Resolution No. 8729
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RESOLUTION NO. 8729
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
VERNON APPROVING AND AUTHORIZING THE EXECUTION OF
A SERVICES AGREEMENT BY AND BETWEEN THE CITY OF
VERNON AND GENERAL PUMP COMPANY, INC. FOR
EMERGENCY REPAIRS ON WATER PRODUCTION AND
DISTRIBUTION RELATED EQUIPMENT
7 WHEREAS, the City of Vernon needs the services of a
8 contractor to perform emergency repairs on water production and
9 distribution related equipment including, but not limited to, removal,
10 repair and reinstallation of the City's well and booster motor pumps
lion an as-needed basis (hereinafter referred to as the "Emergency
12 Repairs") in order to ensure that pump repairs are facilitated in a
13 timely fashion; and
14 WHEREAS, on October 20, 2004, the City Council of the City
15 of Vernon adopted Resolution No. 8565 approving a Request for Proposal
16 for Annual Pump Contract ("RFP"); and
17 WHEREAS, the RFP was sent and responses were received from
18 Layne Christensen and General Pump Company, Inc., all of which were
19 reviewed and evaluated by the Community Services & Water Department;
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21 WHEREAS, the Community Services & Water Department deemed
22 General Pump Company, Inc. ("General Pump") to be the lowest
23 responsible qualified vendor submitting a proposal; and
24 WHEREAS, by letter dated April 20, 2005, Bruce V.
25 Malkenhorst, City Administrator/City Clerk, recommended that an
26 agreement with General Pump be approved and executed for emergency
27 repair of City's water production and distribution related equipment.
28 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE
1 CITY OF VERNON AS FOLLOWS:
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SECTION 1:
The City Council of the City of Vernon hereby
3 finds and determines that the recitals contained hereinabove are true
4 and correct.
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SECTION 2:
The City Council of the City of Vernon hereby
6 accepts the proposal of General Pump and approves the Services
7 Agreement, a copy of which is attached hereto as Exhibit A and
8 incorporated by reference.
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SECTION 3:
The City Council of the City of Vernon hereby
10 authorizes the Mayor to execute said Agreement for, and on behalf of,
11 the City of Vernon and the City Clerk is hereby authorized to attest
12 thereto.
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25 ATT~/~
26 BRUCE V. MALKENHORST, City Clerk
SECTION 4:
The City Council of the City of Vernon hereby
directs the City Clerk, or his designee, to send one fully executed
Agreement to:
General Pump Company, Inc.
Attn. Geoffrey A. Bates, Project Manager
1589 N. Acacia St.
San Dimas, CA 91773
SECTION 5:
The City Clerk of the City of Vernon shall
certify to the passage of this Resolution, and thereupon and
thereafter the same shall be in full force and effect.
APPROVED AND ADOPTED this 27th day of April, 2005.
~~~cq.J.
~ EONIS C. MALB G, Mayor
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1 STATE OF CALIFORNIA
2 COUNTY OF LOS ANGELES
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4 I, BRUCE V. MALKENHORST, City Clerk of the City of Vernon,
5 do hereby certify that the foregoing Resolution, being Resolution No.
6 8729, was duly adopted by the City Council of the City of Vernon at an
7 adjourned regular meeting of the City Council duly held on Wednesday,
8 April 27, 2005, and thereafter was duly signed by the Mayor of the
9 City of Vernon.
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BRUCE V. MALKENHORST, City Clerk
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EXHIBIT
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SERVICES AGREEMENT
This AGREEMENT ("Agreement") is made, entered into and executed in
duplicate originals, either copy of which may be considered and used as the original
hereof for all purposes, as of this 27th day of April, 2005, in the City of Vernon, County of
Los Angeles, California
BY AND BETWEEN
CITY OF VERNON, a municipal
corporation, hereinafter referred to as
the "City"
4305 Santa Fe Avenue
Vernon, California 90058
AND
GENERAL PUMP COMPANY, INC., an
independent contractor, hereinafter
referred to as the "Contractor"
1589 North Acacia Street
San Dimas, California 91773
RECITALS
WHEREAS, the City has determined to retain the services of an
independent contractor to perform emergency repairs on water production and
distribution related equipment, including but not limited to removal, repair and
reinstallation of the City's well and booster motor pumps, on an as needed basis; and
WHEREAS, Contractor has prepared a proposal dated November 16,
2004, for the Services, a copy of which is attached hereto as Exhibit A and incorporated
by this reference (the "Proposal"); and
WHEREAS, Contractor represents that it is qualified and capable of
furnishing the labor, materials and expertise necessary to perform the Services that the
City requires, as set forth in this Agreement, and is willing to do so on the terms and
conditions set forth below; and
WHEREAS, the emergency repairs have been bid, and Contractor's cost
proposal is acceptable to the City; and
WHEREAS, the City desires to enter into an agreement with Contractor to
provide the emergency repairs on water production and distribution related equipment
on a contract basis as defined in the terms and conditions set forth below.
NOW, THEREFORE, IT IS AGREED AS FOLLOWS:
Page 1 of 19
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SECTION 1. TERM OF CONTRACT
1.01. This Agreement will become effective on May 1,2005 and will continue in effect
for a period of one (1) year or until terminated as provided in this Agreement.
City shall have the option to extend the Agreement in one (1) year increments.
SECTION 2. DEFINITION OF TERMS
2.01. Whenever used in the Agreement, the following terms shall mean:
A. "Agreement" shall mean that formally executed Agreement or Contract
which includes the Contract Documents attached. The Agreement
constitutes the entire agreement between the parties relating to its subject
matter.
B. "City" shall mean the City of Vernon, California, the entity which has
executed the Agreement and, where applicable, its affiliated companies,
and its officers, directors, employees, representatives and agents.
C. "Contractor" shall mean General Pump Company, Inc. and where
applicable, its affiliated companies, and its officers, directors, employees,
representatives and agents.
D. "Contract Documents" shall include any inquiry, invitation to bid, or
proposal which may have, but not necessarily, preceded execution of the
Agreement, and including the General Provisions and all exhibits and
schedules attached to the Agreement and all plans and specifications
identified in the Contract Documents.
E. "Contract Price" shall mean the compensation set forth or provided for in
Section 4.01 of this Agreement. Whether it expressly provides for the
reimbursement of costs incurred by Contractor or simply for the payment
of a lump sum of money, it is intended to be the full and complete payment
for satisfactory completion of the Work and, unless otherwise stated, to
cover all costs whether for materials, equipment, tools, labor, services and
taxes and all overhead, rentals and profit or fee, if any.
F. "General Provisions" or "General Conditions" shall mean the General
Provisions as set forth in this Agreement.
G. "Premises" shall mean the physical premises under City's control or
ownership where Work hereunder is to be performed.
Page 2 of 19
H. "Proprietary Information" and "Confidential Information" shall mean all
information, whether written or oral, which Contractor acquires from,
through or on behalf of City, directly or indirectly, or which arises out of the
Work, concerning the Work or proprietary processes involved in the Work
including, without limitation, information concerning past, present or future
business plans of City, information about the operations of City's
Premises, and other City information or know-how obtained during the
Work, except information falling into any of the following categories:
1. Information which, at the time of disclosure hereunder, is in the
public domain;
2. Information which, after disclosure hereunder, enters the public
domain, except where such entry is the result of Contractor's or any
entity within Contractor's control breach of this Agreement;
3. Information which, prior to disclosure hereunder, was already in
Contractor's possession without limitation regarding disclosure to
others; or
4. Information which, subsequent to disclosure hereunder, is obtained
by Contractor from a third party who is lawfully in possession of
such information and not subject to a contractual or fiduciary
relationship to City with respect to said information and who does
not require Contractor to agree to refrain from disclosing such
information to others.
I. "Subcontractor" shall mean any first or lower-tier subcontractor and, its
employees, representatives, agents, subcontractors or other personnel
who have been approved in the manner required by this Agreement.
J. 'Work" or "Services" shall mean the work performed by Contractor and
required to be performed from time to time by City under this Agreement.
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SECTION 3. SERVICES TO BE PERFORMED BY
CONTRACTOR
Specific Services
3.01. Contractor agrees to perform emergency repair services for the City's water
production and distribution related equipment in a timely manner. Contractor's
Services shall include, but will not be limited to, removal, repair and reinstallation
of the City's well and booster motor pumps. The Contractor's Services are more
specifically detailed in the Proposal attached hereto as Exhibit "A" and
incorporated herein by this reference.
3.02. Contractor shall be responsible for traffic control on the Work site when
necessary and shall take all precautions to ensure the safety of pedestrians,
vehicular traffic, and personnel.
Change of Services
3.03. City may at any time, by written change order executed by the City Administrator,
make changes only to extend the Work duration and total compensation of
Contractor's Work. Changes in the scope of Work, or duties and obligations,
shall be authorized only by the City.
3.04. City may make "Changes" by increasing, reducing or deviating from the
requirements of the scope of Work. A form of Change Order is set forth in
Exhibit B attached hereto and incorporated by reference.
Timing of Services
3.05. Contractor's Services shall commence upon the execution of this Agreement by
both parties and award by the City Council and shall end after a period of one (1)
year, unless this Agreement is otherwise terminated according to Section 6 of
this Agreement or extended according to the conditions and terms set forth in this
Agreement.
3.06. Time is of the essence for all Work contemplated by this Agreement. Contractor
shall start performing Services under this Agreement only after notification by the
City, in accordance with Section 5.03 of this Agreement.
Method of Performing Services
3.07. Contractor will determine and is responsible for the method, details, and means
of performing the above-described Services.
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Status of Contractor
3.08. Contractor enters into this Agreement, and will remain throughout the term of this
Agreement, as an independent contractor. Contractor agrees that it is not and
will not become an employee, partner, agent, or principal of City while this
Agreement is in effect. Contractor agrees it is not entitled to the rights or benefits
afforded to City's employees, including disability or unemployment insurance,
workers' compensation, medical insurance, sick leave, or any other employment
benefit. Contractor is responsible for providing, at its own expense, disability,
unemployment, and other insurance, worker's compensation, training, permits,
and licenses for itself and for its employees and subcontractors. Contractor shall
have complete and sole control over its employees, the details of the Services
and methods by which the Services are accomplished, it being understood that
City is interested only in the results to be obtained by Contractor.
3.09. Contractor has no authority to enter contracts or agreements on behalf of City.
This Agreement does not create a partnership or joint venture between the
parties.
Payment of Taxes
3.10. Contractor is responsible for paying when due all income taxes, including
estimated taxes, incurred as a result of the compensation paid by City to the
Contractor for Services under this Agreement. Contractor agrees to indemnify
City for any claims, costs, losses, fees, penalties, interest, or damages suffered
by City resulting from Contractor's failure to comply with this provision.
3.11. Payroll taxes including federal, state and local taxes shall not be withheld or paid
by City on behalf of Contractor or for the employees of the Contractor.
Contractor shall not be treated as an employee with respect to the Services
performed hereunder for federal or state tax purposes. Contractor shall be
responsible to pay taxes mandated by law.
3.12. Since Contractor is not an employee of City, Contractor is not eligible for and
shall not participate in any employee benefit of City, including pension, health or
other fringe benefits.
SECTION 4. COMPENSATION
4.01. In consideration for the Services to be performed by Contractor, described in
Section 3 of this Agreement, City agrees to pay Contractor on a labor, materials
and equipment basis, with the cost for specified tasks and equipment specified in
Contractor's Proposal attached hereto as Exhibit "A" and incorporated herein by
this reference (the "Contract Price").
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Entire Compensation
4.06. The Contract Price is full and complete compensation, and constitutes the entire
compensation due Contractor for the Services and any and all of Contractor's
obligations hereunder, regardless of difficulty, unforeseen circumstances, hours
worked or equipment, materials or personnel required. The Contract Price
includes without limitation compensation for applicable taxes, customs duties,
fees, overhead, profit, travel time to and from the Premises and all other direct
and indirect costs incurred or to be incurred by Contractor hereunder. The
Contract Price set forth above is not subject to escalation for any reason except
as expressly set forth in this Agreement. No adjustments in compensation shall
be made as a result of changes in the value of any currency. The Contract Price
shall only be adjusted by formal, written Change Order or amendment to this
Agreement. If the City opts to extend the term of the Agreement, Contractor's
rates, as Iisteq in this Agreement, shall be increased or decreased by seventy-
five percent (75%) of the Consumer Price Index (all Urban Consumers) for the
Los Angeles-Riverside-Orange County area for the twelve (12) month period
prior to the beginning of each extension.
Payment of Compensation
4.07. For Services rendered under Section 3 of this Agreement, City agrees to pay
Contractor the sum set forth in Paragraph 4.01 of this Agreement on completion
of Work and within thirty (30) days of acceptance and approval of an invoice
prepared in accordance with City requirements.
4.08. For Services rendered under Section 3 of this Agreement, Contractor shall be
entitled to receive monthly payments. Contractor shall submit to City a monthly
invoice and statement of Services, prepared in accordance with City.
requirements, by the fifteenth (15th) of each month, for the prior calendar month's
completed Work. City will make payments to Contractor within thirty (30) days
after acceptance and approval of the invoice received from Contractor.
4.09. Contractor shall be responsible for paying any subcontractors used in the
performance of this Agreement. Subcontractors shall not bill the City directly.
Expenses
4.10. City shall not be liable to Contractor for any expenses paid or incurred by
Contractor. Expenses may only be billed if advance written approval has been
obtained from the City Administrator.
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Compensation for Changes
4.11. The compensation due Contractor, or the credit due City, for changes may not be
established verbally, and shall be established in a written change order signed by
City as described in Sections 3.03 and 3.04 of this Agreement. Compensation
adjustments in each such change order shall be established by one or more of
the following bases, as determined by City: (a) a lump sum price to be negotiated
between the parties; or (b) Work unit rates to be negotiated between the parties.
Once established, the amount of the compensation due Contractor or credit due
City for a change shall not be subject to adjustment for any reason, including
changes in the value of any currency.
SECTION 5. OBLIGATIONS OF THE PARTIES
5.01. Contractor is responsible for meeting all conditions of this Agreement and City
Standards & Details for all Work performed. Substandard Work, as determined
solely by the City, shall be redone at the expense of the Contractor.
5.02. Contractor is responsible for damage resulting from performing repair and clean-
up of the affected area.
Warranty
5.03. Contractor warrants to City, for one (1) year from the date of any repairs, that the
repairs shall be free from defects in material and workmanship. Contractor shall
be liable for the replacement and installation of any parts that fail through a
defect in material or workmanship at no charge to City during such warranty
period.
5.03. City will notify Contractor of general locations requiring repair and a general
description of the field conditions at repair locations. City makes no guarantee of
the total quantity of Work to be provided. Notification of properties whose service
may be interrupted will be the responsibility of the City.
5.04. City shall not be responsible for the accuracy or completeness of information or
data shown on the City's water, sewer, or storm drain system base maps or any
other utility information. Contractor shall have full responsibility for reviewing and
checking all such information and data, for calling Underground Service Alert, for
locating all underground utilities, for coordinating the Work with owners of such
underground utilities during repairs, for the safety and protection thereof and
repairing any damage thereto resulting from the Work, the cost of which will be
considered as having been included in the Contract Price. Contractor shall take
all possible precautions for the protection of unforseen utility lines to provide for
uninterrupted service and to provide such special protection as may be
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necessary. All paved areas, including curb, gutter, and sidewalk, cut or damaged
during construction, shall be replaced with similar material of equal thickness to
match the existing adjacent undisturbed areas. Contractor shall comply with the
City of Vernon Trenching Standard Plan described in Exhibit "C" attached hereto
and incorporated herein by reference.
5.05. Contractor will perform the Services under this Agreement on City's Premises
during regular business hours or as directed by the City.
Liability Insurance
5.06. Contractor and its subcontractor(s), if any, shall, prior to commencement of any
Work and for the duration of this Agreement, obtain and maintain at its own
expense, those minimum levels of insurance coverage as set forth below. Prior
to commencing Work hereunder, Contractor shall provide the City with proof of
insurance providing and maintaining the coverages and endorsements set forth
below. Said proof of insurance shall also provide that said policy or policies shall
not be canceled or materially reduced in coverage without giving at least thirty
(30) days prior written notice to the City.
5.07. The insurance coverage as listed herein, shall be properly endorsed to include
those contractual obligations which may be identified further within this
Agreement and shall be endorsed to provide City all the rights and privileges of
an additional insured.
5.08. Contractor shall cause its insurers to issue, including but not limited to,
Certificates of Insurance or, upon request, certified copies of the insurance
policies evidencing that the coverages and policy endorsements required under
this Agreement, are maintained in force.
