HomeMy WebLinkAboutResolution - 2017-R0040 - Utility Contractors Of America - 02_09_2017Resolution No. 2017-R0040
Item No. 5.12
February 9, 2017
RESOLUTION
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock is hereby authorized and directed to execute for
and on behalf of the City of Lubbock, Contract No. 13245 for Water & Sanitary Sewer Tap
Installation and Construction Services, by and between the City of Lubbock and Utility
Contractors of America, Inc., of Lubbock, Texas, and related documents. Said Contract is
attached hereto and incorporated in this resolution as if fully set forth herein and shall be
included in the minutes of the City Council.
Passed by the City Council on _ _ February 9, 2017
DANIEL M. PCrPE, MAYOR
ATTEST:
Plte4a4' )Y��
Re ecca Garza, City S re
yy
VED AS TO CONTENT:
P.E., Director of Public Works
APPROVED AS TO FORM:
I
L. Sims,
RES.Contract 13245-Utility Contractors of America, Inc.
January 25, 2017
Resolution No. 2017-R0040
Contract 13245
City of Lubbock, TX
Water & Sanitary Sewer Tap Installation and Construction Services
Service Agreement
This Service Agreement (this "Agreement") is entered into as of the 91h day of February, 2017
("Effective Date") by and between Utility Contractors of America, Inc., (the Contractor), and the City of
Lubbock (the "City").
RECITALS
WHEREAS, the City has issued a Request for Proposals 17-13175-TF, Water & Sanitary Sewer Tap
Installation and Construction Services.
WHEREAS, the proposal submitted by the Contractor has been selected as the proposal which best
meets the needs of the City for this service; and
WHEREAS, Contractor desires to perform as an independent contractor to provide Water & Sanitary
Sewer Tap Installation and Construction Services, upon terms and conditions maintained in this Agreement;
and
NOW THEREFORE, for and in consideration of the mutual promises contained herein, the City and
Contractor agree as follows:
City and Contractor acknowledge the Agreement consists of the following exhibits that are attached
hereto and incorporated herein by reference, listed in their order of priority in the event of inconsistent or
contradictory provisions:
1. This Agreement
2. Exhibit A — Specifications
3. Exhibit B — Proposal Pricing Sheet
4. Exhibit C — Insurance
5. Exhibit D — Primary and Secondary Designations
Scope of Work
Contractor shall provide the services that are specified in Exhibit A. The contractor shall execute services
as the named primary and secondary provider as specified in Exhibit D. The Contractor shall comply with
all the applicable requirements set forth in Exhibits B, and C, attached hereto.
Article 1 Services
1.1 The contract shall be for a term of one year, with the option of three, one year extensions,
said date of term beginning upon formal approval. All stated annual quantities are
approximations of usage during the time period to be covered by pricing established by this
bid. Actual usage may be more or less. Order quantities will be determined by actual need.
The City of Lubbock does not guarantee any specific amount of compensation, volume,
minimum, or maximum amount of services under this solicitation and resulting contract.
1.2 The Contractor shall not assign any interest in this Agreement and shall not transfer any
interest in the Agreement, whatsoever, without prior consent of the City.
1.3 All funds for payment by the City under this Agreement are subject to the availability of an
annual appropriation for this purpose by the City. In the event of non -appropriation of funds
by the City Council of the City of Lubbock for the goods or services provided under the
Agreement, the City will terminate the Agreement, without termination charge or other
liability, on the last day of the then -current fiscal year or when the appropriation made for
the then -current year for the goods or services covered by this Agreement is spent, whichever
event occurs first. If at any time funds are not appropriated for the continuance of this
Agreement, cancellation shall be accepted by the contractor on 30 days prior written notice,
but failure to give such notice shall be of no effect and the City shall not be obligated under
this Agreement beyond the date of termination.
Article 2 Miscellaneous.
2.1 This Agreement is made in the State of Texas and shall for all purposes be construed in
accordance with the laws of said State, without reference to choice of law provisions.
2.2 This Agreement is performable in, and venue of any action related or pertaining to this
Agreement shall lie in, Lubbock, Texas.
2.3 This Agreement and its Exhibits contains the entire agreement between the City and
Contractor and supersedes any and all previous agreements, written or oral, between the
parties relating to the subject matter hereof. No amendment or modification of the terms of
this Agreement shall be binding upon the parties unless reduced to writing and signed by
both parties.
2.4 This Agreement may be executed in counterparts, each of which shall be deemed an original.
2.5 In the event any provision of this Agreement is held illegal or invalid, the remaining
provisions of this Agreement shall not be affected thereby.
2.6 The waiver of a breach of any provision of this Agreement by any parties or the failure of
any parties otherwise to insist upon strict performance of any provision hereof shall not
constitute a waiver of any subsequent breach or of any subsequent failure to perform.
2.7 This Agreement shall be binding upon and inure to the benefit of the parties and their
respective heirs, representatives and successors and may be assigned by Contractor or the
City to any successor only on the written approval of the other party.
2.8 All claims, disputes, and other matters in question between the Parties arising out of or
relating to this Agreement or the breach thereof, shall be formally discussed and negotiated
between the Parties for resolution. In the event that the Parties are unable to resolve the
claims, disputes, or other matters in question within 30 days of written notification from the
aggrieved Party to the other Party, the aggrieved Party shall be free to pursue all remedies
available at law or in equity.
2.9 At any time during the term of the contract, or thereafter, the City, or a duly authorized audit
representative of the City or the State of Texas, at its expense and at reasonable times,
reserves the right to audit Contractor's records and books relevant to all services provided to
the City under this Contract. In the event such an audit by the City reveals any errors or
overpayments by the City, Contractor shall refund the City the full amount of such
overpayments within 30 days of such audit findings, or the City, at its option, reserves the
right to deduct such amounts owing the City from any payments due Contractor.
2.10 The City reserves the right to exercise any right or remedy to it by law, contract, equity, or
otherwise, including without limitation, the right to seek any and all forms of relief in a court
of competent jurisdiction. Further, the City shall not be subject to any arbitration process
prior to exercising its unrestricted right to seek judicial remedy. The remedies set forth herein
are cumulative and not exclusive, and may be exercised concurrently. To the extent of any
conflict between this provision and another provision in, or related to, this do.
2.11 The contractor shall not assign or sublet the contract, or any portion of the contract, without
written consent from the Director of Purchasing and Contract Management. Should consent
be given, the Contractor shall insure the Subcontractor or shall provide proof of insurance
from the Subcontractor that complies with all contract Insurance requirements document, this
provision shall control.
