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vHSERVICE AGREEMENT NO. 1004
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1852 CLOSED CIRCUIT TELEVISED (CCTV) CLEANING AND
INSPECTION OF LARGE DIAMETER WASTEWATER LINES
THIS Closed Circuit Televised (CCTV) Cleaning and Inspection of large
Diameter Wastewater Lines Agreement ("Agreement") is entered into by and
between the City of Corpus Christi, a Texas home-rule municipal corporation
("City") and CSI Consolidated, LLC dba Clean Serve, LLC ("Contractor"), effective
upon execution by the_City Manager or the City Manager's designee ("City
Manager").
WHEREAS, Contractor has bid to provide Closed Circuit Televised (CCTV)
Cleaning and Inspection of Large Diameter Wastewater Lines in response to
Request for Bid/Proposal No. 1004/194 ("RFB/RFP"), which RFB/RFP includes the
required scope of work and all specifications and which RFB/RFP and the
Contractor's bid or proposal response, as applicable, are incorporated by
reference in this Agreement as Exhibits 1 and 2, respectively, as if each were fully
set out here in its entirety.
NOW, THEREFORE, City and Contractor agree as follows:
1. Scope. Contractor will provide Closed Circuit Televised (CCTV) Cleaning and
Inspection of Large Diameter Wastewater Lines ("Services") in accordance -
with the attached Scope of Work, as shown in Attachment A, the content of
which is incorporated by reference into this Agreement as if fully set out here
in its entirety, and in accordance with Exhibit 2.
2. Term. This Agreement is for 12 months,with performance commencing upon
the date of issuance of a notice to proceed from the Contract Administrator
or Purchasing Division. This Agreement includes an option to extend the term
for up to four additional 12-month periods ("Option Period"), provided, the
parties do so prior to expiration of the original term or the then-current Option
Period. The decision to exercise the option to extend the term of this
Agreement is, at all times, within the sole discretion of the City and is
conditioned upon the prior written agreement of the Contractor and the City
Manager.
3. Compensation and Payment. The total value of this Agreement is not to
exceed $536,553.75, subject to approved extensions and changes. Payment
will be made for Services completed and accepted by the City within 30
days of acceptance, subject to receipt of an acceptable invoice. All pricing
City of Corpus Christi Page 1 of 8
2017-184
5/30/17
M2017-071
CSI Consolidated LLC
INDEXED
must be in accordance with the attached Bid/Pricing Schedule, as shown in
Attachment B, the content of which is incorporated by reference into this
Agreement as if fully set out here in its entirety.
4. Contract Administrator. The Contract Administrator designated by the City is
responsible for approval of all phases of performance and operations under
this Agreement, including deductions for non-performance and
authorizations for payment. The City's Contract Administrator for this
Agreement is as follows:
Name: Temple Williamson
Department: Utilities Department
Phone: 826-1805
Emai: Templew@cctexas.com
5. Insurance; Bonds.
(A) Before performance can begin under this Agreement, the Contractor
must deliver a certificate of insurance ("COI"), as proof of the required
insurance coverages, to the City's Risk Manager and the Contract
Administrator. Additionally, the COI must state that the City will be given at
least 30 days' advance written notice of cancellation, material change in
coverage, or intent not to renew any of the policies. The City must be named
as an additional insured. The City Attorney must be given copies of all
insurance policies within 10 days of the City Manager's written request.
Insurance requirements are as stated in Attachment C, the content of which
is incorporated by reference into this Agreement as if fully set out here in its
entirety.
(B) In the event a payment bond, a performance bond, or both, are
required of the Contractor to be provided to the City under this Agreement
before performance can commence, the terms, conditions, and amounts
required in the bonds and appropriate surety information are as included in
the RFB/RFP or as may be added to Attachment C, and such content is
incorporated here in this Agreement by reference as if each bond's terms,
conditions, and amounts were fully set out here in its entirety.
6. Purchase Release Order. For multiple-release purchases of Services to be
provided by the Contractor over a period of time, the City will exercise its
right to specify time, place and quantity of Services to be delivered in the
following manner: any City department or division may send to Contractor
a purchase release order signed by an authorized agent of the department
or division. The purchase release order must refer to this Agreement, and
City of Corpus Christi Page 2 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
Services will not be rendered until the Contractor receives the signed
purchase release order.
7. Inspection and Acceptance. Any Services that are provided but not
accepted by the City must be corrected or re-worked immediately at no
charge to the City. If immediate correction or re-working at no charge
cannot be made by the Contractor, a replacement service may be
procured by the City on the open market and any costs incurred, including
additional costs over the item's bid/proposal price, must be paid by the
Contractor within 30 days of receipt of City's invoice.
8. Warranty. The Contractor warrants that all products supplied under this
Agreement are new, quality items that are free from defects, fit for their
intended purpose, and of good material and workmanship. The Contractor
warrants that it has clear title to the products and that the products are free
of liens or encumbrances. In addition, the products purchased under this
Agreement shall be warranted by the Contractor or, if indicated in
Attachment D by the manufacturer, for the period stated in Attachment D.
Attachment D is attached to this Agreement and is incorporated by
reference into this Agreement as if fully set out here in its entirety.
9. Quality/Quantity Adjustments. Any Service quantities indicated on the
Bid/Pricing Schedule are estimates only and do not obligate the City to order
or accept more than the City's actual requirements nor do the estimates
restrict the City from ordering less than its actual needs during the term of the
Agreement and including any Option Period. Substitutions and deviations
from the City's product requirements or specifications are prohibited without
the prior written approval of the Contract Administrator.
10. Non-Appropriation. The continuation of this Agreement after the close of
any fiscal year of the City,which fiscal year ends on September 30th annually,
is subject to appropriations and budget approval specifically covering this
Agreement as an expenditure in said budget, and it is within the sole
discretion of the City's City Council to determine whether or not to fund this
Agreement. The City does not represent that this budget item will be
adopted, as said determination is within the City Council's sole discretion
when adopting each budget.
11. Independent Contractor. Contractor will perform the work required by this
Agreement as an independent contractor and will furnish such Services in its
own manner and method, and under no circumstances or conditions will any
agent, servant or employee of the Contractor be considered an employee
of the City.
City of Corpus Christi Page 3 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
12. Subcontractors. Contractor may use subcontractors in connection with the
work performed under this Agreement. When using subcontractors,
however, the Contractor must, obtain prior written approval from the
Contract Administrator if the subcontractors were not named at the time of
bid or proposal, as applicable. In using subcontractors, the Contractor is
responsible for all their acts and omissions to the same extent as if the
subcontractor and its employees were employees of the Contractor. All
requirements set forth as part of this Agreement, including the necessity of
providing a COI in advance to the City, are applicable to all subcontractors
and their employees to the same extent as if the Contractor and its
employees had performed the work.
13. Amendments. This Agreement may be amended or modified only by written
change order signed by both parties. Change orders may be used to modify
quantities as deemed necessary by the City.
14. Waiver. No waiver by either party of any breach of any term or condition of
this Agreement waives any subsequent breach of the same.
15. Taxes. The Contractor covenants to pay payroll taxes, Medicare taxes, FICA
taxes, unemployment taxes and all other related taxes. Upon request, the
City Manager shall be provided proof of payment of these taxes within 15
days of such request.
16. Notice. Any notice required under this Agreement must be given by fax,
hand delivery, or certified mail, postage prepaid, and is deemed received
on the day faxed or hand-delivered or on the third day after postmark if sent
by certified mail. Notice must be sent as follows:
IF TO CITY:
City of Corpus Christi
Attn: Temple Williamson
Title: Interim Assistant Director of Wastewater Treatment
Address: 2726 Holly Road, Corpus Christi, Texas 78415
Fax: 361-826-4317
IF TO CONTRACTOR:
CSI Consolidated, LLC dba Clean Serve, LLC
Attn: David Groce
Title: Manager
Address: 3808 Knapp Rd.
Pearland, TX 77581
City of Corpus Christi Page 4 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
Fax: 281-485-8820
17. CONTRACTOR AGREES TO INDEMNIFY, HOLD HARMLESS AND
DEFEND THE CITY OF CORPUS CHRISTI AND ITS OFFICERS,
EMPLOYEES AND AGENTS ("INDEMNITEES") FROM AND AGAINST
ANY AND ALL LIABILITY, LOSS, CLAIMS, DEMANDS, SUITS AND
CAUSES OF ACTION OF ANY NATURE WHATSOEVER ON ACCOUNT
OF PERSONAL INJURIES (INCLUDING DEATH AND WORKERS'
COMPENSATION CLAIMS), PROPERTY LOSS OR DAMAGE, OR ANY
OTHER KIND OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL
EXPENSES OF LITIGATION, COURT COSTS, ATTORNEYS' FEES AND
EXPERT WITNESS FEES WHICH ARISE OR ARE CLAIMED TO ARISE OUT
OF OR IN CONNECTION WITH THIS AGREEEMENT OR THE
PERFORMANCE OF THIS AGREEMENT, REGARDLESS OF WHETHER THE
INJURIES, DEATH OR DAMAGES ARE CAUSED OR ARE CLAIMED TO
BE CAUSED BY THE CONCURRENT OR CONTRIBUTORY NEGLIGENCE
OF INDEMNITEES, BUT NOT IF BY THE SOLE NEGLIGENCE OF
INDEMNITEES UNMIXED WITH THE FAULT OF ANY OTHER PERSON.
