breach, or the continuance of any existing breach. Furthermore. the failure of
the City at any time to insist upon strict performance of any condition, promise, agreement
or understanding set forth herein will not be construed as a waiver or relinquishment of
the City's right to insist upon strict performance of the same condition, promise,
agreement or understanding at a future time
Section 17. Dispute Resolution.
If a dispute exists concerning this Contract. the Parties agree to use the following
procedure prior to pursuing any judicial remedies
(a) Negotiations.A Party will request in writing that a meeting be held between
representatives of each Party within 14 calendar days of the request or such later date
that the Parties may agree to. Each Party will attend and will include, at a minimum, a
senior level decision maker (an owner, officer, or employee of each organization)
empowered to negotiate on behalf of their organization. The purpose of this meeting is
to negotiate in the matters constituting the dispute in good faith. The Parties may mutually
agree in writing to waive this step and proceed directly to mediation as described below.
(b) Non-Binding Mediation. Mediation is a forum in which an impartial person,
the mediator, facilitates communication between parties to promote reconciliation,
settlement. or understanding among them. Within 30 days after the procedure described
in Subsection (a) proves unsuccessful or the Parties mutually waive the subsection (a)
procedure, the Parties will submit to a non-binding mediation. The mediation, at a
minimum, will provide for (i) conducting an on-site investigation, if appropriate, by the
mediator for fact gathering purposes, (ii)a meeting of all Parties for the exchange of points
of view and (iii) separate meetings between the mediator and each Party to the dispute
for the formulation of resolution alternatives. The Parties will select a mediator trained in
mediation skills and certified to mediate by the Florida Bar, to assist with resolution of the
dispute. The Parties will act in good faith in the selection of the mediator and give
consideration to qualified individuals nominated to act as mediator. Nothing in this
Contract prevents the Parties from relying on the skills of a person who also is trained in
the subject matter of the dispute or a contract interpretation expert Each Party will attend
and will include, at a minimum, a senior level decision maker (an owner, officer, or
employee of each organization) empowered to negotiate on behalf of their organization.
If the Parties fail to reach a resolution of the dispute through mediation. then the Parties
are released to pursue any judicial remedies available to them.
Section 18, General Terms and Conditions.
(a) Amendments. Except as otherwise provided herein, no change or
modification of this Contract will be valid unless the same is in writing and signed by both
Parties.
(b) Assignments and Subcontracting. No assignment or subcontracting will
be permitted without the City's written approval.
(c) Compliance with Laws and Regulations. in providing all services
pursuant to this Contract. Contractor will abide by all federal. state. and local statutes,
ordinances, rules, and regulations pertaining to, or regulating the provisions of, such
services including those now in effect and hereafter adopted: including, but not limited to,
Occupational Safety and Health Administration's (OSHA) Excavation Safety Standard, 29
C.F.R.s 1926.650 Sub Part P, and the Trench Safety Act, Florida Statutes Section 553.60
et seq.
For purposes herein, the aforementioned laws and regulations include the
current stormwater permit issued to the City pursuant to the National Pollutant Discharge
Elimination System (NPDES) program a copy of which will be made available upon
request.
Any violation of said statutes, ordinances, rules, or regulations will constitute
a material breach of this Contract and will entitle the City to terminate this Contract
immediately upon delivery of written notice of termination to the Contractor
(d) Truth in Negotiations Certificate. Contractor hereby certifies that the
wages and other factual unit costs supporting the compensation herein are accurate.
complete, and current at the time of this Contract
(e) No Third Party Beneficiaries. There are no third party beneficiaries of
Contractor's services under this Contract.
(f) Contingency Fee. Contractor warrants that it has not employed or retained
any company or person. other than a bona fide employee working solely for Contractor,
to solicit or secure this Contract and that it has not paid or agreed to pay any person.
company, corporation, individual or firm, other than a bona fide employee working solely
for Contractor, any fee, commission, percentage, gift. or any other consideration.
contingent upon or resulting from the award or making of this Contract.
(g) Nondiscrimination.Contractor will not discriminate against any employee or
applicant for employment because of race, color. sex, or national origin. Contractor will
take affirmative action to ensure that applicants are employed and the employees are
treated during employment without regard to their sex, race, creed, color, or national
origin Further, Contractor agrees to comply with all local, state, and federal laws and
ordinances regarding discrimination in employment against any individual on the basis of
race, color, religion, sex, national origin, physical or mental impairment, or age. In
particular, Contractor agrees to comply with the provisions of Title 7 of the Civil Rights
Act of 1964, as amended, and applicable executive orders including, but not limited to,
Executive Order No 11246.
(h) Principles in Construing Contract. This Contract will be governed by and
construed in accordance with the laws of the State of Florida. Captions and paragraph
headings used herein are for convenience only, are not a part of this Contract and will not
be deemed to limit or alter any provisions hereof or to be relevant in construing this
Contract. The use of any gender herein will be deemed to be or include the other genders,
and the use of the singular herein will be deemed to be or include the plural (and vice
versa), wherever appropriate. If any word, phrase, clause, sentence or provision of the
Contract, or the application of same to any person or set of circumstances is for any
reason held to be unconstitutional, invalid or unenforceable, that finding will only effect
such word. phrase, clause, sentence or provision, and such finding will not affect the
remaining portions of this Contract; this being the intent of the Parties in entering into the
Contract; and all provisions of the Contract are declared to be severable for this purpose.
(i) Venue. The exclusive venue for any litigation arising out of this Contract will
be Volusia County. Florida if in state court or the U.S. District Court, Middle District of
Florida if in federal court.
(j) Litigation Costs. Except where specifically provided herein in case of
litigation between the Parties concerning this Contract, each party will bear all of its
litigation costs. including attorney's fees.
(k) Force Majeure. A force majeure event is an act of God or of the public
enemy. riots, civil commotion, war, acts of government or government immobility (whether
federal, state, or local)fire: flood, epidemic. quarantine restriction, strike, freight embargo,
or unusually severe weather; provided, however, that no event or occurrence will be
deemed to be a force majeure event unless the failure to perform is beyond the control
and without any fault or negligence of the Party charged with performing or that Party's
officers, employees, or agents. Whenever this Contract imposes a deadline for
performing upon a Party the deadline will be extended by one day for each day that a
Force Majeure event prevents the Party from performing, provided, however, that the
Party charged with performing and claiming delay due to a Force Majeure event will
promptly notify the other Party of the Event and will use its best efforts to minimize any
resulting delay
(I) Jury Trial Waived. THE PARTIES HEREBY WAIVE THEIR RESPECTIVE
RIGHTS TO A JURY TRIAL OF ANY CLAIM OR CAUSE OF ACTION BASED UPON OR
ARISING OUT OF THIS CONTRACT, OR ANY DEALINGS BETWEEN THE PARTIES.
THE SCOPE OF THIS WAIVER IS INTENDED TO BE ALL ENCOMPASSING OF ANY
DISPUTES BETWEEN THE PARTIES THAT MAY BE FILED IN ANY COURT AND
THAT RELATE TO THE SUBJECT MATTER, INCLUDING WITHOUT LIMITATION,
CONTRACT CLAIMS, TORT CLAIMS, BREACH OF DUTY CLAIMS AND ALL OTHER
COMMON LAW AND STATUTORY CLAIMS.
(m) Authority to Bind Contractor. The undersigned representative of
Contractor represents and warrants the he or she is fully authorized to bind Contractor to
the terms and conditions of this Contract.
(n) Incorporation of RFP and Proposal. The City's Request for Proposals
0118-2600. and the Contractor's responsive proposal are incorporated herein by
reference as Composite Exhibit C and will remain on file in the Office of the Purchasing
Agent. In case of conflicts between the RFP and Proposal, the RFP will govern. In case
of conflicts between Composite Exhibit C and other provisions of this Contract, including
Exhibits A and B. this Contract will govern.
(o) Integration. This Contract represents the entire agreement of the parties
with respect to the subject matter hereof. No representations, warranties. inducements
or oral agreements have been made by either Party except as expressly set forth herein
or in other contemporaneous written agreements_
IN WITNESS WHEREOF. the Parties through their undersigned representatives have
caused this Contract to be executed in duplicate original
THE CITY CONTRACTOR
1 1
By l) < /6 N,!,G BY:
Derrick L. Henry. ayor
Printed Name: Diane Partridge
Title: Contracting and Attesting Officer
Date: X -- 1 F- 1 Date: January 3.2019
Attest' a y_ ` /
Letitia LaMagna, City Clerk
Approved as to legal form:
By: '
Ro•ert Jagge •ty attorney
INSIT0FORM TECHNOLOGIES,I.LC
PRESIDENT APPOINTMENT OF
CONTRACT0NGAND ATTESTLNG OFFICERS
Die undersigned, being the President of Insitufonn Technologies, L LC,a Delaware Limited
Liability Company(the"Company"),and pursuant to the authority set forth in the Limited Liability
Conipaiiy Operating Agreement of the Company,hereby determines that:
Christlanda Adkins,Laura M. Andreski,Janet hiass, Jana Lause, Diane Partridge.
Whittney Schulte,and Ursula Youngblood are appointed as Contracting and Attesting
Officers of the Company.each with the authority, individually and in the absence of the
others,subject to the control of the Board of Managers of the Company, to: (i)ucd(fy
and attest to the signature of any officer of the Company:(ii)enter into and hind the
Company to perform pipeline rehabilitation activities of the Company and all matters
related thereto, including the maintenance of one or more offices and facilities of the
Cumpuny:(iii)punuoteomdtoJe|iverJucumcotsouhchu|fo[dkcCompany; uod(ir)
take such other action as is or may be.necessary and appropriate to carry out the project,
activities and work of the Company.