IN WITNESS WHEREOF, this Agreement is executed as of the Effective Date.
CITY OF LUBBOCK, TX: CONTRACTOR:
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Daniel M. Pope, Nfayor Contractor's Signature
ATTEST: Okp
Printed Name
Reb ca Garza, City Secre ai-Y
Title
APPROVED AS TO CONTENT:
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Michael G. Keenum, P.E., City Engineer
APPROVED AS TO
EXHIBIT A
City of Lubbock, TX
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
Specifications
INTRODUCTION AND OVERVIEW
The City of Lubbock Public Works Water Engineering is seeking a contract(s) for installation of
various water and sanitary sewer components. Major contract items are: installation of sewer and
water taps, installation of water lines and valves, installation of fire hydrants, installation of
sanitary sewer lines and manholes, boring and casing installation, and rental of various pieces of
construction equipment with operators. Construction materials are to be provided by the City of
Lubbock and installed by the successful offeror.
PART1 GENERAL
1.1 WORK INCLUDED
A. Contractor to provide water and sanitary sewer utility installation services as
specified, including:
1. Sanitary sewer service (taps) connections.
2. Water service connections (taps).
3. Potable water main construction.
4. Sanitary sewer main construction.
5. Boring services.
6. Hydro excavation services.
7. Equipment and operator rental services.
8. Testing services and equipment for water and sanitary sewer construction.
9. Compaction or 1 '/z sack controlled low strength material (flowable fill)
10. Contractor is responsible for all traffic control devices. Traffic control shall
meet or exceed the TMUTCD for all work on City of Lubbock streets and
roads. All TXDOT streets or roads must also meet or exceed standards
unique to TxDOT permit requirements.
11. SCBA equipment for confined space entry
12. Contractor is responsible for providing a testing lab for density tests to 95%
of standard proctor. The testing will be subsidiary to the items of this
contract.
B. Materials will be provided by the City of Lubbock to the Contractor's designated
receiving area.
1. Water tap material.
2. Sanitary sewer tap material.
3. Potable water main pipe, valves, fittings, fire hydrants and accessories.
4. Sanitary sewer main pipe, manholes and manhole covers and accessories.
5. Steel casing, casing spacers and end seals, if used.
6. Paving repair materials and services for paving cuts in streets and alleys.
7. Gravel embedment.
8. Testing supervision for water and sewer construction projects
9. Water will be provided (if readily available)
C. Material Ownership
All materials will be delivered to the Contractor's designated receiving area
by City of Lubbock forces. Once the Contractor takes possession of the
materials provided by the City of Lubbock, the materials then become the
responsibility of the Contractor. Any materials requiring replacement due
to damage, theft, or any reason will be the responsibility of the Contractor
to replace. If additional materials are needed the contractor must request
these items from the City of Lubbock. All additional materials will be
delivered to the Contractor's designated area by City of Lubbock forces.
D. Unit Prices
Work will be paid for on the basis of the unit prices submitted in the
documents.
2. Unit bid prices are to include all equipment, labor and ancillary components
necessary for a complete and functional installation.
3. Invoicing to the City of Lubbock must be itemized, based on the unit price
list.
1.2 QUALITY ASSURANCE
A. Regulatory Requirements.
1. All work will conform to the most recent version of the City of Lubbock
Water Utilities Design Standards for Water and Sewer Construction.
2. Contractor is required to provide proper notification to the State of Texas
One Call network and comply with State regulatory notification
requirements in addition to the City of Lubbock While Line Ordinance.
3. All work shall conform to the most recent version of applicable standards
of the Occupational Health and -Safety Administration (OSHA).
4. Contractor performing work shall be Confined Space Certified as regulated
by the Occupational Health and Safety Administration (OSHA).
5. Traffic control measures shall conform to the most recent version of the
Texas Manual on Uniform Traffic Control Devices.
6. All work shall conform to the most recent version of applicable
requirements of the Texas Commission of Environmental Quality (TCEQ).
7. All work shall be in compliance with other local, state and federal
regulations as appropriate.
8. All work within public rights of ways will require a completed permit with
the City of Lubbock call Claude Kniesley 806-775-3157.
9. All work within TxDOT (Texas Department of Transportation) rights of
ways will have a completed permit before any work can begin. The
contractor must keep this permit at the job site while construction is
ongoing. In addition the contractor must notify TxDOT 48 hours in advance
of construction activities call Linda Parker 806-748-4407
1.3 SEQUENCING AND SCHEDULING
A. Installation Time
Water and sewer taps shall be completed within 21 calendar days from the
date the order is received by the Contractor and all work refusals must be
declared within 5 business days of receipt of order. If the order is not
refused within 5 business days the contractor will be required to perform
the work with no price adjustment being given for any extenuating
circumstances.
Certain water and sanitary sewer taps will be required to be installed
with in 24 hours after the order is issued should there be a health,
safety and public welfare concern established.
b. The Chief Water Utilities Engineer will determine the establishment
of a health, safety and welfare concern.
C. Any Taps exceeding the 21 calendar day time limit, through no fault
of the City, will be assessed a 100 dollar per day Liquidated
Damage.
d. Repeated performance failures will receive written warnings, which
may result in termination of contract.
2. Water and sanitary sewer main construction will begin within a minimum
of 14 calendar days of issuance of a notice to proceed.
3. Normal installation will require 48 hours waiting period before work may
begin to comply with the State notification requirements.
4. A $100 mobilization credit will be applied to Contractor's invoices for
instances that involve verified remobilization caused by developers and
landowners who fail to prepare for the installation of taps at the job site. The
verification and or approval of a mobilization credit is at the total discretion
of the City of Lubbock on a case by case basis. The contractor must provide
sufficient information as to the need for remobilization.
5. All taps are to be installed within 21 days of the tap application date. City
shall supply electronically a list of any installations that the City proposes
to install in-house to avoid duplication and expense by either City or
Contractor, which includes emergency installations; emergencies as set
forth in Texas Utilities Code, title 5, Chapter 251. Contractor shall complete
installation and electronically input the necessary information on the
individual tap cards within the City's system, thereby notifying the City of
the completion date and all pertinent documentation of the specific tap
including depth and location. City retains capability of immediately
accessing this information and answering to the satisfaction of the inquiring
customer. All reports, summaries or documentation related to that specific
address are thereby retained and controlled by the City. Contractor shall
immediately via electronically generated correspondence, make City aware
of circumstances beyond his control of any specific installation problem,
prohibiting the Contractor's ability to meet the deadline for specified
compliance.