5.09. Contractor shall ensure its subcontractor(s), if any, maintain those insurance
requirements as specified in this Agreement and are endorsed as additional
insured(s) on all required Contractor insurance coverages. Contractor and its
subcontractor(s), if any, shall maintain in effectthe following minimum insurance
coverages on an Occurrence Form Policy:
A. Workers Compensation within the statutory limits, including occupational
illness or disease coverage in accordance with the laws of the nation,
state, territory, or province exercising jurisdiction over Contractor's
employees. Workers Compensation and Employers Liability Insurance
shall have a minimum limit of $1 ,000,000 per occurrence. Contractor
further agrees to hold harmless and indemnify City for any and all claims
arising out of an injury, disability, or death of any of Contractor's
employees or agents.
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B. Comprehensive General Liability Insurance, including, but not limited to,
Contractual Liability, Products and Completed Operations Liability, Broad
Form Property Damage and Bodily Injury Liability, and Explosion,
Collapse and Underground Liability, with a minimum combined single limit
of $2,000,000 per occurrence.
C. Comprehensive Automobile Insurance, including, but not limited to, all
owned, non-owned or hired vehicles with a minimum combined single limit
of $1 ,000,000 per occurrence for bodily injury and property damage.
D. Excess Liability Insurance with limits of $2,000,000. Such evidence of
insurance can either be through the primary insurance coverages or
through an excess policy. Such insurance shall at all times be on an
occurrence form and provide policy conditions as broad as those required
in the primary insurance.
5.10. Contractor agrees to provide insurance in the amounts and forms specified
above. Contractor shall submit to the City documentation indicating compliance
with these minimum requirements no less than one (1) day prior to the beginning
of performance under this Agreement. Contractor shall not commence
performance of its Work under this Agreement until the above insurance has
been obtained and proof of insurance has been filed with and approved by the
City.
5.11. Contractor shall not permit a subcontractor or vendor to perform work on City
premises unless and until a certificate of insurance is obtained showing that such
subcontractor or vendor has worker's compensation coverage. If Contractor
employs subcontractors as part of the Services rendered, Contractor's protective
coverage is required. Contractor may include all subcontractors as insureds
under its own policy or shall furnish separate insurance for each subcontractor,
meeting the requirements set forth above.
Representations
5.12. To the fullest extent permitted by law, Contractor shall defend, indemnify and
hold harmless City and its elected officials, officers, agents and employees from
all claims, suits, actions, demands, damages, liabilities, expenses, judgments,
settlements, and penalties, losses, fines, and all costs and expenses incurred in
connection therewith, including reasonable attorney's fees and all costs of
defense, arising out of or attributable to the negligent or wrongful acts of
Contractor or its employees or agents under this Agreement, except to the extent
arising from or caused by the sole negligence or willful misconduct of the City, its
officers, agents or employees. The terms of this indemnity shall survive the
termination of this Agreement. The obligations in this Paragraph are in addition
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to Contractor's duty to provide insurance and shall not be limited by any limitation
on the amount or type of insurance coverage carried by Contractor.
5.13. Contractor and City represent that each has read and understands the
. Agreement and Contract Documents. The Contractor represents it understands
the City's regulations concerning Premises access, badges, parking, security,
safety, fire, prohibited drugs and alcohol, and smoking and other rules, and that
Contractor has visited Premises where the Work is to be done and is familiar with
the local conditions under which it is to be done. Contractor also represents that
it is experienced in performing and competent and qualified to perform the kind of
tasks or assignments included in the Work and employs or has available for
employment in sufficient numbers all unskilled, skilled, administrative,
supervisory, professional and managerial or other personnel required to perform
the Work as required by this Agreement.
5.14. Contractor represents that it has the qualifications and skills necessary to
perform the Services under this Agreement in a competent, professional manner,
without the advice or direction of City. This means Contractor is able to fulfill the
requirements of this Agreement. Failure to perform all the Services required
under this Agreement constitutes a material breach ofthe Agreement.
Contractor has complete and sole discretion for the manner in which the Work
under this Agreement wiU be performed.
5.15. Contractor declares and states that is has complied with and will continue to
comply with all federal, state and local laws regarding business permits and
licenses that may be required to carry out the Services to be performed under
this Agreement.
5.16. Contractor agrees to indemnify, defend, and hold City free and harmless from all
claims, demands, losses, costs, expenses, obligations, liabilities, damages,
recoveries and deficiencies, including interest, penalties, attorney's fees and
costs, that City may incur as a result of a breach by Contractor of any
representation.or provision contained in this Agreement or any negligent or
intentional acts or omissions by Contractor, it subcontractors, agents, and
employees.
5.17. Contractor's rights under this Agreement may not be assigned nor may its duties
be delegated or subcontracted without the prior written consent of City. Any
assignment or delegation or subcontract in violation of this Section shall, at City's
sole discretion, be void. Consent by City shall not relieve Contractor of
responsibility for performance of Contractor's obligations hereunder. City may
assign all or any part of this Agreement at any time effective immediately upon
written notification to Contractor.
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5.18. At all times while Work is being performed on the Premises each party shall be
represented thereon by a designated representative. Each party may notify the
other in writing of the identity of such persons from time to time.
Work Injury
5.19. The treatment and care of injuries sustained by Contractor's employees,
subcontractors, representatives or other personnel shall be and remain the
responsibility of Contractor. City's first aid facilities, if any, however, will be made
available to Contractor's employees in emergency cases which are the direct
result of accidents occurring on the Premises. City shall incur no liability for, and
Contractor hereby agrees to indemnify City against, any causes of action, claim,
liability or costs, including attorney's fees, arising in whole or part out of the
furnishing of such first aid facilities or assistance to Contractor's employees,
subcontractors, representatives or other personnel, or out of the failure to furnish
such facilities or assistance.
Records, Inspection and Audit
5.20. During the course of Work being performed, Contractor and any of its
subcontractors, shall maintain and retain, not less than three (3) years after
completion thereof, complete and accurate records of the Contractor's costs
which are chargeabJe to the City under this Agreement. City or its designated,
authorized representatives, shall have the right during this three (3) year period,
upon written reasonable notice, to inspect and audit those records. Such records
to be maintained and retained by the Contractor shall include: (a) payroll record
accounting for the total time distribution of the Gontractor's employees working
full or part time on the Work (to permit tracing to payroll payments in cash); (b)
invoices for purchases, receiving and issuing documents, and all the other unit-
inventory records for the Contractor's stores, stock or capital items; (c) paid
invoices and canceled checks for material purchased and for the subcontractor's
and any other third parties' charges; and (d) any other documentation City deems
necessary to support costs and charges under this Agreement.
Corporate Conduct
5.21. Contractor, its employees, agents or representatives shall not offer or give to an
officer, official or employee of City gifts, entertainment, payments, loans or other
gratuities to influence the award of a contractor obtain favorable treatment under
this Agreement or any other contract.
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Standard of Care
5.22. Contractoragrees that all Services provided will be conducted by the principal
and competent staff members, if any, under the supervision of the principal, and
that Services will be performed and rendered diligently. Contractor represents
that it has, or shall secure, at its own expense, all personnel required to perform
Contractor's Services under this Agreement, but at all times shall be responsible
for the Services of such personnel. Contractor may not employ any
subcontractor without the prior written approval of the City.
Indemnity Process
5.23. The City shall notify Contractor in writing of any suits, claims or demands
covered by any indemnity contained in this Agreement. Promptly after receipt of
such notice, Contractor shall assume the defense of such claim with counsel
reasonablely satisfactory to City. If Contractor fails, within a reasonable time
after receipt of such notice, to assume the defense with counsel reasonably
satisfactory to City, or if, in the reasonable judgment of City, a direct or indirect
conflict of interest exists between the parties with respect to the claim, or if in the
sole judgement of City the assumption and conduct of the defense by Contractor
would materially and adversely affect City in any manner or prejudice its ability to
conduct a successful defense, then the City shall have the right to undertake the
defense, compromise and settlement of such claim for the account and at the
expense of Contractor. Notwithstanding the above, if the City in its sole
discretion so elects, City may also participate in the defense of such actions by
employing counsel at its expense, without waiving the Contractor's obligations to
indemnify or defend. Contractor shall not settle or compromise any claim or
consent to the entry of any judgment without the prior written consent of the City
and without an unconditional release of all liability by each claimant or plaintiff to
the City.
Treatment of Confidential and Proprietary Information
5.24. For ten (10) years after the effective date of this Agreement, Contractor shall
refrain from using any Confidential or Proprietary Information except in
connection with the Work or from disclosing it to any third party other than to
employees of Contractor who require it in performance of the Work and except to
such other third persons as City may authorize in writing. If disclosure to such an
employee or to other third persons is so authorized, Contractor shall enter into
with said party a confidentiality agreement containing provisions with respect to
use and disclosure of Proprietary Information substantially the same as those
'contained in this Agreement.
5.25. Contractor shall take reasonable precautions to safeguard any documents
containing Proprietary Information which City may supply to Contractor
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hereunder. Contractor may copy, in whole or part, such documents to the extent
necessary for the performance of the Work, and Contractor shall return to City
upon the completion of the Work or request by City all such documents and
copies.
5.26. Except as expressly permitted by prior written consent of the City, Contractor
and/or its subcontractors shall not disclose, permit the disclosure of, release,
disseminate, or transfer, whether orally or by any other means, any part of such
Confidential Information to any other person or entity. Contractor and/or its
subcontractors shall return anywritten Confidential Information and all copies
made of such items to the City upon the City's written request, but in any event
not later than the date that Contractor hasperformed.all Work to be performed
pursuant to this Agreement. Contractor hereby agrees that such Confidential
Information and any documents provided may be used by Contractor and/or its
subcontractors only as authorized by the City. Contractor shall include a
provision in its agreements with subcontractors that binds the subcontractors to
this non-disclosure requirement.
5.27. All reports, plans, data, studies, maps, drawings, models, photpgraphs,
documents and other writings prepared by and for Contractor, its officers,
employees, agents and subcontractors in the course of implementing this
Agreement, with the exception of working notes, internal documents and
Confidential Information provided by businesses located in City, shall be
considered the property of City. Contractor shall deliver such documents and
materials to the City as they are generated; however, Contractor may take and
retain copies of said documents and materials that are not Confidential
Information, as desired.
5.28. All reports, information, data and exhibits prepared or assembled by Contractor
in connection with the performance of its Services pursuant to this Agreement
are confidential until released by the City to the public and Contractor agrees that
such documents shall not be available to any individual or organization without
the written consent of the City prior to such release.
5.29. No reports, maps, or other documents produced in whole or in part under this
Agreement shall be the subject of an application for copyright by or on behalf of
Contractor.
Compliance with Authority
5.30. Contractor shall comply with all laws, regulations, executive orders and other
applicable requirements of any governmental agencies having jurisdiction
including the Fair labor Standards Act, the Occupational Safety and Health Act
and all those relating in any way to employment practices and protection of the
environment. Contractor shall not discriminate against any employee or any
Page 13 of 19
applicant for employment for reasons of race, color, creed, religion, sex, sexual
preference, age or national origin.
5.31. Contractor shall make timely payment of all employment taxes and of all social
security and other contributions of every kind required to be made with respect to
or measured by the wages and salaries of persons employed by Contractor.
5.32. Contractor shall indemnify City against, and hold City harmless from, any liability
or loss including liability or loss from fines or penalties arising out of Contractor's
failure to perform the obligations imposed upon it by Section 5.30 and 5.31 of the
Agreement.
Progress Reports
.5.33. Contractor shall meet with City staff, upon City's request, or as needed, in order
to provide reports or information concerning the Services being performed by
Contractor under this Agreement.
Contractor's License Classification
5.34. Contractor shall possess a valid Class A General Engineering Contractor's
license for the duration of this Agreement.
SECTION 6. TERMINATION OF AGREEMENT
6.01. Unless otherwise terminated as provided in this Section or unless otherwise
extended according to the terms and conditions set forth in this Agreement, this
Agreement will continue in effect for a period of one (1) year after the effective
date of this Agreement.
Non-Default Termination
6.02. City, at its sole discretion, may terminate this Agreement upon thirty (30) days
written notice to Contractor and such termination shall be effective in the manner
specified in such notice and shall be without prejudice to any claim that either
party may have against the other. During the thirty (30) day period after such
notice is sent, the parties shall continue to act toward each other in good faith.
6.03. In the event of any such termination, in full and complete settlement for the
termination ,of the Work, City shall pay Contractor for those Services performed
prior to the date of delivery of the termination notice, plus compensation for (i)
necessary Work performed during the notice period and authorized in the
termination notice, and (ii) all costs reasonably and necessarily incurred by
Contractor directly attributable to termination which could not reasonably have
Page 14 of 19
been avoided and for which Contractor is not otherwise compensated that are
incurred through the date of termination and effectuating the termination
("Termination Expenses"). Termination Expenses shall not include lost profits,
lost opportunities, consequential damages, or the like. In no event shall total
payment exceed the Contract Price.
Termination on Occurrence of Stated Events
6.04. This Agreement will terminate automatically on the occurrence of any of the
following events:
A. Bankruptcy or insolvency of either party; or
B. Sale of the Contractor; or
C. Assignment of this Agreement by Contractor without City's written
consent.
Termination for Default
6.05. If Contractor defaults in the performance of this Agreement or materially
breaches any of its provisions, City may immediately terminate this Agreement
by giving written notification to Contractor indicating the effective date of such
termination. Termination will take effect immediately upon the date specified in
the notification. For the purposes of this paragraph, material breach of this
Agreement includes, but is not limited to, the following:
A. Contractor's failure to perform, in a manner satisfactory to the City
in its sole discretion, the Services specified in Section 3 of this
Agreement; or
B. Contractor's material breach of any obligation or provision
contained in Section 5 of this Agreement.
6.06. The waiver by either party of a breach or default by the other party shall not be
deemed a waiver of any different or later breach; nor shall any delay or omission
by either party to exercise any right it may have hereunder operate as a waiver of
any breach or default of such a right. The failure of either party to this
Agreement to exercise any of its rights under this Agreement does not constitute
a breach thereof and shall not be deemed to be a waiver of such rights or a
waiver of any subsequent breach.
6.07. In the event of any termination of this Agreement or reduction in the scope of the
Work, Contractor shall not be entitled to damages for loss of profits for the
unexecuted portion of the Work or any other damages because of such
Page 15 of 19
termination or reduction.
SECTION 7. GENERAL PROVISIONS
Notices
7.01. All notices, approvals, consents and other communications between the parties
shall be in writing, and shall be sent by fax or by certified mail (return receipt
requested) to the respective addresses set forth below, or at such other address
as may be furnished by either party to the other in writing. Faxed notices,
confirmed by copy thereof, shall be deemed communicated as of the day the
facsimile was sent. Mailed notices will be deemed communicated as of the day
of receipt or the third (3rd) day after mailing, whichever occurs first.
Contractor - General Pump
Company
Attn: Geoffrey A. Bates
Project Manager
1589 North Acacia Street
San Dimas, CA 91773
City - City of Vernon, California
Attn: Bruce V. Malkenhorst, City
Administrator/City Clerk
4305 Santa Fe Avenue
Vernon, CA 90058
Fax: 909-599-6238
Telephone: 909-599-9606
Fax: 323-826-1438
Telephone: 323-583-8811 ext 260
Entire Agreement of the Parties
7.02. This Agreement supercedes any and all agreements, either oral or written,
between the parties with respect to the rendering of Services by Contractor for
City and contains all of the representations, covenants, and agreements between
the parties with respect to the subject matter of this Agreement and the rendering
of those Services. Each party to this Agreement acknowledges that no
representations, inducements, promises, or agreements, orally or otherwise,
have been made by any party, or anyone acting on behalf of any party, which are
not contained in this Agreement, and that no other agreement, statement, or
promise not contained in this Agreement or a subsequent amendment or change
order shall be valid or binding. No amendment or change in the provisions of this
Agreement shall be made, except in a formal written amendment signed by
Contractor and an authorized representative of the City, or in a written change
order. Contractor expressly waives all claims for compensation based upon
quantum merit, implied contract or oral contract. Each party represents and
warrants that it has read and fully familiarized itself with this Agreement, and that
such party has been fully authorized to sign this Agreement.
Page 16 of 19
7.03. This Agreement shall be comprised of these included provisions, together with
Exhibits A, Band C, which are all attached. In the event of conflict between this
Agreement and any of the exhibits, including the Proposal, this Agreement shall
prevail.
Partial Invalidity
7.04. If any provision of this Agreement is held by a court of competent jurisdiction to
be invalid, void, or unenforceable, the remaining provisions will continue in full
force and effect without being impaired or invalidated in any way.