CONTRACTOR MUST, AT ITS OWN EXPENSE, INVESTIGATE ALL
CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT OR OTHER
DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH COUNSEL
SATISFACTORY TO THE CITY ATTORNEY, AND PAY ALL CHARGES OF
ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND
ARISING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS,
DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION
OBLIGATIONS OF CONTRACTOR UNDER THIS SECTION SHALL
SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS
AGREEMENT.
18. Termination.
(A) The City Manager may terminate this Agreement for Contractor's failure
to perform the work specified in this Agreement or to keep any required
insurance policies in force during the entire term of this Agreement. The
Contract Administrator must give the Contractor written notice of the breach
and set out a reasonable opportunity to cure. If the Contractor has not
cured within the cure period, the City Manager may terminate this
Agreement immediately thereafter.
City of Corpus Christi Page 5 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
(B) Alternatively, the City Manager may terminate this Agreement for
convenience upon 30 days advance written notice to the Contractor. The
City Manager may also terminate this Agreement upon 24 hours written
notice to the Contractor for failure to pay or provide proof of payment of
taxes as set out in this Agreement.
19. Assignment. No assignment of this Agreement by the Contractor, or of any
right or interest contained herein, is effective unless the City Manager first
gives written consent to such assignment. The performance of this
Agreement by the Contractor is of the essence of this Agreement, and the
City Manager's right to withhold consent to such assignment is within the sole
discretion of the City Manager on any ground whatsoever.
20. Severability. Each provision of this Agreement is considered to be severable
and, if, for any reason, any provision or part of this Agreement is determined
to be invalid and contrary to applicable law, such invalidity shall not impair
the operation of nor affect those portions of this Agreement that are valid,
but this Agreement shall be construed and enforced in all respects as if the
invalid or unenforceable provision or part had been omitted.
21. Order of Precedence. In the event of any conflicts or inconsistencies
between this Agreement, its attachments, and exhibits, such conflicts and
inconsistencies will be resolved by reference to the documents in the
following order of priority:
A. this Agreement and its attachments
B. the bid solicitation document, including addenda (Exhibit 1)
C. the Contractor's bid response (Exhibit 2)
22. Certificate of Interested Parties. Contractor agrees to comply with Texas
Government Code Section 2252.908, as it may be amended, and to
complete Form 1295 "Certificate of Interested Parties" as part of this
Agreement.
23. Governing Law. This Agreement is subject to all federal, State, and local laws,
rules, and regulations. The applicable law for any legal disputes arising out
of this Agreement is the law of the State of Texas, and such form and venue
for such disputes is the appropriate district, county, or justice court in and for
Nueces County, Texas.
24. Entire Agreement. This Agreement constitutes the entire agreement between
the parties concerning the subject matter of this Agreement and supersedes
City of Corpus Christi Page 6 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
all prior negotiations, arrangements, agreements and understandings, either
oral or written, between the parties.
(SIGNATURE PAGE FOLLOWS)
City of Corpus Christi Page 7 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
CONTRACTOR
/a-
Signature:
Printed Name: ,/ .e.,_- /r(Q
Title: l/i d p / ! ,eS 1cz7,_
Date: ' -/. ` 17
CITY OF CORPUS CHRISTI
Signature: L0.
Printed Name: )' .4 „« =____0._
Title: `-er 0 c r e .
Date: 41//i 7
• ATTEST: I C-C'c� CC- v
REBECCA HUERTA
CITY SECRETARY
Attached and Incorporated by Reference:
Attachment A: Scope of Work
Attachment B: Bid/Pricing Schedule
Attachment C: Insurance/Bond Requirements
Attachment D: Warranty Requirements ('1
Habi -7 -viIUinui,a,_
Incorporated by Reference Only: IT COUNCIL......4. -2-.).0
Exhibit 1: RFB/RFP No. 1004/194
�. SFCRFTA'v
s Bid/Proposal Response 1
Exhibit 2: Contractor ‘.
City of Corpus Christi Page 8 of 8
Service Agreement Standard Form
Approved as to Legal Form 7/1/16
Attachment A: Scope of Work
1.1 General Requirements/Background Information
The Contractor shall provide Closed Circuit Television (CCTV) Inspection and Cleaning of
Large Diameter Wastewater Line within the City's right-of-way and on public property as
outlined in this Scope of Work.
1.2 Scope of work
A. General
1 . The scope of work consists of furnishing all labor, materials, equipment, supervision
and performing all work necessary to internally inspect, clean and record the
condition of designated wastewater collection system pipelines ranging in
diameter from 18" to 60". Work includes, cleaning of the pipeline (from the most
upstream reaches of the study area downstream toward the outfall or lift station)
using high pressure water jets, use of mechanical cleaning equipment or other
means as may be required, removal of remote obstructions, and the transport and
disposal of waste materials generated by the cleaning process. It is the intent in
this project that NO flow control/bypassing of the system will be performed. All work
will be performed with active flow conditions during all phases of the work. City
crews will not be available for large duration assistance on any portion of the
project. Approved methods for conducting the internal inspection of pipelines
include the use or combination of closed circuit television cameras, sonar
equipment, or pipeline scanners that are specifically designed for use in and for the
inspection of large diameter wastewater collection system pipelines. The City shall
not be held responsible for any delays in the work. The Contractor shall work with
the City to minimize any delays. All work will be performed in accordance with
these specifications with regard to quality, workmanship, hardcopies and
electronic deliverables, and schedule.
2. The Utility Department will provide reference maps highlighting the wastewater line
segments to be cleaned and inspected during this project.
3. The Utility Department will provide reference ID asset numbers for all manholes and
pipelines on the maps. These reference numbers shall be utilized by the
Contractor(s) on the video inspection reports. An Excel spreadsheet will be
provided to the Contractor that will list upstream and downstream manhole
locations, location descriptions, access location (i.e. street/easement), and GIS
footage. Additional columns will allow the Contractor to record linear footage
cleaned, segment CCTV footage, reversal linear footage, direction of camera
travel, comments, and section complete status.
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RFB Template 10.10.16
4. It shall be the responsibility of the Contractor(s) to adhere to all applicable OSHA
rules and regulations while performing work on any and all City-related projects or
jobs (to include, but not necessarily limited to "Confined Space Entry").
5. The Contractor shall obtain all required municipal and other governmental license
and permits. The Contractor shall obtain approval or consent from utilities or
carriers, such as a telephone companies or other persons or organizations or
authorities upon whose proper performance of work under the contract might
affect. The contractor shall request written release from responsibility for the
performance of work under the contract if and to the extent such work is preclude
by the inability to obtain such approval or cons.ent. For the duration of the
contract, the Contractor shall abide by all federal, state, and local laws and
regulations.
6. The Contractor shall notify third parties (such as public and private utilities) of their
intent to perform work in an area where such parties may have rights to
underground property or facilities and request maps or other descriptive
information as to the nature and location of such underground facilities or property
and assurance of the Contractor's ability to enter upon any public private lands to
which assess is required for performance of the work under contract. The
Contractor shall obtain written permission for access to private property where
easement is inadequate.
7. The Contractor shall review all available information pertinent to the project site,
including reports prepared under previously accomplished studies or surveys and
any other data relating to the design of the project, including maps, drawings,
construction specifics, sewer system records etc., as provided by the City. The
Contractor shall request these documents as least five days in advance.
8. The Contractor shall obtain a secure storage area of a size that can adequately
accommodate the required equipment, vehicles, and materials for the period of
performance of the agreement at the Contractor's expense.
9. The Contractor shall have the ability to communicate with the City at all times.
10.The Contractor shall have a cellular telephone at which the Contractor's
superintendent can be reached at any time. The Contractor shall provide daily
notification of work locations to the City's designated Project Representative. The
Contractor shall also immediately notify the City in the event that a point repair is
required or if lodged equipment causes a blockage, spill or an overflow.
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RFB Template 10.10.16
11.If, during the Contractor's operation in the collection system, evidence of an
imminent or potential pipe collapse (such as pieces of pipe, fresh soil, or backfill are
noted in the debris removed from the system) or other situations that would result
in a public hazard, the Contractor shall immediately halt work on that line segment
and contact the City Administrator.
12.The Contractor shall make every reasonable effort to control sewer and other
offensive odor in the areas surrounding the work by placing odor blocks and
venting or covering opened manholes when required.
13.In the area where brush and other vegetation make access to the sewer mains
designated for cleaning and inspecting less.than desirable and/or the route to the
sewer access point(s) is not via a recorded easement, the Contractor shall provide
its own access to sewer access points for the purpose of cleaning and inspection.
Contractor will coordinate with property owner/resident to unlock gates or secure
livestock and/or pets during field activities. The Contractor shall respect all private
and public property owner's rights. Any fence removal and replacement, clearing,
mowing, and/or trimming of trees, bushes, grass, plants, etc. for the ingress and
regress by the Contractor to a designated project site will be the Contractor's
responsibility.
14.All customer that refusal to allow access, vegetation clearing, or any other work
required by the contractor shall be referred to the City Administrator as soon
practicable and documented in writing within 48 hours for City action and follow-
up.
B. Work and Materials Provided by the City
The Utility Department will provide the following at no cost to the Contractor:
1. Community awareness measures and project signage informing that sewer
maintenance is scheduled with the Contractor.
2. Instructions on how to respond to residents that approach the Contractor during
the sewer cleaning and inspection process.
3. Legal and physical access to collection system manholes on the portions of sewer
within the project limits.
4. Exposure of buried manholes and assistance in opening seized manhole lids that
could not be accessed or opened by the Contractor using normal industry
standard procedures.