2. Any person previously appointed or serving as a Contracting and Attesting Officer of the
Company prior to the date hereof and who is not named above is hereby removed from
any such appointment,
Dated: December |,I018
Charles R.Gordon
President
EXHIBIT A
SCOPE OF WORK
I. General
The CITY requires professional Cured In Place Pipe (CIPP) rehabilitation services
for sanitary sewer gravity mains and oval and round stormwater mains (8"—72"diameter)
on a continuing annual contract basis. Quantities listed are estimated for proposal
purposes based on work projections and are subject to change. The term of the
agreement will be for a period of one (1) year with an option to extend the agreement for
four (4) additional one-year terms upon mutual agreement for the same prices and at the
same terms and conditions The contract shall not exceed five (5) years
II. Summary of Work
The CONTRACTOR shall provide all work required for a completed project
including but not necessarily limited to labor, supervision, traffic control, materials,
equipment, installation, onsite material test samples showing compliance with
manufacturer's recommended material, handling and incidentals required for the
rehabilitation of various sized sanitary sewer gravity mains and oval and round
stormwater mains with resin impregnated cured-in-place pipe (CIPP) in accordance with
American Society for Testing and Materials (ASTM) Designation
F1216-16 and all applicable CITY, manufacturer and industry preferred standards. The
CONTRACTOR shall provide professional advice to CITY on the most cost-effective and
efficient approach to resolve all challenges encountered during the performance of the
work. Work assigned under this contract may include, but is not limited to, the following
types of projects:
• Stormwater main and sanitary sewer main cleaning
• Stormwater main and sanitary sewer main pre- and post- work video
inspections
• Easement access
• Maintenance of Traffic (MOT)
• Isolation and by-pass pumping
• Cured-In Place Pipe reconstruction
• Chemical and physical product testing
• Hydraulic capacity testing
• Reinstatement of services and pressure grouting
• Erosion and sediment control
• Site restoration
III. Product Performance
A. Lining
Standard lining products meeting product specifications outline in ASTM
Designation: F1216-16 (Attachment A) are intended to have a 50-year design life and in
order to minimize CITY's risk. Only proven products with substantial successful long-
term track records will be approved All thicknesses expressed on the Bid Item Schedule
are the finished thicknesses of the liner after curing.
B. EquipmentNehicles
All CONTRACTOR/sub-contractor equipment shall be sufficient in size and
number for work to be performed in a timely manner under this contract. All
CONTRACTOR/sub-contractor equipment shall be maintained in good operating
condition. The CITY reserves the right to reject any equipment deemed unsafe or
insufficient in size and/or number to perform work under this contract. It shall be the sole
responsibility of the CONTRACTOR/sub-contractor to replace rejected equipment in a
timely manner and at no cost to the CITY. All equipment shall be equipped at a minimum
with manufacturer's recommended sound muffling devices that will reduce noise levels to
the State or Federal acceptable limit for residential neighborhoods.
IV. Materials
A. All materials specified by name, brand or manufacturer shall be delivered
to the job site in original containers. CONTRACTOR shall obtain printed instruction and
special bulletins for the manufacturer-recommended safety precautions.
CONTRACTOR/sub-contractor personnel will have copies of the manufacturer-
recommended safety precautions available at the work site to ensure all work is
performed in a safe manner
B. The CONTRACTOR shall use potable water from the CITY for the project.
The CONTRACTOR must obtain a construction hydrant water meter and all appropriate
fees paid prior to the start of work. The CONTRACTOR will be responsible for paying for
all potable water used at standard CITY rates.
VII. Contractor Responsibilities
A. Backflow Prevention: The CONTRACTOR will properly install an
approved backflow prevention device in-line to the fresh water fill line of all jetting and/or
vacuum equipment
B. Staffing: The CONTRACTOR shall employ adequate staff to perform the
services required, including but not limited to Project Representative, Project Manager,
Field Supervisor and Senior Foreman. CONTRACTOR shall provide staff who are
proficient and experienced in all phases of services required.
C. Site Assessment: The CONTRACTOR shall visit each site to assess site
conditions including confirmation of the actual footage, material type and diameters and
incorporate those findings in their initial cost and work proposal.
D. Vehicle Identification: The CONTRACTOR shall ensure that employee's
vehicles display company logo on the side doors and company phone numbers. The
CONTRACTOR will not permit personal vehicles to be parked at the job site.
E. License and Confined Space. The CONTRACTOR shall be a licensed
CONTRACTOR for the provision of these services in the State of Florida with full service
offices in the State of Florida for the provision these services
F. Cleaning of Stormwater Main and Sewer Lines The CONTRACTOR
shall remove and properly dispose of all debris from the inside of manholes. stormwater
mains and/or sewer lines and provide a sufficiently dry interior environment that will not
interfere with the installation's expected working life of a durable CIPP liner per the
manufacturer's requirements.
G. Bypassing Stormwater and Sewage: The CONTRACTOR shall provide
for the flow of stormwater and sewage around the sections of pipe designated for
reconstruction. The CONTRACTOR shall make the bypass by plugging the line at an
existing upstream manhole and pumping the flow into a downstream manhole by way of
restrained watertight pipe. The CONTRACTOR will provide pump(s) and bypass lines of
adequate capacity and size to handle the average daily flow. The CONTRACTOR'S
backup bypass pump(s)will be adequately sized and with full operational capabilities and
will be on site at all times of by-pass pumping The CONTRACTOR shall be responsible
for all traffic control during operations and bypass pumping.
H. TV & Inspection of Pipelines The CONTRACTOR will inspect pipelines
using experienced personnel trained in locating breaks. obstacles and service
connections by closed circuit television. The CONTRACTOR will carefully inspect the
interior of the pipeline to determine the location of any conditions which may prevent
proper installation of CIPP into the pipeline; the CONTRACTOR will notify the City so that
these conditions can be corrected. The CONTRACTOR shall review all questionable host
pipe areas with the CITY and provide advice on remedies to correct them. The
CONTRACTOR will maintain a video and suitable log for later reference by the CITY
The CONTRACTOR will perform the post-construction inspection and will provide a video
DVD and log to the CITY. The CONTRACTOR will ensure that all video inspection are
witnessed by a CITY representative as it is being performed. The CONTRACTOR will
include the cost of video inspection in the contract line items.
I. Manhole/Liner Interface: The CONTRACTOR shall make a watertight
seal at the interface where the liner/host pipe meets the manhole or other attachment
point. The CONTRACTOR'S removal of CIPP liner from areas where line placement was
elected in lieu of resetting equipment shall be incidental to the placement of the CiPP.
J. Service Reconnection: Service reconnection refers to the reinstatement
of the house service connection at the sewer main after the installation of trenchless pipe
reconnection system The CONTRACTOR will accomplish this from within the sewer
main via a remote controlled cutting device.
K. Service with Pressure Grouting: The CONTRACTOR will pressure grout
the service wye after mainline has been rehabilitated and service line re-instated. The
CONTRACTOR will use a non-shrinking chemical grout (Avanti 118/101 or Cues
Quickseal 105 are acceptable). The CONTRACTOR shall provide trenchless
reconstruction of service laterals and main line sewers. The CONTRACTOR shall
perform services including but not limited to televised inspection, data collection, system
flow analysis and pipeline reconstruction in accordance with ASTM Designation F2454-
05, attached as Attachment B.
L. Safety and Worksite Control: The CONTRACTOR will provide services
that include safety measures for both their workers and the public The CONTRACTOR
is completely responsible for the control of the environment of the work site during on-site
operations including implementation, operation, maintenance and tear down of traffic
control systems. The CONTRACTOR will take all precautions to protect the workers,
public the CITY staff from the exposure to harmful or hazardous situations and
substances within the stormwater and sewer systems.
M. Waste Materials: The CONTRACTOR will dispose all waste materials and
shall transport waste materials to the nearest CITY Wastewater Treatment Plant for
processing. The CONTRACTOR will obtain CITY approval of all waste material disposal
schedules The CONTRACTOR shall clean up all waste material spills and clean-up
required due to the loading, hauling and unloading of the CONTRACTOR's equipment.
The CONTRACTOR shall conform to any and all requirements regarding
hauling and disposal of waste from each work site in accordance with OSHA regulations
and those that may be mandated by federal, state or local governments. The
CONTRACTOR shall ensure that all waste material transporters possess all required
federal, state and local regulations, including but without limitation, 40 CFR Part 263,
"Standards Applicable to Transporters of Hazardous Waste' and Chapter 17-730, Part 3,
Florida Administrative Code, as may be amended from time to time
N. Curing Water' The CONTRACTOR will pay for all costs associated with
disposal of curing water in accordance with CITY, State and Federal regulations
O. TV Inspection Report: The CONTRACTOR will prepare and submit a
report of each TV inspection and analysis to the CITY for review. The CITY shall consult
with the CONTRACTOR and finalize the scope of work.
P. Schedule Coordination: The CONTRACTOR shall inform the CITY of its
planned work schedules two weeks in advance of performing the work and provide the
CITY reasonable opportunity to observe and inspect the work. The CONTRACTOR will
advise the CITY of all schedule changes and notified when a work site is to be left for a
24-hour period when work is not complete.
Q. Rights of Various Interests: Wherever work being done by the City's
forces or by other contractors is contiguous to Work covered by this Contract, the
respective rights of the various interests involved shall be established by the City to
secure the completion of the various portions of the work in general harmony.
R. Separate Contracts: The City reserves the right to let other contracts in
connection with this work. Contractor shall afford other contractors reasonable
opportunity for the introduction and storage of their materials and the execution of their
work, and shall properly connect and coordinate Contractors work with theirs.
S. Patent Fees and Royalties: CONTRACTOR will be responsible at all
times for compliance with applicable patents and copyrights encompassing, in whole or
in part; any design. device, material. or process utilized. directly or indirectly, in the
performance of the work or the formulation or presentation of its bid CONTRACTOR will
pay all royalties and license fees and will provide, prior to commencement of a Project
hereunder and at all times during the performance of same, for lawful use of any design,
device, material or process covered by letters, patent or copyright by suitable legal
agreement with the patentee, copyright holder, or their duly authorized representative
whether or not the OWNER specifies a particular design, device, material, or process.
CONTRACTOR will defend all suits or claims for infringement of any patent or copyright
and will save the OWNER harmless from any loss or liability. direct or indirect, arising
with respect to CONTRACTOR's process in the formulation of its Bid or the performance
of the Work or otherwise arising in connection therewith. The OWNER will have the right
to stop the Work or terminate this Contract at any time if CONTRACTOR fails to disclose
to the OWNER that CONTRACTOR's work methodology includes the use of any infringing
design, device. material, or process.
VIII. Contractor/Sub-contractor Employee Conduct and Appearance
A. Conduct:
1 CONTRACTOR and sub-contractors shall follow all applicable industry
standards, federal, state, and local laws/ordinances as related to described work
2. CONTRACTOR'S on-site employees shall all have current confined
space entry certification.
3 The CONTRACTOR will remove any employee or sub-contractor
employee reporting to a work site under the influence and/or smelling of alcohol from the work
site. CONTRACTOR will immediately replace the employee in a timely manner and at no
cost to the CITY.