1.4 WARRANTY
A. Contractor shall provide a standard one year construction warranty on all work
performed under this contract. This includes, but not limited to, backfill
requirements, pavement and alleys repairs under this contract.
B. The Contractor will be notified of deficiencies which occurred within the one-year
warranty period. Contractor is responsible for performing any repairs necessary
for work found defective at no added cost to the City of Lubbock, even for
repairs accomplished outside of the warranty period.
C. The time for this warranty begins at the time of acceptance of the work associated
with each job order. The work will be considered accepted when the City of
Lubbock makes payment for the work.
1.5 EXPERIENCE
A. Contractor will have a minimum of five (5) years experience in Municipal water
and sanitary sewer construction of a similar nature to the scope of work herein
specified and must list five (5) major projects constructed within the past five (5)
years that illustrate Contractor's experience with projects similar to the project
herein specified.
B. Contractor will have experience working in alleys or other congested environments
and good public interaction as determined by reference checks and as determined
by the Director of Water Utilities.
C. In order to comply with state regulations the contractor must have at a minimum 1
staff member licensed by the TCEQ (Texas Commission of Environmental Quality)
with a class A, B, C or D water operators license on site during any construction
activities. If the license holder is a class D on site a staff member with a class C or
greater license must be available by phone at all times during installation activities,
PART 2 SERVICES
2.1 Sanitary Sewer Service Connections
A. Contractor will be required to white line the site for utility locates, and request
locates, prior to any work being performed.
B. Contractor is required to extend the service pipe to the property line, which
typically varies from 5 to 20 feet. Connection of the tap to the service line shall be
the responsibility of the customer.
C. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
D. Contractor shall use 1 '/z sack controlled low strength material (flowable fill) with
pea gravel in areas paved or proposed to be paved. All flowable fill shall be T-
Capped in accordance with the City of Lubbock Ordinance. The contractor is
responsible for haul off of excess material when flowable fill is used.
E. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
F. Sewer tap shall be left at a 5 foot depth and tightly plugged at property line, unless
otherwise instructed in the work order.
G. Clean up construction area after completion of work returning the area to as near as
possible to pre -construction conditions.
H. Involves the excavation to the sanitary sewer main and installation of the requested
size service saddle to the sewer main. The sewer main will vary in diameter from
6 inches to 12 inches.
I. The Contractor must demonstrate the necessity for special provisions due to rock
excavation. Upon City approval, allowance shall be made for the application of
50,OOO1b excavator unit pricing.
2.2 Water Service Connections
A. Contractor will be required to white line the site for utility locates, and request
locates, prior to any work being performed.
B. Contractor is to extend the service line to the property line, which typically varies
from 5 to 20 feet.
C. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
D. Contractor shall use 1 '/2 sack controlled low strength material (flowable fill) with
pea gravel in areas paved or proposed to be paved. All flowable fill shall be T-
Capped in accordance with the City of Lubbock Ordinance. The contractor is
responsible for haul off of excess material when flowable fill is used.
E. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
F. Install meter box and valve box to proposed grade as per City specifications.
G. Clean up construction area after completion of work returning the area to as near a
possible to pre -construction conditions.
H. Requires excavation to the water main and installation of the requested size water
tap on the water main. The water main diameter will vary from 4 to 16 inches.
I. The Contractor has a right to refuse work within 5 business days by written
request. Authorization to refuse work shall be given by the Chief Water Utilities
Engineer only.
2.3 Potable Water Main Construction
A. Contractor will excavate and install water mains, fittings, valves and accessories as
required for a complete installation.
B. Contractor will comply with the most recent version of the City Of Lubbock Water
Utilities excavation standards. Typical burial depth is 5 feet to the top of pipe or
encasement.
C. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
D. Contractor has the option use 1 '/z sack controlled low strength material (flowable
fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall
be T- Capped in accordance with the City of Lubbock Ordinance. Use of optional
flowable fill for mains construction is at the contractors cost. The contractor is
responsible for haul off of excess material when flowable fill is used.
E. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility Backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
F. Contractor is responsible for all costs associated mobilization, demobilization,
removal and disposal of excess excavation material and construction debris, and
pavement cuts, and all other work necessary for a complete and functional
installation no additional compensation other than the associated pay items above
will be given.
G. The Contractor must demonstrate the necessity for special provisions due to rock
excavation. Upon City approval, allowance shall be made for the application of
50,OOO1b excavator unit pricing.
2.4 Sanitary Sewer Main Construction
A. Contractor will excavate and install sanitary sewer mains, manholes and
accessories as required for a complete installation.
B. Contractor will comply with the most recent version of the City Of Lubbock Water
Utilities excavation standards. Bury depth will vary, but minimum cover shall, be
4 feet.
C. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
D. Contractor has the option use 1 'h sack controlled low strength material (flowable
fill) with pea gravel in areas paved or proposed to be paved. All flowable fill shall
be T- Capped in accordance with the City of Lubbock Ordinance. Use of optional
flowable fill for mains construction is at the contractors cost. The contractor is
responsible for haul off of excess material when flowable fill is used.
E. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
F. Contractor is responsible for all costs associated with mobilization, demobilization,
removal and disposal of excess excavation material and construction debris, and
pavement cuts, and all other work necessary for a complete and functional
installation.
G. The Contractor has a right to refuse work within 5 business days by written
request. Authorization to refuse work shall be given by the Chief Water
Utilities Engineer only.
H. The Contractor must demonstrate the necessity for special provisions due to rock
excavation. Upon City approval, allowance shall be made for the application of
50,OOO1b excavator unit pricing.
2.5 Boring Services
A. Contractor will provide all equipment and labor necessary to bore, install steel
casing, install pipe in casing, and install pipe spacers as needed.
B. Casing may be in joints 40 feet in length or shorter. Contractor shall provide labor,
materials and equipment necessary to weld casing segments together.
C. Contractor shall be responsible for all costs associated with mobilization,
demobilization, removal, disposal of excess excavation material and construction
debris, pavement cuts and repairs, and all other work necessary for a complete and
functional installation.
D. Contractor shall comply with the most recent version of the City Of Lubbock Water
Utilities excavation standards. Any changes that are made while unit price contract
is in effect shall be addressed on a case -by -case basis.
E. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
F. Contractor shall use 1 % sack controlled low strength material (flowable fill) with
pea gravel in all paved areas or areas proposed to be paved. The contractor is
responsible for haul off of excess material is used.
G. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
H. Payment for boring service will be based on length of casing installed or beginning
and ending stations as staked by the Owner when not encased.