5. Any excavation, opening, backfilling, and/or repair of sewers, and/or streets,
required to remove the Contractor's equipment caught in the sewer pipe due to
sewer defects and not caused by the Contractor's negligence. See Section on
"Emergency Pipeline Blockage Plan".
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RFB Template 10.10.16
6. The Contract administrator will act as liaison between the Utility Department and
the Contractor for the duration of the project.
7. A debris dump location to unload materials removed from the sewer pipes during
cleaning. This facility is to be used only during the contract time limits and only for
sewers located in Corpus Christi that have been authorized to be cleaned in this
contract.
1.3 TRAFFIC CONTROL
A. The Contractor shall be responsible for and provide sufficient traffic control measures
to ensure safe conditions and to minimize inconveniences to motorists. Temporary .
traffic control devices shall conform to the latest edition of the Texas Manual on
Uniform Traffic Control Devices, which provides a number of typical temporary traffic
control plans that may be implemented into the project. The Contractor shall
determine if revisions or modifications to these typical plans are required for any
specific site and, when required by City staff, shall submit the plans to the Traffic
Department for approval. The Contractor is responsible for determining whether the
traffic control is sufficient for road/traffic conditions and for acquiring any necessary
permits from the City.
B. For work adjacent to, in, or under TxDOT ROW, the Contractor shall obtain all
necessary TxDOT permits and strictly adhere to all provisions contained therein.
C. The Contractor shall furnish, install, move, replace, and maintain all necessary
temporary traffic controls, including, but not limited to, barricades, signs, barriers,
cones, lights, signals, temporary detours, temporary striping and markers, flag-men
and such temporary devices, and the relocation of existing signs and devices as
necessary to safely complete the project.
D. Temporary traffic controls shall be measured and paid on a per day basis. Payment
for traffic control will be based on the roadway classification where traffic control
measures are required. The four classifications to be utilized in this project are arterials
(assumed to be 30% of work order sites), collectors (assumed to be 11% of work order
sites), local access streets (assumed to be 56% of work order sites and TxDOT ROW
(assumed to be 3% of work order sites). These percentages are for information
purposes only, are not guarantees, and will vary from actual quantities awarded.
E. Arterial streets are those streets that bring traffic to and from the freeway and
accommodate high volumes of cross-town traffic. Collectors are defined as those
streets that collect and distribute traffic to and from local streets, other collectors,
arterials, and freeway frontage roads.
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RFB Template 10.10.16
•
F. Local access streets are defined as those streets that provide access to individual
residences, elementary schools, and parks within a neighborhood. Street
classifications are defined in and may be referenced in the latest edition of the City
of Corpus Christi Urban Transportation Plan found on the City of Corpus Christi's
website in the following location:
http://www.cctexas.com/Assets/Departments/Development-Services/Files/design-
standards/UrbanTransportationPlanMap.pdf
G. TxDOT roadways/ROWs are those operated and maintained by TxDOT.
A. Water Meter
1. The Contractor will obtain and place a refundable deposit on a City-provided
hydrant meter to record water used for cleaning operations. Water will be
provided at no cost to the Contractor, provided the Contractor submits monthly
use records, as required by the City Administrator.
2. The Contractor will be allowed to use hydrants that are near the work being
performed and will adhere to any restrictions in the event that specific areas are
not available to obtain water. The Contractor will use caution when opening and
closing hydrants to prevent surges, damage to hydrants, or turbidity within the
water main. The Contractor will be responsible for any loss or neglectful damage
to the hydrant meter and any damages to hydrants; it is the Contractor's
responsibility to connect to hydrants that are observed to be in good condition.
The City may withhold final payment until the water meter is returned in good
condition.
B. Existing Utilities
1. The Contractor shall be held responsible for the protection of existing utilities, as well
as all damage that may occur as a result of the operations. The Contractor shall
be responsible for temporarily relocating utilities for the convenience of the
Contractor. In areas where existing utilities are within and adjacent to the
established limits of work and could be damaged as a result of the Contractor's
operations, the Contractor shall take all necessary precautions to protect such
utilities from damage. Furthermore, in the event that damage to other utilities
occur, the Contractor shall be fully responsible for the repair of any such damage
without additional cost to City or the affected utility owner.
2. It shall be the Contractor's responsibility to determine the exact location of existing
utilities that may impact their work.
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RFB Template 10.10.16
3. Where overhead power lines are in close proximity to the work, the Contractor shall
comply with all state and local regulations and laws and contact, if necessary, the
appropriate owner, generally AEP or Nueces Electric Cooperative.
1.4 Safety
1. The work contemplated under this project involves activities in and around confined
spaces. The Contractor and/or a Contractor-independently-retained employee or
safety consultant shall implement a confined space entry program in accordance
with OSHA standards to govern the presence and activities associated with working
in and around confined spaces. The Contractor shall, as a function of the Health and
Safety Plan, implement a confined space entry program.
2. The Contractor shall maintain a copy of the Confined Space Entry Program on-site at
all times. The Contractor shall take all necessary actions to ensure that the
Contractor's employees and the employees of other contractors have read,
understand and follow the plan. All employees to be utilized in confined space entry
work must present certificates indicating confined space entry training by an entity
certified to teach such training as defined by OSHA.
A. Pre-Work Submittals
1. The submittal above shall be provided to the Contract Administrator after the
Notice to proceed of the Contract but before commencing with the work. In
providing approval of the above submissions, the City assumes no liability for
the effectiveness of the plans and/or procedures. In no way does approval by
the City relieve the Contractor of any liability under the contract. The required
submittals are described in the following sections.
2. Contractor shall submit the following for approval:
A.Resident Notification Letter (Sample Letter Included)
B. Vehicular and Pedestrian Traffic Control Plan and Procedures
a. The Contractor shall prepare and submit a generic traffic control plan
that describes the measures that will be taken to control vehicular and
pedestrian traffic during the course of the project in areas where normal
traffic flow will be disrupted by the Contractor's operations.
b. During the course of the cleaning and inspection of the wastewater
collection system, it may become necessary or desirable to disrupt the
normal flow of vehicular or pedestrian traffic in work area. These
disruptions should be minimized and carried out in compliance with the
City of Corpus Christi rules and regulations regarding temporary traffic
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RFB Template 10.10.16
control and/or in compliance with other local entities having jurisdiction
over the control and disruption of normal traffic flow.
c. The Contractor shall also comply with the Texas Department of
Transportation Manual on Uniform Traffic Control Devices and standards
for traffic control in work areas. In the case of a conflict between
standards, the local codes will govern.
d. Any traffic control effort on major streets, arterials, or divided roads shall
be submitted to the City Traffic Engineering Department for approval
prior to implementing the traffic control plan. The Contractor is
responsible for coordination of traffic control measures between local
entities including, but not limited to, the City of Corpus Christi. The
Contractor shall identify the locations of area where permits are
required for work in right-of-ways in this plan. The City Administrator shall
provide the right-of way permits, if necessary, identified by the
Contractor upon ten (10) days advance notice by the Contractor of the
requirement of the permits. The plan should cover all project areas and
should have facilities and contingencies to cover all potential traffic
related situations.
C.Sanitary Sewer Overflow/Spill Response Plan
a. The Contractor shall prepare and submit a detailed Sanitary Sewer
Overflow/Spill Response Plan that describes, in detail, the measures that
the Contractor will implement in the event that the in authorized and
untreated wastewater is discharged from the collection system as result
of the Contractor's operations.
b. The City Administrator shall approve the plan prior to commencing work.
Approval of the plan does not, in any way, relieve the Contractor of any
liability under the contract. The plan shall include the following
components as a minimum:
• Sewage containment procedures
• Emergency notification
• Sewage cleanup procedures
• Flow Control/Bypass flow control and plan
c. The Contractor will be held liable for fines and costs, direct and indirect,
associated with sanitary sewer overflow/spills that are caused, directly or
indirectly, by its operations. The plan should cover work areas and should
have facilities and contingencies to cover all potential sanitary sewer
overflow abatement situations.
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RFB Template 10.10.16
D.Emergency Pipeline Blockage Plan
a. The Contractor shall prepare and submit a detailed Emergency Pipeline
Blockage Plan that describes, in detail, the measures that the Contractor
will implement in the event that the equipment that is being utilized by the
Contractor or his agents becomes lodged in the pipeline and is not
retrieved by non-intrusive methods.
b. The City Administrator shall approve the plan prior to commencing work
Approval of the plan does not, in any way, relieve the Contractor of any
liability under the contract, at a minimum, the plan shall include the
following components:
• Sewage containment procedures
• Emergency notification plan
• Sewage cleanup procedures
• Equipment removal
c. The Contractor shall be responsible for the removal of equipment using
non-intrusive methods. The Contractor will not utilize any intrusive methods
other than via existing manholes or structures. In situations where it will be
required to open the pipe for intrusive removal of equipment, the
Contractor shall contract the City immediately so that the City can
coordinate the removal of equipment for the Contractor.
d. If the cause of equipment removal is due to Contractor negligence, the
City will perform the operation and will in turn charge the Contractor for
such work, including material, equipment, labor and overhead for repairs
to pipelines, manholes, appurtenances, and surface restoration.
e. If the removal is due to sewer defeat that were unforeseen or not
avoidable (as determined by the City), then the City will provide at no cost
to the Contractor.
f. The Contractor will be held liable for fines, costs, direct, and indirect,
associated with sanitary sewer overflow/spill and/or sewer blockages that
are caused, directly or indirectly, by its operation.
g. The plan should cover all project areas and should have facilities and
contingencies to cover all potential pipe blockage and overflow
situations.