Law and Arbitration
7.05. All disputes arising out of or related to this Agreement, the conduct of either party
in connection with this Agreement, and the relationship and rights of the parties
in connection with this Agreement, whether ch~racterized as breach of contract,
tort, or otherwise (except for those requesting injunctive relief) shall be
determined by binding arbitration in accordance with the terms of this Section.
The submittal of all matters to arbitration in accordance with the terms of this
Section is the sole and exclusive method, means and procedure to resolve any
and all claims, disputes or disagreements arising under this Agreement, except
for claims by either party which seek injunctive relief, which claims shall be
resolved by suit filed in the Superior Court of Los Angeles County, California, the
decision of which court shall be subject to appeal pursuant to applicable law.
The parties hereby irrevocably waive any and all rights to the contrary and shall
at all times conduct themselves in accordance with the terms of this Section,
relying on arbitration as the sole means of resolution of disputes. Arbitration of
all matters required to be arbitrated hereunder shall take place before a panel of
three retired judges of the Superior Court of the State of California (the
"Arbitrators") under the auspices of Judicial Arbitration & Mediation Services, Inc.
("JAMS"). Such arbitration shall be initiated by the parties, or either of them,
within ten (10) calendar days after either party sends notice of a demand to
arbitrate (the "Arbitration Notice") to the other party and to JAMS. The Arbitration
Notice shall contain a description of the subject matter of the arbitration, the
dispute with respect thereto, the amount involved, if any, and the remedy or
determination sought. Each party shall select a retired judge from the JAMS
panel, and the two selected judges shall mutually agree on the third retired judge
from the JAMS panel. If one of the parties does not select a retired judge from
the JAMS panel within fourteen (14) calendar days after receipt of the Arbitration
Notice, JAMS will select the second judge, and the judge selected by JAMS and
the judge selected by the other party will select the third judge for the panel. The
third judge is to be selected within ten (10) calendar days following the selection
of the first two judges. The three judges will together serve as the Arbitrators.
The arbitration shall be conducted in Los Angeles, California. Any party may be
represented by counsel and/or other authorized representative. In rendering a
Page 17 of 19
decision(s), the Arbitrators shall determine the rights and obligations of the
parties according to the substantive and procedural laws of the State of California
and the terms of this Agreement. The decision of the Arbitrators shall be based
on the evidence introduced at the hearing and accompanied by a written
statement of decision as to each of the principal controverted issues. The
agreement of two of the three Arbitrators as to the resolution of the dispute shall
be a conclusive resolution. The Arbitrators shall deliver the written decision to
the parties within thirty (30) calendar days following the date of the selection of
the last of the Arbitrators. The decision shall be conclusive and binding, and it
may thereafter be confirmed as a judgment by the Superior Court of the State of
California, subject only to challenge on the grounds set forth in the California
Code of Civil Procedure Section 1286.2. The validity and enforceability of the
decision of the Arbitrators is to be determined exclusively by the California
courts..
Attorney's Fees
7.06. In the event a dispute, claim or litigation arises regarding this Agreement, the
prevailing party shall be entitled to reimbursement for reasonable attorneys' fees
and actual costs, which may be set by the arbitrators or the court in the same
action or in a separate action brought for that purpose, in addition to any other
relief which is obtained.
7.07. Neither party shall be considered in default in any of its obligations under this
Agreement when a failure of performance shall be due to an uncontrollable force.
The term "uncontrollable force" shall mean any cause beyond the control of the
party affected, including, but not restricted to, flood, earthquake, storm, fire,
lightning, epidemic, war, riot, civil disturbance or disobedience, federal, state, or
municipal action, statute, ordinance, or regulation, embargoes of the United
States Government or any other government, which by exercise of due diligence
such party could not reasonably have been expected to avoid and by exercise of
due diligence has been unable to overcome. Either party rendered unable to
fulfill any of its obligations under this Agreement by reason of an uncontrollable
force shall give written notice within five (5) business days of such fact to the
other party and shall exercise due diligence to remove such inability with all
reasonable dispatch.
7.08. Except as may otherwise be specifically provided herein, this Agreement may be
modified or amended only by a written document executed by both Contractor
and the City and approved as to form by the City Attorney.
7.09. The captions used in this Agreement are for convenience only and shall in no
way define, limit or describe the scope or intent of the Agreement or any part
thereof.
Page 18 of 19
7.10. City reserves the right to award similar contracts to multiple contractors to ensure
the City has adequate services.
IN WITNESS WHEREOF, the parties have executed the Agreement on the dates
shown below.
Executed at
, California, on
City:
City of Vernon
Name: Leonis C. Malburg, Mayor
Date:
ATTEST:
APPROVED AS TO FORM:
. Bruce V. Malkenhorst, City Clerk
Eric T. Fresch, City Attorney
Contractor:
General Pump Company, Inc.
Date:
I J -- ----
7 ---..J> -' ~0
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Date: ~-- .>-os-
Page 19 of 19
EXHIBIT
A
/'"
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REQUEST FOR PROPOSAL
SUBMITTED TO:
CITY OF VERNON
4305 SANTE FE AVENUE
VERNON, CALIFORNIA 90058
~!
. .* .. .
IIl111l ill .. . "!!!!!~ I
SUBl\IJJT I'ED BY:
GENERAL PUMP COMPANY, INC.
1589 NORTH ACACIA STREET
SAN DIMAS, CALIFORNIA 91773
DATED NOVEMBER 16, 2004
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OCTOBER 2004
Request for Proposal
Dual Contract - Fiscal Year 2004 - 20~
The City of V erno is requesting quotations for the removal, repair, and reinstallation of
the City's wen an booster motor pumps. The City has provided each vendor with an
itemized list ofv 'OUS tasks needed to facilitate these repairs. Upon review, vendors are
asked to provide cost estimates for these items outlined on the follo'wingpage.
The City will be a; arding an annual contract to the vendor who best met~ts the
requirements ofth City Water Department.
Insurance - Befor the contract is awarded, the City of V ernon requires the contractor to
provide proof of' ance, including a standard certificate of insurance, in at least the
amounts and cov age indicated on the insurance schedule. In addition to the standard
certificate of in ce, proof of general and umbrena liability coverage shall also be
furnished in the fo indicated on the attached insurance schedule.
Bid Submittal- bids are to be received in two separate sealed envelopes. Envelope
one should be de ly marked: Bids for Cost Comparisons. Envelope two should be
cle~ly marked: C ntractor Qualifications. The contract will be awarded based on a
combination of co t and qualification factors. The submittal of any incomplete forms will
automatically di lify the bidder from the bid process.
Bid Deadline - AI bids must bedelive:red to the City of V ernon Water Department by
2:00 P.M. on Tuesday, November 2, 2004.
Contact Person - The contact person for this repair is Scott Rigg who can be reached at
(323) 583-8811 Monday through Thursday between 7:00 A.M. and 5:30 P.M.
"1:.:.1............ ......Jo......
11/1U/~UU4 10:UO rAA ~4~040L~~~
BID ITEMS:
ITEM 1:
ITEM 2:
ITEM 3:
ITEM 4:
ITEM 5:
ITEM 6:
vUJl.\JIlUl~.1.1.1 ,L>nJ.'l. Y .1 vnL>
-
C.
Mobilization - Mobilize and demobilize pump rig for the installation or
removal of well pumping equipment
Each: /I, 40 0 E:!.
Removal - Remove Pumping equipment for oil lubricated vertical turbine
well including motor, discharge head, column pipe, line s:b.aft assembly,
pump assembly, suction pipe, shaft assembly, suction pipce and strainer.
Pump depths may vary between 300-feet and 475-feet.
dO
Total Cost: ~, I()()-
Removal- Remove vertical turbine booster pump equipm.ent including
motor, discharge head, column pipe, shaft assembly and pump assembly.
Pump depths may be at approximately 5-feet to 40-feet.
Total Cost: 9oo~
Service Crane - Furnish service crane for the installation and removal of
booster pump equipment.
Total Cost: 50()~
Horizontal Booster Pump - Disassemble horizontal booster pump and
inspect for wear and damage. City crews will remove and deliver pump to
con1ractor's repair facilities and pickup upon completion of repairs.
6" Horizontal Booster Pump Cost Per Unit: 4tJIJ!!L
8" Horizontal Booster Pump Cost Per Unit:4()()~
Horizontal Booster Pump, Split Case - Disassemble booster pump, split
case, and inspect for wear and damage. City crews will remove and deliver
pump to contractor's repair facilities and pickup upon completion of
reparrs.
Cost Per Unit: J.j()() !!!
Cost Per Unit: 4t'O ~
6" Horizontal Booster Pump, Split Case:
8" Horizontal Booster Pump, Split Case:
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ITEM 7:
ITEM 8:
ITEM 9:
ITEM 10:
ITEM 11:
ITEM 12:
COMMUN~'Y SE~lCES
".,......
(
Removal- Remove pumping equipment for submersible well including
discharge head, column pipe, pump assembly, electrical c.able and motor.
Pump depths may vary between 300-feet and 475-feet.
Cost Per Foot: .4 ro
Cable Replacement - Furnish new electrical cable and n~cessary fittings
for submersible well with 200 H.P. motor. Pump depths range from 370-
feet to 400-feet. Complete in place. ~I 5'(1
Cost Per Foot: ~-==-
Column Pipe - Furnish and install new steel column pipe.
10-inch x 20-foot Lengths:
Cost Per Unit: 7,3()..!2
Cost Per Unit: 91:>5" ~
l2-inch x 20-foot Lengths:
Installation - Install pumping equipment for oil lubricated vertical turbine
well including motor, discharge head, column pipe, line shaft assembly,
pump assembly, suction pipe and strainer. In addition, stretch shaft, check
rotation and test pump operation. City crews will assist in wiring and
energizing motor. Comp~ete in place.
Total Cost: .~. /b() '!2
Installation - Install vertical turbine booster pump equipment includin~
motor, discharge head, column pipe, shaft assembly and pump assembly.
PumP depth may be at approximately 5-feet to 40-feet. In addition, stretch
shaft, check rotation and test pump operation. City crews will assist in
wiring and energizing motor. Complete in place. .
Total Cost: /,SI)tJ~
Installation - Install pumping equipment for submersible well including
discharge head, column pipe, pump assembly, electrical cable and motor.
Total Cost: ~ 9(J()t:!
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ITEM 13:
ITEM 14:
ITEM 15:
ITEM 16:
ITEM 17:
ITEM 18:
~UillMUNll1 ~CK~l~C~
. -
-
(
Line Shaft Assembly - Replacement parts cost for oillub:ricated line shaft
assembly. Complete in place.
Line Shaft Bearings:
Cost Per Unit: 4/ .po
Cost Per Unit: S{)~
Cost Per Unit: 74~
Line Shaft Enclosing Tube:
'Stainless Steel Line Shaft:
1045 Carbon Steel Line Shaft:
~ tJII
Cost Per Unit: ot.'/O~
Line Shaft Assembly Replacement - Furnish and assemble new oil
lubricated line shaft assembly including 1045 carbon steel line shaft, line
shaft enclosing tube, line shaft bearings and tube stabilize:rs. During
assembly, file off all wrench marks and wrap ends. Pump depths may vary
between 300-feet and 475-feet. Complete in place. .
Cost Per Foot: a~ ~
Pump Assembly - Disassemble and clean pump assembly for damage
assessment and. inspection by a City inspector. Each section of line shaft,
line shaft tube and line shaft bearings shall be disassembled and inspected
for wear and damage.
,/~O
Cost Per Foot: '1' -
Pump Assembly - Reassemble existing line shaft, line shaft tubing and
line shaft bearings. Machine the face of all tubes flat and true, balance and
straighten all line shafts, file off wrench marks, and wrap ends.
q10
Cost Per Foot: ;.;.-
Suction Pipe Replacement - Furnish and install new lo-il1ch x lo-foot
long suction pipe.
Cost Per Unit: {, 9 ~
Galvanized Cone Strainer - Furnish and install new galvanized cone
strainer
,I A ~g
Total Cost:~_
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ITEM 19:
ITEM 20:
ITEM 21:
ITEM 22:
ITEM 23:
ITEM 24:
ITEM 25:
CU1I1MUl'H'1'Y ~h.t{V ll;h::>
. .
"
! .
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Top Tube Assembly - Furnish and install new top shaft and top shaft
enclosing and recondition existing tube stretch assembly. Complete in
place. '
Cost Per Unit: c:2 90~
Transport -' Transport well pumping equipment including discharge head,
column pipe, shaft/tube assembly, pump assembly, suction pipe and
strainer from well site to contractors shop and from shop back to well site.
Pump lengths may vary between 300-feet and 475-feet.
Total Cost: 3~
Transport - Transport booster pump equipment including discharge head,
column pipe, and pump assembly from booster plant to contractor shop
and from shop back to booster plant. Pump lengths are approximately 5-
feet to 40- feet.
Total Cost: -1S/)!:!..
Video Inspection - Perform video inspection of entire well casing and
furnish complete inspection report and video. Well depths range from
l,300-feet to l,600-feet.
Total Cost: q61J~
Bailing and Removal- Bail approximately 100-feet of sediment from well
bottom. All materials bailed from well shall be removed from well site and ,
properly disposed of. Contractor will be required to follow N.PD.E.S.
standards.
Per Gallon Cost:3.~
Wirebrush - Wirebrush all perforated zones of well casing. Perforated
zones typica1lyrange from 510-feet to 1,600-feet
5"0
Cost Per Foot: 3. =--
Airlifting - Remove sediment and debris by means of airlifting.
. J tJQ
Each: g.~ ~O-
.
F:lScctt\My DocumentslAnnual ContractlWell J llAnnual Contract 2004 Pumps.doc
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ITEM 26:
ITEM 27:
ITEM 28:
'1\
ITEM 29:
.;.
...
ITEM 30:
!
:,
j
ITEM 31:
I.,;UMU1'HU: ~ht<. \' 11.,;h~
. .
~
('
or
Install Test Pump: Furnish, install and remove test pump equipment
capable of producing 3,000 GPM at 500-feet TDH to redevelop well to
maximum production, and includ~ a deep suction pipe to maximize the
redevelopment process.
Total Cost: / /, ePa> ~
Redevelop - Redevelop well with test pump.
()O
CostPerHour: ~Ocr-
Discharge Piping - Furnish, install and remove temporary discharge
piping for well redevelopment and/or flushing.
o Cost Per Foot: 3SE2-
Sonar Jet-Sonar Jet all perforated zones of well casing. Perforated zones
typically range from 510-feet to 1,600-feet.
Cost Per Foot: 1. JE.
Casing Repair - Swedge liner into well casing to repair miscellaneous
holes or damaged areas. A typical liner will be approximately 5-feet to 10-
feet long. Complete in place.
12" Liner:
Per Unit Cost: ~ 5do
14" Liner:
Per Unit . Cost: . ~,5;20
Per Unit Cost: 0'/,5",;10
Per Unit Cost: dI,~o
16" Liner:
18" Liner:
Sounding Tube - Furnish and installl" PVC schedule 80 sounding tube
with flush joint connections. Sounding tube shall be strapped to column
pipe using o/4-inch stainless steel bandit & buckle during pump installation
and come up through the base of the discharge head. Complete in place.
Cost Per Foot: e2 i!-
F:lScotJIMy DocumentslA.nnual ContractlWell J JlA.nnual Contract 2004 Pumps.doc
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ITEM 32:
ITEM 33:
ITEM 34:
ITEM 35:
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Air-Line - Furnish and install W' Stainless Steel air-line (I-piece type)
with stainless.steel fitting, calibrated level indicator gauge and mounting
bracket. Air-line shall be strapped to column pipe using %-inch stainless
steel bandit & buckle during pump installation and come up through the
base of the discharge head. Complete in place.
Cost Per Foot: .:I:/:!..
Lubricating Oil Removal ,- Remove and dispose of all lubricating oil from
well. All material removed from well shall be removed from well site and
properly disposed of. Contractor will be required to follow N.P D.E.S.
standards.
'::J '] DO
Total Cost: ~o-
Repair Recommendations - Prepare a detailed report outlining rep;rir
recommendations and materials needed to restore the well to meet
intended operating requirements
Each: ~
Disinfection - Inject chlorine solution into well casing and hold residual in
all parts of well above 250 ppm for a minimum of 48 hours. Chlorine shall
be neutralized before discharging to drain. Contractor will be required to
prepare and follow a N.P D.E.S. workplan in accordance with appropriate
standards.
Total Cost:CJ 50 ~
The estimated quantities are for cost comparisons only. The City will only be
responsible for the actual materials installed and labor time spent based on the per
unit prices.
