HomeMy WebLinkAboutC2016-181 - 4/26/2016 - Approved SERVICE AGREEMENT FOR CLOSED CIRCUIT TELEVISED INSPECTION OF
SMALL-DIAMETER WASTEWATER LINES
Contract No. 682
THIS Inspection of Wastewater Lines Service Agreement(this "Agreement")
is entered into by and between the City of Corpus Christi, a Texas home-rule municipal
corporation ("City"), acting by and through its City Manager or his designee("City
Manager"), and Ace Pipe Cleaning, Inc., of Kansas City, Missouri ("Contractor"),
effective for all purposes upon execution by the City Manager.
WHEREAS, Contractor has proposed to provide Closed Circuit Televised
Inspection of Small-Diameter Wastewater Lines in response to Bid Event No. 90,
which includes Specification No. 1105, dated 8/28/15;
WHEREAS, the City has determined Contractor to be the lowest responsible
bidder;
NOW, THEREFORE, Contractor and City enter into this Agreement and agree as
follows:
1. Services. Contractor shall provide Closed Circuit Televised Inspection of Small-
Diameter Wastewater Lines in accordance with Bid Event No. 90 which includes
Specification No. 1105, dated 8/28/15 ("Services"), which bid and related
specifications, if any, are incorporated by reference into this Agreement as Exhibit "A".
The Contractor's bid response to provide the Services is incorporated by reference into
this Agreement as Exhibit "B". (Exhibits A and B are on file with the City's Purchasing
Division and available upon request and payment of associated document fees, if
applicable.) For paperwork reduction purposes only, attached to and incorporated by
reference into this Agreement for the performance of Services is Attachment "A", the
scope of Services which includes Specification No. 1105, and Attachment "B", the
schedule of pricing for the Services, both attachments being condensed from Exhibits A
and B.
2. Term. This Agreement is effective upon execution of the City Manager, with the time
of performance commencing on the date a notice to proceed ("Notice to Proceed") is
issued by the Contract Administrator and continuing for 12 months thereafter. The
Agreement includes an option to extend the term for up to four additional 12-month
periods under the same terms and conditions and is subject to the approval of the
Contractor and the City Manager.
3. Compensation and Payment. This Agreement is for an amount not to exceed
$1,908,132.00, subject to validly authorized extensions and changes. Payment will be
allowed in accordance with Attachment "B" Schedule of Pricing. Payment terms are net
30 days after the goods are provided or services are completed, as required, or a
correct invoice is received, whichever is later.
2016-181
04/26/16
M2016-047
Ace Pipe Cleaning Inc. INDEXED
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.
All of the Contractor's notices and communications regarding this Agreement must be
directed to the Contract Administrator, who serves as the Major Projects Engineer,
unless indicated otherwise in this Agreement.
5. Independent Contractor. Contractor shall perform the Services as an independent
contractor and furnish such Services in its own manner and method, and under no
circumstances will any employee, agent, or representative of the Contractor be
considered an employee of the City.
6. Insurance. Before Services can begin under this Agreement, the Contractor's
insurance company must deliver a Certificate of Insurance as proof of the required
insurance coverages to the Contract Administrator. Additionally, the certificate must
state that the City's Risk Manager and the Contract Administrator will be given at least
thirty (30) days' notice of cancellation, material change in the coverages, 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 15 days of the City
Manager's written request to Contractor. The Contractor's insurance requirements are
attached to and incorporated by reference into this Agreement as Attachment"C".
7. Assignment. No assignment of this Agreement nor any right or interest in this
Agreement held by the Contractor is effective unless the City Manager first gives written
consent to such assignment. The performance of this Agreement by the Contractor is
the essence of this Agreement, and the City's right to withhold consent to such
assignment is within the sole discretion of the City Manager on any ground whatsoever.
8. Fiscal Year. All parties recognize that the continuation of any contract after the
close of any fiscal year of the City (the City's fiscal year ends each September 30th) is
subject to budget approval and appropriations providing for such contract item as
expenditure in the fiscal budget. The City does not represent that a budget item for this
Agreement will be actually adopted, as that determination is within the sole discretion of
the City Council at the time of adoption of each fiscal budget.
9. Waiver. No waiver by either party of any breach of any term or condition of this
Agreement waives any subsequent breach of the same.
10. Compliance with Laws. Contractor shall comply with all applicable federal, State,
and local laws, rules, and regulations in the performance of this Agreement. This
Agreement is subject to all applicable federal, state and local laws. All duties of the
parties must be performed in Corpus Christi, Texas. The applicable law for any legal
disputes arising out of this Agreement is the law of Texas, and the forum and venue for
such disputes is the appropriate State or federal court in Nueces County, Texas.
Page 2 of 8
11. Subcontractors. The 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. 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 insurance
requirements, are applicable to all subcontractors and their employees to the same
extent as if the Contractor and its employees had performed the Services.
12. Amendments. This Agreement may be amended only in writing and signed by
persons authorized to execute the same by both parties. Such Amendments will be
authorized through a change order.
13. Termination.
A. The City Manager may terminate this Agreement for Contractor's failure to
perform the Services specified in 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 stated in the notice, the City may
terminate this Agreement immediately thereafter. Failure to keep all insurance policies
in force for the entire term of this Agreement is grounds for termination.
B. Alternatively, the City may terminate this Agreement without cause upon 20
days' advance written notice to the Contractor. However, the City may terminate this
Agreement upon 24 hours' advance written notice to the Contractor for the Contractor's
failure to pay any required taxes or to provide proof of payment of taxes as set out in
this Agreement. The Contractor may terminate this Agreement upon 90 days' advance
written notice to the City.
14. Taxes. The Contractor covenants to pay all applicable federal and State payroll
taxes, Medicare taxes, FICA taxes, unemployment taxes, and all other taxes in
accordance with Circular E "Employer's Tax Guide", Publication 15, as it may be
amended. Upon request, the City Manager shall be provided proof of payment of taxes
within 15 days of such request.