E. Health and Safety Plan (Including a Confined Space Entry Plan)
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a. The Contractor shall submit a Health and Safety Plan in accordance with
Occupational Safety and Health Administration (OSHA) Standards 29 CFR
1910 and 1926 to the City Administrator at or prior to the project kickoff
meeting. The Health and Safety Plan will be submitted and reviewed prior
to the start of work.
b. The Health and Safety Plan shall clearly state the hazardous substances that
may be encountered during the course of the Project and the protective
safety procedures and equipment requirements for all tasks to be
performed. Additional health and safety documents required are
• A written Hazard Communication and written Confined Space Entry
Program in accordance with City and OSHA standards.
• Safety Data Sheet File
• Operation guides and manuals for all equipment to be utilized on the
project.
• OSHA forms 200 and 101
c. The Contractor shall post all documentation as required by OSHA and the
City and the Contractor shall require all on-site employees and
subcontractors to read, sign and follow the Health and Safety Plan. A
signed copy of the Health and Safety Plan shall be kept at the work site at
all times. All Contractor employees and subcontractors shall be properly
trained in accordance with applicable standards and regulations. The City
shall not be responsible for any hazardous materials uncovered or revealed
at any site where work is being performed during this project.
d. The Contractor shall immediately notify the City Administrator of any
suspected hazardous materials before or during the performance of work
and shall take all necessary precautions to avoid the further spread or
contamination of the environment by the materials.
F. Sewage Backup/Building Remediation Services
G. Quality Control and Assurance Plan
H. Sewage Backup/Building Remediation Services
1.5 Pipe Cleaning
Technical Provisions
1 . General
The work covered by these specifications consists of furnishing all equipment,
materials, labor, supervision, and incidental items necessary to perform the cleaning
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of the sanitary sewer collection system. Equipment shall be capable of cleaning
and inspecting spans of sewer lines up to 1.500 linear feet or greater.
2. Cleaning Requirements
The City of Corpus Christi Utility Department Pre-Treatment Division must inspect all
equipment used by the Contractor to clean sewer lines or capture and transport
debris and material removed from the sewer collection system. Contact Contract
Administrator to schedule the inspection. All cleaning equipment and hauling
vehicles used on this project must also be registered with the TCEQ, and proof of this
registration must be provided to the City prior to any work being performed under
the contract.
3. Equipment Requirements
a. High-Velocity Jet (hydro Cleaning) Equipment
i. All high-velocity sewer cleaning equipment shall be constructed for ease and
safety of operation. The Contractor shall have a selection of two or more
high-velocity nozzle.
ii. The nozzles shall be capable of producing a scouring action from 10 to 60
degree in all size lines designed to be cleaned. The equipment shall carry its
own water tank, auxiliary engines, pumps, and hydraulically driven hose reel.
b. Hydraulically Propelled Equipment
i. The equipment used shall be of a 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 the flooding of the sewer.
The movable dam shall be equal in diameter to the pipe being cleaned
and shall provide a flexible scraper around the outer periphery to ensure
grease removal.
ii. If sewer cleaning balls or other equipment that cannot be collapsed are
used, special precautions to prevent the flooding of the sewers and public
or private property shall be taken by the Contractor. Damages or claims
resulting from backups and flooding shall be the responsibility of the
Contractor.
c. Mechanically Powered Equipment
i. Bucket and/or winch machines shall be in pairs with sufficient power to
perform the work in an efficient manner. Machines will be belt-operated or
have an overload device. Machines with a direct drive that could cause
damage to the pipe will not be allowed. A power rodding machine shall
be either a sectional or a continuous rod type capable of holding a
minimum of 750 feet of rod. The rod shall be specially heat-treated steel.
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d. Jet Vac (Vactor) Cleaning Equipment
i. Vactor cleaning equipment as necessary to remove debris during cleaning
operation.
4. Execution
a. General Sewer Line Cleaning
i. Sewer line cleaning shall be performed with hydraulically propelled high-
velocity jets, and/or mechanical power equipment. Equipment shall be
based on field conditions, such as access to manhole, type and quantity of
debris to be removed, size of sewer, and depth of flow. Selected equipment
shall be capable of cleaning spans of sewer main at a minimum of up to
1,500 linear feet without the need for a reverse set-up unless authorized by
the City Administrator.
ii. Hydraulic or mechanical means shall be used to remove all dirt, grease,
rocks, sand and other materials and obstructions from the sewer lines. The
Contractor shall provide a mechanism to prevent debris from moving
downstream from the line segment being cleaned. The method of cleaning
for each segment shall be based on site conditions and shall be approved
by the Engineer.
iii. Cleaning shall start from the upstream reaches of the study area or
neighborhood and progress downstream.
b. Pre-Cleaning Exploratory Investigation
i. Prior to commencing work on a line segment, the Contractor shall deploy an
exploratory CCTV through the pipeline to determine approximate average
debris levels and/or grout levels to determine payment under "Light to
Medium Cleaning", "Heavy Cleaning". "Light to Medium Grout Cleaning",
and Heavy Grout Cleaning" for payment classification purposes. For pipe
sections with normal wastewater debris, levels may be ascertained by debris
levels at in-line manholes, with the concurrence of the Engineer.
c. Root Removal
i. Roots shall be removed within the cleaning limits and shall be considered
part of sewer cleaning procedures. Special attention should be given during
the cleaning operations to ensure complete removal of roots from the joints.
Chemical means of root control or removal SHALL NOT be used on this
project.
d. Grease Removal
ii. Grease shall be removed within the cleaning limits and shall be considered
part of sewer cleaning procedures. Special attention should be given
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during the cleaning operations to ensure the complete removal of grease
from the top of the pipe. Procedures may include the use of mechanical
equipment, such as rodding machines, bucket machine and winches using
root cutters and porcupines, as well as equipment such as high-velocity jet
cleaners and hot water. Chemicals means of grease removal using an EPA-
approved chemical degreaser HALL NOT be used on this project without
prior authorization from the Contract Administrator.
e. Manhole Cleaning
Walls shall be washed using high pressure jet capable of 1,500 psi. Debris from
the vault or manhole shall be vacuumed and disposed of in same manner as
debris removed from the sewer main cleaning.
f. Debris Removal
i. The Contractor shall dispose of debris removed from cleaning operations on
this project at the Greenwood WWTP, location at 1541 Saratoga Boulevard,
Corpus Christi, Texas 78415, unless otherwise directed by the City
Administrator. The Contractor shall coordinate dumping with the City Utility
Department at all times. The Contractor shall not be charged for disposal at
the designated location for debris removed only from the City of Corpus
Christi sewer system under this contract. The City will be responsible for the
removal, cost, and disposal of dried solids. The Contractor will record debris
volumes on the City of Corpus Christi Cleaning Logs. The Contractor shall not
dispose of any debris from any other source(s) other than the City of Corpus
Christi wastewater collection system at the Greenwood WWTP. Debris
removal shall be included in the price bid for the various pipe line cleaning
items.
ii. The Contractor will be responsible for obtaining and maintaining all
necessary permits to transport sludge waste in the State of Texas and the City
of Corpus Christi.
g. Cleaning and Inspection Notification
i. The success of the Corpus Christi Utility Department Sewer Cleaning and
Inspection Program is dependent upon close coordination of the City and
Contractor activities affecting the City of Corpus Christi Utility Department
customers in an effort to maintain customer cooperation. The following are
the requirements for notifying affected customers of cleaning and television
inspection activities. All procedures must be followed:
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ii. A notice ("flyer") shall be provided to each residence and business a
minimum of two (2) full working days prior to working in the area. The
Notification flyer will inform the occupants of the purpose of the work, the
possible events that may occur, and the telephone numbers to call if
questions or problems arise. The master flyer for Notification will be provided
to the Contractor for use in making all necessary copies of the flyer on white
paper for distribution to residences and businesses.
iii. The Contractor shall, on a daily basis, document all distribution of flyers.
Documentation at a minimum shall include maps that show the areas that
were notified, as well as the date and name of the person completing the
notification. The Contractor shall provide this information to the Engineer and
the City on a daily basis. The Contractor shall schedule work to be
completed within five (5) working days from the day that the notices are
distributed. If the work is unable to be completed in the notified area before
the end of five working days, the area will be re-notified.
h. Cleaning Precautions
i. During sewer cleaning operations, satisfactory precautions shall be taken in
the use of cleaning equipment. When hydraulically propelled cleaning tools
(that depend upon water pressure to provide their cleaning force) or tools
that retard the flow in the sewer line are used, precaution shall be taken by
the Contractor to ensure that the water pressure created does not damage
or cause flooding of public or private property being served by the sewer.
ii. When additional water from fire hydrants is necessary to avoid delays in
normal work procedures, the water shall be conserved and not used
unnecessary. No fire hydrants shall be obstructed in case of a fire in the area
served by the hydrant or as restricted by the City. The Contractor shall use a
double backflow prevention device mounted on the fire hydrant in cases
where the fire hose connected to the cleaning equipment is considered
susceptible to contamination, regardless of the backflow configuration on
• the cleaning equipment.
iii. The Contractor shall be responsible for any damages caused by its actions
during this project. The Contractor will comply with all City of Corpus Christi
Utility Department requirements.
i. Remediation of Backup into Buildings
i. Backups into buildings that occur during cleaning, inspecting, or plugging,
require immediate remediation using the services of a local firm specializing
in cleaning and disinfecting residences and business.