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Well 11:
Make:
Serial Number:
Bowls:
Column:
. Tubing:
Shafting:
Suction:
Overall Length:
Airline:
Pwnp Bowls:
Well Depth:
Well 12:
Make:
Serial Number:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Overall Length:
Airline:
Bowl Depth:
Well Depth:
Well 14:
Make:
Serial Number:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Strainer:
Overall Length:
Airline:
Bowl Depth:
Well Depth:
CUUU1'lP'~ :)b~V1Cb':>
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WELL AND BOOSTER PUMP SPECIFICATIONS
Layne & Bowler
V75 - 70614
RH
12" Standard Butt .
3 1/2"
2 7/16'
12" - 20'
471'
425'
440'
. 1,343'
A.O. Smith
7351795
D.K.L. - IS - T, 8 Stage, 14" Length
8" Standard Butt
3~"
2 y.."
12" - 20'
420'
420'
470'
1,588'
Layne & Bowler
29640
13 C~ 8 Stage, Length 10'9-yz"
12" Standard Butt
3"
1-15/16"
12" - 20'
3' -2-1/2"
396'
362'
420'
1,302'
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Well 15:
Make:
Serial Number:
Type:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Strainer:
Overall Length:
Airline:
Bowl Depth:
Well Depth:
Well 16:
Make:
Serial Number:
Bowl Assembly:
RPM:
Volts:
AMPS:
Airline:
Bowl Depth:
Well Depth:
Well 17:
Make:
Serial Number:
Bowls:
Column:
Tubing:
Shaft:
Suction:
Bowl Depth:
Well Depth:
COMMUN!'fY .SE~V lCES
(....-.
JobnsonVertical Turbine
JZ3981.
14BC
Cast Iron U.T. Impellers, 5 stage Length
12" - 20' Standard Butt Joints
2-1/2" x 6'8" In 20' Lengths
1-11/16"
10" x 20'
30"
357'
345'
400'
1,550'
Byron Jackson, Submersible
701 '- LO - 292
14 CGL, 4 Stage
1,770 .
460 (Cable Size: 300 MCM, 600 Volts 350')
240
369'
NA
1,520'
Layne & Bowler
23547
14 R4, 10 Stages
347',34x 10' -12"
3-112"
2-3/16"
12" ....:. 20' Standard Butt
440'
1,550'
F:lScottlMy DocumentslA.nnual ContractlWelllllA.nnual Contract 2004 Pumps.doc
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Well 18:
Make:
Serial Number:
Casing Size:
Bowl Depth:
Column:
Airline:
Cable:
Bowl Depth:
Well Depth:
Well 19:
Make:
Serial Number:
Tube:
Shaft:
Suction:
Bowl Depth:
Well Depth:
Bowl Depth:
Well Depth:
Well 20:
Make:
Tube:
. Shaft:
Depth:
Bowl:
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346119
16n
400', 96 - WR - 0028
10" - 20'
410',Y4"
300 MCM, with Sub-Cable, 405'
400'
1,443 '
Layne & Bowler
16511
3-1/2"
2-3/16"
12"
NA
1,660'
300'
1,620'
Layne & Bowler
3-1/2"
2-3/16"
1,620'
14 RM, 12 Stage
Booster Plant I - Booster Pump I:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D-16288
1,770
800
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Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D-16289
1,770
1,350
12R
Booster Plant I - Booster PumD 3:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D16290
1,770
2,100
16EH
Booster Plant I - Booster Pum.{) 4:
Make:
Serial Number.
RPM:
GPM:
Model:
Layne & Bowler
, D16291A
1,775
3,150
16KH
Booster Plant I - Booster Pump 5:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D1629B
1,775
3,150
16KH
Booster Plant 2 - Booster Pump 1:
Make:
Serial Number:
Type:
Application:
AO. Smith
7351793
Vertical Turbine, 12" DKH 3 Stage
1,100 GPM @60lbs
Booster Plant 2 - Booster Pump 2:
Make:
Serial Number:
Type:
Application:
A.O. Smith
7351793
Verti-line Turbine, 12" DKH, 3 Stage
1,100 GPM@60lbs
F: IScottlMy DocumentslAnnual ContradlWell J J \Annual Contract 2004 Pumps.doc
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Make:
Serial Number:
Type:
Application:
A.O. Smith
7351794
Vertical Turbine, 14" DKH, 4 Stage
2,900 GPM @ 70 lbs
Booster Plant 2 - Booster PumP 4:
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
339812
8" 5814E, Stage-Double Suction Centrifugal
1,500 GPM @ 60 Ibs
Booster Plant 2 -' BoO"ster Pump 5 :
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
500949
(I' 5814E, Stage - Double Suction Centrifugal
2,000 GPM@60lbs
Booster Plant 2 -' Booster Pump 6:
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
500941 - 50325 1
8" 5814E, Double Suction Centrifugal
2,800 GPM @ 100 lbs
Booster Plant 3 - Booster Pump 1:
Make:
Serial Number:
Type:
Application:
A.O. Smith
7351793
Vertical Turbine, 12" DKH, 3 Stage
1,100 GPM @ 60 lbs
Booster Plant 3 - Booster Pump 2:
Make:
Serial Number:
Type:
Application:
A.O. Smith
7351793
Vertical Turbine, 12" DKH, 3 Stage
1,100 GPM@601bs
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Make:
Serial Number: .
Type:
Application:
Smithway
7351794
Vertical Turbine, 14" DKH, 4 Stage
2,900 GPM @ 70 Ibs
Booster Plant 3 - Booster Pump 4:
Make:
Serial Number:
Type:
Application:
u.s. Pump
339812
Verti Booster, 3 Stage
1,800 GPM
, Booster Plant 3 ~ Booster Pumu 5:
Make:
Serial Number:
Type:
u.S. Pump
NA
Verti Booster, 3 Stage
. Washington Underpass - Pumu 1:
Serial Number:
K209915
Washington Underpass - Pump 2:
Serial Number:
K209915
Downey Underoass - Pump 1:
Make:
Model:
Fairbanks Morse
6715
Downey Underpass - Pump 2:
Make:
Model:
Fairbanks Morse
6715
F:\ScottlMy Documents\Annual ContractlWe/l J JlAnnual Contract 2004 Pumps.doc
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159 N. ACACIA ST. . SAN DIMAS, CA91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
UC. 1496765
CITY OF VERNON
ANNUAL CONTRACT - FISCAL YEAR 2004 - 2005
BID PROPOSAL ATTACHMENT
Bid Opening November 15,2004 at 2:00 p.m. PST
GENERAL PUMP COMPANY, INC.
BID PROPOSAL ASSUMPTIONS
,
General Pump Company, Ine. (GPC) provides these basic assumptions to the City ofVemon (City) as
part of our bid submitted. GPC assumptions are used to assist in determining how GPC's bid items were
derived and to assist the City and GPC with a basic understanding of how the work is to be billed. If
during the selection process or if GPC were selected to assist the City with this Annual Contract, GPC
would appreciate the opportunity to talk with the City and to review our basic charges provided herein.
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Items 1 through 7
These items exclude the cost of materials and ancillary equipment and the repairs of that equipment. .
Item 4
Assumes to add a crane to Item 3. If Items 3 and 11 require a crane, rather than an A-frame, to remove
the booster equipment, than GPC would assume that this item would be added.
Item 8 and 9
Includes furnishing equipment, but excludes the actual installation and appropriate sales tax of the
equipment GPC assumes that the installation of equipment is covered under bid Items 10 through 12.
Based on the increasing price of metal products, GPC reserves the right to re-evaluate these prices over
time and to provide the City with sufficient information to evaluate those changes in material charges.
Based on the recent rises in metal product costs, GPC would assume that those costs would not increase
more than 5-percenf over the duration of this contract.
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Items 10 through 12
Includes labor and equipment, excludes actual materials and products associated with proper equipment
installation.
Item 13 and 14
GPC has assumed 1-11/16 by 2-1/2 inch shaft and tube, and Goulds type bearings for these bid items.
Based on the increasing. price of metal products, GPC reserves the right to re-evaluate these prices over
time and to provide the City with sufficient information to evaluate those changes in material charges.
Based on the recent rises in metal product coSts, GPC would assume that those costs would not increase
more than 5-percent over the duration of this contract.
Item 15 and 16
GPC has assumed a 300-foot section of pump string, but excludes actual repairs of the equipment.
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Annual Contract - Fiscal Year 2004 - 2005
Bid Opening: November 16, 2004
Page 2
Item 19
GPC has assumed 1-11/16 by 2-112 inch shaft and tube, and Goulds type bearings for these bid items.
Item 22
Includes two (2) VHS and one (1) DVD copy of the survey and two (2) video reports.
Item 23
This item is bid as a per gallon cost. Bailed material normally consists of a mixture of water and material;
the majority being material. Based on this, GPC assumes the charge to include the amount of material
and fluid removed from the well.
'.
Item 24
Assumes I,OOO-feet of perforations, one day of brushing and one tight fitting wire brush at the start of the
work. Realistically, more effective brushing would include between 2 and 3 days and up to three brushes
may be necessary to effectively clean a well casing of that length.
Item 25
Assumes 1,000-foot total well depth and approximately 50-feet of fill material in the well. This would
exclude surface tanks and piping necessary to discharge water to an appropriate location and roll-off bin
to collect and contain the materials.
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Item 26 and 27
Excludes surface tanks and piping necessary for this type work.
Item 28
As each well location and discharge requirement is different, GPC may need to adjust these charges to
adequately provide surface tanks and valves to maintain discharge waters in order to meet the City's
NPDES permit and safe handling of fluids and materials produced from the well.
Item 30
The charge provided is for a 5-foot swedge patCh. For each additional 5-foot section, please add $900.
Welenco utilizing their electric swedge patch will perform the swedge patching work.
Item 31
Cost for this equipment is made part of an equipment installation.
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STATEMENT OF QUALIFICATIONS
SUBMITTED TO:
CITY OF VERNON
4305 SANTE FE AVENUE
VERNON, CALIFORNIA 90058
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SUBMITTED BY:
GENERAL PUMP COMPANY, INC.
1589 NORm ACACIA STREET
SAN DIMAS, CALIFORNIA 91773
DATED NOVEMBER 16,2004
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159 N. ACACIA ST. . SAN DIMAS, CA 91'773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
Lie. #496765
November 16, 2004
City of Vernon
4305 Santa Fe Avenue
Vernon, CA 90058
Re: Statement of Qualifications
General Pump Company, Inc. is pleased to present this Statement of Qualifications to City of Vernon
(City) to provide removal, repair, and reinstallation of existing City water production wells and booster
systems. We understand that the City would like to contract a professional well and pump redevelopment
firm for the City's Annual Contract. Based on General Pump Company's experience working with water
utilities and purveyors in California, we understand how important it is to have the ability to effectively
evaluate and implement appropriate well and pump redevelopment work. This ability to accurately develop
cost-effective well and pump redevelopment options and to execute those projects is paramount to the
success of an annual contract and to the operation of the water system. With this in mind General Pump
Company, Ine. is prepared to respond to the City's needs, and to develop a well-by-well evaluation and
maintenance program for the City in an expedient and efficient manner.
We are enthusiastic about this project, and we are confident that General Pump Company, Ine. can
work with and serve the City in an efficient and cost-effective manner. Please feel free to call us at (909)
599-9606 extension 222, if you wish to discuss further our qualifications.
Sincerely,
GENERAL PuMP COMPANY, INC.
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Michael G. Bodart
Director of Engineering
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City ofVemon
November 16, 2004
Page 1
STATMENT OF QUALIFICATIONS
CAPABILITIES
General Pump Company, Inc. is a Professional Well Redevelopment and Pump Equipment contractor
located in San Dimas, California. The Engineering staff: field support and service crews, and office
support staff are 100% dedicated to well evaluation and rehabilitation, and pwnp equipment evaluation
and services.
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The technical staff at General Pump Company, Inc. has worked in almost every aspect of the well and
pwnp industries. This diverse experience provided us with unique qualifications to serve our customers
and provide them with solution-oriented approaches to get their system back into operation. Our
engineers and Hydrogeologist have all worked in the drilling and design segment of the water, and/or oil
and gas industries, and many of our shop and support technicians have worked for major pwnp
manufactures.
~
General Pump Company, Inc. employs only experienced Engineers, Hydrogeologist and Technical
Field Personnel that can offer the City assistance in the following areas:
. Assess Well Yields to Minimize Operating and Maintenance Costs
. Determine the Efficiency of Wells and Pumps
. Engineered Pump and Well Equipment
. Pump Facility Design and Construction
· Booster Facility Design and Construction
. Pipeline Design and Construction
. Appropriate Mechanical and Chemical Redevelopment
· Periodic Monitor and Maintenance Programs
· Water Quality and Production Solutions
. Well System Optimization
. Engineered Pump Suctions
. Pump and Motor Repair
. Custom Pump Design and Machining
. Electrical, SCADA and Transducer Support
. Casing Repair and Swedging
. Video and Geophysical Logging Support
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November 16,2004
Page 2
General Pump Company, Ine., an Engineering Service Company, is dedicated to supporting the
ongoing needs of the Water Industry, and committed to providing:
. Solution-oriented engineering using problem-solving techniques by degreed Engineers and
Registered Geologists with diverse well system and groundwater experience, and pump
application engineers from major pump manufacturing companies.
. Full-time machine shop, staffed with experienced personnel capable of building and repairing
standard and custom pump equipment and specialty products.
. Self-contained chemical trailers to include safety support and operational controls.
. Trained and certified operators for periodic monitoring and maintenance programs.
. In-house training facility and training programs for customers and our own personnel.
. Strong project and construction management for any size project.
. Instant communications with cellular radio/phones for all staff, engineering, technical, field and
shop personnel, resulting in better services at a reduced risk and overall cost.
. Modem, safe and reliable equipment with the Only Telescoping Well Rigs in the industry
capable of effective redevelopment of wells in pump houses; and,
SAFETY
Safety is paramount when men and equipment are involved. A good safety record is important along with
adequate insurance and bonding. General Pump Company, Inc. has the best safety record in Southern
California for the water well and pump rehabilitation business. Over the past seven years, General Pump
Company,Ine. has had minimal loss oftime for work related injuries
ANNUAL CONTRACTS
Award of an Annual Contract is a great honor and to have an Annual Contract renewed year after year is
the greatest complement to a service company. It proves that. the contractor has met or exceeded the
customers' set goals and expectations. General Pump Company, Ine. has been selected by 28 cities in
Southern California to maintain their well and pumping. systems. Additionally, General Pump
Company, Inc. is the primary contractor or sole-source contractor for 8 private utilities and Water
Districts. Most of these are either multi-year contracts having been renewed several times over.
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November 16,2004
Page 3
MACHINE SHOP CAPABILITIES
General Pump Company, Inc. is the only well and pump Service Company in Southern California that
builds 100% of our bowl assemblies. This level of expertise, along with our in-house machines, allows us
to supply or repair with a greater level of knowledge that your pump equipment will be reliable and
efficient.
Our repair and fabrication facility maintains the most complete line of lathes, welding and associated
machining tools.
General Pump Company, Inc. has an expansive repair and fabrication facility. This facility has proven
to be invaluable over our 50 years of business, since many pump and motor repairs require a strong
interface between machining, welding and electrical support in order to be completed. We have three
major groups within our repair and fabrication facility that allow us to serve your needs in a variety of
ways:
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Fabrication and Machining: Including l~thes, milling machines, grinders, balancing machines,
flame welding, gas and electric welding, heli..:arc, etc. We perform welding on steel, aluminum,
brass, cast iron, resurfacing, and custom work.
We repair all types of pumps by all manufacfurers in our facility up to approximately 24-inch
impeller diameter for single and multi-stage Horizontal Pumps and 30-inch diameter for Vertical
Turbine Pumps.
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Assembly: 100010 of our bowl assemblies are assembled at our facility. Assembly of pumps
assures the highest quality product, with the assurance that it is built correctly and will meet the
design criteria specified. General Pump Company uses the highest quality parts in each pump to
include, but not limited to, stainless steel bolting, pump shaft quality (PSQ) bowl and head shaft
shafts, SKF bearings, etc.
Field Services: This service has helped us establish ourselves as well and pump problem solvers
since many operational problems can be traced to poor installation practices. Having the proper
diagnostic equipment and knowing how to use it distinguishes us as "The Leader in Well and
Pump Services".
1
Precision Alitmment- We've invested in the latest Precision Alignment technology and
have established a growing list of customers who use us for these services.
Removal. Installation. Mechanical and StartuP - We perform field-testing, removal,
installation and machining services to offer a turnkey pump service.
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City ofVemon
November 16, 2004
Page 4
General Pump Company, Inc, can provide you with high quality workmanship to meet your water
supply needs. Our highly skilled employees can also perform repairs on many types of well and booster
pumps.