4 The CONTRACTOR will provide trained supervision at the work site to
ensure work is performed in a safe manner
5 The CONTRACTOR shall correct any damage resulting from the
negligence of CONTRACTOR or sub-contractor employee(s) to CITY property or equipment
in a timely manner, to the CITY's satisfaction and at the CONTRACTOR's sole expense.
B. Appearance:
1. CONTRACTOR and sub-contractor employees assigned to work under
this contract will maintain a neat, clean, and professional appearance
2 CONTRACTOR and sub-contractor employees shall wear uniforms
consisting of. at minimum, wear a work shirt identifying their company name
3. Licenses/Permits: The CONTRACTOR wilt obtain all necessary municipal
and other governmental licenses/permits and approvals or consent from utilities or carriers
such as communications companies, electric utilities, gas utilities and/or other
persons/organizations upon whose property or authority performance of work under the
contract might impinge.
IX. Scope of Work General Stormwater and Sanitary Sewer Main Lining
The CONTRACTOR will be compensated for oval stormwater mains at the unit cost
for the round pipe diameter that meets or exceeds the oval pipe's square feet of flow-way
area opening. Individual item quantities may be adjusted at the sole discretion of the City if
necessary to compensate for unique project and site conditions.
A. Stormwater Main and Sanitary Sewer Cleaning
Scope: Work performed under this section includes removal and disposal of all
dirt, roots, grease, solids, or semi-solids from stormwater mains, sanitary sewer mains and
manholes as indicated on the drawings and as specified herein to the extent that video
inspection. flow isolation, and manhole inspection can be performed.
1. Quality Assurance. The CONTRACTOR shall conduct cleaning
operations using experienced personnel who have previously been engaged in cleaning
operations of similar size and complexity to the work described herein
2 Submittals.
a. The CONTRACTOR shall submit a Cleaning Log in a format
acceptable to the CITY for the purposes of recording pertinent information relative to the
stormwater main and sanitary sewer structures being cleaned. The CONTRACTOR will
provide the Cleaning Log no later than 14 calendar days after the conclusion of the cleaning.
b. The CONTRACTOR will submit Material Safety Data Sheets
(MSDS) for all chemical cleaning agents proposed for use under this contract no later than
14 days after the effective date of the Contract.
B. Products: The CONTRACTOR shall utilizes cleaning equipment capable of
removing all accumulated dirt, sand, grease. rocks and other deleterious materials and
obstructions from the sanitary sewer mains and the oval and round stormwater mains The
CONTRACTOR will ensure that all equipment used for cleaning operations is designed and
intended to do the type of work which is specified. The CONTRACTOR will utilize equipment
which is self-contained to handle all operations, when possible. The CONTRACTOR will use
equipment manufacturer that is actively engaged in the research, development and
manufacturing of said equipment. The CONTRACTOR may be directed to remove equipment
deemed sub-standard by the City and may be directed to replace the equipment with
equipment meeting these specifications, at no additional cost to the CITY
1. High Velocity Cleaning Equipment: The CONTRACTOR will supply all
high velocity hydraulic sewer cleaning equipment mounted on trucks. The CONTRACTOR
supplied equipment shall have a minimum of 500 feet of 3/4 inch I.D. high pressure hose with
a selection of two or more high velocity nozzles. The nozzles shall have a capacity of 30
GPM at a minimum working pressure of 1000 psi. The nozzles shall be capable of producing
a scouring action from 15= to 45`' in the direction of cleaning and perpendicular to the sewer
axis in all size lines designated to be cleaned. The CONTRACTOR will supply a high velocity
gun for washing and scouring manhole walls and floor The gun capacity shall equal 3.5 to
27 GPM at between 200 and 800 psi. The gun shall be capable of producing flows from a
fine spray to a long distance solid stream. The equipment shall carry its own 1200 gallon
(minimum) water tank capable of holding corrosive or caustic cleaning, sanitizing or
degreasing chemicals if required by the CITY, auxiliary engines and pumps, and hydraulically
driving hose reel. All controls shall be located so that the equipment can be operated
aboveground
2. Hydraulically Propelled Cleaning Equipment: The CONTRACTOR will
supply hydraulically propelled cleaning equipment of the movable dam type and be
constructed in such a way that a portion of the dam may be collapsed at any time during the
cleaning operation to protect against flooding of the storm or sewer systems. Storm/Sewer
cleaning balls or other such equipment which cannot be collapsed instantly to provide an
immediate unobstructed flow-way during emergency conditions will not be considered as
acceptable cleaning equipment. The movable dam shall be of equal diameter as the pipe
being cleaned and shall provide a flexible scraper around the outer periphery to ensure total
removal of the grease or obstruction.
3 Mechanical Cleaning Equipment: The CONTRACTOR will provide
bucket machines in pairs with each machine powered by a minimum of a 16 horsepower
engine to ensure sufficient pulling power. Each machine shall be equipped with a two speed
transmission and shall be able to pull at rates of 175 feet per minute in high speed. The belt
clutch gear reduction shall be a combination of approximately 83 to 1 reduction in low speed
and 55 to 1 in high speed. The power rodding machine shall be of a "continuous rod" type
capable of holding a minimum of 750 feet of rod The machine and rod shall be specially
treated steel, designed for the purpose intended. The machine shall have a positive rod drive
and produce a 2,000 pound rod pull. To ensure safe operation, the machine shall have a fully
enclosed body and an automatic safety throw-out clutch or relief valve. The final pass shall
be with a brush large enough to ensure that the line has been cleaned sufficiently. This brush
shall be mechanically driven,with the power mechanism properly sized_ The CONTRACTOR
will arrange all electrical drops required by the CONTRACTOR
4 Capture and Removal of Debris: The CONTRACTOR shall furnish
equipment. either specialized or standard in the industry, for the purpose of preventing debris
from being washed past the manhole downstream of the line segment being cleaned, and for
removing the debris from the manhole before any damage is caused to the system
performance and or system equipment such as pump/lift stations, check valves, flow-ways.
etc. The CONTRACTOR will bear the cost of all system down-time and repairs to restore
operational status resulting from construction debris damage that in the CITY's opinion was
reasonably preventable.
5. Water Metering Requirements: The CONTRACTOR will access CITY
water via fire hydrants equipped with hydrant meters for cleaning, inversion and other work
items requiring water All costs incurred in obtaining and delivering the potable water shall be
borne by the CONTRACTOR. The CONTRACTOR will use only potable water for this work.
C. Execution:
1 General These specifications provide a basis by which a stormwater
main or sanitary sewer line can be cleaned of all debris so that further work can be carried
out. The CONTRACTOR will clean the designated stormwater main and/or sanitary sewer
lines using high velocity hydraulically propelled or mechanically powered sewer cleaning
equipment as specified. The CONTRACTOR'S selection of the equipment used shall be
based on the condition of the lines at the time the work commences. The CONTRACTOR
will select equipment and methods that are satisfactory to the CITY. The CONTRACTOR will
accomplish the cleaning of stormwater main or sewer lines by trapping and collecting all sand
debris, grease and other materials at the next manhole downstream of the line being cleaned.
and removal and proper disposal of said materials. The CONTRACTOR'S cleaning
operations may also provide a means by which the stormwater main or sewer line can be
threaded. i.e.. a cable inserted in the line so that the television camera may be pulled through.
The CONTRACTOR will not clean upstream sections of pipe once that section of pipe has
been televised and accepted as complete.
2. Site Visit' The CONTRACTOR will conduct a physical reconnaissance
of the area to be cleaned in order to verify the location of known and/or accepted manholes
3 The CONTRACTOR shall utilize a magnetic locator to attempt to identify
the location of buried manhole covers and notify the CITY representative so that CITY
personnel can excavate and bring the manhole up to grade prior to cleaning Under no
circumstances shall the CONTRACTOR excavate buried manholes without prior written
authorization from the CITY.
D. Hydraulic Cleaning Methodology:
1. High Velocity Cleaning Methodology High velocity hydro-cleaning snail
consist of cleaning and flushing of the stormwater main or sewer line by means of water
pumped into the line at a high velocity. The CONTRACTOR shall accomplish cleaning using
approved equipment to deliver water to a self-propelled nozzle to do the necessary cleaning
and flushing. The CONTRACTOR will make as many passes as necessary to sufficiently
clean the stormwater main or sewer line. The CONTRACTOR will take all precautions to
protect the stormwater main or sewer line from damage that might be inflicted by the improper
use of cleaning equipment.
2. Hydraulically Propelled Methodology. The CONTRACTOR will take
precautions to ensure that the water does not cause damage of flooding to the public or
private property being served by the manhole section involved whenever hydraulically
propelled cleaning tools, which depend on water pressure to provide their cleaning force, or
any tools which retard the flow of water in the stormwater main or sewer line are used.
3 Capture and Removal of Debris. The CONTRACTOR will construct a
suitable weir or dam in the downstream manhole in such a manner that both the solids and
water shall be trapped when hydraulic cleaning equipment is used, shall be constructed. The
CONTRACTOR will pump this trapped solution using a method approved by the CITY, from
the manhole into a retention chamber aboveground. The retention chamber shall contain not
less than two baffles to ensure complete settlement of the solids before returning the liquid to
the stormwater main or sewer line
E. Mechanical Cleaning Methodology:
1. Rodding• The CONTRACTOR will perform cleaning by rodding with a
power-driven continuous steel rod of sufficient length and gauge with the proper cleaning
heads or augers. so as to loosen all solids or other materials. It shall also provide a means
to thread a cable for the power winch.
2 Bucket Machine' The CONTRACTOR will remove all solids, materials
and other debris by means of a clam-shell type bucket and/or other appliances dragged
through the stormwater main or sewer line with power winches of suitable size and
horsepower.
3 Supplemental Cleaning- The CONTRACTOR will perform a minimum of
one pass using hydraulic cleaning methods after all material has been removed by
mechanical cleaning, to ensure complete removal of material from the walls of the pipe. The
CONTRACTOR will repair any damage to pipes.
4. Capture and Removal of Debris. The CONTRACTOR will capture debris
in the downstream manhole in a manner approved in writing by the CITY, or as described
above when mechanical cleaning equipment is used.