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ii. Upon discovery that a backup has occurred, the Contractor will immediately
notify the Contract Administrator who will investigate the incident. The
Contractor shall dry up the spill immediately and dispatch the cleaning
service to professionally clean and disinfect the area.
iii. The cleaning service firm shall be at the customer site within three hours of
notification of backup occurrence, or otherwise schedule by customer. All
communication will be through the Contract Administrator.
iv. Documentation of the remediation services provided shall be given to the
Contract Administrator. In the event that the customer refuses the
remediation services, the Contractor shall provide a business card and
contact name to enable the customer to schedule shall be documented by
the Contractor and provide to Utility Department Representative.
j. CCTV Requirements
1. General
a. Closed circuit television inspection will typically be done under one or
more of the conditions listed below. Requirements for on-screen labeling
during each line segment set up televising, video file labeling and hard
copy inspection reports will be specifically addressed. The Contractor
shall neither request nor receive assistance from the City in the
performance of work described in this specification.
b. Unless otherwise specified and at the Contractor's expense, the
Contractor shall provide for the control of wastewater flows and
monitoring of the-collection system for back-ups and surcharges, while
flow control devices are in place.
2. Inspection Equipment and Methods
a. Electronic inspections software that is NASSCO PACP (version 6.0 or
greater) compliant shall be used to record the condition of each pipe
segment inspected. The minimum header information required for each
inspection is presented in Header Field Checklist herein.
b. Video inspection is to be performed in the field by a NASSCO Pipeline
Assessment and Certification Program (PACP) certified operator. The
operator name and NASSCO certification number is required on each
inspection.
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c. The Contractor will perform closed circuit video inspections of the sewers
using current state-of-the-art technology and trained employees. CCTV
camera will use high-resolution color with an adjustable iris focus.
d. The CCTV camera will have pan-and-tilt capabilities that allow up close
and right-angled inspections of defected and other significant
observations. The video camera will be equipped with a minimum of 1000
feet of video cable. Lighting on video camera will be suitable to allow
proper illumination and clear video image of the entire periphery of the
pipe. The camera will be operative in 100% humidity conditions. The
camera, television monitor, and other components of the video system
will produce a high quality video image.
e. The capture system shall have the capability of recording, digitizing, and
storing single frames of video images and "real time" live video, as well as
collecting, storing, and printing pipeline inspection data for graphic
display and report generation. The imaging capture system shall store
digitized picture images, have the ability to export picture files to industry
standard formats (jpg or format acceptable to City Administrator), be
transferable to flash drives, DVDs or hard drives, and have the ability to be
printed. In every case, all observations will be recorded in the field by
currently certified PACP operators using PACP codes and protocols. Post
inspection coding in an office will not be accepted.
f. Footage distance measured by the video system will be accurate within
1%and will be used to determine footage for reporting and payment. The
PACP distance between manholes (from exit wall to entrance wall) will be
the reference point used to determine footage measurements. Video
inspection will not exceed a traverse rate of 30 feet per minute to ensure
that the sewer line can be thoroughly examined by the City while
reviewing video.
g. During the transit, the display must show the continued distance from the
insertion manhole with an accuracy of+/- 1% of the actual length to help
mark observations on the report form. The video must display all notable
PACP observations/codes.
h. The Inspection Report shall consist of conditions observations recorded
using computer software generated formats conforming to NASSCO
PACP version 6.0 or greater. Items considered notable include: deviations
in alignment and grade; abnormal conditions of the pipe barrel and joints;
locations and quantities of any sources of infiltration or inflow; dropped,
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broken, properly/improperly installed service taps; debris, roots or other
impediments to flow; and any other conditions that may either prevent
the proper completion of the inspection or affect any proposed
rehabilitation process. The camera should be panned and tilted at each
(if any) observed service connection.
Each pipe segment (manhole to manhole) shall be identified with an initial text screen and
completed in accordance with Pipeline Assessment and Certification Program (PACP)'s CCTV
inspection form header instructions and shall be as follows:
Header Field Checklist
Field # Header Field Mandatory Required for this
Project
1 Surveyed By X
l a Certificate No. X
2 Owner X
3 Customer X
4 Drainage Area
5 Sheet Number X
6 P/O Number
7 Pipe Segment Ref. (PSR) X
8 Date X
9 Time
10 Street X
l0a City X
11 Location Details
12 Upstream MH No. X
13 Upstream MH Rim to Invert
14 Upstream MH Grade to Invert
15 Upstream MH Rim to Grade
16 Downstream MH No. X
17 Downstream MH Rim to Invert
18 Downstream MH Grade to Invert
19 Downstream MH Rim to Grade
20 Sewer Use X
21 Direction X
22 Flow Control X
23 Height X
24 Width X
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25 Shape X
26 Material X
27 Lining Method
28 Pipe Joint Length X
29 Total Length X
30 Length Surveyed X
31 Year Laid
32 Year Renewed
33 Media Label
34 Purpose
35 Sewer Category
36 Pre-Cleaning X
36a Date Cleaned X
37 Weather X
38 Location X
39 Additional Info. (Street or Easement) X
40 W/O # X
41 Project X
42 Pressure Value
3. Flow Control
a. The line shall be dewatered during inspection. A water jet cleaning unit
will normally be running in the advance of the television camera to allow
for the highest quality picture, along with a 360-degree view of the
pipeline. Dewatering shall remove standing water and visible moisture
from the line segment to provide a clear 360-degree view of the pipe
being televised. An excessively high water level, condensation resulting in
a blurred lens, or a submerged camera may be ground for rejection of the
inspection.
b. All sewer flow from intersecting lines, which cannot be drawn down with
hydraulic jet nozzle, shall typically be controlled through the use of in-line
plugs and/or vacuum trucks, and to the inspection for all lines sizes up to
60" inches in diameter. Plugs in interesting lines shall be installed by the
Contractor. The Contractor shall also monitor the upstream system for
back-ups and surcharges, which may lead to Sanitary Sewer Overflows
(SSOs). The Contractor shall immediately report all sanitary sewer overflows
to the City Administrator and City Call Center at (361) 826-2489. Flow
Control devices shall be installed in accordance with all applicable OSHA
and plug manufacturer recommendations, including, but not necessary
limited to, confined space protocol. The Contractor certifies that all
personnel working on the project have been trained in confined space,
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use of flow control devices per manufacturer recommendation, traffic
controls, and hazards associated with working in wastewater collection
systems.
c. No bypass pumping is anticipated under this scope of work.
4. CCTV Reverse Set-Up
A CCTV reserve set-up is an attempt to view the line segment from the
opposite direction due to an obstruction encountered during the initial set-up
or a line segment that exceeds,the 1000 feet CCTV cable length.
5. Easement Access
The Contractor will be responsible for providing equipment, including, but not
limited to portable CCTV equipment, vehicles capable of transporting TV
equipment and accessing remote easements, and adequate cleaning
equipment to perform the cleaning and inspection of lines located within
easement areas. Easement areas are defined as those areas not accessible
to normal vehicular traffic.
6. Work Hours
Normal working hours shall be considered 8 AM to 5 PM, Monday- Friday for
the duration of the project. When authorized/required by the City
Administrator, the Contractor may perform inspection to be done during low
flow periods, to minimize impacts on traffic safety, or for other reasons
determined by the City.
7. Confined Space Entry
When necessary to complete cleaning and inspection activates (including,
but not limited to plugging, flow control, etc.), the Contractor may enter
manholes. All pertinent OSHA regulations will be followed, and the Contractor
will provide copies of confined spaces entry permits, if requested.
8. Deliverable
a. Television Inspection Logs
Electronic media inspection logs/record shall be kept by the Contractor
and will clearly show the location, by distance in 1/10 of a foot, from the
manhole wall, in relation to an adjacent manhole of each observation
during inspection. In addition, other points of significance, such as
locations of service connections, unusual conditions, roots, storm sewer
connections, unusual conditions, roots, storm sewer connections, cracks,
fractures, broken pipe, presence of scale and corrosion, and other
discernible features, as defined in the PACP defect codes, will be
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recorded on electronic media, and a copy of such records will be taken
by the Contractor. Photographs shall be located by distance in 1/10 of a
foot, from the manhole wall, in relation to an adjacent manhole.
b. Electronic Media Recordings
i. The purpose of electronic media recording shall be to supply a visual
record of the entire line segment that may be viewed by the Owner.
Each original electronic media recording of conditions and defeats will
be delivered to the City at least monthly, which summarizes the lines
completed during the period. The submittal must agree with the
monthly billing request in tern-is of unit quantities and electronic
deliverables.
ii. The Contractor is required to provide NASSCO PACP compliant
computer software-generated Inspection Report products to the
Owner, as a result of each work order issued. Acceptable submission
become the property of the City. The electronic recordings will have
ready-only software that will facilitate the viewing and printing of
additional copies of the inspection report and the digital photographs.