Pump Repair
Machine Shop
Shaft Manufactured
Pumps and Motors
Precision Straightening
Electrical Motors
~
Booster
End Suction
Horizontal
Split Case
Vertical Turbine
Right-Angle Drives
Impeller Rebuildin1!
Balancing
Trimmed
Eyes and Flanges
Mechanical Seals
Re-Machine Seat
High Pressure
High Temperature
Sleeves Made
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Bronze
Mild Steel
Stainless Steel
Threads and Tapping
Electric Motors
New and Overhauled
Rewound
Balanced
Custom Bases .
Shaft Repaired
Upgrades
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EQUIPMENT AND FIELD SERIVCE
General Pump Company, Inc. maintains a full service machine shop, clean and safe rigs and cranes are
a minimum requirement for reliability, quality workmanship and safety. Specialized equipment for
chemical treatments is also important.
J
General Pump Company, Inc. has several trucks fully loaded with essential equipme~t to handle many
urgent repairs in the field. Our well and pump service crews are always ready and willing to assist your
Water Utility with making a repair to keep your well and booster facilities running. Just let us know and
we will be on the way, ready to provide you with the highest quality service available.
General Pump Company, Inc. has the newest fleet of rigs and equipment in Southern California. Below
are the benefits to our customers.
· Reliable work - In water emergencies, it is important that this large equipment is ready to respond
without breakdowns.
· Safety - Our new equipment is not likely to malfunction resulting in major. damage or possible
injuries.
· The most up-to-date equipment to assemble the City's pumps.
General Pump Company, Inc. has the only telescoping pump rigs in Southern California.
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City of Vemon
November 16, 2004
Page 5
Our newest purchase is our 2003 Grove 40-ton crane. We now. have the largest crane in operation as
compared to other Southern California companies that attempt to provide the same General Pump
Company, Inc. Services. This crane allows us to better service the City of Vernon in some of your more
difficult access sites.
General Pump Company, Ine. has chemical treatment equipment with fully operational safety
equipment that includes eyewash and shower, along with other special redevelopment tools, which allow
General Pump Company, Inc. to perform the most cost-effective cleaning to your wells.
PROJECT MANAGEMENT AND TEAM
Geoffrey A. Bates will act as Project Manager. Geoffrey is a Registered Geologist in California and has
performed project management tasks at General Pump Company, Ine. for over two years. Mr. Bates
has also managed projects for many years at a large consulting firm and with a major water utility in
California. Michael Bodart will act as Lead Technical Reviewer, providing senior technical review and
guidance on the project. Mathew Hinson, Applications Engineer, will assist in pump and booster
application, evaluation and design. Mr. Bates will be the primary General Pump Company, Ine. contact
for the City of V ernon; however, all of the staff will be available for consultation with the City.
PROFESSIONAL REFENCES
Because of General Pump Company's long history in Southern California (over 50 years), we have
selected five (5) cities as references of similar annual maintenance projects to reference. As we
described above in our Proposal, General Pump Company, Inc. has been selected by 28 cities in
Southern California to maintain their well and pumping systems. Upon your request, we can submit
additional cities or additional information on other annual contracts.
City of Ontario - Carl Dale
Annual Contract
City of Azusa - Steve Seffer
Annual Contract
City of Huntington Beach - Howard Johnson
Annual Contract
City of Westminster - Scott Miller
Annual Contract
City of Santa Monica - Bob Harvey
Annual Contract
909-395-2683
2002 - Present
626-334-0414
1996 - Present
714-536-5503
1999 - Present
714-895-2876
1995 - Present
310-826-6712
1979 - Present
Please let us know if you world like contacting names and phoning numbers for other General Pump
Company, Inc. customers or annual contract holders. We can also supply you with a list of Engineering
Companies that we consult with and who regularly contract direct with General Pump Company, Inc.
-000-
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159 N. ACACIA ST.. SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
L1C.1496765
WILLIAM M. TWEED
Academic
Background
Mechanical Engineering, Dean's Honor List (1983) - University of Dayton
Post Graduate Courses, Business and Law - Wayne State University
Post Graduate Courses, Business - Cal State Fullerton
Professional
Experience
General Pump Company, Inc.
President and CEO
~
Johnston Pump Company, Glendora, California
Director of Marketing, Parts & Service
1974 - 1980
Instrumental in increasing the divisions from 7 facilities to. 13; and increasing sales from
$11 million to $18 million
Established a Regional Manager Network
Developed an International Sales Force and a Service Facility in Singapore.
Established a Nuclear Repair Facility in Tennessee
Other positions held during this period include:
General Manager of Canadian Operations
National Manager of PartS and Service
District Manager, Mobile Service Center
West Coast Sales Manager Parts & Service
Sales Engineer
Studebaker Worthington Corporation, Detroit - L.A.
District Engineer
1970 - 1974
Was responsible for the industrial service pumps, compressors and engines. Was
responsible for sales, assigning, coordinating and solving problems of field service
personnel.
Mosser Construction. Cleveland. Ohio
Project Engineer
1968 - 1970
. Scheduling and layout of construction projects.
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159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
J
Lie. #496765
MICHAELG. BODART
Academic
Background
Certifications
Professional
Experience
Bachelor of Science in Civil Engineering (1983) University of Missouri
Post Gmduate C.E. Courses in Geohydrology, University of Southern California
1999-Byron Jackson Training Certificate
1998-Grade 1 & 2 Distribution and Treatment Certificates
1998-Engineering "A" License
1995-Dale Carnegie Course
1995-Mackay Pump Rehabilitation Certificate
1992-Golden State Pump Technical Training Certificate
1990-Completed Graduate C.B. Courses in Geohydrology at U.S.C.
1986-Layne & Bowler Pump School Certification
1986-Baroid I-week Drilling Fluid Technology Course Certification
1985-National Water Works Correspondence Course Certification
General Pump Company, Ine.
Director of Engineering
1993 - Present
Layne Western
Regional Engineering and Sales Manager (4 offices)
1985 -1993 .
Federal Highway Administration
Civil Engineer
1983 - 1985
Professional
PresentatioDll Michael G. Bodart (Mike Bodart) is recognized as an expert in the field of pump
engineering and well rehabilitation in southern California. He has been invited to speak
for numerous professional water related associations and conventions.
Has been speaking professionally for more than 14 years and has presented in nationally
known associations such as A WW ~ Tri-State, Southern California Water Utility
Association, Inland Water Works Association, Groundwater Resources Association and
Central Coast Water Association.
Mike was part of a six-person panel at Application EngineerlInside Sales Kansas City
to assist in training nationwide engineers in the water well pump business.
.
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159 N. ACACIA ST.' SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
GEOFFREY A. BATES, R.G.
Academic
Background
Professional
Experience
Professional
Affiliations
Professional
Publications
Presentations
UC. ##496765
Bachelor of Science, Geological Science (1993), University of California, Santa Barbara
Graduate classes in Hydrogeology, California State University, Los Angeles
Registered Geologist, State of California, License Number 7165
General Pump Company, Inc.
Project ManagerlHydrogeologist
2002 - Present
Well Surveying Corporation
Director of Logging and Well Services
1999-2001
Dames & Moore Consulting
Project Hydrogeologist
1996 - 1999
Southern California Water Company
Company Hydrogeologist
1993 -1996
Tn-State Seminar - Groundwater Chairperson (1998 - Present)
American Water Works Association - (1996 - Present)
Central Coast Water Utility Association - Vice President (2000 - 2002)
Groundwater Resources Association - Central Coast Vice-President (1994-1996)
National Groundwater Association, Member (1997 - Present)
Emergency Planning Guidance Document for Public and Private Water Utilities,
California Office of Emergency Services and American Water Works Association, March
1999.
Groundwater Manual of Water Supply Practices M-21, American Water Works
Association, 2003 - Contributing Author.
Over 50 presentations at professional organizations that include: A WW A Cal-Nevada
Section, Tn-State Seminars, and Groundwater Resources Association. Presentation
topics include:
Well Field Design and Development
PC-Based Well Evaluation and Management Program
Geophysical logging and Interpretation
Records Keeping and Well Rehabilitation
Chlorine Dioxide as an Effective Oxidizing Agent in Well Rehabilitation
Well Maintenance and Rehabilitation
Developing Well Records for an Appropriate Well Monitoring and Maintenance Program
WeII Evaluation and Planning - A Physical Review
Pump and Motor Evaluation and Planning
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159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL Be PUMP SERVICE SINCE 1952
UC.I496765
JAMES M. HINSON
Professional
Experience
General Pump Company, Inc., San Dimas, California
Application EngineerlProject Coordinator
1989 - Present
Assists engineering and customers with pump system engineering, evaluation and
recommendations. Conducts systems analyses, define new and/or replacement hydraulic
requirements, design to procurement of materials, provide customer with job pricing
quotations, schedule crew tasks and man-power on a timely basis.
Johnston Pump Company, Los Angeles, Service Center, Pomona
Service Technician/inventory Controller
1987 - 1989
Controller, Vertical Turbine Pump Division - As a Service Technician, performed
numerous duties that included purchasing agent and manager of the Company's servi~
centers. As Inventory Controller, managed and coordinated equipment and parts
distribution to regional service sites, and for inventory reports on personal computer.
1985 - 1987
Service Technician - Geothermal Services Division. Worked with customers to
determine pump applications, engineering solutions, and to trouble-shoot problems.
Provided 24-hour field services for Western United States and overseas. Defined pre-
assembly requirements, supervised installation and start-up for geothermal downhole
pumps. Recognized as one of the company's ''top'' men in this field.
1983 - 1985
Inventory Controller and Service Mechanic. Duties required skill in inspection and
assembly of all major makes and models of vertical turbines, mixed and axial flow,
centrifugal and sump pumps. Handled basic shop machinery and operation functions.
Achieved one of the most successful inventories in the Service Center's history in 1984.
1980 - 1981
Parts Coordinator. Logged and recorded incoming shipments, shipped parts to domestic
and international destinations.
1980
Service Mechanic Trainee
Los Angeles Liquid Handling Systems, Gardena, California
Service Mechanic I Field Service Repr~ntative
1982 -1983
Handled customer relations and all field service cans for pump distributor. Responsible
for teardown, inspection and analysis of pump equipment; as well as inaking necessary
repairs. While the company's main emphasis was on Viking alloy pumps, also repaired a
variety of pump types, such as: Gorman-Rupp food processing pumps, Wilden diaphragm
pumps and Liquiflo horizontal pumps.
...-
(,
159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL Be PUMP SERVICE SINCE 1952
L1C. '496765
FERNANDO MUNOZ
Academic
Background
Mechanical Engineer Training (1978 - 1980) USC, Los Angeles, California
Professional
Experience
General Pump Company. Inc.. San Dimas. California
Production Manager
1985 - Present
Responsible for quality control, ensure pumps are ready for installation, scheduling and
management of shop and field production crews, and day-to-day management of those
Company areas.
Pump Technician and Pump Machinist - Disassemble and re-assemble pump,
equipment, equipment evaluation and staff training of pump equipment. Field expertise
in dual indicator alignment as well as pump, bowl, head shafts and column pipes;
horizontal pump specialist; and expert in well chemical treatments and disinfection.
Senior Field Tech - Operates various rigs and 40-ton crane rig, and troubleshoots
various types of pump equipment, well issues and electrical panels.
HU1!hes Aircraft. EI Se1!undo. California
1976 - 1985
Prototype Machinist with a Level 3 Security Clearance - Produced parts for space shuttle
and nuclear submarines as well as McDonnell Douglas jets.
Professional
Qualifications
Grade 2 - Distribution Certificate
Grade 2 - Water Treatment Operator
--
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EXAMPLES OF WORK PRODUCTS
.,
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159 N. ACACIA ST.. SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
September##,2004
City of ####
1425 South View
####, California 91762
L1C. #496765
Proprietary and Confidentia~ Information
Attn: ## - Project Manager
Re: Pump Equipment Recommendations
City WeD No. ##
GPC Job No. ####
Dear ##;
General Pump Company (GPC) is pleased to submit this proposal to the City of #### (City) for the
repair of City's Well No. ## pump equipment. Our proposal is based on using the City's existing 400 Hp,
1180 RPM motor and pump head.
PUMP EQUIPMENT REVIEW
GPC inspected the City's pump equipment for this well. The City's motor was delivered to Delta
Electric Motor for inspection and repair in accordance with City instructions. Our inspection of the pump
equipment revealed the following fmdings and recoDlDlendations:
Head Assembly
Pump Head
Enclosing Tubes
Line Shafts
Shaft Couplings
Screw Bearings
Column Pipe
Spiders
Bowl Assembly
Motor
Galvanized Airline
PVC StiRing Tube
Straighten head shaft, and clean nut key, tube, and tension bearing.
Refurbish pump head, clean, inspect and repair worn parts
Enclosure tubes are in good condition and none need replaced. Clean tubes by
power washing, and re-inspect.
GPC pulled all line shafts and inspected. Line shafts are in good condition;
several show moderate heat scaring possibly due to lack of oil in upper section of
tube assembly. Check for straightness and tolerance, stroke (clean), change
couplings, rotate to change projection and re-install into enclosing tubes.
Heavy scoring and hammer marks. Replace all shaft couplings
All are in Good condition and passed within factory tolerance using a go-no go
sizing tool
Iron bacteria build-up has resulted in minor to strong pitting on 17 column pipes.
During removal of the pump, three (3) column pipes were tight and were torched-
cut. Replace 20 each column pipe and 1 each five-footer off the head.
Supply and install new black widow spiders '
Bowl assembly is to be redesigned based on field data collected during well and
aquifer testing. The pump shall be designed for 1,900 gpm @ 590 feet TDH
Cross over from pump to column pipe
Motor to be supplied under separate authorization cover
Replace with new airline to 420-feet bgs - assure no bend in pipe at pump head
Supply and install 360-feet of I-inch PVC, flush threaded pipe, bottom cap, 10-
feet of slotted PVC, and strapped to column pipe. Modify pump head to bring
line to the surface.
Proprietary and Confidential Information
This materiaJ. is for the so~e use of the City of tltt and shaJ.~ not be copied, reproduced or
distributed without prior written consent of Genera~ Pump Company, :Inc.
.4I!!l1III!ll__.. ...... ., 'II
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PUBP
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City of#### - Well ##
September ##, 2004
. Page 2
Information
Proprietary and Confidential
PUMP EQUIPMENT MATERIALS
WELL PUMP - MATERIALS
1 ea Pump head, cast iron, sand blast, re-inspect, and repaint to City's approved color
400 ft 12" x 20' Column pipe, T &C
10 ea 3-112" x 12" Black widow spiders
1 ea Provide and install new bowl assembly IDP 15EMM, 13-stage, 1180 RPM
1 ea Stainless steel bowl shaft
400 ft %" galvanized pipe T &C
1 LS Misc. materials and part
Well Pump - Equipment
###
###
###
###
###
###
###
$###
~
WELL PUMP-LABOR
Shop pump mechanic and machinist to receive, inspect, machine, back-file, build and inspect pump
Shop pump mechanics to straighten head shaft
Shop pump mechanics to receive, insert, prep and inspect tube and shaft, 'and column pipe
Shop pump mechanic to stage and load equipment .
Field technician to perform wire-connections, check rotation and perform start-up, clean site, touch-up
paint as needed, steam clean and secure well site
Engineering and Applications Engineer
Well Pump - Labor
WELL PUMP - TOTAL COST
PVC STILLING TUBE
Supply and install 360-feet of I-inch PVC, flush threaded pipe, bottom cap, 100feet of slotted PVC, and
strapped to column pipe using stainless steel strapping. Modify pump head to bring line to the surface.
Provide and install a threaded cap on the PVC at the surface.
Engineering and Applications Engineer
Labor, Shop and Field
M2~ri~andsmppmg
PVC STILLING TUBE - ADD TO TOTAL COST
PROJECT CHARGES
Based on our review and objectives of the project, GPC's recommended to install new pump and
equipment as described herein is $###.
N/C
. $###
$###
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N/C
$###
$###
$###
CLOSING
General Pump Company, Inc. understands that the work and billing shall be in strict accordance as
outlined in the City of #### Contract No. UT 0204-05 and General Pump Company's bid for Annual
Contract submitted to the City, dated September 18,2002.
We appreciate the opportunity to assist in this work. Please contact me with any comments on our
recommendations and costs for this work.
Sincerely,
GENERAL PuMP COMPANY, lNe
Geoffrey A. Bates, R.G.
Project ManagerlHydrogeologist
w- Pmp Equip Fnl G.doc
Proprietary and Confidential Information
This material is for the so~e use of the City of titt and shaJ.~ not be copied, reproduced. or
distributed without prior written consent of General Pump Company, J:nc.
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LINE CARDS
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General Pump Company, Inc.