15. Notice. Notice must be given by personal delivery, facsimile (fax), or by certified
mail, postage prepaid and return receipt requested, and is deemed received on the date
hand-delivered or faxed, with proof of accepted transmission, and on the third day after
deposit in the U.S. mail if sent by certified mail. Notice must be sent as follows:
IF TO CITY:
City of Corpus Christi
Attention: Temple Williamson, Major Projects Engineer
P.O. Box 9277
Corpus Christi, TX 78469-9277
2726 Holly Rd.
Page 3 of 8
Corpus Christi, TX 78415
Fax#(361)826.4442
IF TO CONTRACTOR:
Ace Pipe Cleaning, Inc.
1509 Sylvania Ct.
Fort Worth, TX 76111
Office: (817) 332-1115
Fax: (817) 332-1557
16. Severability. Each provision of this Agreement is severable and if, for any reason,
any provision or any part thereof is determined to be invalid and contrary to any
applicable law, such invalidity shall not impair the operation of or 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 thereof had been omitted.
17. INDEMNIFICATION. CONTRACTOR SHALL 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 ON ACCOUNT OF
DEATH, PERSONAL INJURIES, PROPERTY LOSS OR DAMAGE OR
ANY OTHER KIND OF 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 AGREEMENT 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 OR ENTITY. 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 REASONABLY
SATISFACTORY TO INDEMNITEES, AND PAY ALL CHARGES OF
ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND
ARISING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS,
DEMANDS OR ACTIONS. THE INDEMNIFICATION OBLIGATIONS OF
CONTRACTOR UNDER THIS SECTION SURVIVE THE EXPIRATION OR
EARLIER TERMINATION OF THIS AGREEMENT.
Page 4 of 8
18. Certificate of Interested Parties. Contractor agrees to comply with Texas Govern-
ment Code section 2252.908 and complete Form 1295 "Certificate of Interested Parties"
as part of this Agreement.
CONTRACTOR
Signature: :_>
Printed Name: Bruce Vantine
Secretary/Treasurer
Title:
Date: S-l5-"/LO
CITY OF CORPUS CHRISTI '
Signature: N\ �,/l
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Approved as to form: ,`
Printed Name: r\a4L r
Title: Vruc «..�C -�-�Q� Albetkia0d1
Assi t City Attorney
For City Attorney
Date: i-1 - 2-1-1 - 14
ATTEST:��'e-1�'a1L.C�CC• L�✓�
REBECCA HUERTA V/ �'hu6.
CITY SECRETARY
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Attached and Incorporated by Reference: IY COUNCIL...........----
Attachment A: Scope of Work and Specification 1105, dated 8/28/15
Attachment B: Schedule of Pricing sECRETAR
Attachment C: Insurance Requirements
Incorporated by Reference Only:
Exhibit A: Bid Event No. 90, Closed Circuit Televised Inspection of Small-Diameter
Wastewater Lines, which includes Specification No. 1105, dated 8/28/15
Exhibit B: Contractor's Bid Response
Page 5 of 8
ATTACHMENT A
SCOPE of Work
and
SPECIFICATION
NO. 1105
Page 6 of 8
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
ATTACHMENT A
SCOPE OF WORK AND SPECIFICATION
CLEANING AND TELEVISED INSPECTION OF
SMALL DIAMETER WASTEWATER LINES
I. GENERAL
The scope of work described herein is to include the cleaning and inspection work of small
diameter wastewater lines, which includes line sizes less than, but not including, 18 inches in
diameter. When performing cleaning and inspection work of wastewater lines that are 6 inches in
diameter, refer to Section 3.9 "Special Instructions for Six (6) Inch Diameter Lines" for specific
instructions.
The estimated quantities of services are as noted on the bid event lines. Although actual
quantities may vary, the descriptions and estimated quantities are to form the basis of the unit
prices submitted by the Bidder.
The Utility Department will provide reference maps highlighting the wastewater line segments to
be cleaned and inspected during this project. The Utility Department will provide reference
numbers for all manholes on the maps. These reference numbers shall be utilized by the
Contractor(s) on video inspection reports. An Excel spreadsheet will list upstream and
downstream manhole locations, linear footage inspected, location description, access location
(i.e. street/easement), and GIS footage. Additional columns allow the Contractor to record linear
footage cleaned, segment CCTV footage, reversal linear footage, comments, and section
complete status.
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 be limited to, "Confined Space Entry").
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.
Page 1 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
6. The designated City Project Manager who will act as a liaison between the Utility
Department and the Contractor for the duration of the project.
7. A parking area to accommodate the Contractor's equipment, vehicles and materials, if
requested by the Contractor, as long as such storage does not interfere with normal City
operations.
8. 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, only for sewers
located in Corpus Christi, and only sewers authorized to be cleaned in this contract.
9. Upon receipt of the Contractor's deposit, the City will provide a hydrant meter to the
Contractor to be used only for obtaining water necessary to perform the cleaning
requirements of this contract. The Contractor will provide meter readings as directed by
the City. The Contractor will not be charged for water used to perform this project.
II. TRAFFIC CONTROL
The Contractor shall provide sufficient traffic control measures to ensure a safe condition and
minimize inconvenience 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.
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
relocation of existing signs and devices as necessary to safely complete the project.
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 three classifications to be utilized in this project are local access streets (assumed to be 80%
of work order sites), collectors (assumed to be 15% of work order sites), and arterials (assumed
to be 5% of work order sites). These percentages are for information purposes only, are not
guarantees, and will vary from actual quantities awarded.
Local access streets are defined as those streets that provide access to individual residences,
elementary schools, and parks within a neighborhood. Collectors are defined as those streets that
collect and distribute traffic to and from local streets, other collectors, arterials, and freeway
frontage roads. Arterial streets are those streets that bring traffic to and from the freeway and
accommodate high volumes of cross-town traffic. 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
Page 2 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
III. WATER METER
The Contractor will obtain and place a refundable deposit on a City-provided hydrant meter to
record the water used for the cleaning operations. Water will be provided at no cost to the
Contractor, provided the Contractor submits monthly use records as required by the City Project
Manager. The Contractor will be allowed to use hydrants that are near the work being performed
and will adhere to any restrictions imposed by the City Project Manager should specific areas not
be available to obtain water. The Contractor will use caution when opening and closing hydrants
to prevent surges and damage to hydrants or creating 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. The Contractor is responsible for connecting 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.