The CD, DVD-ROM, or hard drive will also include video that can be
viewed. The electronic recordings will be compatible with Microsoft
Windows 7 and will be delivered to the Utility Department within ten (10)
calendar days of the last day of the performance period.
c. Quality Control
i. Inadequate main sewer preparatory cleaning, camera distortion,
inadequate lighting, dirty or submerged lens, and blurry or hazy pictures
that are determined to be the fault of the Contractor will be cause for
rejection of the inspection effort. If the City does not approve of the
quality of the deliverables, the Contractor shall repeat the
documenting process at no cost to the City.
d. Upon Completion of the Project
i. Submission of one properly labeled flash drive, hard drive, or DVD (as
appropriate for the size of the project) will be required, along with one
hard copy report. The media will be properly labeled to identify the
contents. The media will be labeled, either typed or neatly printed,with
the following information on the cover/container with electronic text
included on the root drive of the media:
Project Name
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• Work Order
• Contractor Name, Address, Contact Number
• Date
ii. All required reports, databases, photographs, and video are to be from
City approved, software-generated formats. Hard copy reports will be
printed single-side on 8 1/2 " x 11" paper, in color, to improve the
definition of problem areas, and delivered with the media.
iii. The final project submittal must be reconciled with the monthly billing
with regards to quantitiesof work completed or any exceptions noted.
Hard On
Copy Media
1 . Project Summary Report (pdf or approved
equal) ✓ ✓
2. CCTV Defect Listing Log (pdf or approved
equal) ✓ ✓
3. Condition Code Summary (pdf or approved
equal) ✓ ✓
4. Cleaning Log (pdf or approved equal) ✓ ✓
5. NASSCO PACP compliant Access Database ✓
6. Video Files (mpeg, wmv or approved equal) ✓
7. Defect photographs (jpeg or approved
equal) ✓
8. Cleaning Log Summary (xls or approved
equal) ✓
iv. One report is required for each project (which may consist of an entire
main line) The Contractor's supposed software must be approved
before the first Work Order is initiated. The final submittal must include
a table of contents that summarizes all line segments that were
cleaned, televised, and inspected with CCTV logs arranged in order by
the PACP PSR identification number, beginning with the lowest number
up to the highest number. The Contractor shall submit a sample of the
proposed report to the City for review and approval
9. Measurement and Payment
A. Measurement
1 . The qualities for payment under each work order shall be determined
by field measurement prior to the approval of the work order being
issued.
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•
2. The City does not expressly or implicitly agree that the actual amount
of the work to be done in the performance of the contract will
correspond with the quantities in the Bid Proposal Sheet. The amount
of work to be done may be more or less that said quantities and may
be increased or decreased by the City as circumstances may require.
The increase or decrease of any quantity shall not be regarded as
grounds for an increase in the unit price or in the time allowed for the
competition of the work, except as provided in the contract
documents.
B. Payments
1. Payments to the Contractor shall be made on the basis of the prices in
the contract and shall constitute full and complete payment for
furnishing all materials, labor, tools and equipment, for providing all
reports and data deliverables and for performing all operations
necessary to complete the work included in the work orders. Such
compensation shall also include payments for any loss or damages
arising, directly or indirectly, from the work or from any discrepancies
between the actual quantities of work and those shown in the work
orders. Unless otherwise noted in contract, the prices include all costs
and expenses for mobilization, including, but not limited to: taxes,
labor, licenses, equipment, materials, commissions, transportation
charges and expenses, patent fees and royalties, labor for handling
materials during inspection, and the maintenance of traffic, along with
any and all other costs and expenses for performing and completing
the work, as described in the delivery order and specified herein.
2. The basis of payment for an item at the price shown in the contract
shall be in accordance with its description of the item in this Section
and as related to the work specified. Unit prices will be applied to the
actual quantities furnished and installed in conformance with the work
orders.
3. The Contractor's attention is called to the fact that the quotations for
the various items of work are intended to establish a total price for
completing the work in its entirety, including the necessary reporting
and documentation.
C. Payment Items
a. Mobilization
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1. Item No. 1 Sewer Cleaning, CCTV Job Mobilization
This price shall be per each mobilization for each sewer
cleaning/inspection work order unless work crews are onsite and
given continuous, consecutive work orders. Payment for job
mobilization shall be for all items and shall be included in the lump
sum price. This item will include all operations necessary for the
preparatory work and operations in mobilizing to begin work on the
project, including, but not limited to: multiple operations necessary
for the movement of personnel equipment, supplies, and
incidentals to the project site; sanitary and other facilities as
required by these specifications and state and local laws and
regulations, along with any other pre-construction expense
necessary for the start of the work; permits and fees, construction
schedules, shop drawings, temporary facilities, lay down
storage area, construction aids, pre-construction
documentation, traffic control devices, work associated with the
Contractor support during reviews and inspection, re-inspection
and storage, and final site clean-up.
2. Item No. 2 Emergency Job Mobilization
a. This lump sum item shall be for mobilization within 4 hours of
notification and authorization from the City.
b. Payment for emergency mobilization shall be for all items and
shall be included in the lump sum price. This item will include all
operations necessary for the preparatory work and operations
in mobilizing to begin work on the emergency project,
including, but not limited to: multiple operations necessary for
the movement of personnel, equipment, supplies and
incidentals to the project site, sanitary and other facilities as
required by these specifications and state and local laws and
regulations, along with any other pre-construction expense
necessary for the start of the work; permits and fees,
construction schedules, shop drawings, temporary facilities, lay
down storage area, construction aids, pre-construction
documentation, erosion control, traffic control devices,
temporary traffic control plans, work associated with the
Contractor support during reviews and inspection, re-
inspection and storage, and final site clean-up.
D. Traffic Control
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a. Item No. 3 Arterial Streets Traffic Control for (Five Lanes or
Greater)
This lump sum price is per day for traffic control devices for
arterial streets for each work order.
b. Item No. 4 Collector Streets Traffic Control for (Three or Four
Lanes)
This lump sum price is per day for traffic control devices for
collector streets for each work order
c. Item No. 5 Residential Streets Traffic Control for (Two Lanes)
This lump sum price is per day for traffic control devices for
residential streets for each work order.
d. Item No. 6 TxDOT ROW for Traffic Control
e. This price is per day for traffic control devices for work adjacent
to, in, or under TxDOT ROW for each work order.
f. Item No. 7 Changeable Variable Message Boards
Price and payment per day will be full compensation for
furnishing, installing, operating, relocating, maintaining and
removing changeable message signs.
E. Line Cleaning
a. Item Nos. 8 - 17 Line Cleaning, Light to Medium Cleaning
1 . Light to medium cleaning is for pipes with 0% to 20% (inches of
debris/diameter of pipe x100) debris levels.
2. Pipe size shall be the diameter of the pipe or slip liner.
3. Measurement shall be made and based on the horizontal
projection of the centerline of pipe in which cleaning was
performed between manholes, measured to the nearest foot from
inside wall of the manhole to the inside wall of the other manhole,
and not including the manhole chamber.
4. Payment will be paid at the unit price per linear foot for the gravity
main size.
b. Item Nos. 18-27 Line Cleaning, Heavy Cleaning
1. Heavy cleaning is for pipes with 20% or greater (inches of
debris/diameter of pipe x 100) debris levels.
2. Pipe size shall be the diameter of the pipe or slip liner.
3. Measurement shall be made and based on the horizontal
projection of the centerline of pipe in which cleaning was
performed between manholes, measured to the nearest foot from
inside wall of the manhole to the inside wall of the other manhole,
and not including the manhole chamber.
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•
4. Payment will be paid at the unit price per linear foot for the gravity
main size.
c. Item Nos. 28 - 37 Line Cleaning, Grout Removal, Light to Medium
Cleaning
1. Grout that is present in the line due to faulty previous liner
installation. For pipes with 20% or less (inches of grout/diameter of
pipe x 100) grout debris levels.
2. Pipe size shall be the diameter of the pipe or slip liner.
3. Measurement shall be made and based on the horizontal
projection of the centerline of pipe in which grout cleaning was
required and performed, measured to the nearest foot.
4. Payment will be paid at the unit price per linear foot for the gravity
main size.
d. Item Nos. 38-47 Line Cleaning, Grout Removal, Heavy Cleaning
1. Grout that is present in line due to faulty previous liner installation.
For pipes with greater than 20% (inches of grout/diameter of pipe x
100) grout debris levels.
2. Pipe size shall be the diameter of the pipe or slip liner.
3. Measurement shall be made and based on the horizontal
projection of the centerline of pipe in which grout cleaning was
required and performed, measured to the nearest foot.
4. Payment will be paid at the unit price per linear foot for the gravity
main size.
e. Item No. 48 Reverse Set-Up
1 . Reverse CCTV Set-Up shall only be measured and paid if an
obstruction is encountered during the initial set-up that could not
be removed, requiring the Contractor to relocate to another
manhole, upstream or downstream of the original manhole, and/or
if the segment length exceeds the cleaning hose (1500 feet) or
CCTV cable (1000 feet) lengths. No reverse set-up fee will be
authorized if the CCTV camera does not fit due to physical
restrictions at the reverse location.
f. Item No. 49 Add For Items 8-47
1 . Price per Linear Foot (additional) For Approved Scheduled After-
Hours Work and/or emergency call outs, All Pipe Sizes.
F. CCTV Inspection
a. Item Nos. 50-59 CCTV Inspection
1 . Measurement shall be based on the linear feet of sewer main
televised.
Page 22 of 30
RFB Template 10.10.16
2. Pipe size shall be the diameter of the pipe or slip liner.
3. Payment will be at the contract unit price shown for linear feet and
shall be full compensation for the item of work completed. The
deliverables shall be acceptable to the City. If the deliverable is
unacceptable, the Contractor shall re-televise the sewer main to
ensure that it is acceptable to the City, at the Contractor's cost.
The unit price shall provide full compensation for all work required,
including, but not limited to: mobilization, furnishing all labor,
equipment and materials, for cleaning, flow isolation, TV inspection,
and all incidentals related to sewer mains inspection.