Serving the Water Industry Since 1952
General Pump Company, an Engineering Service Company, is dedicated to supporting the
ongoing needs of the Water Industry, and committed to providing:.
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· Solution-oriented engineering using problem solving techniques by de greed engineers and
Registered Geologists with diverse well system and groundwater experience, and pump
application engineers from major pump manufacturing companies.
· Full-time machine shop, staffed with experienced personnel capable of building and repairing
standard and custom pump equipment, and specialty products.
· Self-contained chemical trailers to include safety support and operational controls.
· Trained and certified operators for periodic monitoring and maintenance programs.
· In-house training facility and training programs for customers and our own personnel.
· Strong project and construction management for any size project.
· Instant communications with cellular radio/phones for all staff; engineering, technical, field
and shop personnel, resulting in better services at a reduced risk and overall cost.
· Modem, safe and reliable equipment with the Only Telescoping Well Rigs in the industry
capable of effective redevelopment of wells in pump houses.
· The Best Safety Record in the Industry for the Past 10 years!!
General Pump Company employs only experienced Engineers, Hydrogeologists and
Technical Field Personnel that can offer you assistance in the following areas:
. Assess Well Yields to Minimize Operating . Water Quality and Production Solutions
and Maintenance Costs . Well System Optimization
. Determine the Efficiency of Wells and Pumps . Engineered Pump Suctions
. Engineered Pump and Well Equipment . Pump and Motor Repair
. Pump Facility Design and Construction . Custom Pump Design and Machining
. Booster Facility Design and Construction . Electrical, SCADA and Transducer Support
. Pipeline Design and Construction . Casing Repair and Swedging
. Mechanical and Chemical Redevelopment . Video and Geophysical Logging Support
. Periodic Monitor and Maintenance Programs
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For additional information on General Pump Company or to speak with one of our qualified
engineers, please contact us at:
II
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GENERAL PuMP COMPANYt INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606 . Fax: (909) 599-6238 . E-mail: engineering@genpump.com
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PU8P Enginee'red Pump Suction
The Engineered Pump Suction (EPS) is designed to change the energy distribution and hydraulic flow
characteristics in a well. EPS's distribute the flow of water to a pump intake over a longer interval,
creating a laminar flow, and therefore lowering entrance velocities through the well screen near the pump.
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General Pump Company has installed over 100 Engineered Pump Suctions in Southern California. It
has proven effective in controlling sand pumping, well fouling and erosion of the screen, and improving
water quality by mixing aquifer water prior to entering the pump system. Additionally, General Pump
Company EPS's have proven effective in increasing efficiency in wells that penetrate multiple aquifer
systems.
MAJOR BENEFITS
The major benefits of installing an EPS as part of an effective and efficient groundwater production
system are:
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· Decrease entrance velocities and increase well yield
· Control sand pumping
· Improve water quality in wells that penetrate multiple aquifer systems
· Extend life of the well and well efficiency
· Decrease energy costs and increase pump equipment life expectancy
· Eliminate the dead-zone in a well bottom resulting in decreased bacteriological constituents
· Decrease mineral and bacteriological fouling
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EPS's are engineered devises constructed of PVC or stainless steel with factory produced slot-
perforations. General Pump Company designs each EPS based on well hydraulics for the specific
well. screen length and diameter, and design pump capacity. Each unit is installed and tested by our
professional Engineering and Technical Support Team.
General Pump Company's EPS is a correct~ve solution to many well performance concerns.
However, well owners should continue to evaluate well and pump performance on at regularly scheduled
intervals. If change should occur, contact one of our engineers immediately for im inspection or
maintenance.
For more information on Engineered Pump Suction and other services provided by GPe, please contact us at:
GENERAL PuMP COMPANY, INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606. Fax: (909) 599-6238. E-mail: engineering@genpump.com
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Downhole Evaluation
n. 'D · C. d't'
..urlog,. ynamlc 'jon' 11008
...
----.
PUIIP
Serving the Water Industry for Over 50 Years
General Pump Company uses a combination of integrated evaluation tools to develop a solution-oriented
approach to your groundwater production concerns. Using Downhole Evaluation Techniques performed
during dynamic (pump operating) and/or static conditions, General Pump . Company has identified,
developed solution, and resolved many difficult problems such as:
· Water Production - Sanding, air-entrainment, pumping water level, and decreased specific capacity
· Water Ouality - Fe, Mn, As, HzS, VOC's, perchlorate, nitrate, etc...
· Well Plugging - Encrustation, bio-fouling and sand blockage
· Well Integrity or Condition - Casing splits, eroded perforations, partial collapse, etc...
The combined application of data collected during records review, through downhole evaluation, and post-
field data review can be used to improve the hydraulics and efficiency of existing wells, and to resolve
decrease production and water quality concerns.
For more information on Downhole Evaluation During Dynamic Conditions and other services provided by
General Pump Company, please contact us at:
GENERAL PuMP COMPANY, INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606 -Fax: (909) 599-6238 _ E-mail: engineering@genpump.com
EXHIBIT
B."....~.'.
.. .
..
EXHIBIT B
...
CITY OF VERNON
COMMUNITY SERVICES & WATER DEPARTMENT
AGREEMENT CHANGE ORDER NO.
PROJECT:
TO:
REQUESTED BY:
SUPPLEMENT NO.
SHEET
OF
P.O. NO.
CONSULTANT
SHEETS
You are hereb directed to make the herein described chan es from the ori inal sco e of work of this a eement.
.. .. .... .. .......... ........ "" ...... .. .............. ........ .'............. .. ..
$
$
$
$
$
.......... .... .. .... ........ ................ .. .... .. .. .............. ............ .......... ....
.... ...... .............. .... """ """ .. .'............. .. .......... ...... ...... ........
...... .... ...... ...... ...... ...... .... .................. .. ....... ...... ...... .......... ....
Approved:
Date:
City Administrator
We, the undersigned Consultant, have given careful consideration to the change proposed and hereby agree, if this proposal is approved that we will provide all
equipQ1ent, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full '
payment therefore the prices shown above.
Accepted Date:
Consultant:
By:
Title:
c: PurchasingIProject File/Consultant
..
EXHIBIT
C
,. .
EXHIBIT C
.
S4WCUT LINE
NEW A.C.
PAVEUENT
SAWCUT LINE
r-
VARIES
,- L
r-
EXISTING PAVEUENT
EXISTING BASE.
EXISTING NATIVE SOIL
1/2 SACK SAND SLURRY BACKFILL
VARIES
PIPE
6--"
f
ACCEPTED NATIVE BACKFILL TO BE
COMPACTED TO BOX.
NOTES:
1. NEW PAVEMENT THICKNESS SHALL BE 1 INCH BELOW THE EXISTING TO A MAXIMUM OF 10 INCHES.
UNLESS OTHERWISE APPROVED BY THE CI1Y ENGINEER.
2. ASPHALT CONCRETE SHALL BE B-AR8000 WITH MINIMUM 2- THICK AC. WEARING SURFACE COURSE. TACK COAT
SHALL BE APPUED PER LATEST EDITION OF THE STANDARD SPECIFlCA1l0NS FOR PUBUC WORKS CONSTRUCTION (GREE BOOK);
3. FINISHED ASPHALT CONCRETE SHALL BE (3/4j B-AR8000, MINIMUM 2- THICK AND PAVED FLUSH WITH ADJACENT
PAVEMENT WITHIN SAME DAY AS NEW AC. PlACEMENT.
4. DAMAGED AND UNDERMINED PAVEMENT SHAJ.1. BE REMOVED BY SAW CUTTING FUll DEPTH PARALlEL TO TRENCH AND
REPlACED WITH (3/4j B-AR8000 AT NO COST TO THE CI1Y.
5. FOR CONCRETE STREETS THE WIDTH OF CONCRETE. TO BE REPlACED SHALL EITHER BE FROM COLD JOINT UNE TO COLD JOINT
UNE OR APPROVED TRENCH WIDTH WITH CONCRETE DOWElS (MIN. 14. BARS) . PlACED EVERY 3 IT STAGGERED.
6. IF THE SAWCUT UNE IS 3 FEET OR LESS FROM GUTTER UNE OR COLD JOINT THE AC. PAVEMENT OR CONCRETE SHALL
BE REMOVED TO GUTTER UNE OR COLD JOINT.
7. ALl TRAFFIC SIGNAL LOOPS, DOTS, lANE UNES, PEDESTRIAN UNES, AND OTHER PAINTED MARKINGS ARE TO BE REPlACED
IN KIND BY THE CONTRACTOR.
8. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CI1Y OF VERNON COMMUNI1Y SERVICES AND WATER DEPARTMENT
PRIOR TO AN( ENCROACHMENT OR CONSTRUCllON WITHIN A CI1Y OF VERNON RIGKT-OF-WAY.
9. THE CONTRACTOR SHALl OBTAIN AN UNDERGROUND SERVICE ALERT TICKET AND OBTAIN A CALIFORNIA COMMISlON OF OCCUPATIONAL
SAFElY AND HEAlTH (OOSH) PERMIT IF THE TRENCH IS GREATER THAN 5 FEET DEEP PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND MAINTAINING ALL TRAFFIC CONTROlS AND SIGNAGE PER
WAT.C.H. MANUAl DURING ENTIRE PROJECT.
11. NO STOCK PIUNG OF CONSTRUCTION MATERIAlS OR EQUIPMENT SHALL BE ALLOWED OVER NIGKT IN THE PUBUC RIGKT-OF-WAY
UNLESS APPROVED BY THE CI1Y ENGINEER.
12. ALl NECESSARY STEEL PLATES SHALL BE PROVIDED AT THE JOB SITE PRIOR TO AN( REMOVALS. PLATES SHALL BE SKID
RESISTANT, RESTRAINED AND RAMPED WITH AC. COLD MIX.
13. ALl TRENCHES SHALL BE BACKFlLLED WITH 1/2 SACK SAND SWRRY UNLESS OTHERWISE APPROVED BY THE CI1Y ENGINEER.
14. THE CONSTRUCTION SHALL COMPLY WITH CI1Y STANDARDS AND THE GREEN BOOK.
TYPICAL TRENCH PAVING SECTION
LIL
my OF II1iI'tt\W CfU'tWMt
CtJIIIIIJNITY .SSMD It IMmt DEPNmENr
M4Y 20tH
STANDARD PLAN V2264
SHEET 1 OF 2
.. .
EXHIBITC
,.
,
S4WCUT LINE
NEW A. Co
PAVEMENT
oS .
it
S4WCUT UNE
1
VARIES
1" L
1
EXISTlNG PAVEMENT
EXISTING BASE.
. <I"
',d
. 4
A '.
<I.
EXISTlNG NATIVE SOIL-7
'.
<I
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1/2 S4CK SAND SLURRY BACKFILL
4."A .4
VARIES
~.
4
"<t
4
. . 4
PIPE DIA. WMtN Wuw ',d
4"-12" 6" 8" 4 .
14"+ 8" 12"
PIPE
.'
NOTES:
. . <I .
.,d
PIPE BEDDING
PEA GHA Iifi
SEE CHART
1. NEW PAVEMENT THICKNESS SHALL BE 1 INCH BELOW THE EXISTING TO A MAXIMUM OF 10 INCHES,
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
2. ASPHALT CONCRETE SHALL BE B-AR8000 WITH MINIMUM 2- THICK A.C. WEARING SURFACE COURSE. TACK COAT
SHALL BE APPUED PER LATEST EDmON OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREE BOOK).
3. FINISHED ASPHALT CONCRETE SHALL BE (3/4j B-ARBOOO, MINIMUM 2" THICK AND PAVED FWSH WITH ADJACENT
PAVEMENT WITHIN SlIME DAY AS NEW A.C. PLACEMENT.
4. DAMAGED AND UNDERMINED PAVEMENT SHALL BE REMOVED BY SAW ClJrTING FULL DEPlH PARAl..I.EL TO TRENCH AND
REPLACED WITH (3/4j B-AR8000 AT NO COST TO THE CITY.
5. FOR CONCRETE STREETS THE WIDTH OF CONCRETE TO BE REPlACED SHALL EITHER BE FROM COLD JOINT UNE TO COLD JOINT
UNE OR APPROVED TRENCH WIDTH WITH CONCRETE DOWELS (MIN. 14 BARS) PLACED EVERY 3 FT STAGGERED.
6. IF THE SAWCUT UNE IS 3 FEET OR LESS FROM GUTTER UNE OR COLD JOINT THE A.C. PAVEMENT OR CONCRETE SHALL
BE REMOVED TO GUTTER UNE OR COLD JOINT.
7. ALL TRAFFIC SIGNAL LOOPS. DOTS, LANE UNES, PEDESTRIAN UNES, AND OTHER PAINTED MARKINGS ARE TO BE REPLACED
INKlND BY THE CONTRACTOR.
8. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY OF VERNON COMMUNITY SERVICES AND WATER DEPARTMENT
PRIOR TO AN( ENCROACHMENT OR CONSTRUCTION WITHIN A CITY OF VERNON RIGHT-oF-WAY.
9. THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVICE ALERT TICKET AND OBTAIN A CAUFORNIA COMMISION OF OCCUPATIONAL
SAFElY AND HEALTH (DOSH) PERMIT IF THE TRENCH IS GREATER THAN 5 FEET DEEP PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND MAINTAINING ALL TRAFFIC CONTROLS AND SIGNAGE PER
WAT.C.H. MANUAL DURING ENTIRE PROJECT.
11. NO STOCK PIUNG OF CONSTRUCTION MATERIALS OR EQUIPMENT SHALL BE ALLOWED OVER NIGHT IN THE PUBUC RIGHT-OF-WAY
UNLESS APPROVED BY THE CITY ENGINEER.
12. ALL NECESSARY STEEl PLATES SHALL BE PROVIDED AT THE JOB SITE PRIOR TO ANY REMOVALS. PLATES SHALL BE SKID
RESISTANT, RESTRAINED AND RAMPED WITH A.C. COLD MIX.
13. ALL TRENCHES SHALL BE BACKFILLED WITH 1/2 SACK SAND SWRRY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
14. THE CONSTRUCTION SHALL COMPlY WITH CITY STANDARDS AND THE GREEN BOOK.
s
TYPICAL TRENCH
FOR SEWER
..
CITY OF IIlIMW C4U'QIIM4
COIMJN/TY .5El'l'Ia3' . ..7Bf DE1WmIENr
MY 2DtU
PAVING SECTION
LATERAL
STANDARD
PLAN V2264
SHEET 2 OF 2
Ul.
CITY COUNCIL
LEONIS C. MALBURG
Mayor
JOHN KARNS
Karns & Karabian
General Counsel
THOMAS A. YBARRA
Mayor Pro- Tem
WM. "BILL" DAVIS
Councilman
H. "LARRY" GONZALES
Councilman
W. MICHAEL McCORMICK
Councilman
BRUCE V. MALKENHORST
City Administrator / City Oerk
Chief Executive Officer of
Light & Power
ERIC T. FRESCH
City Attorney
KEVIN WILSON
Director of Community Services & Water
STEVEN E. PARkER
Fire Chief
SOL BENUDIZ
Police Chief
LEWIS J. POZZEBON
Director of Environmental Health
CITY HALL
4305 SANTA FE AVENUE, VERNON, CALIFORNIA 90058
TELEPHONE (323) 583-8811
RORYBURNETI
Gursey, Schneider & Co. LLP
City Accountant
June 21, 2005
General Pump Company, Inc.
Attn. Geoffrey A. Bates, Project Manager
1589 N. Acacia St.
San Dimas, CA 91773
Re: Services Agreement
Dear Sir:
The insurance requirements have been met. Transmitted herewith is a
fully executed agreement as referenced above, approved by City Council
on April 27, 2005, through Resolution No. 8729.
If you have any questions regarding this matter, please call Mr. Kevin
Wilson at 323/583-8811 ext 245.