IV. TECHNICAL PROVISIONS
The following specifications form the basis of the technical requirements of the service
agreement.
This specification shall govern for all work, equipment, supervision, and materials required for
cleaning and remote CCTV inspection, as well as documentation of sanitary sewer or other lines,
as required.
1. QUALIFICATIONS
1.1 The Contractor shall have a minimum of 5 years of documented municipal
cleaning/CCTV experience and shall have inspected, as a company, a minimum
of 500,000 linear feet under similar conditions.
2. CLEANING REQUIREMENTS
1.1 Clean ALL debris, such as dirt, gravel, rocks, grease, and other organic/inorganic
debris, from existing lines and manholes to allow for CCTV inspection to
proceed. The only price the City shall pay for all cleaning required herein are
those amounts quoted by the Bidder in the Bid Sheet. For consecutive line
segments or designated areas of the collection system, the Contractor shall clean
from the most upstream segments and progress downstream, where possible.
The Contractor will be required to clean the line segment using hydraulic
equipment. The debris being removed from the pipeline shall be removed from
the collection system at the receiving manhole and not be allowed to be merely
moved to the next line segment. Adequate equipment, such as sand traps, wire
baskets, etc., shall be used to prevent the migration of debris into downstream line
Page 3 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
segments. Debris shall be properly discarded in accordance with local, state and
federal regulations and as specified below.
1.2. The Contractor shall dispose of debris removed from cleaning operations on this
project at the Greenwood WWTP, located at 1541 Saratoga Blvd., Corpus Christi,
Texas 78415, unless otherwise directed by the City Project Manager. The
Contractor shall coordinate dumping with the City Wastewater 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. The Contractor will be responsible for obtaining and
maintaining all necessary permits to transport sludge wastes in the State of Texas
and the City of Corpus Christi.
1.3. Cleaning Equipment - The cleaning equipment will be truck-mounted
combination water jet/vacuum unit(s). The water jet performance shall be a
minimum of 65 gallons per minute at 2,000 PSI. The unit(s) will be equipped with
a minimum of 700 feet of 1" internal diameter sewer cleaning hose with working
pressure ratings to match the rating of the water pressure. Nozzles used in the
cleaning process will accommodate the full flow rating of the water jet and will be
of proper choice for the cleaning application, including rotating nozzle for root
and grease removal. Prior to the sewer cleaning operation, the City Project
Manager and the Contractor will agree on a sewer cleaning sequence. In general,
the sewer cleaning process will proceed from the upper ends of each sewer basin
to the lower ends. Multiple passes with the water jet will be made to flush the
debris to the manhole where the jet/vac unit is positioned. Sewers will be cleaned
by introducing the water jet into the sewer line facing against the sewer flow and
retrieving the water jet under pressure with the sewer flow. A handheld control
gun will be used to thoroughly clean manholes from grade level. Debris will be
removed by vacuum to minimize entry into manholes by the workers. The
Contractor will collect and transport all debris removed during the sewer cleaning
operation. Adequate equipment, such as sand traps, wire baskets, etc., shall be
used to prevent the migration of debris into downstream line segments. Vacuum
system performance will be at least 4,000 cubic feet per minute and 16" Hg
vacuum pressure to ensure all debris can be efficiently removed from sewer
without a worker entering the manhole. The Contractor is responsible for
damages and cleanup caused by backups into homes/businesses due to the
Contractor's cleaning operations.
Page 4 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
3. CCTV REQUIREMENTS
3.1 General
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 to perform the work described in this specification.
Unless otherwise specified and at the Contractor's expense, the Contractor shall
provide for the control of wastewater flows and the monitoring of the collection
system for back-ups and surcharges, while flow control devices are in place.
3.2 Inspection Equipment and Methods
Electronic inspection software that is NASSCO PACP (version 6.0 or greater)
compliant shall be used to record the condition of each inspected pipe segment.
The minimum header information required for each inspection is presented in the
Header Field Checklist herein. 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.
The Contractor will perform closed circuit video inspection of the sewers using
current state-of-the-art technology and trained employees. The CCTV camera will
have high-resolution color with adjustable iris focus. The CCTV camera will
have pan-and-tilt capabilities that allow up-close and right-angled inspections of
defects and other significant observations. Video camera will be equipped with a
minimum 1000 feet of video cable. Lighting on the video camera will be suitable
to allow proper illumination and a 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.
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 the City Project Manager), be transferable to flash drives, DVDs or
hard drives, and have the ability to be printed at no additional cost to the City. 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.
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CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
Footage distance measured by video system will be accurate within 1% and will
be used to determine footages for reporting and payment. The PACP distance
between manholes (from exit wall to entrance wall) will be the reference points
used to determine footage measurements. Video inspection will not exceed a
traverse rate of 30 feet per minute so that the sewer line can be thoroughly
examined by the City while reviewing video.
If the inspection by the camera is impeded or stopped by roots, grease or other
debris, the camera shall be removed and the sewer line shall be re-cleaned at no
additional cost to the City. If re-cleaning does not remove the roots, the Project
Manager shall be contacted to authorize the additional cost to remove the roots or
obstruction.
During the transit, the display must show the continuous distance from the
insertion manhole with an accuracy of ± 1% of the actual length to assist in
marking the observations on the report form. The video must display all notable
PACP observations/codes. The Inspection Report shall consist of condition
observations that are 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, broken, properly/improperly installed service taps; debris, roots or other
impediments to flow; and any other condition that may prevent either the proper
completion of the inspection or affect any proposed rehabilitation process.