Page 23 of 30
RFB Template 10.10.16
CORPUS CHRISTI LARGE DIAMETERNI
SANITARY SEWER MAINS TO BE CLEANED: ' +
ALLISON TREATMENT AREA
.
y
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Wastewater Gravity Mains
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PIP ESIZE
-16 in 4.73 Miles
-20 in 2.16Miles
-21 in:0.05 Miles
X24 in.2.62Mibs
.......26 in 0.05 Miles 2},..,..... . ..,:,..:.
27 in:1.69 Miles _
30 in.0.40 Miles
36 in:9.71 Miles
42 in:0.00 Miles
46 in:0.01 Miles
X54 in:0.00 Miles
60 in 0.00Miles .lR7i
Dare:7/1)r201e..n:
Document Pall,%�PropctslWas4WaleALar0e Diameter Sewer Lleanirp,TreaMwrMreas 287143
CORPUS CHRISTI LARGE DIAMETER
SANITARY SEWER MAINS TO BE CLEANED:
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f,.
r
-i
Wastewater Gravity Mains
PIPESIZE
18 in:206 Miles
s.26 in:0.01 Miles
e .21 in:1.49 Miles
24 in:4 69 Miles
26 in:0.00 Miles
27 in:1.20 Mlles
30 in.0.30 Miles
so
36 in:2.40 Miles .44
42 in 0.40 Miles •
-^4s48 in 0.47 Miles
..64 in:0.00 Miles
. .60 in 0.00 Miles
Date 727/2016
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CORPUS CHRISTI LARGE DIAMETER
SANITARY SEWER MAINS TO BE CLEANED +
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SANITARY SEWER MAINS T.0 BE CLEANED: .. ,
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54 in:1 09 Mles
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PIP ESIZE
18 in:3.08 Miles
420 in:0.00 Miles
X21 in:0.11 Miles
..424 in:026 Miles
28 in:0.00 Miles
27 in:0.00 Miles
30 in:0.00 Miles
36 in:000 Miles
42 in:0.00 Miles
ii48 in:0.02 Miles /
X54 in:000 Miles
SBO In:0.00 Miles
Dab:1127/2016
Document Pat:X:Projects\N4ssWateiLLotoo Demeter Sower Cle.6eguTraatmentaraaa 26Cleane4rred
CORPUS IL CHRISTI LARGE fDIAMETER n
SANITARY SEWER MAINS TO BE CLEANEp:,, . •
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. e. Miles
20 in 0 07 Miles /
.1. 21 on 2 20 Miles
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—....24 on 10 89 Miles
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26 in 0 00 Miles i
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27 in 0.60 Miles
30 on 0 53 Moles ,,,,
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42 in 261 Moles '
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Dtea7/22 2016
Moment Path X 117rojectakWas0WatALarge Diameter Sewer Cleaning TreatmentAreas20Creare,rred —JO p
CORPUS CHRISTI LARGE DIAMETER
SANITARY SEWER MAINS TO BE CLEANED: IL
WHITECAP TREATMENT AREA
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Wastewater Gravity Mains
PIPESIZE
-18 in:0.77 Miles
X20 in:0.00 Miles _
4...421 in:0.34 Mlles `'
..424 in:0.00 Miles
.444426 In:0.00 Miles
27 in:0.00 Miles
30 in:072 Miles
36 in:0.71 Miles
42 in:0.00 Miles
48 in:0.01 Miles
454 in:0.00 Miles
S BO in:0.00 Miles Date.7272016
Document Path.X1ProjectsAWesteWate,`.Larae Demeter Sewer Cleaning,TIeatmentereas 2BCleaned and
Attachment B: Bid/Pricing Schedule
olusc
w° r _in CITY OF CORPUS CHRISTI
—gi I BI® FORM
U +
PURCHASING DIVISION
,'
�hCoflPOPa���
iss2 RFB No.194
Closed Circuit Televised (CCTV) Cleaning and
Inspection of Large Diameter Wastewater Line
Date: /- o'1O-/7 PAGE 1 OF 2
CS,L"G➢o'.'$o/ -ell Lie eibet Authorized
Bidder: e/P.ia.vServe ACL e Signature: ji
- f
1. Refer to "Instructions to Bidders" and Contract Terms and Conditions before
completing bid.
2. Quote your best price for each item.
3. In submitting this bid, Bidder certifies that:
a./the prices in this bid have been arrived at independently, without consultation,
communication, or agreement with any other Bidder or competitor, for the
purpose of restricting competition with regard to prices;
b.'Bidder is an Equal Opportunity Employer; and the Disclosure of Interest information
onfile with City's purchasing office, pursuant to the Code of Ordinances, is current
and true.
c.'Bidder is current with all taxes due and company is in good standing with all
required governmental agencies.
d:/Bidder acknowledges receipt and review of all addenda for this RFB.
e./The estimated.quantities of services are as noted on the Bid Sheet herein.Although
actual quantities may vary, the descriptions and estimated quantities are to form
the basis of the unit prices submitted by the Bidder.
Item *: Descri tion
.:. p UNIT QTY Unit Price Total Price
1 JOB MOBILIZATION SEWER EA 6
CLEANING, //700°' //aoo o°
CCTV
2 JOB MOBILIZATION EMERGENCY EA 1 qs--Op oo 02/s-do. ou
3 TRAFFIC CONTROL ARTERIAL DAY 20
STREET /a mo !� ao� ov
4 TRAFFIC CONTROL COLLECTOR DAY 10
1
STREET .0-00. 00 is; 0,,,,, oo
5 TRAFFIC CONTROL LOCAL DAY 20
ACCESS STREET /0000 490a °6
Item Description UNIT QTY Unit Price Total Price
6 TRAFFIC CONTROL TXDOT ROW DAY 5 36'00.00 / ov
7 TRAFFIC CONTROL CHANGEABLE DAY 40
VARIABLE 5.-c2.O0 / avv.
MESSAGE
BOARDS (EA)
8 LIGHT TO MEDIUM 18" PIPE SIZE LF 2,500 02:JS.- 5-.3 TS�ov
CLEANING 1
9 LIGHT TO MEDIUM 20-21" PIPE LF 1,500 a. /5- oe
CLEANING SIZE• .. a
10 LIGHT TO MEDIUM 24" PIPE SIZE. IF 2,500 , 7/.25_,I,
CLEANING
11 LIGHT TO MEDIUM 27" PIPE SIZE LF 1,200 a gS- 3*5(.2oov
CLEANING
12 LIGHT TO MEDIUM 30" PIPE SIZE LF 1,200 s: s- ,7ro. 0°
CLEANING
13 LIGHT TO MEDIUM 36" PIPE SIZE LF 1,500 s:-6s-
CLEANING
-6S CLEANING
14 LIGHT TO MEDIUM 42" PIPE SIZE LF 1,200 t‘_ 0 Ifo$G, e'
CLEANING
15 LIGHT TO MEDIUM 48" PIPE SIZE LF 800 6. .re, 3The o. w
CLEANING
16 LIGHT TO MEDIUM 54" PIPE SIZE LF 800 q. 30 eo
CLEANING
17 LIGHT TO MEDIUM 60" PIPE SIZE LF 800 5j 3O 7 41(t1?oC
CLEANING
18 HEAVY CLEANING 18" PIPE SIZE IF 2,500 '/O o2oa$'O ab
19 HEAVY CLEANING 20"-21" PIPE LF 1,500 f./e2 /a /5O, p°
SIZE
20 HEAVY CLEANING 24" PIPE SIZE LF 2,500 /0?
21 HEAVY CLEANING 27" PIPE SIZE LF 1,200 /2. SS- /4', fay. A'
22 HEAVY CLEANING 30" PIPE SIZE LF 1,200 4-y. 70 aq,690. 66
23 HEAVY CLEANING 36" PIPE SIZE LF 1,500 70. 32 0517. 00
24 HEAVY CLEANING 42': PIPE SIZE LF 1,200 4g. IS.. 3' '?V0.°o
25 HEAVY CLEANING 48" PIPE SIZE LF 800 A9, /S'" (23, jo?O_oo
26 HEAVY CLEANING 54" PIPE SIZE LF 800 1/ Jm 33,36 O. °°
27 HEAVY CLEANING 60" PIPE SIZE LF 800 // 7a 33 36° °t)
28 LIGHT TO MEDIUM GROUT 18" PIPE SIZE IF 500 `lf, $'V ' oZ�j O. o�
REMOVAL CLEANING
Item Description UNIT QTY Unit Price Total Price
29 LIGHT TO MEDIUM GROUT 20%21" PIPE LF 250 •5"-E, o2,1 5-vo
REMOVAL CLEANING SIZE
30 LIGHT TO MEDIUM GROUT 24" PIPE SIZE LF 500 /b:Ito 3,-.20c! "
REMOVAL CLEANING
31 LIGHT TO MEDIUM GROUT 27" PIPE SIZE LF 150 /0.40 /5-4,0. 00
REMOVAL CLEANING
32 LIGHT TO MEDIUM GROUT 30" PIPE SIZE LF 150 42. 7S ,' 9/R.ro
REMOVAL CLEANING
33 LIGHT TO MEDIUM GROUT 36" PIPE SIZE LF 250 1e2. 73 3 i7Ja
• REMOVAL CLEANING
34 LIGHT TO MEDIUM GROUT 42" PIPE SIZE IF 150 /C 00
REMOVAL CLEANING �-S o0
35 LIGHT TO MEDIUM GROUT 48" PIPE SIZE LF 75 0 710257-00
REMOVAL CLEANING
36 LIGHT TO MEDIUM GROUT 54" PIPE SIZE LF 75 p /q/ ry
REMOVAL CLEANING
37 LIGHT TO MEDIUM GROUT 60" PIPE SIZE LF 75
076--;s--0 j 9i.7. s-c,
REMOVAL CLEANING
38 HEAVY GROUT REMOVAL 18" PIPE SIZE IF 500 ?o• 96' /0/1'75: o°
CLEANING
39 HEAVY GROUT REMOVAL 20" - 21" PIPE LF 250 02:0. yS 37 ro
CLEANING SIZE ,
40 HEAVY GROUT REMOVAL 24" PIPE SIZE LF 500 2� S's="
CLEANING ia,aTs
41 HEAVY GROUT REMOVAL 27" PIPE SIZE LF 150 5-3- 3�9'(3'O
CLEANING
42 HEAVY GROUT REMOVAL 30" PIPE SIZE LF 150
CLEANING (AI. 7d5-� p0
43 HEAVY GROUT REMOVAL 36" PIPE SIZE LF 250 .R 9• 7o v00
CLEANING 7oZS
44 HEAV
A Y GROUT REMOVAL 42" PIPE SIZE LF 150 37_5S- g� 3aS. -
CLNG
45 HEAVY GROUT REMOVAL 48" PIPE SIZE LF 75 3 7 S S'
CLEANING a h,.2S
(p
46 HEAVY GROUT REMOVAL 54" PIPE SIZE LF 75 5— 00 0enQ oV
CLEANING
47 HEAVY GROUT REMOVAL 60" PIPE SIZE LF 75 5 "
CLEANING
`'°
48 REVERSE SETUP ALL PIPE SIZES EA 10 e° ao
49 ADDER FOR ITEMS 8-47 COST PER LF 100
=
(ADDITION)
re,. ��
50 CCTV 18" PIPE SIZE LF 2,500 'ov
- �s a ias.