F. Special Cleaning Requirements for Cast Iron Pipe: The CONTRACTOR will
clean pipes of tuberculation. including rust build-up and mineral deposits after cleaning pipe
of normal sewage deposits such as sand and grease by methods above. The CONTRACTOR
may choose any equipment necessary to remove the tuberculation for pipe diameters greater
than 24-inch, such as a "pig" or rodder; however, no equipment shall be used which may
damage the pipe, manholes, street or downstream pump stations. The CONTRACTOR will
remove all tuberculations for pipe diameters less than or equal to 24-inch, using a high
pressure water blaster capable of delivering a minimum of 40 gallons per minute at a pressure
of 10,000 psi. Where practical, the line shall be proofed by pulling a slip lining pulling head
for the size of the pipe involved through the pipe to insure that no restrictions remain. The
CONTRACTOR may choose a similar proofing device if deemed acceptable. in writing, by
CITY.
G. Sanitary Sewer Manhole Modifications: The CONTRACTOR will make any
modifications to manholes to facilitate cleaning which will be subject to prior written approval
by the CITY CONTRACTOR shall salvage and reuse all manhole covers and rings that are
removed during sewer line and manhole rehabilitation.
H. Material Removal and Cleanup:
1. Material Removal: The CONTRACTOR will remove all sludge,dirt, sand,
rocks, grease and other solid or semi-solid material resulting from the cleaning operation at
the downstream manhole of the section being cleaned. Passing material from manhole
section to manhole section will not be permitted. Under no circumstances will the
CONTRACTOR be allowed to accumulate debris, sand, etc., on the site of work beyond the
time limit approved by the CITY, except in totally enclosed containers, and only with the prior
written approval of the CITY, The CONTRACTOR will remove all solids or semi-solids
resulting from the cleaning operations from the site and disposed of at a location approved by
the CITY.
2. Root Removal: The CONTRACTOR will remove all roots. The
CONTRACTOR will give special attention during the cleaning operation to assure complete
removal of roots from joints in lines and manholes. The CONTRACTOR may use chemical
root treatment at the option of the CONTRACTOR.
When the CONTRACTOR uses chemicals to aid in removal of roots, the
chemical shall be EPA registered and labeled for use in sewer lines and manholes and in
compliance with all applicable CITY, State and Federal regulations. All material and
mixing/application procedures for chemical root treatment shall be consistent with the latest
standards, requirements and recommendations of the manufacturer of the chemical root
treatment material used The CONTRACTOR shall protect waterways. ponds and other water
bodies from chemical contamination.
I. Degree of Cleaning: The CONTRACTOR will remove all dirt, debris, roots and
other solid and liquid materials from the sections of stormwater system or sewer system being
cleaned to the extent that closed circuit television inspection can be performed. The
CONTRACTOR will only perform light cleaning on all stormwater main and sanitary sewer
main A CITY representative shall define the extent of the cleaning to be performed on
existing pipes included within a given work order. The level of cleaning is defined as follows
1. Light Cleaning: The removal of 1/4 pipe diameter depth or less of sand
and/or debris from a section of pipe The removal of roots and/or tuberculation will be paid
under a separate line item.
2. Medium Cleaning: The removal of greater than 1/4 and up to and including
1/2 pipe diameter depth of sand and/or debris from a section of pipe. The removal of roots
and/or tuberculation will be paid under a separate line item.
3. Heavy Cleaning The removal of greater than '/2 pipe diameter depth of
sand and/or debris from a section of pipe. The removal of roots and/or tuberculation will be
paid under a separate line item
J. Dewatering: When by CITY and CONTRACTOR prior inspection and
agreement it is determined that the pipe cannot be cleaned due to infiltration of groundwater,
and the CONTRACTOR is required to temporarily halt the infiltration of groundwater by de-
watering system means, the cost shall be included in the unit prices for cleaning as an
incidental cost..
K. Manhole Clean-up: Clean-up operations shall consist of cleaning all debris out
of the manhole and off the ground around the manhole. The CONTRACTOR will remove all
debris from the stormwater system and sanitary sewer system and shall disposed of such
debris properly off site in areas provided by the CONTRACTOR at the CONTRACTOR'S
expense. The CONTRACTOR will provide transportation of debris or other material by the
CONTRACTOR in vehicles or equipment which contain the debris or other material in such a
manner to minimize objectionable odor and avoid the possibility of dripping, spilling,.
scattering, leaking or blowing. , The CONTRACTOR will clean up any debris or other material
to the satisfaction of the CITY or other authorities having jurisdiction should spillage of debris
resulting from overloading of trucks or for any other reason. The CONTRACTOR will ensure
that all vehicles transporting debris or other material do not exceed the maximum allowable
load limits of any road being used.
L. Restoration: The CONTRACTOR will repair all damage to public and/or private
property which occurs as a direct result of the cleaning operations. The cost of restoring any
damaged area to conditions prior to cleaning shall be borne by the CONTRACTOR.
M. Additional Cleaning: The CONTRACTOR will re-clean the line at no additional
expense to the CITY should subsequent video inspection of cleaned stormwater main or
sewers reveal that additional cleaning is required. The CONTRACTOR will provide any
additional video inspection or re-setup of video equipment required due to re-cleaning at no
additional expense to the CITY_
N. Pre-and Post-Work Inspections
The CONTRACTOR will video tape the stormwater main or sewer lines under the direct
supervision of a CITY representative, prior to commencement of any proposed CIPP work
and prior to acceptance of any completed CIPP work,. A CITY representative must be on site
during the entire inspection procedure period. in the event the CONTRACTOR performs
video inspection without a CITY representative present. the video will not be accepted by the
CITY and must be re-done in the presence of a CITY representative The CONTRACTOR
will provide one (1) copy of the DVD video and associated video logs to the CITY prior to
scheduling the post-cleaning and final inspections. CONTRACTOR shall meet with CITY staff
to determine the acceptable method of repair if defects or problems are observed on the
video. The CONTRACTOR will make all necessary repairs or correct the noted deficiencies
at no cost to the CITY.
The CONTRACTOR will provide mandatory television inspection on all
stormwater main and sewer mains that CIPP work has been performed under this contract.
Only pan and tilt type cameras will be allowed. The CONTRACTOR will provide two(2)copies
each of the written report and DVD video record of the inspection with audible description of
run, direction, location and description of any defect or abnormality to the CITY at the time of
the inspection. The video will be in color with good clarity. No black and white or poor quality
videos will be accepted. The CONTRACTOR will schedule television inspection a minimum
of seventy-two (72) hours in advance and a CITY representative is required to be on-site
during entire length of each television inspection; otherwise the television inspection will be
deemed invalid. The CONTRACTOR will clean all lines prior to videoing in accordance with
Technical Specifications.
O. Maintenance of Traffic (MOT)
CONTRACTOR shall furnish all traffic control in accordance with the Florida
Department of Transportation (FDOT) specifications as outlined in the "Design Standards for
Design, Construction, Maintenance and Utility Operations on the State Highway System"
(latest edition) and the United States Department of Transportation/Federal Highway
Administration (USDOT/FHWA) "Manual on Uniform Traffic Control Devices" (latest edition)
for all aspects of assigned work.
CONTRACTOR shall perform all construction activity so that access to businesses can
be maintained at all times and access to occupied homes can be maintained during non-
working hours. The CONTRACTOR will provide written notice prior to access blockage to the
blocked business/resident a minimum of forty-eight (48) hours in advance, either mailed or
hand-delivered with a copy of each furnished to the CITY.
The CONTRACTOR shall maintain at least one lane of vehicular traffic at all times.
The CONTRACTOR shall also provide safety barricades, business entrance signage and flag
persons as required to properly maintain traffic flow. The CONTRACTOR shall prepare and
submit a traffic maintenance plan for approval by the CITY prior to the start of work if directed
by the CITY. The CONTRACTOR will include the cost of all work, materials and costs
required for completed traffic control in the unit cost of the traffic control pay items in the
pricing sheet
P. Locates CONTRACTOR is responsible for all utility locates.
Q. Isolation and Bypass Operations
1. CONTRACTOR shall provide all isolation and bypass operations The
CONTRACTOR's objective of flow bypass and/or diversion pumping is to maintain an efficient
and uninterrupted level of service to wastewater collection system and stormwater main users
while maintenance or construction operations (including rehabilitation, repair or replacement)
are being performed on the segment(s) being bypassed and/or from which flow is being
diverted by:
a. Ensuring that bypass and diversion pumps are adequately fueled,
lubricated and maintained.
b. Ensuring backup spare parts are expeditiously applied to the flow
bypass and/or diversion pumping system in the event of component breakdown.
e. Ensure an emergency backup plan is smoothly implemented in
the event of system failure.
d. Preventing backup, spillage, flooding or overflow onto streets,
yards and unpaved areas or into building, adjacent ditches, stormwater mains and waterways
while flow bypass or diversion pumping takes place, and
e. Ensuring that installation, startup and subsequent disassembly of
the flow bypass and diversion pumping system is smoothly transitioned.
2 The CONTRACTOR will provide flow bypass and diversion pumping in
such a manner so as not to damage private or public property, or create a nuisance or public
menace. The CONTRACTOR will enclose the pumped sewage in a hose or pipe that is
adequately protected from traffic and shall be redirected into the wastewater collection
system. The CONTRACTOR will return flow to the sewer and will remove all temporary
equipment after the work is completed. The CONTRACTOR will enclose the pumped storm
water in an enclosed hose or pipe that is adequately protected from traffic and shall be
redirected into the stormwater system. The CONTRACTOR shall return flow to the
stormwater mains and all temporary equipment removed after the work is completed.
3 The CONTRACTOR will provide an experienced bypass/diversion pump
maintenance operator/mechanic and/or deputy on site continuously to monitor the operation
of the entire bypass/diversion system when pumps are operating. The operator/mechanic
shall comprehensively. methodically and continuously
a. Adjust pump speed as appropriate so as not to adversely impact
upstream or downstream flow condition levels
b. Check that the effectiveness and security of bulkheads. dams,
diaphragms, plugs, valves, weirs and all other flow control devices are working effectively and
according to plan.
c. Check the integrity of hoses and couplings along the entire
bypass/diversion system.
d. Monitor lubrication levels and top off as necessary
e. Facilitate minor repairs as required
f. Report to CITY on problems arising
4. The CONTRACTOR shall plan and execute sewer flow control. bypass
and diversion pumping operations. The CONTRACTOR shall be entirely liable for damages
to private or public property that may result from his/her operations and for all cleanup,
disinfection, damages. and resultant fines in the event of spillage. flooding or overflow
5. The CONTRACTOR shall immediately stop the overflow and take action
to clean up and disinfect the spillage in the event of accidental overflow or spillage. The
CONTRACTOR shall notify the CITY immediately and in any event not less than twenty-four
(24) hours following the occurrence.