Page 6 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
HEADER FIELD CHECKLIST
Required for
Field# Header Field Mandatory this Project
1 Surveyed By X
la Certificate No. X
2 Owner X
3 Customer X
4 Drainage Area
5 Sheet Number X
6 P/O Number
7 Pipe Segment Ref. X
8 Date X
9 Time
10 Street X
10a 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
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
Page 7 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
3.3 Flow Control
The line shall be dewatered during inspection. A water jet cleaning unit will
normally be running in the line in advance of the television camera to allow for
the highest quality picture - 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 blurring the lens, or a submerged camera may be grounds for
the rejection of the inspection.
All sewage flow from intersecting lines, many of which cannot be drawn down
with the hydraulic jet nozzle, shall typically be controlled through the use of in-
line plugs and/or vacuum trucks, and the costs are considered subsidiary to the
inspection for all line sizes up to 18 inches in diameter. Plugs in intersecting lines
shall be installed by the Contractor with no assistance from the City. 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 Call Center at (361)
826-2489. Flow Control devices shall be installed in accordance with all
applicable OSHA and plug manufacturer's recommendations, including, but not
necessarily limited to, confined space protocol. The Contractor certifies that all
personnel working on the project have been trained in confined space, use of flow
control devices per manufacturer's recommendations, traffic controls and hazards
associated with working in wastewater collection systems.
No bypass pumping is required under this scope of services.
3.4 CCTV with Obstructions
Cleaning and televising is intended to traverse each line segment from manhole to
manhole as specified in the work order. When an obstruction is encountered and
cannot be removed, thus preventing the camera from proceeding, the obstruction
will be recorded on the initial setup, and a reverse setup will be attempted to view
the pipe and obstruction from the opposite direction. If the camera fails to reach
the original cause for the reverse setup, then the Contractor will contact the City
Project Manager to receive authorization for obstruction removal. If authorized,
the Contractor shall remove the obstruction(s) if it is identified in the
obstruction removal bid items below:
a. Roots/Grease - Under this bid item, the Contractor shall remove
roots/grease without damage to the main sewer to facilitate the CCTV
inspection. The Contractor will use remote CCTV to monitor the progress of
the roots/grease cutting. The Contractor shall immediately notify the City if it
is believed that these activities will cause a sewer collapse due to the
condition of the host pipe. All roots/grease must be screened, collected, and
removed from the sewer for proper disposal. The post roots/grease removal
video inspection will be performed to confirm that the roots/grease were
Page 8 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
removed, and normal flow is restored. The fee for the post roots/grease
removal video inspection is included in the price for roots/grease removal.
b. Protruding Service Tap Removal — Not included under this solicitation.
When a protruding service tap obstruction prevents further inspection, then
the Contractor will attempt to conduct the inspection from the opposite
direction (reverse set-up).
When other obstructions prevent a manhole-to-manhole inspection of the
segment, the inspection shall be considered complete, and no additional
inspection will be required. However, the line segment evaluation form, as well as
the graphic report, shall note the full length of the line and the actual length
traveled from each manhole set-up. All inspection efforts on the line segment will
be recorded on the same media and in the same database. The Contractor must
exert all reasonable effort to televise the entire length of a segment of the
wastewater line as described in the work order documents or to assist the City
repair crews with usable information for point repair.
3.5 CCTV Reverse Set-up:
A CCTV reverse 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. A CCTV reverse 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
700 feet cleaning hose length.
3.6 Easement Access:
The Contractor will be responsible for providing equipment, including but not
limited to, portable CCTV equipment, vehicles that are capable of transporting
TV equipment and accessing remote easements, and adequate cleaning equipment
to perform cleaning and inspection of lines located within rear easement areas.
Easement areas are defined as those areas not accessible to normal vehicular
traffic. A separate bid item has been provided when access cleaning and/or
inspection is only available through manholes located within easements.
3.7 After hours work:
Normal working hours shall be considered as 8 AM to 5 PM, Monday — Friday,
for the duration of the project. When authorized/required by the City Project
Manager, the Contractor may perform inspections after hours. This may be
necessary in some cases so that the inspection can be done during low flow
periods, to minimize impacts on traffic safety, or for other reasons determined by
the City.
Page 9 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
3.8 Confined Space Entry:
When necessary to complete cleaning and inspection activities (including, but not
limited to, plugging, flow control, etc.), and as authorized by the City Project
Manager, the Contractor may enter manholes. All pertinent OSHA regulations
will be followed and the Contractor will provide copies of confined space entry
permits if requested.
3.9 Special Instructions for Six (6) Inch Diameter Lines:
When cleaning and performing CCTV inspections of lines that are 6" in diameter,
the Contractor must adhere to all of the aforementioned requirements with the
following changes. Additionally, the Contractor must incorporate the following
into the cleaning and inspection of 6" lines:
a. Cleaning Equipment: Along with adhering to these operating
requirements for cleaning represented in this specification, the nozzles
must be compatible for use with the Envirosight JetScan camera
system or an approved equal. The nozzles shall have a swivel platform
on which to mount the video recording module to provide self-leveling
capability and shall have a protective cage with front protection ring
for camera and lights.
b. Inspection Methods and Cleaning: The Contractor shall use an
erasable white board to legibly print the segment identification number
and inspection date. The Contractor will record the white board using
the JetScan camera prior to starting the JetScan inspection of the
pipeline. The minimum header information required for each
inspection is presented in the Header Field Checklist herein. The
Contractor will perform closed circuit video inspection of the sewers
using the Envirosight JetScan camera system or approved equal.
Lighting on the video camera will be suitable to allow proper
illumination and a clear video image of the entire periphery of the
pipe. The camera and other components of the video system will
produce a high quality video image. The capture system shall have the
capability of recording, digitizing, and storing videos and images. The
camera will record high definition video with a minimum 720 lines of
resolution in MPEG4 format. The video will be recorded on SD or
SDHC cards. Video inspection will not exceed a traverse rate of 30
feet per minute so that the sewer line can be thoroughly examined.
c. CCTV: When an obstruction is encountered and cannot be removed,
thus preventing the camera from proceeding, the obstruction will be
recorded on the initial setup, and a reverse setup will be attempted to
view the pipe and obstruction from the opposite direction. The
Page 10 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
Contractor shall use extreme caution if attempting reverse cleaning,
jetting from downstream to upstream, to prevent splashing in
bathrooms or causing backups into buildings. A CCTV reverse 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 700 feet cleaning hose length.