Item Description UNIT QTY Unit Price Total Price
51 CCTV 20" - 21" PIPE LF 1,500 0 63— / i 7' coo
SIZE
52 CCTV 24" PIPE SIZE LF 2,500 . qo .2,a3-0. 00
53 CCTV 27" PIPE SIZE LF 1,200 lo 4 Fw. vo
54 CCTV
30" PIPE SIZE IF 1,200 6,5-- /a 6 p 00
55 CCTV 36" PIPE SIZE LF 1,500
/. 0S_ 45--75-:
•
56 CCTV 42" PIPE SIZE IF 1,200 /. / 340. 00
57 CCTV 48'` PIPE SIZE LF 800 /. /0 gced oa
58 CCTV 54" PIPE SIZE LF 800 .ad (2.06
59 CCTV 60" PIPE SIZE LF 800 /.,2 0 no. 00
Total
5-34 3S3. �-��
Attachment C: Insurance/Bond Requirements
CONTRACTOR'S LIABILITY INSURANCE
A. Contractor must not commence work under this contract until all insurance required has
been obtained and such insurance has been approved by the City. Contractor must
not allow any subcontractor, to commence work until all similar insurance required of
any subcontractor has been obtained.
B. Contractor must furnish to the City's Risk Manager and Contract Administrator one (1)
copy of Certificates of Insurance with applicable policy endorsements showing the
following minimum coverage by an insurance company(s) acceptable to the City's Risk
Manager. The City must be listed as an additional insured on the General liability and
Auto Liability policies by endorsement, and a waiver of subrogation endorsement is
required on all applicable policies. Endorsements must be provided with Certificate of
Insurance. Project name and/or number must be listed in Description Box of Certificate
of Insurance.
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
30-day advance written notice of Bodily Injury and Property Damage
cancellation, non-renewal, material change Per occurrence - aggregate
or termination required on all certificates and
policies.
COMMERCIAL GENERAL LIABILITY including: $1,000,000 Per Occurrence
1. Commercial Broad Form $2,000,000 Aggregate.
2. Premises - Operations
3. Products/ Completed Operations
4. Contractual Liability
5. Independent Contractors
6. Personal Injury- Advertising Injury
AUTO LIABILITY (including) $1,000,000 Combined Single Limit
1. Owned
2. Hired and Non-Owned
3. Rented/Leased
WORKERS'S COMPENSATION Statutory and complies with Part II of
(All States Endorsement if Company is not this
domiciled in Texas) Exhibit.
Employers Liability $500,000/$500,000/$500,000
POLLUTION $1,000,000.00
C. In the event of accidents of any kind related to this contract, Contractor must furnish
the Risk Manager with copies of all reports of any accidents within 10 days of the
accident.
Page 1 of 3
RFB Template 10.10.16
II. ADDITIONAL REQUIREMENTS
A. Applicable for paid employees, Contractor must obtain workers' compensation
coverage through a licensed insurance company. The coverage must be written on a
policy and endorsements approved by the Texas Department of Insurance. The
workers' compensation coverage provided must be in statutory amounts according to
the Texas Department of Insurance, Division of Workers' Compensation. An All States
Endorsement shall be required if Contractor is not domiciled in the State of Texas.
B. Contractor shall obtain and maintain in full force and effect for the duration of this
Contract, and any extension hereof, at Contractor's sole expense, insurance coverage
written on an occurrence basis by companies authorized and admitted to do business
in the State of Texas and with an A.M. Best's rating of no less than A- VII.
C. Contractor shall be required to submit renewal certificates of insurance throughout the
term of this contract and any extensions within 10 days of the policy expiration dates.
All notices under this Exhibit shall be given to City at the following address:
City of Corpus Christi
Attn: Risk Manager
P.O. Box 9277
Corpus Christi, TX 78469-9277
D. Contractor agrees that, with respect to the above required insurance, all insurance
policies are to contain or be endorsed to contain the following required provisions:
• List the City and its officers, officials, employees, and volunteers, as additional insured by
endorsement with regard to operations, completed operations, and activities of or on
behalf of the named insured performed under contract with the City,with the exception
of the workers' compensation policy;
• Provide for an endorsement that the "other insurance" clause shall not apply to the City
of Corpus Christi where the City is an additional insured shown on the policy;
• Workers' compensation and employers' liability policies will provide a waiver of
subrogation in favor of the City; and
• Provide thirty (30) calendar days advance written notice directly to City of any,
cancellation, non-renewal, material change or termination in coverage and not less
than ten (10) calendar days advance written notice for nonpayment of premium.
E. Within five (5) calendar days of a cancellation, non-renewal, material change or
termination of coverage, Contractor shall provide a replacement Certificate of
Insurance and applicable endorsements to City. City shall have the option to suspend
Page 2 of 3
RFB Template 10.10.16
Contractor's performance should there be a lapse in coverage at any time during this
contract. Failure to provide and to maintain the required insurance shall constitute a
material breach of this contract.
F. In addition to any other remedies the City may have upon Contractor's failure to provide
and maintain any insurance or policy endorsements to the extent and within the time
herein required, the City shall have the right to order Contractor to stop work hereunder,
and/or withhold any payment(s) which become due to Contractor hereunder until
Contractor demonstrates compliance with the requirements hereof.
G. Nothing herein contained shall be construed as limiting in any way the extent to which
Contractor may be held responsible for payments of damages to persons or property
resulting from Contractor's or its subcontractor's performance of the work covered
under this contract.
H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory
with respect to any insurance or self-insurance carried by the City of Corpus Christi for
liability arising out of operations under this contract.
It is understood and agreed that the insurance required is in addition to and separate
from any other obligation contained in this contract.
2016 Insurance Requirements
Wastewater
Wastewater Line Cleaning and Inspection
5/26/16 my Risk Management
Page 3 of 3
RFB Template 10.10.16
Attachment C: Bond Requirements
No bond requirements necessary for this service agreement; section
5.(B) is null for this service agreement.
Attachment D: Warranty Requirements
No warranty requirements necessary for this service agreement; section 8.
Warranty is null for this service agreement.
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
1 of 1
Complete Nos.1-4 and 6 if there are interested parties. OFFICE USE ONLY
Complete Nos.1,2,3,5,and 6 if there are no interested parties. CERTIFICATION OF FILING
1 Name of business entity filing form,and the city,state and country of the business entity's place Certificate Number:
of business. 2017-192193
CSI Consolidated, LLC dba Clean Serve, LLC
Pearland,TX United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 04/13/2017
beingyfiled.C1
City of Corpus Christi Date Ack owledged:
X71 \-I
3 Provide the identification number used by the governmental entity or state agency to track or identify c ntract,and provide a
description of the services,goods,or other property to be provided under the contract.
1004
Closed Circuit Televised(CCTV)Cleaning and Inspection of large Diameter Wastewater Lines
4 Nature of interest
Name of Interested Party City,State,Country(place of business) (check applicable)
Controlling I Intermediary
CSI Consolidated, LLC Phoenix,AZ United States X
5 Check only if there is NO Interested Party.
6 AFFIDAVIT I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct.
I coo)q '
LLOZ 'SZ»pwanoN 01
1 111/ / / �
saiidx3 dx3 uolsslww00 Any ,
( Z31109 VNYHS `.j ' Si n.t re of authorized agent of contracting business entity
AFFIX NOTARY STAMP/SEAL ABOVE
Sworn to and subscribed before me,by the said Kent Ford ,this the 13th day of April ,
20 17 ,to certify which,witness my hand and seal of office.
�iV Shana Gomez Notary Public
Signature of officer administering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883