The CONTRACTOR is deemed to be entirely responsible should fines be
subsequently imposed as a direct result of the overflow or spillage and the CONTRACTOR
shall pay such fines as are imposed by the authorities. The CITY shall pay no fine(s) where
it is shown the CONTRACTOR was entirely responsible for any overflow or spillage.
6 The CONTRACTOR shall complete work as efficiently as possible
without interruption once by-pass pumping is underway at any given site.
7. The CONTRACTOR will ensure the level of noise emitted from pumps is
within local regulations/ordinance parameters.
R. Work Integration
1 Hours of Operation: The CONTRACTOR will conduct all work during
CITY acceptable work hours (typically 7:30 a.m. to 6:00 p.m.), Monday through Friday with
the exception of CITY-observed events or holidays, unless circumstances prevent such
scheduling. Such circumstances may include, but are not limited to. structures with high peak
flows, significant negative impact on business or schools or excessive pedestrian and
vehicular traffic flow if structure is located in vehicular or pedestrian thoroughfare. In such
circumstances, "off hours"work will be required. This work may include late night and/or early
morning hours and weekends. Such scheduling shall be agreed upon by both the
CONTRACTOR and the CITY prior to the start of work. CONTRACTOR overtime and other
CONTRACTOR-related costs shall be borne by the CONTRACTOR.
2. Work Coordination: The CONTRACTOR shall coordinate all work
between a single point of contact for the CONTRACTOR and the CITY designated project
manager. The CONTRACTOR will conduct discussion of structure conditions before work
starts and final payment based on conditions agreed to at time of commencement of work or
in subsequently approved change orders.
3 The CONTRACTOR will notify the CITY a minimum of seventy-two (72)
hours prior to the commencement of work in order for CiTY personnel to be available for
onsite activities.
S. Work Product Submittals
1 Bypass Pumping: The CONTRACTOR will provide submittals for the by-
pass pumping plan and those plans approved no less than two weeks prior to execution of
the work. The CONTRACTOR will not mobilize prior to approval of the pumping plan
2. Videotaping. CONTRACTOR will submit one copy of each of two video
inspections: one prior to the start of work and one after CIPP lining is completed for each
project. The video shall be of high visual quality with complete and clear annotation on screen
to trace the route of camera travel and accurately determine the pipe condition in compatibility
with the route and inspection information in the condition assessment log.
T. Site Restoration
The CONTRACTOR shall restore the work site(s) on a daily basis where practical. The
CONTRACTOR will clear all obstructions from roadways, sidewalks, bike paths and other
public thoroughfares daily, to the largest extent possible. The CONTRACTOR will not create
a public nuisance during restoration activities. The CONTRACTOR will complete all
restoration activities within a minimum of fourteen (14) calendar days of work being finished
in a work area. Site restoration is ancillary item for the CIPP reconstruction and shall be
included in the LF cost.
U. Ordering and Payment
1. Work will be ordered by the City through delivery of a work order request
e-mail that includes a due date for the work order proposal to be submitted, a brief description
of the work to be done and an aerial map with a schematic detail of the pipe system The work
order request will include a request for a fee and a time for completion. The City's work order
request to the Contractor is based on an annual prioritized list of projects or a request from
the Field Operations staff. It may or may not include the need for special conditions such as
a compressed timeframe for response and the work schedule based upon the
urgency/conditions such as an impending or partial road collapse. Acceptance of the work
order proposal shall be documented by issuance of a City Purchase Order. Work shall not
commence until issuance of an electronic Notice to Proceed(i.e., an email)for the work order
2. The CONTRACTOR will submit monthly invoices to the CITY inspector
for review and agreement prior to submitting to the CITY project manager for final acceptance
and processing of payment.
V. Mobilization Mobilization charges shall include movement of equipment and
material to and from the site and other costs not included as a separate line item to commence
work on a work authorization.
W. Line Reconstruction
1. Sanitary: Includes open cut and installation of SDR-26 PVC Sanitary
Sewer_ Furnished and installed. Open cut and Construct Sanitary Sewer line includes all
labor, materials, and equipment necessary for dewatering, excavation, sheeting, shoring
bracing installation of SDR26 PVC sanitary sewer, rigid fernco connections or manhole boots
as required, pipeline identification and warning tape. disposal of excess material and old pipe,
suitable backfill, replacement of existing improvements, pavement repair, testing, sodding and
cleanup.
2. Sanitary: lncudes open cut installation of C900 Sanitary sewer.
Furnished and Installed. Open cut and Construct Sanitary Sewer line includes all labor,
materials, and equipment necessary for dewatering, excavation, sheeting, shoring bracing
installation of C900 sanitary sewer, rigid fernco connections or manhole boots as required,
pipeline identification and warning tape, disposal of excess material and old pipe, suitable
backfill, replacement of existing improvements such as connections, testing, sodding and
cleanup.
3. Stormwater Incudes open cut installation of RCP stormwater pipeline.
Furnished and Installed. Open cut and Construct stormwater line, includes all labor, materials,
and equipment necessary for dewatering, excavation. sheeting, shoring, bracing installation
of RCP stormwater pipeline identification and warning tape. of excess material and
old pipe. suitable backfill, replacement of existing improvements such as connections, testing,
sodding, pavement repair, brick and mortar installation and any connection to a structure and
cleanup. FDOT Concrete collars are required on RCP to connect pipe and incidental to
installation of the stormwater PVC line.
4. Stormwater: Incudes open cut installation of HDPE stormwater pipeline
Furnished and Installed. Open cut and Construct stormwater line includes all labor, materials,
and equipment necessary for dewatering, excavation, sheeting, shoring, bracing installation
of HDPE stormwater pipeline identification and warning tape, disposal of excess material and
old pipe, suitable backfill, replacement of existing improvements such as connections, testing,
sodding. pavement repair, brick and mortar installation and any connection to a structure and
cleanup. HDPE collars are incidental to installation of the stormwater HDPE line.
X. Grout Fill Abandoned Lines Grout fill will be required where the City
determines it best to replace the entire line in a different alignment. The unit price will be paid
by the cubic yard. Payment will be for the furnishing and placement of the grout mixture and
will include all necessary excavation, connections, restoration and all other accommodations
to properly perform the work.
Y. Manhole Cleaning the CONTRACTOR will remove all dirt. debris, roots and
other solid and liquid materials from the sections of stormwater or sewer manhole being
cleaned to the extent that closed circuit television inspection can be performed.
EXHIBIT B
CIPP REHABILITATION-SANITARY SEWER MAINS
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
A 8"diameter
A-1 6.0 mm normal thickness(.236 1 10,000 LF $ 23.10 $ 231,000.00
A-2 7.5 mm normal thickness(.295") 10,000 LF $ 25.20 5 252,000.00
A-3 19.0 mm normal thickness(.354") 5,000 LF 5 26.00 $ 130,000.00
TOTAL"A" 5 613,000.00
B 10"diameter
B-1 6.0 mm normal thickness(.236") 400 IF $ 27.30 $ 10,920.00
B-2 7.5 mm normal thickness(.295") 400 LF 5 29,70 $ 11,880.00
B-3 9.0 mm normal thickness(.354") 400 LF 5 31.00 $ I2,400.00
TOTAL"B" $ 35,200.00
C 12"diameter
C-1 6.0 mm normal thickness(.236") 400 LF $ 30.40 $ 12,160.00
C-2 7.5 mm normal thickness(.295") 400 LF $ 32.90 $ 13,160.00
C-3 9.0 mm normal thickness(.354") 600 LF $ 39.30 $ 23,580.00
TOTAL"C" $ 48,900.00
D ;15"diameter
0-1 I6.0 mm normal thickness(.236") 400 LF $ 38.00 $ 15,200.00
0-2 i 7.5 mm normal thickness(.295") 400 LF $ 42.10 ' $ 16,840.00
D-3 19.0 mm normal thickness(.354") 600 LF $ 49.10 , $ 29,460.00
1 TOTAL"D" $ 61,500.00
E ,18"diameter
E-1 6.0 mm normal thickness(.236") 300 LF $ 37.90 $ 11,370.00
E-2 17.5 mm normal thickness(.0295") 300 IF 5 45.00 $ 13,500.00
E-3 19.0 mm normal thickness(.354") 300 LF $ 57.70 $ 17,310.00
E-4 '10.5 mm normal thickness(.413") 200 IF $ 61.20 $ 12,240.00
TOTAL"E" _ $ 54,420.00
F 21"diameter
F-1 6.0 mm normal thickness(.236") 300 LF $ 44.00 5 13,200.00
F-2 7.5 mm normal thickness(.295") 300 LF $ 48.00 $ 14,400.00
F-3 9.0 mm normal thickness(.354") 300 LF $ 67.50 S 20,250.00
F-4 10.5 mm normal thickness(.413") 300 LF $ 73.30 $ 21,990.00
F-5 12.0 mm normal thickness(.472") 200 LF $ 78.90 $ 15,780.00
Charge for each 1.5 mm thickness
F-6 increase per LF exceeding 12.0 mm 100 IF $ 4.20 $ 420.00
- - TOTAL"F" $ 86,040.00
CIPP REHABILITATION-SANITARY SEWER MAINS
,
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
G 24"diameter .. ,
G-1 9.0 mm normal thickness(.354") 300 IF $ 70.00 $ 21,000.00
G-2 10.5 mm normal thickness(.413") 300 IF S 82.50 5 24,750.00
G-3 12.0 mm normal thickness(.472") 300 IF $ 89.90 $ 26,970.00
G-4 '13.5 mm normal thickness(.531") 300 IF $ 94.90 5 28,470.00
E5 15.0 mm normal thickness(.591") 200 IF 5 100.20 $ 20,040.00
. _.