V. DELIVERABLES
4.1 Television Inspection Logs: Electronic media inspection logs/records shall be kept
by the Contractor and will clearly show the location, by distance in increments of
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
the locations of service 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 recorded
on electronic media, and a copy of such records will be supplied to the Owner.
Digital photographs of the pipe condition and all defects shall be taken by the
Contractor. Photographs shall be located by distance in increments of 1/10 of a
foot, from the manhole wall in relation to an adjacent manhole.
4.2 Electronic media recordings: 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 defects will be
delivered to the City at least monthly and summarize lines completed during the
period. The submittal must agree with the monthly billing request in terms of unit
quantities and electronic deliverables.
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 submissions become the property of the City. The
electronic recordings will have read-only software that will facilitate viewing and
printing additional copies of the inspection report and digital photographs. The CD
or 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 Utilities Department within ten (10) calendar days of the last day
of the performance period.
4.3 Quality Control: Inadequate main sewer preparatory cleaning, camera distortion,
inadequate lighting, dirty or submerged lens, and blurry or hazy pictures
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.
Page 11 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
4.4. Upon the completion of the project, one (1) properly labeled flash drive, hard drive
or DVD (as appropriate for the size of the project), will be required along with one
(1) 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
Work Order
Contractor Name, Address, Contact Number
Date
All required reports, databases, photographs and video are to be from City-
approved, software-generated formats. Hard copy reports will be printed single-
sided on 81/2" x 11" paper, in color to improve the definition of problem areas, and
delivered with the media. The final project submittal must be reconciled with the
monthly billings with regards to quantities of work completed or any exceptions
noted.
Hard Copy On Media
1. Project Summary Report(pdf or approved equal) V V
2. CCTV Defect Listing Log (pdf or approved equal) V V
3. Condition Code Summary (pdf or approved equal) V V
4. Cleaning Log (pdf or approved equal) V V
5. NASSCO PACP compliant Access Database V
6. Video files (mpeg, wmv or approved equal) V
7. Defect photographs (jpg or approved equal) V
8. Cleaning Log Summary (xls or approved equal) V
One report is required for each project (which may consist of an entire
neighborhood with numerous child work orders for each line segment). The
Contractor's proposed 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 cleaned, televised, and inspected with CCTV logs arranged in order
by the PACP PSR identification number, from the lowest number to highest
number. The Contractor shall submit a sample of the proposed report to the
City for review and approval.
VI. MEASUREMENT AND PAYMENT
Unless otherwise indicated, the Cleaning and Televised Inspection of Wastewater Lines shall be
measured by the linear foot of actual pipe inspected. The Bid provides separate unit bid prices
for the cleaning and CCTV of lines where access is located with street right-of-way and where
access is located within rear utility easements. Payment will be made at the contract prices
Page 12 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
which are to include all labor, equipment, materials and supervision necessary to complete the
item. If required or authorized by the City, additional payment will be made, per linear foot, for
after-hours work. The Project Deliverables must be submitted, reviewed, and approved by the
City as a prerequisite to the final payment being made to the Contractor.
Roots/Grease Removal, when authorized by the City, shall be measured and paid by the linear
foot of actual pipe cleaned and inspected. The cutting/grinding of protruding service taps are not
included under this solicitation.
Reverse CCTV Set-Up shall only be measured and paid if an obstruction is encountered during
the initial set-up, which could not be removed per Section 2.4, 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 (700 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.
Traffic Control will be measured and paid on a per day basis. Payment shall include, but not be
limited to, furnishing, installing, moving, replacing, and maintaining all temporary traffic
controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary
striping and markers, flag-men and such temporary devices and relocation of existing signs and
devices and all materials, labor, equipment and incidentals necessary to provide a safe condition
and to complete the work.
Page 13 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
Example Documentation and Deliverables
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 Summary(xls or approved equal)
5. Example Neighborhood Data/Map
Page 14 of 21
CLEANING AND CCTV INSPECTION
K! Pt1B Clearing, INC.
4000 E. Truman In
Kansas Cty, ISN watt 64127-2290
Phone- 816.241.2591
Fax $16.241.5054
Prooect Summary
1124636.1130106
1121296 11129636
1121796 1130109
1130720 1130109
1130109.1127221
1127221 1130110
1130110 1129635
1129635 1130110
1129636 1130106
Prayed Summary
91/3/2014
9/3/2014
9/'3%2014
9/3170/4
90/M14
914/2014
9/4/2014
91417014
9/4/2014
City of Corpus Christi_PA
Sirens Sheet at Mean. Onee
tamps Street at Marra Drier
elevens Street at Meats Once
Mew* Wee at Miert. Ohre
Mewls Street at Mtatt. Orive
Blerees Street le Mama Deer
Wren 'WON 44 M. .n Or vc
Newels Street at Myna Oe..r
8levcE Street at Plant Delve
m
x
sv
3
CD
1129636 1130106
1129636 1121296
1121296 1130720
130720 1130109
1130109 1127221
1127221 1130110
1130110 1129635
1130110 1129635
1130106 1129636
Tuesday. Jemmy 13, 2013 418 PM
VCR
VCP
VCP
VCP
811.0 38.3
788.0 233,2.