I. Boring operations do not supplement work of City crews. No refusal of work will
be allowed with requests to bore.
2.6 HYDRO EXCAVATION
A. Contractor shall have a maximum of 5 days to respond to each work request. Delays
in response will affect performance reports and yearly contract renewal. Weather
and other factors causing delays will be evaluated on a case -by -case basis.
B. Hydro excavator shall be Super Products Mud Dog 1200, or equal, and proven
capable of at least:
a. 2500 psi water pressure
b. 1000 gallons on -board water supply
c. 25" Hg vacuum pressure and 5000 cfm air capacity
d. 12 cubic yards on -board spoils volume
C. Contractor shall provide all equipment and labor necessary to complete the work
assigned including necessary tools, equipment.
D. Contractor shall provide their own supply of water, unless the City makes water
available and prior arrangements have been approved. The City will not guarantee
water supply for excavation prior to, during, or after the job.
E. The City shall white line proposed area to be potholed, but Contractor shall be
responsible for requesting locates as well as verifying and protecting underground
utilities.
F. Contractor may only dispose of spoils on site with permission City project manager
or inspector.
G. Unit prices for labor & equipment associated with hydro excavation will be paid
for on an hourly basis for work accomplished on site only. All other charges will
be paid, once per job, to the mobilization line item.
2.7 Electronic Communication
A. Contractor shall be capable of communicating with the City of Lubbock through
email and have access to the Internet.
B. Contractor is required to have the capability to receive and respond to tap orders
through the City of Lubbock's electronic tap system.
C. Contractor is required to demonstrate this capability at the time of submission.
D. Documentation of water and sewer tap locations as installed shall be provide by
contractor in entry of work completed.
PART 3 EXECUTION
3.1 Examination
A. Contractor is responsible for inspecting each construction site to determine the
conditions are suitable for the planned activity.
B. Unsuitable conditions shall be brought to the attention of the Owner prior to the
commencement of any work.
3.2 Preparation
A. Contractor is responsible for verifying and protecting surrounding utilities and
areas.
B. Contractor is responsible for compliance with the Texas Excavation Safety System
and the most current City of Lubbock Ordinance associated with white line
notification.
C. Any repair to damaged areas or utilities shall be at the Contractor's expense.
D. Contractor is responsible for proper notification of other utilities before
commencing work.
E. Contractor is responsible for providing all traffic control setup, devices, barricades,
preparation and submission of a traffic control plan to the governing agency as
necessary at the expense of the contractor.
F. All work shall include installation and maintenance of all BMP's (Best
Management Practices) as necessary to comply with the City of Lubbock storm
water ordinance and TCEQ (Texas Commission of Environmental Quality)
construction general permits. This work is subsidiary to the various items of the
contract.
3.3 Installation
A. Contractor shall install components in accordance with the latest requirements of
the City of Lubbock Design Standards.
B. Contractor shall disinfect water mains and components in accordance with the latest
version of the City Of Lubbock Design Standards and the requirements of the Texas
Council on Environmental Quality. Contractor is responsible for providing the
disinfectant chemicals at no additional expense to the City of Lubbock.
C. Backfill in accordance with the most recent Public Works Engineering Minimum
Design and Construction Standards of the City of Lubbock. At a minimum
mechanical compaction shall meet 95% Modified Proctor Density (with moisture
content of +/-2% of optimum) in paved areas and 90% Modified Proctor Density
(with moisture content of +/-2% of optimum) in unpaved areas." Backfill shall be
accomplished in 6-8" lifts in unpaved areas. Density testing of compacted areas
must be performed at least once per installation and for every 50'of pipe length and
every 2 feet of lift.
D. ,Contractor shall use 1 % sack controlled low strength material (flowable fill) with
pea gravel in all paved areas or areas proposed to be paved. The contractor is
responsible for haul off of excess material is used.
E. Use of flowable fill as a contractor's means and methods will not result in additional
charges to the City. All use of flowable fill for utility backfill shall comply with
the most recent release of the City's Design Standards. Use of item for additional
flowable fill by cubic yard must have billed quantities approved by the City
inspector prior to payment.
3.4 Field Quality Control
A. Test installed components in accordance with the latest version of the City Of
Lubbock Design Standards and the Texas Council on Environmental Quality.
B. City of Lubbock personnel will inspect all aspects of construction for safety and
compliance at the Engineers own discretion.
C. Water main construction must be disinfected and pressure tested in accordance with
the most recent version of the City Of Lubbock Design Standards.
D. Sanitary sewer mains must be mandrel tested in accordance with the most recent
version of the City Of Lubbock Design Standards.
E. Sanitary sewer manholes must be vacuum tested in accordance with the most recent
version of the City Of Lubbock Design Standard.
F. Sanitary sewer line mains must be pressure tested in accordance with the most
recent version of the city of Lubbock Water Utilities Design Standards.
G. Density testing will be performed for every 2 feet of lift and 50'of pipe length. At
a minimum at least one test will be performed per installation. All density testing
is at the contractor's expense.
EXHIBIT B
City of Lubbock, TX
Proposal Pricing Shect
RFP 17-1.3175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
REVISED
ITEM I DESCRIPTION I QTl' • u!M uNil- COS"r• EXTENDED COST
GROUP A: SERVICE CONNECTIONS
EWER SERVICE CONNECTIONS Secondary - Group A
(As s cified herein)
Al.
Service Connections 0' to 4' Deep. As
75
EA
��'
�s�(
specified herein
A2
Service Connections 5' to 8' Deep. As
100
EA
—70,OX
specified herein
A3.
ervice Connections 8' to 12' Deep.
100
EA
s specified herein
A4.
Service Connections 12' to 15' Deep.
75
EA
��,�
�����
ss specified herein
A5.
Service Connections 15' to 18' Deep.
10
EA
Q
J
s specified herein
A6.
Service Connections 18' to 20' Deep.
2
EA
s specified herein
WATER SERVICE CONNECTIONS
(Asspecified herein)
A7
One Inch Water Meter Tap. As
800
EA
��7/"'
rr��//ll OW
specified herein
A8.
Two inch Tap for One and one-half
20
EAO
Inch Water Meter. Ass specified herein
A9.
Two Inch Water Meter Tap. As
50
EA
S Qv')
A-1
! D00
specified herein
A 10.
Four inch Tap for Three Inch Water
25
EA
`voo
Sit
Meter. Asspecified herein
TRAFFIC CONTROL
Ass ecified herein)
A 11.