Charge for each 1.5 mm thickness
G-6 increase per IF exceeding 15.0 mm 100 IF $ 4.30 S 430.00
TOTAL"G" , $ 121.660 00
H 27"diameter
i„
H-1 9.0 mm normal thickness(.354") , 100 LF $ 74.00 i 5 7,400.00
H-2 10.5 mm normal thickness (413') . 100 LF $ 89.70 $ 8,970.00
H-3 12.0 mm normal thickness(.472") 100 LF $ 97.90 ' S 9,790.00
H-4 :135 mm normal thickness ( 531') 50 LF S 104.20 5 5,210.00
. i
H-5 15.0 mm normal thickness (.591") 50 LF $ 110.30 5 5,515.00
Charge for each 1.5 mm thickness
H-6 100 LF
increase per LF exceeding 15.0 mm $ 3.90 $ 390.00
TOTAL"H" $ 37,275 00
- - ;
I '30"diameter
I-1 '9 0 mm normal thickness(.354") 100 LF $ 76.00 $ 7,600.00
1-2 ;10.5 mm normal thickness(.413') 100 LF $ 101.10 $ 10,110.00
1-3 112.0 mm normal thickness(472") 100 LF $ 109.50 $ 10,950.00
-4
---i
1 ;13.5 mm normal thickness(.531') 100 LF 5 115.90 5 11,590.00
I
1-5 :15.0 mm normal thickness(.591") 100 LF $ 121.80 $ 12,180.00
1-6 Charge for each 1.5 mm thickness
100 LF
increase per LF exceeding 15.0 mm $ 5,50 . $ 550.00
TOTAL"1°' S 52,980.00
J ,36"diameter
J-1 10.5 mm normal thickness(.413") 100 LF $ 90.00 $ 9,000.00
J-2 12.0 mm normal thickness(.472") 100 LF $ 134.50 $ 13,450.00
J-3 13 5 mm normal thickness (.531") 100 LF $ 142.80 S 14,280.00
J-4 15.0 mm normalthickness (.591') 100 LF $ 150.70 $ 15,070.00
J-5 16.5 mm normal thickness(.650") 100 LF $ 157,40 $ 15,740.00
J-6 18,0 mrn normal thickness(.709") 100 LF 5 166.10 $ 16,610.00
, .
Charge for each 1.5 mm thickness
J-7 00 LF
1
increase per LF exceeding 18 0 mm $ 5.60 $ 560.00
TOTAL"I" $ 84,710.00
CIPP REHABILITATION-SANITARY SEWER MAINS
ITEM i DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
K 42" diameter
K-1 110.5 mm normal thickness (.413") 100 LF $ 119.80 $ 11,980.00
K-2 12.0 mm normal thickness(.472") 100 LF $ 158.80 $ 15,880.00
K-3 13.5 mm normal thickness( 531') 100 LF 5 167.60 ' S 16,760.00
K-4 15.0 mm normal thickness(.591") 100 LF $ 176.40 $ 17,640.00
K-5 16.5 mm normal thickness(.650") 50 LF $ 185.20 $ 9,260.00
K-6 18.0 mm normal thickness(.709") 50 LF $ 192,80 5 9,640.00
K 7 Charge for each 1.5 mm thickness 100 LF
increase per LF exceeding 18.0 mm $ 7.10 5 710.00
TOTAL"K" $ 81,870.00
TOTAL"A"THRU "K" 5 1,277,555.00
CLEAN&INSPECTION-SANITARY SEWER MAINS
L Light Cleaning and Inspection
L-1 8' - 12"diameter 6,000 IF $ 2.50 $ 15,000.00
L-2 14 - 18"diameter 6,000 LF $ 5.00 $ 30,000.00
L-3 20"-24"diameter 6,000 LF S 7.00 $ 42,000.00
L-4 27.-42" diameter 6,000 LF $ 10.00 5 60,000.00
L-5 48' - 72"diameter 6.000 LF 5 12.10 5 72,600.00
TOTAL"L" S 219.600.00
M Medium Cleaning
M-1 8"- 12"diameter 6.000 LF $ 3.70 $ 22,200.00
M-2 14' - 18"diameter 6,000 LF $ 7.00 $ 42,000.00
M-3 20"-24"diameter 6,000 LF $ 10.00 5 60,000.00
M-4 27" -42"diameter 6.000 LF $ 13.10 $ 78,600.00
M-5 48" 72" diameter 6,000 LF $ 15.10 S 90,600.00
TOTAL"M" $ 293,400.00
N Heavy Cleaning
N-1 8"- 12"diameter 6,000 LF 5 3.30 $ 19,800.00
N-2 14"- 18"diameter 6,000 LF $ 8.00 $ 48,000.00
N-3 20" -24"diameter 6,000 LF $ 12.10 5 72,600.00
N-4 27"--42"diameter 6,000 LF 5 16.10 5 96,600.00
N-5 48" - 72"diameter 6,000 LF $ 18.10 $ 108,600.00
6,000 LF $
TOTAL"N" $ 345,600 00
O Root Removal
0-1 8"- 12"diameter 6,000 LF $ 1.60 5 9,600.00
0-2 14" 18"diameter 6,000 LF $ 2.60 $ 15,600.00
0-3 20"-24"diameter 6,000 LF $ 4.80 $ 28,800.00
0-4 27" -42"diameter 6,000 LF $ 5.30 $ 31,800.00
0-5 48" --72"diameter 6,000 LF 5 6.30 S 37,800.00
TOTAL"O" $ 123.600.00
CLEAN 8 INSPECTION-SANITARY SEWER MAINS
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
P Tuberculation Cleaning
-
P-1 8" 12"diameter 6,000 LF $ 19.00 S 114,000.00
P-2 14" - 18"diameter 6,000 LF $ 21.70 $ 130,200.00 ,
P-3 20' -24"diameter 6,000 LF S 22.70 : 5 136,200.00
P-4 i 27"-42"diameter 6,000 LF $ 23.30 ! $ 139,800.00
P-5 48"-72"diameter 6,000 LF $ 25.90 $ 155,400.00
TOTAL"P" $ 675,600.00
TOTAL "L"THRU "P" $ 1,657,800.00
SANITARY SEWER
LATERAL CIPP LINING-TOP HAT/FULL WRAP-UP TO 36"
Q
Four(4) inch lateral connection per
Q-1 ASTM F1216-16 20 EA $ 2,009.90 5 40,198.00
Six (6)inch lateral connection per ASTM
Q-2 F1216-16 20 EA 5 2,009.90 5 40,198.00
Eight (8) inch lateral connection per
Q-3 ASTM F1216-16 20 EA $ 2,009,90 $ 40,198.00
Lateral lining 0 to 30' per ASTM F1216-
Q 4 16 100 LF 79.30 $ 7,930.00
Additional Lateral Lining > 30'per ASTM
Q-5 F1216-16 100 LF 5 37.00 $ 3,700.00
Q-6 Lateral Cutout 20 EA 5 195.00 5 3,900.00
Q-4 Lateral Grout 20 EA $ 390.20 $ 7,804.00
TOTAL"Q" $ 143,928.00
SANITARY SEWER
MANHOLE/LIFT STATION REFURBISHMENT
R
R-1 Interior Manhole Application (Precast) 2,000 SF $ 19.00 $ 38,000.00
R-2 Interior Manhole Application (Brick) 2,000 SF $ 23.30 $ 46,600.00
R-3 Interior Lift Station Application (Precast) 2,000 SF $ 21.20 5 42.400.00
R-4 Interior Lift Station Application(Brick) 2,000 SF $ 26,40 $ 52,800.00
R-5 Bench/Invert Repair 200 EA $ 528.90 $ 105,780.00
TOTAL "R" 5 285,580.00
SANITARY SEWER
CLEANOUT INSTALLATION
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
S
S-1 Four(4) inch cleanout 20 EA * $ 528.90 $ 10,578.00
S-2 Six (6)inch cleanout 20 EA $ 634.70 $ 12,694.00
S-3 Eight(8) inch cleanout 20 EA 5 793.40 S 15,868.00
TOTAL"S" $ 39,140.00
MANHOLE CLEANING
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
T Manhole cleaning 2,000 SF 5 5.30 5 10,600.00
TOTAL "T" $ 10,600.00
TOTAL"Q"THRU "T" $ 479,248.00
CIPP REHABILITATION-STORMWATER MAINS
U 8"diameter
U-1 6,0 mm normal thickness(236") 500 LF $ 39.50 $ 19,750.00
TOTAL"U" 5 19,750.00
V 10"diameter
V-1 6.0 mm normal thickness (236") 400 LF $ 45.50 $ 18,200.00
V-2 7.5 mm normal thickness(295") 400 LF $ 48.00 $ 19,200.00
TOTAL"V" $ 37,400.00
W 12" diameter
W-1 6.0 mm normal thickness(.236") 750 LF $ 48.80 $ 36,600.00
W-2 7.5 mm normal thickness(.295") 750 LF $ 51.50 $ 38,625.00
TOTAL "W" $ 75,225.00
X 15"diameter
X-1 6.0 mm normal thickness (.236") 1,000 LF $ 55.00 S 55,000.00
X-2 7.5 mm normal thickness (.295") 1,500 LF $ 64.50 $ 96,750.00
X-3 9.0 mm normal thickness(.354") 1.000 LF $ 76.90 5 76,900.00
Charge for each 1.5 mm thickness
X 4 increase per LF exceeding 9.0 mm 100 LF $ 2.10 $ 210.00
TOTAL"X" $ 228,860.00
Y 18"diameter
Y•1 6.0 mm normal thickness (236") 1,250 LF $ 52.20 $ 65,250.00
Y-2 7.5 mm normal thickness(295") 1,250 LF $ 67.60 $ 84,500.00
Y-3 9.0 mm normal thickness(.354") 1,250 LF $ 79.40 $ 99,250.00
Y-4 10.5 mm normal thickness(.413") 1,250 LF $ 82.90 $ 103,625.00
Y-5 Charge for each 1 5 mm thickness 100 LF
increase per LF exceedin910.5 mm $ 4.20 5 420.00
TOTAL"Y" $ 353,045.00
Z 21"diameter
Z-1 6.0 mm normal thickness(.236") 220 LF $ 59.70 $ 13,134.00
Z-2 7.5 mm normal thickness(.295") 220 LF $ 63.50 $ 13,970.00
Z-3 9.0 mm normal thickness(.354") 220 LF $ 90.10 $ 19,822.00
Z-4 10 5 mm normal thickness(.413') 220 LF $ 96.10 $ 21,142.00
Z-5 12.0 mm normal thickness(.472") 200 LF $ 104.40 $ 20,880.00
Z 6 Charge for each 1.5 mm thickness 100 LF
increase per LF exceeding 12.0 mm $ 4.20 $ 420.00
TOTAL"Z" $ 89,368.00
.