291 0 286, 3
293.0 202,3
293.0 286 6
293.0 2e1 /
985.0 109_5
935.0 126.0
811 0 34.0
P.V4, T r:' 41
mwns Pa!oid •I
JIM Prama
1009 L
.iww41W-2348
Poem asea4t.not
Far $16.241.35064
5334_5330
5334_5333
f'1
5333 5334
2
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t7 A 5381 5387
5382_5383
. -
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5383 5384
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5384_5394A
5384A_5658
4880 4881
10/31/2014
10/31/2014
10/31/2034
10/31/2014
10/31/2014
10/31/2014
10/31/2014
1013112014
10/310014
10/31/2014
10/31/2014
Number of inspections: 471
Pro Summary
Waldron
Waldron
Waldron
Waldron
Waldron
Waldron
Waldron
Miyrrwey %Mage
llsolror ay ram
5330
5334
5334
5333
5381
5382
5383
5384
5384A
4879
Tuesday January 13 2015 4 18 PIA
5334
5333
5333
5381
5382
5383
5384
53844
5658
4881
VCP
VCP
VCA
WC
l2P
344.0
92.7
183.0 fSN. i-+
183.0 18.2
.279.0 279 6
270_0 273.1
236.0 235
435.0
423.0 248. "3
80.0 86.7
473.0 476.4
505.0 248.5
Subt0tal 140.633.4 ft 97,991.4 ft
Page 43 of 43
Project Summary Report (2 of 2)
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
2. CCTV Defect Listing Log
Contractor Name
Address
Defect Listing Plot Left Phone
/ Pipe Segment Refers_. City Material Location C_ Sewer Use
070141530-070141520 CORPUS CHRISTI ELIZABETH ST Vitrified Clay Pipe Light High... Sanitary
Upstream Mti Total Length Year Lard ..'a„c Location Details
070141530 34 Circular CENTER OF ELIZABETH...
DS Ma• Length surveyed Year Renewed Width Pipe Joint..
070141520 347 12 12
/ SPR 274 MPR 14 PO Number Customer
SPRI 4 MPRI 2
Work Orde' Purpose
OSR 4L32 OMR 2700 Routine Assessment
OPR Surveyed By Direcwn Dale Media label
288 Jonathan_McGuire Downstream 20140825
OPRI Certificate Number Pre-Cleaning Time Weather
3.8 U-1213-06019780 Heavy Cleaning 09:34 Dry
Date Cleaned End Time Additional Info
10:28
' 070141530
#' '' Code: Continuous: Pos: Val 1 /2 : % : Gallons:
0.0 ft. Access Point Manhole 0-0
USMH
0.0 ft. Water Level 0-0 5
3 5.4 ft. Crack Multiple 8-4
10.9 ft. Fracture Multiple Start SO1 11 -5
4
26.2 ft. Crack Multiple 8-12
3
2 35.8 ft. Water Level Sag Start SO2 0 0 10
42.4 ft. Fracture Multiple End F01 11 -5
4
4'
42.4 ft. Fracture Multiple Start SO3 12-12
63.8 ft Tap Break-In Intruding 1 0 6 2
63 8 ft. Water Level Sag End F02 0-U 10
2
100.3 ft. Tap Factory Made 11 -0 6
147.4 ft. Tap Break-In Active 1 -0 1
219.6 ft. Tap Break-In Active 1.2-0 6
235.1 ft. Tap Break-In Active 12-0 6
Page 17 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
3. Condition Code Summary
Contractor Name
Address
PACP Conditions Phone
✓ Pipe Segment Refem-. Sty Street Material Location C... Sewer Use Nk
070141530-070141520 CORPUS CHRISTI ELIZABETH ST Vitrified Clay Pipe Light High... Sanitary
Upstream MH Total Length 347 Year Laid Shape Location Details
010141530 Circular CENTER OF ELIZABETH...
DS Manhole Length surveyed Year Renewed Height Width Pipe Joint...
• 070141520 347 12 12
• SPR 274 MPR 14 PO Number Customer
SPRI 4 MPRI 2 Work Order Purpose
OSR 41.32 OMR 2700 Routine Assessment
OPR Surveyed By Direction Date Media label
288 Jonathan McGuire Downstream 20140825
OPRI Certificate Number Pru-Cleanng Time Weather
3.8 U-1213-06019780 Heavy Cleaning 09:34 Dry
Date Cleaned End Time Additional Info
10:28
Structural Ratings 0& M Ratings Combined Ratings
Grade No. Grade No. Grade No.
Normal Defects Rating Occur. Rating Rating Occur. Rating Rating Occur. Rating
1 0 0 1 0 0 1 0 0
2 0 0 2 1 2 2 1 2
3 2 6 3 0 0 3 2 6
4 0 0 4 0 0 4 0 0
5 0 0 5 0 0 5 0 0
Continuous Defects
Code ID Length
FM F01 31.5 4 6 24 1 0 0 0 4 6 24
MWLS F02 28.0 0 0 0 2 6 12 2 6 12
FM F03 304.6 4 61 244 0 0 0 4 61 244
ISubtotals 69 Subtotals 7 Subtotals 76
SUMMARY Pipe Rating 274 Pipe Rating 14 Overall Pipe Rating 288
Structural Index 4.0 O&M Index 2.0 Overall Index 3.8
Str. Quick Rating 4L32 O&M Quick Rating 2700 Ovrl. Quick Rating 4L32
Page 18 of 21
CLEANING AND CCTV INSPECTION
Wastewater Collection Vactor/Vacall Daily Report
Team Leader: C.101.4.1t, I.D.Reg: OT:
Crew Member. .1,1CatiVitkril4ev- 1.0 Reg: OT:
CrewMember: JePtSilit Lop ID Reg: OT:
Date:
L _
D S,ifi Night shirt
Crew: Veh. No.'
WASTEWMU
Auk Room ce pot hicksovr, nos
Sl SAW, valour it
ork Order M Manhole To Manhoki
Start Time
I. Rd Time
No.Passes
No SSD
SSO
HTII
Type of Solids
---- - • -- -
i 0 90i0/ .30 if. 0 . " r
-1:0C31.0A1
0:0' 1
Q90/04260.2
090 ;4/9(11...0
Grease
Debris
Silt
Other
Address r .