Very truly yours,
1{~~
Nelly G1.ron
Deputy City Clerk
NG/rcm
cc: E. Fresch
K. wilson
D. JauD,:.?:emis
'i"olut.i~ 1IO~S"2'
Agreement File No. 05-054
"Exclusively Industrial"
SERVICES AGREEMENT
This AGREEMENT ("Agreement") is made, entered into and executed in
duplicate originals, either copy of which may be considered and used as the original
hereof for all purposes, as of this 27th day of April, 2005, in the City of Vernon, County of
Los Angeles, California
BY AND BETWEEN
CITY OF VERNON, a municipal
corporation, hereinafter referred to as
the "City"
4305 Santa Fe Avenue
Vernon, California 90058
AND
GENERAL PUMP COMPANY, INC., an
independent contractor, hereinafter
referred to as the "Contractor"
1589 North Acacia Street
San Dimas, California 91773
RECITALS
WHEREAS, the City has determined to retain the services of an
independent contractor to perform emergency repairs on water production and
distribution related equipment, including but not limited to removal, repair and
reinstallation of the City's well and booster motor pumps, on an as needed basis; and
WHEREAS, Contractor has prepared a proposal dated November 16,
2004, for the Services, a copy of which is attached hereto as Exhibit A and incorporated
by this reference (the "Proposal"); and
WHEREAS, Contractor represents that it is qualified and capable of
furnishing the labor, materials and expertise necessary to perform the Services that the
City requires, as set forth in this Agreement, and is willing to do so on the terms and
conditions set forth below; and
WHEREAS, the emergency repairs have been bid, and Contractor's cost
proposal is acceptable to the City; and
WHEREAS, the City desires to enter into an agreement with Contractor to
provide the emergency repairs on water production and distribution related equipment
on a contract basis as defined in the terms and conditions set forth below.
NOW, THEREFORE, IT IS AGREED AS FOllOWS:
Page 1 of 19
SECTION 1. TERM OF CONTRACT
1.01. This Agreement will become effective on May 1, 2005 and will continue in effect
for a period of one (1) year or until terminated as provided in this Agreement.
City shall have the option to extend the Agreement in one (1) year increments.
SECTION 2. DEFINITION OF TERMS
2.01. Whenever used in the Agreement, the following terms shall mean:
A. "Agreement" shall.mean that formally executed Agreement or Contract
which includes the Contract Documents attached. The Agreement
constitutes the entire agreement between the parties relating to its subject
matter.
B. "City" shall mean the City of Vernon, California, the entity which has
executed the Agreement and, where applicable, its affiliated companies,
and its officers, directors, employees, representatives and agents.
C. "Contractor" shall mean General Pump Company, Inc. and where
applicable, its affiliated companies, and its officers, directors, employees,
representatives and agents.
D. "Contract Documents" shall include any inquiry, invitation to bid, or
proposal which may have, but not necessarily, preceded execution of the
Agreement, and including the General Provisions and all exhibits and
schedules attached to the Agreement and all plans and specifications
identified in the Contract Documents.
E. "Contract Price" shall mean the compensation set forth or provided for in
Section 4.01 of this Agreement. Whether it expressly provides for the
reimbursement of costs incurred by Contractor or simply for the payment
of a lump sum of money, it is intended to be the full and complete payment
for satisfactory completion of the Work and, unless otherwise stated, to
cover all costs whether for materials, equipment, tools, labor, services and
taxes and all overhead, rentals and profit or fee, if any.
F. "General Provisions" or "General Conditions" shall mean the General
Provisions as set forth in this Agreement.
G. "Premises" shall mean the physical premises under City's control or
ownership where Work hereunder is to be performed.
Page 2 of 19
H. "Proprietary Information" and "Confidential Information" shall mean all
information, whether written or oral, which Contractor acquires from,
through or on behalf of City, directly or indirectly, or which arises out of the
Work, concerning the Work or proprietary processes involved in the Work
including, without limitation, information concerning past, present or future
business plans of City, information about the operations of City's
Premises, and other City information or know-how obtained during the
Work, except information falling into any of the following categories:
1. Information which, at the time of disclosure hereunder, is in tlJe
public domain;
2. Information which, after disclosure hereunder, enters the public
domain, except where such entry is the result of Contractor's or any
entity within Contractor's control breach of this Agreement;
3. Information which, prior to disclosure hereunder, was already in
Contractor's possession without limitation regarding disclosure to
others; or
4. Information which, subsequent to disclosure hereunder, is obtained
by Contractor from a third party who is lawfully in possession of
such information and not subject to a contractual or fiduciary
relationship to City with respect to said information and who does
not require Contractor to agree to refrain from disclosing such
information to others.
I. "Subcontractor" shall mean any first or lower-tier subcontractor and its
employees, representatives, agents, subcontractors or other personnel
who have been approved in the manner required by this Agreement.
J. 'Work" or "Services" shall mean the work performed by Contractor and
required to be performed from time to time by City under this Agreement.
Page 3 of 19
SECTION 3. SERVICES TO BE PERFORMED BY
CONTRACTOR
Specific Services
3.01. Contractor agrees to perform emergency repair services for the City's water
production and distribution related equipment in a timely manner. Contractor's
Services shall include, but will not be limited to, removal, repair and reinstallation
of the City's well and booster motor pumps. The Contractor's Services are more
specifically detailed in the Proposal attached hereto as Exhibit "A" and
incorporated herein by this reference.
3.02. Contractor shall be responsible for traffic control on the Work site when
necessary and shall take all precautions to ensure the safety of pedestrians,
vehicular traffic, and personnel.
Change of Services
3.03. City may at any time, by written change order executed by the City Administrator,
make changes only to extend the Work duration and total compensation of
Contractor's Work. Changes in the scope of Work, or duties and obligations,
shall be authorized only by the City.
3.04. City may make "Changes" by increasing, reducing or deviating from the
requirements of the scope of Work. A form of Change Order is set forth in
Exhibit B attached hereto and incorporated by reference.
Timing of Services
3.05. Contractor's Services shall commence upon the execution of this Agreement by
both parties and award by the City Council and shall end after a period of one (1)
year, unless this Agreement is otherwise terminated according to Section 6 of
this Agreement or extended according to the conditions and terms set forth in this
Agreement.
3.06. Time is of the essence for all Work contemplated by this Agreement. Contractor
shall start performing Services under this Agreement only after notification by the
City, in accordance with Section 5.03 of this Agreement.
Method of Performing Services
3.07. Contractor will determine and is responsible for the method, details, and means
of performing the above-described Services.
Page 4 of 19
Status of Contractor
3.08. Contractor enters into this Agreement, and will remain throughout the term of this
Agreement, as an independent contractor. Contractor agrees that it is not and
will not become an employee, partner, agent, or principal of City while this
Agreement is in effect. Contractor agrees it is not entitled to the rights or benefits
afforded to City's employees, including disability or unemployment insurance,
workers' compensation, medical insurance, sick leave, or any other employment
benefit. Contractor is responsible for providing, at its own expense, disability,
unemployment, and other insurance, worker's compensation, training, permits,
and licenses for itself and for its employees and subcontractors. Contractor shall
have complete and sole control over its employees, the details of the Services
and methods by which the Services are accomplished, it being understood that
City is interested only in the results to be obtained by Contractor.
3.09. Contractor has no authority to enter contracts or agreements on behalf of City.
This Agreement does not create a partnership or joint venture between the
parties.
Payment of Taxes
3.10. Contractor is responsible for paying when due all income taxes, including
estimated taxes, incurred as a result of the compensation paid by City to the
Contractor for Services under this Agreement. Contractor agrees to indemnify
City for any claims, costs, losses, fees, penalties, interest, or damages suffered
by City resulting from Contractor's failure to comply with this provision.
3.11. Payroll taxes including federal, state and local taxes shall not be withheld or paid
by City on behalf of Contractor or for the employees of the Contractor.
Contractor shall not be treated as an employee with respect to the Services
performed hereunder for federal or state tax purposes. Contractor shall be
responsible to pay taxes mandated by law.
3.12. Since Contractor is not an employee of City, Contractor is not eligible for and
shall not participate in any employee benefit of City, including pension, health or
other fringe benefits.
SECTION 4. COMPENSATION
4.01. In consideration for the Services to be performed by Contractor, described in
Section 3 of this Agreement, City agrees to pay Contractor on a labor, materials
and equipment basis, with the cost for specified tasks and equipment specified in
Contractor's Proposal attached hereto as Exhibit "A" and incorporated herein by
this reference (the "Contract Price").
Page 5 of 19
Entire Compensation
4.06. The Contract Price is full and complete compensation, and constitutes the entire
compensation due Contractor for the Services and any and all of Contractor's
obligations hereunder, regardless of difficulty, unforeseen circumstances, hours
worked or equipment, materials or personnel required. The Contract Price
includes without limitation compensation for applicable taxes, customs duties,
fees, overhead, profit, travel time to and from the Premises and all other direct
and indirect costs incurred or to be incurred by Contractor hereunder. The
Contract Price set forth above is not subject to escalation for any reason except
as expressly set forth in this Agreement. No adjustments in compensation shall
be made as a result of changes in the value of any currency. The Contract Price
shall only be adjusted by formal, written Change Order or amendment to this
Agreement. If the City opts to extend the term of the Agreement, Contractor's
rates, as Iisteq in this Agreement, shall be increased or decreased by seventy-
five percent (75%) of the Consumer Price Index (all Urban Consumers) for the
Los Angeles-Riverside-Orange County area for the twelve (12) month period
prior to the beginning of each extension.
Payment of Compensation
4.07. For Services rendered under Section 3 of this Agreement, City agrees to pay
Contractor the sum set forth in Paragraph 4.01 of this Agreement on completion
of Work and within thirty (30) days of acceptance and approval of an invoice
prepared in accordance with City requirements.
4.08. For Services rendered under Section 3 of this Agreement, Contractor shall be
entitled to receive monthly payments. Contractor shall submit to City a monthly
invoice and statement of Services, prepared in accordance with City
requirements, by the fifteenth (15th) of each month, for the prior calendar month's
completed Work. City will make payments to Contractor within thirty (30) days
after acceptance and approval of the invoice received from Contractor.
4.09. Contractor shall be responsible for paying any subcontractors used in the
performance of this Agreement. Subcontractors shall not bill the City directly.
Expenses
4.10. City shall not be liable to Contractor for any expenses paid or incurred by
Contractor. Expenses may only be billed if advance written approval has been
obtained from the City Administrator.
Page 6 of 19
Compensation for Changes
4.11. The compensation due Contractor, or the credit due City, for changes may not be
established verbally, and shall be established in a written change order signed by
City as described in Sections 3.03 and 3.04 of this Agreement. Compensation
adjustments in each such change order shall be established by one or more of
the following bases, as determined by City: (a) a lump sum price to be. negotiated
between the parties; or (b) Work unit rates to be negotiated between the parties.
Once established, the amount of the compensation due Contractor or credit due
City for a change shall not be subject to adjustment for any reason, including
changes in the value of any currency.
SECTION 5. OBLIGATIONS OF THE PARTIES
5.01. Contractor is responsible for meeting all conditions of this Agreement and City
Standards & Details for all Work performed. Substandard Work, as determined
solely by the City, shall be redone at the expense of the Contractor.
5.02. Contractor is responsible for damage resulting from performing repair and clean-
up of the affected area.
Warranty
5.03. Contractor warrants to City, for one (1) year from the date of any repairs, that the
repairs shall be free from defects in material and workmanship. Contractor shall
be liable for the replacement and installation of any parts that fail through a
defect in material or workmanship at no charge to City during such warranty
period.
5.03. City will notify Contractor of general locations requiring repair and a general
description of the field conditions at repair locations. City makes no guarantee of
the total quantity of Work to be provided. Notification of properties whose service
may be interrupted will be the responsibility of the City. .
5.04. City shall not be responsible for the accuracy or completeness of information or
data shown on the City's water, sewer, or storm drain system base maps or any
other utility information. Contractor shall have full responsibility for reviewing and
checking all such information and data, for calling Underground Service Alert, for
locating all underground utilities, for coordinating the Work with owners of such
underground utilities during repairs, for the safety and protection thereof and
repairing any damage thereto resulting from the Work, the cost of which will be
considered as having been included in the Contract Price. Contractor shall take
all possible precautions for the protection of unforseen utility lines to provide for
uninterrupted service and to provide such special protection as may be
Page 7 of 19
necessary. All paved areas, including curb, gutter, and sidewalk, cut or damaged
during construction, shall be replaced with similar material of equal thickness to
match the existing adjacent undisturbed areas. Contractor shall comply with the
City of Vernon Trenching Standard Plan described in Exhibit "C" attached hereto
and incorporated herein by reference.
5.05. Contractor will perform the Services under this Agreement on City's Premises
during regular business hours or as directed by the City.
Liability Insurance
5.06. Contractor and its subcontractor{s), if any, shall, prior to commencement of any
Work and for the duration of this Agreement, obtain and maintain at its own
expense, those minimum levels of insurance coverage as set forth below. Prior
to commencing Work hereunder, Contractor shall provide the City with proof of .
insurance providing and maintaining the coverages and endorsements set forth
below. Said proof of insurance shall also provide that said policy or policies shall
not be canceled or materially reduced in coverage without giving at least thirty
(30) days prior written notice to the City.
5.07. The insurance coverage as listed herein, shall be properly endorsed to include
those contractual obligations which may be identified further within this
Agreement and shall be endorsed to provide City all the rights and privileges of
an additional insured.
5.08. Contractor shall cause its insurers to issue, including but not limited to,
Certificates of Insurance or, upon request, certified copies of the insurance
policies evidencing that the coverages and policy endorsements required under
this Agreement, are maintained in force.
5.09. Contractor shall ensure its subcontractor{s), if any, maintain those insurance
requirements as specified in this Agreement and are endorsed as additional
insured{s) on all required Contractor insurance coverages. Contractor and its
subcontractor{s), if any, shall maintain in effect the following minimum insurance
coverages on an Occurrence Form Policy:
A. Workers Compensation within the statutory limits, including occupational
illness or disease coverage in accordance with the laws of the nation,
state, territory, or province exercising jurisdiction over Contractor's
employees. Workers Compensation and Employers Liability Insurance
shall have a minimum limit of $1 ,000,000 per occurrence. Contractor
further agrees to hold harmless and indemnify City for any and all claims
arising out of an injury, disability, or death of any of Contractor's
employees or agents.
Page 8 of 19
B. Comprehensive General Liability Insurance, including, but not limited to,
Contractual Liability, Products and Completed Operations Liability, Broad
Form Property Damage and Bodily Injury Liability, and Explosion,
Collapse and Underground Liability, with a minimum combined single limit
of $2,000,000 per occurrence.
C. Comprehensive Automobile Insurance, including, but not limited to, all
owned, non-owned or hired vehicles with a minimum combined single limit
of $1 ,000,000 per occurrence for bodily injury and property damage.
D. Excess Liability Insurance with limits of $2,000,000. Such evidence of
insurance can either be through the primary insurance coverages or
through an excess policy. Such insurance shall at all times be on an
occurrence form and provide policy conditions as broad as those required
in the primary insurance.
5.10. Contractor agrees to provide insurance in the amounts and forms specified
above. Contractor shall submit to the City documentation indicating compliance
with these minimum requirements no less than one (1) day prior to the beginning
of performance under this Agreement. Contractor shall not commence
performance of its Work under this Agreement until the above insurance has
been obtained and proof of insurance has been filed with and approved by the
City.
5.11. Contractor shall not permit a subcontractor or vendor to perform work on City
premises unless and until a certificate of insurance is obtained showing that such
subcontractor or vendor has worker's compensation coverage. If Contractor
employs subcontractors as part of the Services rendered, Contractor's protective
coverage is required. Contractor may include all subcontractors as insureds
under its own policy or shall furnish separate insurance for each subcontractor,
meeting the requirements set forth above.
Representations
5.12. To the fullest extent permitted by law, Contractor shall defend, indemnify and
hold harmless City and its elected officials, officers, agents and employees from
all claims, suits, actions, demands, damages, liabilities, expenses, judgments,
settlements, and penalties, losses, fines, and all costs and expenses incurred in
connection therewith, including reasonable attorney's fees and all costs of
defense, arising out of or attributable to the negligent or wrongful acts of
Contractor or its employees or agents under this Agreement, except to the extent
arising from or caused by the sole negligence or willful misconduct of the City, its
officers, agents or employees. The terms of this indemnity shall survive the
termination of this Agreement. The obligations in this Paragraph are in addition
Page 9 of 19
to Contractor's duty to provide insurance and shall not be limited by any limitation
on the amount or type of insurance coverage carried by Contractor.
5.13. Contractor and City represent that each has read and understands the
Agreement and Contract Documents. The Contractor represents it understands
the City's regulations concerning Premises access, badges, parking, security,
safety, fire, prohibited drugs and alcohol, and smoking and other rules, and that
Contractor has visited Premises where the Work is to be done and is familiar with
the local conditions under which it is to be done. Contractor also represents that
it is experienced in performing and competent and qualified to perform the kind of
tasks or assignments included in the Work and employs or has available for
employment in sufficient numbers all unskilled, skilled, administrative,
supervisory, professional and managerial or other personnel required to perform
the Work as required by this Agreement.
5.14. Contractor represents that it has the qualifications and skills necessary to
perform the Services under this Agreement in a competent, professional manner,
without the advice or direction of City. This means Contractor is able to fulfill the
requirements of this Agreement. Failure to perform all the Services required
under this Agreement constitutes a material breach of the Agreement.