Cost per job for complete setup of
XDOT approved and permitted
(Cost plus maximum of 10% markup with City approved submittal of cost
barricades asspecified herein.
summary from barricades and signage sub -contractor)
Cost per job for complete setup of
(Cost plus maximum of 10% markup with City approved submittal of cost
Al2.
barricade for City thoroughfare (T-I
summary from barricades and signage sub -contractor)
T-2) asspecified herein.
ost,per job for complete setup of
,
A 13.
barricades for other City street
25
EA
t 5�
3
1OSUres asspecified herein.
�7
SHIPALT AND CONCRETE CUT AND REMOVAL
As s ecified herein)
Square Foot of Asphalt Cut and
A 14.
Removed for pipeline installation. As
2,000
SF
S 4
G%9U
specified herein
(D
quare Foot of Concrete Cut and
A 15.
Removed for pipeline installation, As
600
SF
%
S CDC)
66ff�
ecified herein
Offeror's Initials: & /✓
City, of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
REVISED
ITEM
DESCRIPTION
Q-1'h' •
U/M
UNIT COST'
EXTENDED COST
ost for ditch in Rock to be verified
A 16.
y City of Lubbock Inspector prior to
40
HR
��
ommencement of work (per hour
ncountered). Ass ecified herein
FLOWABLE FILL
Ass ecified herein)
1.5 Cubic Yards Flowable Fill for
A17.
Water Taps in Paved Alleys. As
500
EA
3 So
specified herein.
2 Cubic Yards Flowable Fill for
A18.
Sewer Taps in Paved Alleys. As
200
EA
��
�plQQd
ecified herein.
Add Flowable Fill Per Cubic Yard for
A 19.
Streets & Other Areas. As specified
50
CY
3 / ® C9
S
herein.
TOTAL FOR GROUP A, ITEMS AI THROUGH A19.
ROUP B: MAIN CONSTRUCTION, BORE & INSTALL, MISCELLANEOUS EQUIPMENT AND ASPHALT
AND CONCRETE
POTABLE WATER MAIN CONSTRUCTION
(As specified herein) Secondary Group B-2
B I
" Class 150 Water Pipe. As specified
1,000
FT
S
G�11900
herein
B2
" Class 150 Water Pipe. As specified
5,000
FT
herein
B3
"Class 150 Water Pipe. As specified
5,000
FT
5-7
l�� (j(�v
herein
B4
10" Class 150 Water Pipe. As
1,000
FT
2
specified herein
✓�
B5
(2" Class 150 Water Pipe. As
1,000
FT
specified herein
B6
16" Class 150 Water Pipe. As
500
FT
$
specified herein
B7
" Gate Valve and Box. As specified
10
EA
��!
�—
herein
B8
" Gate Valve and Box. As specified
30
EA
s
1
herein
Gate Valve and Box. As specified
30
EA
i 5 i 750
herein
Offerol's Initials: _�
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
REVISED
ITEM
DESCRIPTION
QTl"
Il/M
UNIT COST"
EXTENDED COST
B 10.
10" Gate Valve and Box. As specified
10
EA
yy-
519W
herein
B I I
12" Gate Valve and Box. As specified
10
EA
S-
U10m
herein
B 12
16" Gate Valve and Box. As specified
5
EA
��
�/
Soo
herein
i,
B13
"x 4" Main Line Tap. As specified
50
EA
Q,Lb
herein
B 14
" x 6" Main Line Tap. As specified
50
EA
���
qO1
herein
B 15.
" x 4" Main Line Tap. As specified
50
EA
�oD
�� �7
herein
r
B 16.
" x 6" Main Line Tap. As specified
50
EA
MO
z/
L{�� 603
herein
B 17
" x 8" Main Line Tap. As specified
50
EA
LIa
herein
B 18
10" x 4" Main Line Tap. As specified
10
EA
herein
B 19
10" x 6" Main Line Tap. As specified
10
EA
herein
B20
10" x 8" Main Line Tap. As specified
10
EA
herein
B21
10" x 10" Main Line Tap. As
10
EA
$ 0
I (pGb
specified herein
B22
12" x 4" Main Line Tap. As specified
25
EA
��-{, DDO
herein
B23
12" x 6" Main Line Tap. As specified
25
EA
��
��, cod
herein
1324
12" x 8" Main Line Tap. As specified
25
EA
I OQ%
060
herein
B25.
12" x 10" Main Line Tap. As
specified herein
25
EA
S�O�
(P50e
B26
12" x 12" Main Line Tap. As
25
EA
S
specified herein
B27
tr x 4" Main Line Tap. As specified5
EA
[��
_71(900
herein
B28
16" x 6" Main Line Tap. As specified
5
EA
b
—7 OOo
herein
1329
16" x 8" Main Line Tap. As specified
5
EA
t
1 {
"1 D(�
herein
B30
16" x 10" Main Line Tap. As
5
EA
�� Olio
specified herein
1331.
16" x 12" Main Line Tap. As
specified herein
5
EA
S
x Q 11Om
Offeror's Initials: 816
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TI+
Water & Sanitary Sewer Tap Installation and Consiruction Services
(To be completed and returned with Proposal)
REVISED
ITEA1
DESCRIPTION
QT1' I
U/M
UNIT COST*
EXUNDED COST
B'2.
5' Bury Fire Hydrant Set for new��
50
EA
installation. Ass specified herein
B3''
Additional Fire Hydrant Bury Depth.
100
FT
IN
Ass specified herein
B'4'
Fire Hydrant Adjustment. As
20
EA
-ice
I Sio00
specified herein
B35.
"Ductile Iron Fitting (including ells,
30
EA
ees, bends, etc.). Ass specified herein
1336
" Ductile Iron Fitting (including ells,
30
EA
S 2
�b
tees, bends, etc.. Asspecified herein��/
1337
" Ductile Iron Fitting (including ells,
30
EA
'
rJ
S
tees, bends, etc.). Ass specified herein
10" Ductile Iron Fitting (including
B38.
ells, tees, bends, etc.). As specified
20
EA
is &I
S T1i06b
herein
12" Ductile Iron Fitting (includin
B39.
ells, tees, bends, etc.). As specified
30
EA
s , l�
`�
1-�
herein
16" Ductile Iron Fitting (including
B40.
ells, tees, bends, etc.). As specified
20
EA
S 15V
`I J�
q,G0d
herein
Additional Water Main Depth in
B41.
excess of 5 feet of cover (per linear
500
FT
Ct
I�Si�DU
root). Asspecified herein
SANITARY SEWER MAIN CONSTRUCTION
As specified herein)
B42
" PVC Sanitary Sewer Pipe 0' to 4'
200
FT
Deep. Ass ecified herein
B43
" PVC Sanitary Sewer Pipe 4' to 6'
200
FT
L.f
9�a
Deep. Asspecified herein
B44.