•
Length Cleaned. 06'
ii ength Cleanec. •
, ..,-
. . ...____
Remarks. fs' vcp Iv ,, 0 z 41 e 5e4"
d..k.,
Sic t4 ;•••• 14•te /,,. Ovi- st.i-e h.., e 0-r-6- I, 0,./c..--
44,,,‹ , f?emovej el,,i--,s , pcs. oc broK.6*, laipt•
_...
..
-fALUALTAIMMIMMINOMMI
Level of Soli Cs
Level of So
ids
.... Aght
Moderate
Heavy None
Work Order
At manhole
I o Manhole
Start Time
End Time
No.oasses
S
No SSO
IMIIIIIIIIIIIIIIIIIIIIIII
SSO
II ti T
Grease
Type of So
Debris
ids
Silt
Other
No SSO,
0,0 Of ii 0
0 /0 /4/09 (!)
is:,,10A4s
1196-4--
Address f". $ e/ 54-4kre Dr, Length Cleaned: goi•
cp• <3 0
../-
froi
1 la..6:yr- r-
Len.......UtL.‘ CJear.
to ria .. ..g itc, 2 zle
emarks: Y CP les‘ovod de i'v7 & 1 per. or broken ',toe .
4-1 4 - 5
Grease
Level of Solids
It
tight ,
Moderate
Heavy
None
VG il v.ed ala4bra , CS.
,r 12 r ok.i..?
Lf
eel oSo ids
Light
Moderate
Heavy
None
ark Order A: Manhole
.......,.._. _.........
To liAantiole
Start Time End Time No.Passes
No SSO
SSO
HT.'
, 5 mmary No. of Work Orders:
utallY
D
IFootage Cleaned:
Type of Solids
Water Useage:
Meter Reading
Meter ReadingL)b
a 0 6 •
.0 ba a 4,0
InfriMINEVINNIEM
ao /0-4
Start- 000 lag.. 1404>
ME
Grease
Debris
Illill
. i ress k DJ.. Length Cleaned: (O.
Remarks: '8" veto- (w. -Cc) oleyis,p(s. 0 fr br• fc4H. pp' -cLevel
, • ara.._4•41!
of Solids
linal
Moderate
Heavy None
MOB
WOO Order
At Manhole
To Manhole
Start rime
End Time No Passes
NO SSO
SSO
EMI
Type of Solids
-----,
Q90/04260.2
090 ;4/9(11...0
_
,a_i_17,24,,_
5"
Grease Debris Silt
Other
mm ....
.Address
ii ength Cleanec. •
, ..,-
Remarks: *6 " V C terno vet) d•bro-e , la< 1. of bre.k.e., p , 1;0 .4 •
Level of Soli Cs
LI ht
Moderate
Heavy
None
Work Order
At Manhole
ro Marho e
Start Time End Time No_Passes
No SSO,
SSO
HTii
Type of Solids
cp• <3 0
froi
1 la..6:yr- r-
Len.......UtL.‘ CJear.
to ria .. ..g itc, 2 zle
lei::..........................„,,,,t
.0-1 Ittacg.
Grease
Debris
It
Other
ddress
_12:zo/yooto
Remarks: i
J -27
VG il v.ed ala4bra , CS.
,r 12 r ok.i..?
Lf
eel oSo ids
Light
Moderate
Heavy
None
---.‘.
, 5 mmary No. of Work Orders:
utallY
D
IFootage Cleaned:
.,
Water Useage:
Meter Reading
Meter ReadingL)b
.
oebris Removed:
Number of Disposal Trips: AY -
/Volume of Disposal:1% of full) __JAY --
ao /0-4
Start- 000 lag.. 1404>
0 15 , Wtsc!
Water Used
Debris Removed
Aartutuns Zol u!unaiD 17
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PU"RCHASING DIVISION DATE REVISED: 8/28/15
5. Example Neighborhood Data/Map
Work Order: __
Year 1 Pipe Size Length
Westgate Heights 6 4627
8 6017
10 729
Total 11373
kern Maximo ID Year(1-10) Neighborhood Name Instal Date Easement/Street length Pipe Size
1 WWMAIN30981050 1 WESTGATE HEIGHTS 11/30/1999 Easement 284 8
2 WWMAIN30981053 1 WESTGATE HEIGHTS 11/30/1999 Easement 210 8
3 WWMAIN30981147 1 WESTGATE HEIGHTS 11/30/1999 Easement 335 6
4 WWMA1N30981837 1 WESTGATE HEIGHTS 11130/1999 Easement 557 8
5 WWMAIN30982543 1 WESTGATE HEIGHTS 11/30/1999 Easement 330 6
6 WWMAIN30983009 1 WESTGATE HEIGHTS 11/30/1999 Easement 166 6
7 WWMAIN30983376 1 WESTGATE HEIGHTS 11/30/1999 Street 308 8
8 WWMAIN30983495 1 WESTGATE HEIGHTS 11/30/1999 Street 334 6
9 WWMAIN30984497 1 WESTGATE HEIGHTS 11/30/1999 Easement 123 6
10 WWMAIN30984619 1 WESTGATE HEIGHTS 11/30/1999 Easement 124 6
11 WWMAIN30984624 1 WESTGATE HEIGHTS 11/30/1999 Easement 275 6
12 WWMAIN30984882 1 WESTGATE HEIGHTS 11/30/1999 Easement 79 6
13 WWMAIN30985047 1 WESTGATE HEIGHTS 11/30/1999 Street 452 6
14 WWMAIN30985830 1 WESTGATE HEIGHTS 11/30/1999 Easement 277 6
15 WWMA1N30986977 1 WESTGATE HEIGHTS 11/30/1999 Easement 728 6
16 WWMAIN30987038 1 WESTGATE HEIGHTS 11/30/1999 Easement 52 6
17 WWMAIN30987843 1 WESTGATE HEIGHTS 11/30/1999 Easement 353 8
18 WWMAIN30987952 1 WESTGATE HEIGHTS 11/30/1999 Easement 279 8
19 WWMA1N30988247 1 WESTGATE HEIGHTS 11/30/1999 Easement 176 8
20 WWMAIN30988347 1 WESTGATE HEIGHTS 11/30/1999 Easement 129 8
21 WWMAIN30988544 1 WESTGATE HEIGHTS 11/30/1999 Easement 502 10
22 WWMAIN30988745 1 WESTGATE HEIGHTS 11/30/1999 Easement 290 8
23 WWMAIN30989155 1 WESTGATE HEIGHTS 11/30/1999 Easement 227 10
24 WWMAIN30989770 1 WESTGATE HEIGHTS 11/30/1999 Street 447 8
25 WWMAIN30989780 1 WESTGATE HEIGHTS 11/30/1999 Easement 68 8
26 WWMA1N30990480 1 WESTGATE HEIGHTS 11/30/1999 Street 153 8
27 WWMAIN30991448 1 WESTGATE HEIGHTS 11/30/1999 Street 165 8
28 WWMAIN30991510 1 WESTGATE HEIGHTS 11/30/1999 Easement 119 6