CIPP REHABILITATION-STORMWATER MAINS
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
AA ;24"diameter
AA-1 9A mm normal thickness (354 ) 700 LF $ 95.00 $ 66,500.00
AA-2 .10 5 mm normal thickness(.413") 700 LF $ 106.70 5 74,690.00
AA-3 12.0 mm normal thickness(472") 700 LF 5 116.80 $ 81,760.00
AA-4 13.5 mm normal thickness(.531'') 700 LF $ 122.00 ' $ 85,400.00
AA-5 15 0 mm normal thickness(.591") 700 LF $ 127.50 $ 89,250.00
AA-6 Charge for each 1.5 mm thickness 100 LF
increase per LF exceeding 15.0 mm $ 4.30 ; $ 430.00
TOTAL"AA" ' $ 398,030.00
BB 27"diameter
BB-1 9.0 mm normal thickness (354") 220 LF $ 100.00 $ 22,000.00
B8-2 10 5 mm normal thickness(413') 220 LF $ 113.70 . $ 25,014.00
BB-3 .12 0 mm normal thickness(472") 220 LF $ 124.60 $ 27,412.00
..
BB-4 ;13.5 mm normal thickness(531") 220 LF 5 131.20 $ 28,864.00
BB-5 15.0 mm normal thickness(591") 220 LF $ 137.60 $ 30,272.00
BB 6
Charge for each 1.5 mm thickness 100 LF
lincrease per LF exceeding 15.0 mm 5 4.50 5 450.00
TOTAL"BB" $ 134,012.00
CC 30" diameter
CC-1 !9.0 mm normal thickness(.354") 600 LF $ 100.00 $ 60,000.00
CC-2 10.5 mm normal thickness(.413") 600 LF $ 113.70 $ 68,220.00
CC-3 112.0 mm normal thickness(.472") 600 LF $ 123.30 $ 73,980.00
CC-4 113.5 mm normal thickness 531°
{. ) 60 0 LF $ 129.90 $ 77,940.00
CC-5 '15 0 mm normal thickness(.591") 600 LF $ 135.90 $ 81,540.00
CC-6 Charge for each 1.5 mm thickness 100 LF
increase per LF exceeding 15.0 mm $_-_ 5.50 $ 550.00
TOTAL"CC" $ 362,230.00
OD 36"diameter
DD-1 10.5 mm normal thickness(.413") 500 LF $ 108.00 $ 54,000.00
00-2 12.0 mm normal thickness(.472") 500 LF $ 151.70 $ 75,850.00
DD-3 13.5 mm normal thickness(531") 500 LF $ 160.30 : $ 80,150.00
DD-4 15.0 mm normal thickness(.591") 500 LF $ 168.30 $ 84,150.00
DD-5 16.5 mm normal thickness(.650") 250 LF $ 175.10 $ 43,775.00
DD-6 18.0 mm normal thickness(.709") 250 LF $ 184.00 1 $ 46,000.00
DD-7 Charge for each 1.5 mm thickness 100 LF
increase per LF exceeding 18.0 mm $ 5.60 $ 560.00
TOTAL"DD" , $ 384,485.00
CIPP REHABILITATION-STORMWATER MAINS
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
EE ,42"diameter
EE-1 ;10.5 mm normal thickness(413 ) 250 LF $ 120.00 5 30,000.00 ,
EE-2 12.0 mm normal thickness ( 472") 250 LF $ 140.00 : S 35,000,00
EE-3 13.5 mm normal thickness (.531') 250 LF 5 185.80 ' $ 46,450.00
EE-4 15.0 mm normal thickness (591") 250 LF S 194.80 ' $ 48,700.00
EE-5 16 5 mm normal thickness (.650") 250 LF 5 203.80 ' $ 50,950.00
EE-6 18.0 mm normal thickness (.709") 250 LF 5 211.50 $ 52,875.00
EE-7 Charge for each 1.5 mm thickness
100 LF
increase per LF exceeding 18.0 mm 5 7.10 $ 710.00
TOTAL"EE" 5 264,685.00
FF 48"diameter
FF-1 ;12 0 mm normal thickness (.472') 200 LF 5 150.00 $ 30,000.00
FF-2 113.5 mm normal thickness (.531 ) 200 LF $ 160.00 $ 32,000.00
FF-3 '15.0 mm normal thickness(.591") 200 LF $ 225.30 5 45,060.00
FF-4 16.5 mm normal thickness t.650 ) 200 LF $ 235.60 $ 47,120.00
FF-5 18.0 mm normal thickness (.709") 200 LF $ 244.60 $ 48,920.00
FF-6 19.5 mm normal thickness (.768") 100 LF 5 262.20 $ 26,220.00
FF-7 21.0 mm normal thickness (.827") 100 LF $ 270.90 : S 27,090.00
FF-8 Charge for each 1.5 mm thickness
100 LF
increase per LF exceeding 21.0 mm 5 8.00 $ 800.00
TOTAL"FF" 5 257,210.00
GG 52" diameter
GG-1 10.5 mm normal thickness(.413") 25 LF $ 145.00 $ 3,625.00
GG-2 12,0 mm normal thickness(472") 25 LF $ 155.00 $ 3,875.00
GG-3 13.5 mm normal thickness(.531-) 25 LF $ 165.00 5 4,125.00
GG-4 15,0 mm normal thickness( 591') 25 LF $ 196.50 $ 4,912.50
GG-5 16.5 mm normal thickness(650") 25 LF $ 204.20 5 5,105.00
.
GG-6 18.0 mm normal thickness( 709") 25 LF $ 262.20 $ 6,555.00
GG-7 19.5 mm normal thickness( 768") 25 LF $ 279.30 $ 6,982.50
GG-8 21.0 mm normal thickness(.827") 25 LF $ 290.40 $ 7,260.00
GG-9 ,22 5 mm normal thickness(.886') 100 LF $ 302.60 $ 30,260.00
;Charge for each 1 5 mm thickness
GG-10 100 LF
!increase per LF exceeding 22,5 mm $ 9.60 5 960.00
" ..
TOTAL"GG" $ 73,660.00
CIPP REHABILITATION-STORMWATER MAINS
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
HH 54"diameter
HH-1 10.5 mm normal thickness (.413 ) 25 LF $ 150.00 $ 3,750.00
HH-2 12.0 mm normal thickness(.472") 25 LF $ 160.00 $ 4,000.00
HH-3 13.5 mm normal thickness (531 ) 25 LF $ 170.00 5 4,250.00
HH-4 15.0 mm normal thickness( 591") 25 LF S 210.00 5 5,250.00
HH-5 16.5 mm normal thickness(.650") 25 LF $ 215.00 ' S 5,375.00
HH-6 18.0 mm normal thickness ( 709") 25 , LF $ 288.90 : $ 7,222.50
HH-7 19.5 mm normal thickness(.768") 25 LF $ 305.501 7,637.50
: -
HH-8 21.0 mm normal thickness(.827") 25 LF $ 406.10 i $ 10,152.50
HH-9 22.5 mm normal thickness(.886") 100 LF $ 419,70 ! $ 41,970.00
HH-10
:Charge for each 1 5 mm thickness LF
increase per LF exceeding 22.5 mm 100 $ 9,80 , $ 980.00
:
TOTAL"HH" $ 90,587.50
II 160"diameter .,
11-1 110.5 mm normal thickness(.413") 25 LF $ 302.40 $ 7,560.00
(
11-2 112.0 mm normal thickness (.472') 25 LF 5 319,00 $ 7,975.00
11-3 113.5 mm normal thickness (.531") 25 LF .5 330.20 $ 8,255.00
11-4 115.0 mm normal thickness(591") 25 LF $ 341.20 $ 8,530.00
11-5 116.5 mm normal thickness(650") 25 LF 5 350.40 $ 8,760.00
11-6 1 18 0 mm normal thickness( 709") 25 LF 5 445.50 S 11,137.50
11-7 19,5 mm normal thickness(.768") 25 LF $ 468.90 5 11,722.50
. . .
11-8 121 0 mm normal thickness(.827") 25 LF 5 483.90 5 12,097 50
t
11-9 22.5 mm normal thickness(.886") 100 LF $ 499.10 5 49,910.00
11-10 Charge for each 1.5 mm thickness
100 LF
increase per LF exceeding 22.5 mm $ 13.50 5 1,350.00
TOTAL"II" S 127,297.50
. . .
JJ 72"diameter
1 ' ,
JJ-1 ;10.5 mm normal thickness(.413") 25 LF $ 500.10 $ 12,502.50
JJ-2 12 0 mm normal thickness(472") 25 LF $ 506.20 S 12,655.00
JJ-3 113,5 mm normal thickness(.531") 25 LF $ 519.70 $ 12,992 50
JJ-4 15.0 mm normal thickness ( 591") 25 LF $ 532.80 $ 13,320.00
JJ-5 16.5 mm normal thickness (.650") 25 LF $ 546.60 $ 13,665.00
JJ-6 18.0 mm normal thickness(.709") 25 LF $ 680.50 $ 17,012.50
JJ-7 19.5 mm normal thickness(.768") 25 LF 5 763.20 5 19,080.00
....
JJ-8 '21.0 mm normal thickness(.827") 25 LF $ 781.80 $ 19,545.00
JJ-9 22.5 mm normal thickness(.886") 100 LF $ 796.30 $ 79,630.00
10
Charge for each 15 mm thickness 00 LF
JJ- 1
increase per IF exceeding 22.5 mm $ 14.70 $ 1,470.00
TOTAL".11" $ 201,872.50
, .
Total CIPP Rehabilitiation -
Stormwater Mains("U"THRU"JJ") $ 3,097,717 50
CLEAN&INSPECTION-STORMWATER MAINS
.
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
, .