" PVC Sanitary Sewer Pipe 6' to 8'
300
FT
S jql&f o
Deep. Asspecified herein
B45.
"PVC Sanitary Sewer Pipe 8' to 10'
300
FT
Dee .Asspecified herein
B46.
" PVC Sanitary Sewer Pipe 10' to
�00
FT
12' Deep. Ass specified herein
B47.
" PVC Sanitary Sewer Pipe 12' to
200
FT
I (000
14' Deep. Asspecified herein
1348.
" PVC Sanitary Sewer Pipe 0' to 4'
100
FT
L / uco
Deep. Asspecified herein
B49.
" PVC Sanitary Sewer Pipe 4' to 6'
100
FT
�7
tf ADD
Deep. Asspecified herein
t
B50
" PVC Sanitary Sewer Pipe 6' to 8'
100
FT
s t4 1 90Q
ee p. As specified herein
Offerol's Initials: (��
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
REVISED
ITEM
DESCRIM ION
QTY
U/M
UNIT COST*
EXTENDED COST
B51
" PVC Sanitary Sewer Pipe 8' to 10'
100
FT
55
Dee . Asspecified herein
652.
" PVC Sanitary Sewer Pipe 10' t
100
FT
12' Dee . Ass specified herein
653.
" PVC Sanitary Sewer Pipe 12' to
100
FT
S
(Aco
14' Deep. As specified herein
854.
" PVC Sanitary Sewer Pipe 14' t
100
FT
��
(Q (pot)
16' Deep. Asspecified herein
I
B55.
" PVC Sanitary Sewer Pipe 16' t
100
FT
$
10, 900
18' Deep. Ass specified herein
B56.
)' PVC Sanitary Sewer Pipe 18' to
100
FT
Sl a V
0' Dee . Ass specified herein
1��
B57
10" PVC Sanitary Sewer Pipe 0' to 4'
100
FT
7
Deep. s secified herein
B58
10" PVC Sanitary Sewer Pipe 4' to 6'
100
FT
qt
Deep, Asspecified herein
B59.
10" PVC Sanitary Sewer Pipe 6' to 8'
100
FT
Lj",Oop
Deep. Asspecified herein
B60.
10" PVC Sanitary Sewer Pipe 8' to
100
FT
10 Deep. Asspecified herein
B61
10" PVC Sanitary Sewer Pipe 10' to
100
FT
(06
12 Deep. As specified herein
B62.
10" PVC Sanitary Sewer Pipe 12' t
100
FT
��
-7,
14' Deep. Asspecified herein
B63.
10" PVC Sanitary Sewer Pipe 14' to
100
FT
`
16' Deep. Ass specified herein
B64,
10" PVC Sanitary Sewer Pipe 16' to
100
FT
10 00D
18' Deep. Asspecified herein
✓
B65.
10" PVC Sanitary Sewer Pipe 18' to
100
FT
0' Dee . Asspecified herein
B66.
12" PVC Sanitary Sewer Pipe 0' to 4'
100
FT
p
Deep. Asspecified herein
B67
12" PVC Sanitary Sewer Pipe 4' to 6'
100
FT
L
/
Deep. Asspecified herein
B68
1 " PVC Sanitary Sewer Pipe 6' to 8'
100
FT
IU()
Deep. Asspecified herein
B69
12" PVC Sanitary Sewer Pipe 8' to
100
FT
S f
Ur
� C ID
10 Deep. Ass specified herein
?
B70
12" PVC Sanitary Sewer Pipe 10' to
100
FTa
CP
�a
12' Deep. Ass specified herein
%
B71.
12" PVC Sanitary Sewer Pipe 12' to
100
FT
—7r qOO
14' Dee . As specified herein
12" PVC Sanitary Sewer Pipe 14' to
100
1
FTj�
16' Deep. Asspecified herein
O fLroG's 1e196als: _. i /j
City of Lubbock, TX
Proposal Pricing Shect
RF1' 17-13175-TF
Water & Sanitary Sewer Tap Installation and Conshvction Services
(To be completed and returned with Proposal)
REVISED
ITEM
DESCRIPTION
QTY •
U/M
UNIT COST`
EXTENDED COST
673.
12" PVC Sanitary Sewer Pipe 16' to
100
FT
18' Deep. As specified herein
B74
12" PVC Sanitary Sewer Pipe 18' to
100
FT
(ZJ�
1 ,:5i GZ)O
0' Deep. Ass specified herein
B75
Standard Manhole 4' or less. As
100
EA
tr
1
specified herein
Cost for Additional Vertical Feet
B76.
Standard Manhole. As specified
50
FT
SO
si
herein
B77
Drop Manhole 4' or less. As specified
50
EA
herein
B78
Cost for Additional Vertical Feet
100
FT
���OPB
DropManhole. As s pecifned herein
B79
Cost to Tie to an Existing Manhole.
100
EA
16DD
a,�a
s specified herein
B80,
" x 4" Wye with Plug. As specified
10
EA
55b
G�/ 5-00
herein
B81
" x 4" Wye with Plug. As specified
10
EA
(per
�PiDDD
herein
B82
10" x 4" Wye with Plug. As specified
10
EAR
iPr Gobi
herein
B83
12" x 4" Wye with Plug. As specified
10
EA
��
herein
" Service Extension to Property Line
B84.
with Plug in excess of 15 feet. As
100
EA
('000
�OOD
specified herein
B85
" Plug. As specified herein
10
EA
f-7o
B86
" Plug. As specified herein
10
EA
lr �
B87
10" Plug. As specified herein
10
EA
ZOU
� OUG
B88
12" Plug. As specified herein
10
EA
7�
BORE FOR AND INSTALL CASING AND PIPE primary Group B-1
Asspecified herein)
Bore on grade and Install 12" Steel
B89.
Casino and install PVC pipe with
100
FT
S
S�!a Spp
spacers. Asspecified herein
Bore on grade and Install 14" Steel
B90.
Casing and install PVC pipe with
100
FT
1 �(S
cz Soo
spacers. Asspecified herein
Bore on grade and Install 16" Steel
691.
Casing and install PVC pipe with
100
FT
d1 (j
--)r taw
spacers. Asspecified herein
'?
Offeror's Initials:
6
C6
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water- & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
REVISED
ITEM
DESCRIPTION
QT%
U/M
UNIT COS"r•
EXTENDEDCOST
Bore on grade and Install 18" Steel
B92.