29 WWMAIN30991664 1 WESTGATE HEIGHTS 11/30/1999 Street 181 8
30 WWMAIN30991883 1 WESTGATE HEIGHTS 11/30/1999 Easement 236 6
31 WWMAIN30992006 1 WESTGATE HEIGHTS _ 11/30/1999 Easement 537 8
32 WWMAIN30993197 1 WESTGATE HEIGHTS 11/30/1999 Easement 41 6
33 WWMAIN30993428 1 WESTGATE HEIGHTS 11/30/1999 Easement 94 6
34 WWMAIN30993620 1 WESTGATE HEIGHTS 11/30/1999 Street 103 6
35 WWMAIN30994713 1 WESTGATE HEIGHTS 11/30/1999 Easement 353 8
36 WWMAIN30994823 1 WESTGATE HEIGHTS 11/30/1999 Street 149 8
37 WWMAIN30995211 1 WESTGATE HEIGHTS 11/30/1999 Easement 331 8
38 WWMAIN30995359 1 WESTGATE HEIGHTS 11/30/1999 Easement 355 6
39 WWMAIN30996231 1 WESTGATE HEIGHTS 11/30/1999 Easement 43 6
40 WWMAIN30996780 1 WESTGATE HEIGHTS 11/30/1999 Street 150 6
41 WWMAIN30997000 1 WESTGATE HEIGHTS 11/30/1999 Street 100 6
42 WWMA1N30998188 1 WESTGATE HEIGHTS 11/30/1999 Street 111 6
43 WWMAIN30998524 1 WESTGATE HEIGHTS 11/30/1999 Street 709 8
44 WWMAIN30999114 1 WESTGATE HEIGHTS 11/30/1999 Street 338 8
Street 3700
Easement 7673
Total 11373
Page 20 of 21
CLEANING AND CCTV INSPECTION
CITY OF CORPUS CHRISTI SPECIFICATION NO. 1105
PURCHASING DIVISION DATE REVISED: 8/28/15
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Page 21 of 21
CLEANING AND CCTV INSPECTION
ATTACHMENT B
SCHEDULE OF PRICING
Page 7 of 8
ATTACHMENT B
Response For Supplier: Ace Pipe Cleaning
Event#: 90-1
Name: Small-Dia.Wastewater Line Cleaning&Inspection
Reference: PR 20079
Description: Twelve-month service agreement with an option to extend for up to four additional twelve-month periods,subject to
the approval of the Contractor and the City Manager,or designee for the cleaning and televised inspection of small-
diameter wastewater lines in accordance with Specification No.1105,dated 8/28/15
Preview Date: Q&A Open Date: 11/16/2015 04:00:00 PM
Open Date: 11116/2015 03:30:00 PM Q&A Close Date: 11/24/2015 05:00:00 PM
Close Date: 12/02/2015 11:00:00 AM Dispute Close Date:
Responded To: 30 Out of 30 Lines
Total Bid Amount: 1,908,132.00 USD
ATTACHMENT C
INSURANCE REQUIREMENTS
Page 8 of 8
ATTACHMENT C
INSURANCE REQUIREMENTS
I. 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 Director of Utilities 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 $1,000,000 Per Occurrence
including: $2,000,000 Aggregate
1. Commercial Broad Form
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 this
(All States Endorsement if Company is not Exhibit.
domiciled in Texas)
Employer's Liability $500,000/$500,000/$500,000
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.
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 insureds 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 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.
I. It is understood and agreed that the insurance required is in addition to and separate from any other
obligation contained in this contract.
2015 Insurance Requirements
Utilities Department
Cleaning and Televising of Waterlines
9/3/2015 ds Risk Management
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.
2016-22362
Ace Pipe Cleaning, Inc.
Kansas City,MO United States Date Filed:
2 Name of governmental entity or state agency that is a party to the contract for which the form is 03/07/2016
being filed.
City of Corpus Christi Date ckno ledged:
all 110N
3 Provide the identification number used by the governmental entity or state agency to track or identify the contract,and provide a
description of the goods or services to be provided under the contract.
90-1 PR 20079
Small diameter Wastewater Line Cleaning and Inspection -
4
Nature of interest(check applicable)
Name of Interested Party City,State,Country(place of business)
Controlling Intermediary
•
5 Check only if there is NO Interested Party. ❑
X
6 AFFIDAVIT
slow,rw.n ftuo'''i I swear,or affirm,under penalty of perjury,that the above disclosure is true and correct.
t.
et.,4r, -5P•f L� /A�a�` •t,.? NOTARY �,,.�_ [ )nomt : PUBLIC s �""` I„I� Va,..7(--
,....e.
E NOTARY
= SEAL = Signature of authorized agent of contracting business entity
101 #15385237 —4-7
AFFIX NO IS / ,e /F
Sworn to and sub�`6tiOp �,fiw�2`me.,by the said 3(JCS' Gam./Z f>)7tr ,this the 7/ day of itok r /7
20 /6.1 s ,to certify which,witness my hand and seal of office.
r--- -- ((;:i'Ll (-•-•-j- ,,--2
Signa ut re 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 V1.0.312