KK Light Cleaning and inspection
KK-1 8"- 12"diameter 6,000 LF S 6.00 : $ 36,000.00
KK-2 14" - 18"diameter 6,000 LF $ 8.00 ' S 43,000.00
KK-3 20" -24"diameter 6,000 LF $ 9.00 $ 54,000.00
KK-4 27" -42"diameter 6,000 1.+F $ 12.10 S 72,600.00
KK-5 48" -72"diameter 6,000 LF S 16.10 , $ 96,600.00
TOTAL"KR" 5 307,200.00
LL Medium Cleaning
LL-1 8"- 12"diameter 6,000 LF $ 9.00 $ 54,000.00
LL-2 14"- 18" diameter 6,000 LF $ 11.10 $ 66,600.00
LL-3 20"-24"diameter 6,000 LF $ 14.10 S 84,600.00
LL-4 27" -42"diameter 6,000 LF $ 17.10 $ 102,600.00
LL-5 48"- 72"diameter 6,000 LF S 20.10 $ 120,600.00
TOTAL"LL" ! 5 428,400.00
MM Heavy Cleaning
MM-1 8".- 12"diameter 6,000 LF $ 11.10 1 $ 66,600.00
- +
MM-2 114" - 18"diameter 6,000 LF $ 16.10 ! $ 96,600.00
4+
MM-3 20" -24"diameter 6,000 LF $ 20.10 ' S 120,600.00
MM-4 127"-42"diameter 6,000 LF $ 26.10 $ 156,600.00
MM-5 48"- 72"diameter 6.000 LF $ 32.20 $ 193,200.00
TOTAL"MM" $ 633,600.00
,
NN ;Root Removal
NN-1 ,8 - 12"diameter 6,000 LF S 1.60 $ 9,600.00
NN-2 14"- 18"diameter 6,000 LF $ 2.60 $ 15,600.00
NN-3 20" 24"diameter 6.000 LF $ 4.80 $ 28,800.00
NN-4 27"-42"diameter 6,000 LF $ 5.30 $ 31,800.00
NN-5 48"- 72"diameter 6,000 LF $ 6.30 S 37,800.00
TOTAL"NN" $ 123,600.00
00 Tuberculation Cleaning
,
00-1 .8" - 12"diameter 6,000 LF S 19.00 $ 114,000.00
00-2 1• 4"- 18"diameter 6,000 LF $ 21.70 S 130,200.00
00-3 20"-24"diameter 6,000 LF S 22.70 S 136,200.00
. ...
00-4 27"-42"diameter 6,000 LF $ 23.30 $ 139,800.00
..._ .. ,
00-5 8"- 72"diameter 6,000 LF $ 25.90 , $ 155,400.00
,-.
TOTAL."00" $ 675,600.00
. .
, .
PP ! Stormwater Manhole Cleaining 2,800 SF S 5.30 ' 5 14,840.00
4 ,
TOTAL"PP" i $ 14,840.00
TOTAL"KK"THRU"PP" $ 2,183,240.00
ANCILLARY GENERAL SERVICES
ITEM DESCRIPTION ESTIMATED UNIT OF ' UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
QQ By-Pass Pumping
QQ-1 8"diameter 5 LS $ 317.40 $ 1,587.00 ,
00-2 10"diameter 5 LS 5 317.40 $ 1,587.00 ,.
Q0-3 t 12" diameter 5 LS $ 1,586.80 5 7,934.00
QQ-4 15" diameter 5 LS $ 6,347.00 $ 31,735.00
QQ-5 18"diameter 5 LS $ 11,107.30 ' $ 55,536.50
QQ-6 21"diameter 5 LS $ 12,694.10 $ 63,470.50
Q0-7 24"diameter 5 LS $ 14,280.80 $ 71,404.00
0Q-8 27"diameter 5 LS $ 15,867.60 $ 79,338.00
00-9 30"diameter 5 LS $ 17,454.30 $ 87,271.50
0Q-10 36"diameter 5 LS $ 19,041.10 S 95,205.50
TOTAL"QQ" $ 495,069.00
,
RR Standard Service Reconnection 25 Each $ 195.00 $ 4,875.00
TOTAL"RR" $ 4,875.00
SS (Traffic Control-FDOT Right of Way j
SS-1 Flagman 10 Setup 1 $ 655.90 $ 6,559.00
SS-2 !Arrow Board 10 Setup ' $ 190.40 , $ 1,904.00
SS-3 !Barricades 10 Setup $ 359.70 $ 3,597.00
SS-4 ;Lane Dividers 10 Setup $ 15.90 $ 159.00
■-
TOTAL"SS" $ 12,219.00
TT jTraffic Control-City Right of Way 1
TT-1 ;Flagman 10 Setup S 655.90 { $ 6,559.00
TT-2 ;Arrow Board 10 Setup 5 190.40 ; $ 1,904.00
TT-3 'Barricades 10 Setup 5 264.50 ! $ 2,645.00
TT-4 Lane Dividers 10 Setup $ 15.90 $ 159.00
TOTAL"TT" ! $ 11,267.00
UU Traffic Control-County Right of Way
UU-1 Flagman 10 Setup $ 655.90 $ 6,559.00
UU-2 Arrow Board 10 Setup 5 190.40 $ 1,904.00
UU-3 Barricades 10 Setup $ 359.70 $ 3,597.00
UU-4 Lane Dividers 10 Setup $ 15.90 $ 159.00
TOTAL"UU" $ 12,219.00
ANCILLARY GENERAL SERVICES
ITEM DESCRIPTION ESTIMATED UNIT OF UNIT PRICE EXTENDED
QUANTITY MEASURE PRICE
VV Easement Access
VV-1 '6"to 12"diameter 100 LF $ 3.70 $ 370.00
VV-2 ;14"to 18"diameter 100 LF ; $ 4.80 $ 480.00
VV-3 20"to 24"diameter 100 LF $ 6.10 $ 610.00
VV-4 27"to 30"diameter 100 LF $ 9.80 $ 980.00
VV-5 36"to 42"diameter 100 LF S 10.80 $ 1,080.00
VV-6 48 to 54"diameter 100 LF $ 16.10 $ 1,610.00
TOTAL"VV" $ 5,130.00
WW Manhole Cleaning 2.800 SF $ 5.30 $ 14,840.00
TOTAL"WW" $ 14,840.00
XX Grout fill abandoned pipe 1.000 CY $ 158.70 S 158,700.00
TOTAL"XX" $ 158,700.00
YY !Chemical and physical product testing 10 EA
$ 264.50 $ 2,645.00
TOTAL, $ 2,645.00
ZZ [Erosion and sediment control }
ZZ-1 jSiit Fencing 200 LF $ 4.20 $ 840.00
ZZ-2 `Floating Turbidity Barrier 200 LF $ 15.90 $ 3,180.00
ZZ-3 'Gutter Buddy 100 EA $ 5290 $ 5,290.00
TOTAL"ZZ" ' $ 9,310.00
AAA Mobilization 20 Setup $ 3,578.40 $ 71,568.00
TOTAL"AAA" $ 71,568.00
BBB Bonds 100,000 Percentage $ 0.03 $ 3,000.00
TOTAL"BBB" 5 3,000.00
TOTAL"QQ"THRU "BBB" $ 800,842.00
TOTAL ESTIMATED BID AMOUNT $ 9,496,402.50
ADDITIVE ALTERNATE No 1
SANITARY SEWER
LINE RECONSTRUCTION SDR 26 LESS THAN 10'DEPTH
CCC
CCC-1 15" 100 LF $ 272.00 $ 27,200.00
CCC-2 18' 100 LF $ 292.20 S 29,220.00
CCC 3 ;24" 100 LF $ 385.60 $ 38,560.00
CCC-4 ?30" 100 LF $ 464.10 $ 46,410.00
CCC-5 36" 100 LF $ 582.90 ' $ 58,290.00
CCC-6 42" 100 LF $ 594.10 $ 59,410.00
CCC-7 48" 100 LF $ 1,193.20 $ 119,320.00
CCC-8154" 100 LF $ 1,500.00 $ 150,000.00
CCC-9 ,60" 100 LF $ 2,000.00 $ 200,000.00
CCC-10 66" 50 LF $ 2,500.00 , $ 125,000.00
CCC-11 72" 50 LF $ 3,000,00 $ 150,000.00
TOTAL °CCC" $ 1,003 410 00
SANITARY SEWER
•
LINE RECONSTRUCTION C900 GREATER THAN 10'DEPTH
DDD
DDD-1 15" 100 LF $ 333.30 S 33,330.00
DDD-2 18" 100 LF $ 358.30 $ 35,830.00
DDD-3 24" 100 LF $ 469.00 $ 46,900.00
DDD-4 30" 100 LF $ 578.50 $ 57,850.00
DDD-5 36" 100 LF $ 745.00 $ 74,500.00
DDD-6 42" 100 LF $ 1,391.10 ; $ 139,110.00
DDD-7 48" 100 LF $ 1,500.00 1 $ 150,000.00
DDD-8 '54" 100 LF $ 2,000.00 $ 200,000.00
DDD-9 60'1 100 LF $ 2,500.00 1 $ 250,000.00
ODD-10 '66" 50 LF $ 3,000.00 ! $ 150,000.00
DDD-11 72" 50 LF $ 3,500.00 " $ 175,000.00
TOTAL "DDD" $ 1,312,520.00
STORMWATER MAINS
Line Reconstruction(concrete collars
EEE are incidental)greater than 8' depth
and under roadways
EEE-1 115" RCP 250 IF $ 16130 5 40325.00
EEE-2 '18" RCP 250 LF $ 171.10 S 42,775.00
EEE-3 24" RCP 250 LF $ 188.60 $ 47,150.00
EEE-4 30" RCP 250 IF $ 227.30 $ 56,825.00
EEE-5 36 RCP 250 LF $ 256.20 ; $ 64,050.00
EEE-6 48" RCP 250 LF $ 324.20 $ 81,050.00
EEE-7 54"RCP 250 LF , $ 386.40 5 96,600.00
EEE-8 60"RCP 250 LF $ 424.70 5 106,175.00
EEE-9 7.72" RCP 500 LF $ 548.60 $ 274,300.00
TOTAL"EEE" 5 809,250.00
FFF 'HOPE Line Reconstruction less than
8'
FFF-1 '15" HOPE 250 LF $ 133.60 $ 33,400.00
FFF-2 1- 8" HOPE 250 LF $ 142.20 $ 35,550.00
FFF-3 24" HOPE 250 LF $ 160.60 $ 40,150.00
FFF-4 30"HOPE 250 LF $ 203.10 $ 50,775.00
-FFF-5 36" HOPE 250 LF $ 209.80 $ 52,450.00
FFF-6 4• 2" HOPE 250 LF 5 231.70 , $ 57,925.00
FFF-7 48'HOPE 250 LF $ 279.80 $ 69,950.00
FFF-8 5• 4"HOPE 250 LF 5 310.00 $ 77,500.00
FFF-9 60"HOPE 250 LF S 353.50 $ 88,375.00
;
FFF-10 70" HOPE 500 LF 0 ---
; $ 390.00 , $ 1955,000.00
TOTAL"FFF" $ 701,075.00
TOTAL"CCC"THRU"FFF"
$ 3,826,255.00
(COMPOSITE EXHIBIT C is not attached but will remain on file in
in the Office of the Purchasing Agent and will be available upon request)