Casing and install PVC pipe with
100
FT
acers. Asspecified herein
vZil)
ore on grade and Install 20" Steel
B93.
asing and install PVC pipe with
100
FT
pacers. Ass specified herein
ore on grade and Install 24" Steel
:B9:4.
asing and install PVC pipe with
100
FT
-7 �D
acers. Asspecified herein
B95.
Bore on grade and Install 6 Inch
100
FT
IG�D
�rODd
PVC pipe. As specified herein
B96.
Bore on grade and Install 8 Inch
100
FT
too
S
PVC pipe. As specified herein
B97,
Bore on grade and Install 10 Inch
100
FT
S sn)
PVC pipe. As specified herein
B98,
Bore on grade and Install 12 Inch
100
FT
S iqp
S q, 000
PVC pipe. As specified herein
B99,
Bore on grade and Install 16 Inch
100
FT
St
PVC pipe. As specified herein
MISCELLANEOUS EQUIPMENT AND OPERATOR
Ass ecified herein) Secondary Group B-2
13100.
Fresh Compressed air Supply for
Confined Space Entry SCBA work
24
HR
V—,g00
rate per hour). As specified herein
Backhoe & Operator for
13101.
Miscellaneous Excavation John
24
HR
Deere 310 Extendahoe, or Equal (rat
per hour). As specified herein
Backhoe & Operator for
B102
Miscellaneous Excavation John
3
DY
�od
3 300
Deere 310 Extendahoe, or Equal (rat
Asspecified herein
Backhoe & Operator for
B 103.
Miscellaneous Excavation John
I
WK
�
�'GJ�O
Deere 310 Extendahoe, or Equal (rat
per week). Asspecified herein
50,000 L.B. Excavator & Operator for
B104.
Miscellaneous Excavation (rate per
8
HR�000
hour). Asspecified herein
Offeror's Initials:
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
(To be completed and returned with Proposal)
RFVISFD
ITEM
DESCRIPTION
Q-1.1.-
U/M
UNIT COST*
Ex'rENDEDCOST
0,000 L.B. Excavator & Operator lot
B105.
Miscellaneous Excavation (rate per
t
DY
S ",5p
Jr
ay). Ass ecified herein
0,000 L.B. Excavator & Operator for
B106.
Miscellaneous Excavation (rate pet
I
WK
S igiopD
week). Asspecified herein
Miscellaneous Man-hours Labor:
B 107
Approved by Owner in Writing Prior
10
HR
SJ(
��
o the Commencement of Work. As
ecified herein
SHPALT AND CONCRETE CUT AND REMOVAL
Asspecified herein
B 108.
Square Foot of Asphalt Cut and
Removed for installation.
pipeline As
2,000
SF
67-0
specified herein
quare Foot of Concrete Cut and
B109.
Removed for pipeline installation. As
600
SF�
S
specified herein
Cost for ditch in Rock to be verified
B I 10.
y City of Lubbock Inspector prior to
40
FIR
commencement of work (per hour
ncountered). Asspecified herein
TRAFFIC CONTROL
Asspecified herein
Cost per job for complete setup of
(Cost plus 10% with City approved submittal of cost
B 1 11.
TXDOT approved and permitted
summary from barricades and signage sub -contractor)
barricades asspecified herein.
Cost per job for complete setup Of
(Cost plus 10% with City approved submittal of cost
B 112.
barricade for City thoroughfare (T-1
summary from barricades and signage sub -contractor)
T-2) asspecified herein.
Cost per job for complete setup Of
B l 13.
barricades for other City street
25
EA
Closures asspecified herein.
TOTAL FOR GROUP B, ITEMS Bl THROUGH B113.
GROUP C: HYDRO EXCAVATION SERVICES (As specified herein) Primary Group C
HYDRO EXCAVATOR (meeting specifications of Section 2.6 B.)
Cl.
Per Mobilization and demobilization ofhydro-excavator
6
EA
S
$
and crew to include water loading, waste deposition. and
1 `000
travel time. (one mobilization perjob)
C2.
Hydro -excavator and crew (on site)
50
HR
$ n �r>
S ' 2d00v
Offeror's Initials:
C6
�6
City of Lubbock, TX
Proposal Pricing Sheet
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Set -vices
(To be completed and returned with Proposal)
REVISED
ITEM I DESCRIPTION I Ql'% • UINI I UNIT COST' I EXTENDED COST
HYDRO EXCAVATION TRAILER (all equipment NOT meeting specifications of Section 2.6 B.)
C3.
Mobilization and demobilization of hydro -excavation
12
trailer and crew to include water loading, waste
e t"�
!�C®
deposition, and travel time. (one mobilization per job)
C4.
Hydro -excavation trailer and crew (on site)
100
IFI R
$
$
TRAFFIC CONTROL (As specified herein)
C5. Cost per job for complete setup of TXDOT
(Cost plus 10% with City approved submittal of cost
approved and permitted barricades as specified
summary from barricades and signage sub -contractor)
herein.
C6. Cost per job for complete setup of barricade For City
(Cost plus 10% with City approved submittal of cost
thurou hfaie (T-I & T-2) ass ecitied herein.
summary from barricades and si age sub -contractor)
C7.
Cost per job for complete setup of barricades for other
25
EA
$
$
City street closures as specified herein.
TOTAL FOR GROUP C, ITEMS Cl THROUGH C7.
$
OVERALL TOTAL FOR GROUPS A, B, & C
x All quantities listed are estimated for weighting bid prices and not a guarantee of actual work amount.
EXHIBIT C
City of Lubbock, TX
RFP 17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
Insurance Requirements
SECTION A. Prior to the approval of this contract by the City, the Contractor shall furnish a completed
Insurance Certificate to the City, which shall be completed by an agent authorized to bind the named
underwriter(s) to the coverages, limits, and termination provisions shown thereon, and which shall furnish
and contain all required information referenced or indicated thereon. THE CITY SHALL HAVE NO
DUTY TO PAY OR PERFORM UNDER THIS CONTRACT UNTIL SUCH CERTIFICATE SHALL
HAVE BEEN DELIVERED TO THE CITY.
INSURANCE COVERAGE REQUIRED SECTION B. The City reserves the right to review the
insurance requirements of this section during the effective period of the contract and to require adjustment
of insurance coverages and their limits when deemed necessary and prudent by the City based upon changes
in statutory law, court decisions, or the claims history of the industry as well as the Contractor.
SECTION C. The 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 by companies
approved by the State of Texas and acceptable to the City, in the following type(s) and amount(s):
INSURANCE (Copies of Endorsements will be Required)
TYPE OF INSURANCE
GENERAL LIABILITY
® Commercial General Liability ❑
❑ Claims Made
® W/Heavy Equipment
® To Include Products of Complete
Operation Endorsements
PROFESSIONAL LIABILITY
AUTOMOTIVE LIABILITY
® Any Auto
EXCESS LIABILITY
❑ Umbrella Form
GARAGE LIABILITY
❑ Any Auto
COMBINED SINGLE LIMIT
Other General Aggregate $1,000,000
Occurrence Products-Comp/Op AGG X
XCU Personal & Adv. Injury _X_
Contractual Liability X
Fire Damage (Any one Fire) _
Med Exp (Any one Person)
General Aggregate
Aggregate $1,000,000
Each Occurrence
Aggregate
Auto Only - Each Accident
Each Accident Aggregate
❑ BUILDER'S RISK ❑ 100% of the Total Contract Price
❑ INSTALLATION FLOATER ❑ 100% of the Total Material Costs
❑ POLLUTION
❑ CARGO
® WORKERS COMPENSATION — STATUTORY AMOUNTS
OR
® EMPLOYERS' LIABILITY $1,000,000
OTHER: COPIES OF ENDOSEMENTS ARE REQUIRED
® City of Lubbock named as additional insured on a primary and non-contributory basis.
® To include products of completed operations endorsement.
® Waiver of subrogation in favor of the City of Lubbock on all coverages, except
.e City of Lubbock shall be named as an additional insured on a primary and non-contributory basis
d shall include waivers of subrogation in favor of the City on all coverage's. Copies of the Certificates
Insurance and all applicable endorsements are required.
ADDITIONAL POLICY ENDORSEMENTS
The City shall been, upon request, and without expense, to receive copies of the policies and all
endorsements thereto and may make any reasonable request for deletion, revision, or modification of
particular policy terms, conditions, limitations, or exclusions (except where policy provisions are
established by law or regulation binding upon either of the parties hereto or the underwriter of any of
such policies). Upon such request by the City, the Contractor shall exercise reasonable efforts to
accomplish such changes in policy coverages, and shall pay the cost thereof.
REQUIRED PROVISIONS
The Contractor agrees that with respect to the above required insurance, all insurance contracts and
certificate(s) of insurance will contain and state, in writing, on the certificate or its attachment, the
following required provisions:
a. Name the City of Lubbock and its officers, employees, and elected representatives as additional
insureds, (as the interest of each insured may appear) as to all applicable coverage;
b. Provide for 30 day notice to the City for cancellation, nonrenewal, or material change;
c. Provide for notice to the City at the address shown below by registered mail;
d. The Contractor agrees to waive subrogation against the City of Lubbock, its officers, employees,
and elected representatives for injuries, including death, property damage, or any other loss to
the extent same may be covered by the proceeds of insurance;
Provide that all provisions of this contract concerning liability, duty, and standard of care
together with the indemnification provision, shall be underwritten by contractual liability
coverage sufficient to include such obligations within applicable policies.
NOTICES
The Contractor shall notify the City in the event of any change in coverage and shall give such notices
not less than 30 days prior the change, which notice must be accompanied by a replacement
CERTIFICATE OF INSURANCE.
All notices shall be given to the City at the following address:
Marta Alvarez, Director of Purchasing and Contract Management
City of Lubbock
1625 13" Street, Room 204
Lubbock, Texas 79401
SECTION D. Approval, disapproval, or failure to act by the City regarding any insurance supplied by
the Contractor shall not relieve the Contractor of full responsibility or liability for damages and
accidents as set forth in the contract documents. Neither shall the bankruptcy, insolvency, or denial of
liability by the insurance company exonerate the Contractor from liability
City of Lubbock, TX
Contract 13245 —Utility Contractors of America, Inc.
Water & Sanitary Sewer Tap Installation and Construction Services
Primary and Secondary Designations
Primary Designation
The contractor shall be the primary contractor for Group C Hydro Excavation Trailer (3-4) and
Group B Boring Services (89-99).
Secondary Designation
The contractor shall be the secondary contractor for Group A Taps and Group B Non -Boring
Services (1-88,100-113).
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
loll
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
Certificate Number:
1 Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2017-150898
Utility Contractors of America, Inc.
Lubbock, TX United States
Date Filed:
01/05/2017
2 Name of governmental entity or state agency that is a party to the contract for which the form is
being filed.
City of Lubbock
Date Acknowledged:
01/25/2017
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 services, goods, or other property to be provided under the contract.
17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
4
Name of Interested Party
City, State, Country (place of business)
Nature of interest
(check applicable)
Controlling
I Intermediary
Balios, Chris
Lubbock, TX United States
X
Lane, Ty
Lubbock, TX 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.
Signature of authorized agent of contracting business entity
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me, by the said this the
day of
20 , to certify which, witness my hand and seal of office.
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 V1.0.277
CERTIFICATE OF INTERESTED PARTIES
FORM 1295
lofl
Complete Nos. 1- 4 and 6 if there are interested parties.
OFFICE USE ONLY
Complete Nos.1, 2, 3, 5, and 6 it there are no interested parties.
CERTIFICATION OF FILING
Certificate Number:
1 Name of business entity filing form, and the city, state and country of the business entity's place
of business.
2017-150898
Utility Contractors of America, Inc.
Lubbock, TX United States
Date Filed:
01/05/2017
2 Name of governmental entity or state agency that is a parry to the contract for which the form is
being filed.
City of Lubbock
Date Acknowledged:
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 services, goods, or other property to be provided under the contract.
17-13175-TF
Water & Sanitary Sewer Tap Installation and Construction Services
4
Nature of interest
Name of Interested Party
City, State, Country (place of business)
(check applicable)
Controlling
I Intermediary
Balios, Chris
Lubbock, TX United States
X
Lane, Ty
Lubbock, TX 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.
Tammy VanBuren
Notary Public. State of Texas
My Commission Expires
9 September 27.2020
Signature of uthorize agent of contracting business entity
AFFIX NOTARY STAMP / SEAL ABOVE
n �„
1
d _ l �1 l I t �, {� )\ Q� this the_
Sworn to and subsc ' efortf a me, by th)han
day of Clrl U�r s ,
20�, to c fy ich, witness my and seal of office.
�C VGL� 1 U-ce-rN
Signature of officer admkstering oath Printed name of officer administering oath Title of officer administering oath
Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.277