Contractor has complete and sole discretion for the manner in which the Work
under this Agreement will be performed.
5.15. Contractor declares and states that is has complied with and will continue to
comply with all federal, state and local laws regarding business permits and
licenses that may be required to carry out the Services to be performed onder
this Agreement.
5.16. Contractor agrees to indemnify, defend, and hold City free and harmless from all
claims, demands, losses, costs, expenses, obligations, liabilities, damages,
recoveries and deficiencies, including interest, penalties, attorney's fees and
costs, that City may incur as a result of a breach by Contractor of any
representation or provision contained in this Agreement or any negligent or
intentional acts or omissions by Contractor, it subcontractors, agents, and
employees.
5.17. Contractor's rights under this Agreement may not be assigned nor may its duties
be delegated or subcontracted without the prior written consent of City. Any
assignmentor delegation or subcontract in violation of this Section shall, at City's
sole discretion, be void. Consent by City shall not relieve Contractor of
responsibility for performance of Contractor's obligations hereunder. City may
assign all or any part of this Agreement at any time effective immediately upon
written notification to Contractor.
Page 10 of 19
5.18. At all times while Work is being performed on the Premises each party shall be
represented thereon by a designated representative. Each party may notify the
other in writing of the identity of such persons from time to time.
Work Injury
5.19. The treatment and care of injuries sustained by Contractor's employees,
subcontractors, representatives or other personnel shall be and remain the
responsibility of Contractor. City's first aid facilities, if any, however, will be made
available to Contractor's employees in emergency cases which are the direct
result of accidents occurring on the Premises. City shall incur no liability for, and
Contractor hereby agrees to indemnify City against, any causes of action, claim,
. liability or costs, including attorney's fees, arising in whole or part out of the
furnishing of such first aid facilities or assistance to Contractor's employees,
subcontractors, representatives or other personnel, or out of the failure to furnish
such facilities or assistance.
Records, Inspection and Audit
5.20. During the course of Work being performed, Contractor and any of its
subcontractors, shall maintain and retain, not less than three (3) years after
completion thereof, complete and accurate records of the Contractor's costs
which are chargeable to the City under this Agreement. City or its designated,
authorized representatives, shall have the right during this three (3) year period,
upon written reasonable notice, to inspect and audit those records. Such records
to be maintained and retained by the Contractor shall include: (a) payroll record
accounting for the total time distribution of the Gontractor's employees working
full or part time on the Work (to permit tracing to payroll payments in cash); (b)
invoices for purchases, receiving and issuing documents, and all the other unit-
inventory records for the Contractor's stores, stock or capital items; (c) paid
invoices and canceled checks for material purchased and for the subcontractor's
and any other third parties' charges; and (d) any other documentation City. deems
necessary to support costs and charges under this Agreement.
Corporate Conduct
5.21. Contractor, its employees, agents or representatives shall not offer or give to an
officer, official or employee of City gifts, entertainment, payments, loans or other
gratuities to influence the award of a contractor obtain favorable treatment under
this Agreement or any other contract.
Page 11 of 19
Standard of Care
5.22. Contractor agrees that all Services provided will be conducted by the principal .
and competent staff members, if any, under the supervision of the principal, and
that Services will be performed and rendered diligently. Contractor represents
that it has, or shall secure, at its own expense, all personnel required to perform
Contractor's Services under this Agreement, but at all times shall be responsible
for the Services bf such personnel. Contractor may not employ any
subcontractor without the prior written approval of the City.
Indemnity Process
5.23. The City shall notify Contractor in writing of any suits, claims or demands
covered by any indemnity contained in this Agreement. Promptly after receipt of
such notice, Contractor shall assume the defense of such claim with counsel
reasonablely satisfactory to City. If Contractor fails, within a reasonable time
after receipt of such notice, to assume the defense with counsel reasonably
satisfactory to City, or if, in the reasonable judgment of City, a direct or indirect
conflict of interest exists between the parties with respect to the claim, or if in the
sole judgement of City the assumption and conduct of the defense by Contractor
would materially and adversely affect City in any manner or prejudice its ability to
conduct a successful defense, then the City shall have the right to undertake the
defense, compromise and settlement of such claim for the account and at the
expense of Contractor. Notwithstanding the above, if the City in its sole
discretion so elects, City may also participate in the defense of such actions by
employing counsel at its expense, without waiving the Contractor's obligations to
indemnify or defend. Contractor shall not settle or compromise any claim or
consent to the entry of any judgment without the prior written consent of the City
and without an unconditional release of all liability by each claimant or plaintiff to
the City.
Treatment of Confidential and Proprietary Information
5.24. For ten (10) years after the effective date of this Agreement, Contractor shall
refrain from using any Confidential or Proprietary Information except in
connection with the Work or from disclosing it to any third party other than to
employees of Contractor who require it in performance of the Work and except to
such other third persons as City may authorize in writing. If disclosure to such an
employee or to other third persons is so authorized, Contractor shall enter into
with said party a confidentiality agreement containing provisions with respect to
use and disclosure of Proprietary Information substantially the same as those
'contained in this Agreement.
5.25. Contractor shall take reasonable precautions to safeguard any documents
containing Proprietary Information which City may supply to Contractor
Page 12 of 19
hereunder. Contractor may copy, in whole or part, such documents to the extent
necessary for the performance of the Work, and Contractor shall return to City
upon the completion of the Work or request by City all such documents and
copies.
5.26. Exceptas expressly permitted by prior written consent of the City, Contractor
and/or its subcontractors shall not disclose, permit the disclosure of, release,
disseminate, or transfer, whether orally or by any other means, any part of such
Confidential Information to any other person or entity. Contractor and/or its
subcontractors shall return any written Confidential Information and all copies
made of such items to the City upon the City's written request, but in any event
not later than the date that Contractor has performed all Work to be performed
pursuant to this Agreement. Contractor hereby agrees that such Confident~al
Information and any documents provided may be used by Contractor and/or its
subcontractors only as authorized by the City. Contractor shall include a
provision in its agreements with subcontractors that binds the subcontractors to
this non-disclosure requirement.
5.27. All reports, plans, data, studies, maps, drawings, models, photographs,
documents and other writings prepared by and for Contractor, its officers,
employees, agents and subcontractors in the course of implementing this
Agreement, with the exception of working notes, internal documents and
Confidential Information provided by businesses located in City, shall be
considered the property of City. Contractor shall deliver such documents and
materials to the City as they are generated; however, Contractor may take and
retain copies of said documents and materials that are not Confidential
Information, as desired.
5.28. All reports, information, data and exhibits prepared or assembled by Contractor
in connection with the performance of its Services pursuant to this Agreement
are confidential until released by the City to the public and Contractor agrees that
such documents shall not be available to any individual or organization without
the written consent of the City prior to such release.
5.29. No reports, maps, or other documents produced in whole or in part under this
Agreement shall be the subject of an application for copyright by or on behalf of
Contractor.
Compliance with Authority
5.30. Contractor shall comply with all laws, regulations, executive orders and other
applicable requirements of any governmental agencies having jurisdiction
including the Fair labor Standards Act, the Occupational Safety and Health Act
and all those relating in any way to employment practices and protection of the
environment. Contractor shall not discriminate against any employee or any
Page 13 of 19
applicant for employment for reasons of race, color, creed, religion, sex, sexual
preference, age or national origin.
5.31. Contractor shall make timely payment of all employment taxes and of all social
security and other contributions of every kind required to be made with respect to
or measured by the wages and salaries of persons employed by Contractor.
5.32. Contractor shall indemnify City against, and hold City harmless from, any liability
or loss including-liability or loss from fines or penalties arising out of Contractor's
failure to perform the obligations imposed upon it by Section 5.30 and 5.31 of the
Agreement.
Progress Reports
5.33. Contractor shall meet with City staff, upon City's request, or as needed, in order
to provide reports or information concerning the Services being performed by
Contractor under this Agreement.
Contractor's License Classification
5.34. Contractor shall possess a valid Class A General Engineering Contractor's
license for the duration of this Agreement.
SECTION 6. TERMINATION OF AGREEMENT
6.01. Unless otherwise terminated as provided in this Section or unless otherwise
extended according to the terms and conditions set forth in this Agreement, this
Agreement will continue in effect for a period of one (1) year after the effective
date of this Agreement.
Non-Default Termination
6.02. City, at its sole discretion, may terminate this Agreement upon thirty (30) days
written notice to Contractor and such termination shall be effective in the manner
specified in such notice and shall be without prejudice to any claim that either
party may have against the other. During the thirty (30) day period after such
notice is sent, the parties shall continue to act toward each other in good faith.
6.03. In the event of any such termination, in full and complete settlement for the
termination of the Work, City shall pay Contractor for those Services performed
prior to the date of delivery of the termination notice, plus compensation for (i)
necessary Work performed during the notice period and authorized in the
termination notice, and (ii) all costs reasonably and necessarily incurred by
Contractor directly attributable to termination which could not reasonably have
Page 14 of 19
been avoided and for which Contractor is not otherwise compensated that are
incurred through the date of termination and effectuating the termination
("Termination Expenses"). Termination Expenses shall not include lost profits,
lost opportunities, consequential damages, or the like. In no event shall total
payment exceed the Contract Price.
Termination on Occurrence of Stated Events
6.04. This Agreement will terminate automatically on the occurrence of any of the
following events:
A. Bankruptcy or insolvency of either party; or
B. Sale of the Contractor; or
C. Assignment of this Agreement by Contractor without City's written
consent.
Termination for Default
6.05. If Contractor defaults in the performance of this Agreement or materially
breaches any of its provisions, City may immediately terminate this Agreement
by giving written notification to Contractor indicating the effective date of such
termination. Termination will take effect immediately upon the date specified in
the notification. For the purposes of this paragraph, material breach of this
Agreement includes, but is not limited to, the following:
A. Contractor's failure to perform, in a manner satisfactory to the City
in its sole discretion, the Services specified in Section 3 of this
Agreement; or
B. Contractor's material breach of any obligation or provision
contained in Section 5 of this Agreement.
6.06. The waiver by either party of a breach or default by the other party shall not be
deemed a waiver of any different or later breach; nor shall any delay or omission
by either party to exercise any right it may have hereunder operate as a waiver of
any breach or default of such a right. The failure of either party to this
Agreement to exercise any of its rights under this Agreement does not constitute
a breach thereof and shall not be deemed to be a waiver of such rights or a
waiver of any subsequent breach.
6.07. In the event of any termination of this Agreement or reduction in the scope of the
Work, Contractor shall not be entitled to damages for loss of profits for the
unexecuted portion of the Work or any other damages because of such
Page 15 of 19
termination or reduction.
SECTION 7. GENERAL PROVISIONS
Notices
7.01. All notices, approvals, consents and other communications between the parties
shall be in writing, and shall be sent by fax or by certified mail (return receipt
requested) to the respective addresses set forth below, or at such other address
as may be furnished by either party to the other in writing. Faxed notices,
confirmed by copy thereof, shall be deemed communicated as of the day the
facsimile was sent. Mailed notices will be deemed communicated as of the day
of receipt or the third (3rd) day after mailing, whichever occurs first.
Contractor - General Pump
Company
Attn: Geoffrey A. Bates
Project Manager
1589 North Acacia Street
San Dimas, CA 91773
City - City of Vernon, California
Attn: Bruce V. Malkenhorst, City
. Administrator/City Clerk
4305 Santa Fe Avenue
Vernon, CA 90058
Fax: 909-599-6238
Telephone: 909-599-9606
Fax: 323-826-1438
Telephone: 323-583-8811 ext 260
Entire Agreement of the Parties
7.02. This Agreement supercedes any and all agreements, either oral or written,
between the parties with respect to the rendering of Services by Contractor for
City and contains all of the representations, covenants, and agreements between
the parties with respect to the subject matter of this Agreement and the rendering
of those Services. Each party to this Agreement acknowledges that no
representations, inducements, promises, or agreements, orally or otherwise,
have been made by any party, or anyone acting on behalf of any party, which are
not contained in this Agreement, and that no other agreement, statement, or
promise not contained in this Agreement or a subsequent amendment or change
order shall be valid or binding. No amendment or change in the provisions of this
Agreement shall be made, except in a formal written amendment signed by
Contractor and an authorized representative of the City, or in a written change
order. Contractor expressly waives all claims for compensation based upon
quantum merit, implied contract or oral contract. Each party represents and
warrants that it has read and fully familiarized itself with this Agreement, and that
such party has been fully authorized to sign this Agreement.
Page 16 of 19
7.03. This Agreement shall be comprised of these included provisions, together with
Exhibits A, Band C, which are all attached. In the event of conflict between this
Agreement and any of the exhibits, including the Proposal, this Agreement shall
prevail.
Partial Invalidity
7.04. If any provision of this Agreement is held by a court of competent jurisdiction to
be invalid, void, or unenforceable, the remaining provisions will continue in full
force and effect without being impaired or invalidated in any way.
Law and Arbitration
7.05. All disputes arising out of or related to this Agreement, the conduct of either party
in connection with this Agreement, and the relationship and rights of the parties
in connection with this Agreement, whether characterized as breach of contract,
tort, or otherwise (except for those requesting injunctive relief) shall be
determined by binding arbitration in accordance with the terms of this Section.
The submittal of all matters to arbitration in accordance with the terms of this
Section is the sole and exclusive method, means and procedure to resolve any
and all claims, disputes or disagreements arising under this Agreement, except
for claims by either party which seek injunctive relief, which claims shall be
resolved by suit filed in the Superior Court of Los Angeles County, California, the
decision of which court shall be subject to appeal pursuant to applicable law.
The parties hereby irrevocably waive any and all rights to the contrary and shall
at all times conduct themselves in accordance with the terms of this Section,
relying on arbitration as the sole means of resolution of disputes. Arbitration of
all matters required to be arbitrated hereunder shall take place before a panel of
three retired judges of the Superior Court of the State of California (the
"Arbitrators") under the auspices of Judicial Arbitration & Mediation Services, Inc.
("JAMS"). Such arbitration shall be initiated by the parties, or either of them,
within ten (10) calendar days after either party sends notice of a demand to
arbitrate (the "Arbitration Notice") to the other party and to JAMS. The Arbitration
Notice shall contain a description of the subject matter of the arbitration, the
dispute with respect thereto, the amount involved, if any, and the remedy or
determination sought. Each party shall select a retired judge from the JAMS
panel, and the two selected judges shall mutually agree on the third retired judge
from the JAMS panel. If one of the parties does not select a retired judge from
the JAMS panel within fourteen (14) calendar days after receipt of the Arbitration
Notice, JAMS will select the second judge, and the judge selected by JAMS and
the judge selected by the other party will select the third judge for the panel. The
third judge is to be selected within ten (10) calendar days following the selection
of the first two judges. The three judges will together serve as the Arbitrators.
The arbitration shall be conducted in Los Angeles, California. Any party may be
represented by counsel and/or other authorized representative. In rendering a
Page 17 of 19
decision(s), the Arbitrators shall determine the rights and obligations of the
parties according to .the substantive and procedural laws of the State of California
and the terms of this Agreement. The decision of the Arbitrators shall be based
on the evidence introduced at the hearing and accompanied by a written
statement of decision as to each of the principal controverted issues. The
agreement of two of the three Arbitrators as to the resolution of the dispute shall
be a conclusive resolution. The Arbitrators shall deliver the written decision to
the parties within thirty (30) calendar days following the date of the selection of
the last of the Arbitrators. The decision shall be conclusive and binding, and it
'may thereafter be confirmed as a judgment by the Superior Court of the State of
California. subject only to challenge on the grounds seUorth in the California
Code of Civil Procedure Section 1286.2. The validity and enforceability of the
decision of the Arbitrators is to be determined exclusively by the California
courts. '
Attorney's Fees
7.06. In the event a dispute, claim or litigation arises regarding this Agreement, the
prevailing party shall be entitled to reimbursement for reasonable attorneys' fees
and actual costs, which may be set by the arbitrators or the court in the same
action or in a separate action brought for that purpose, in addition to any other
relief which is obtained.
7.07. Neither party shall be considered in default in any of its obligations under this
Agreement when a failure of performance shall be due to an uncontrollable force.
The term "uncontrollable force" shall mean any cause beyond the control of the
party affected, including, but not restricted to, flood, earthquake, storm, fire,
lightning, epidemic, war, riot, civil disturbance or disobedience, federal, state, or
municipal action, statute, ordinance, or regulation, embargoes of the United
States Government or any other government, which by exercise of due diligence
such party could not reasonably have been expected to avoid and by exercise of
due diligence has been unable to overcome. Either party rendered unable to
fulfill any of its obligations under this Agreement by reason of an uncontrollable
force shall give written notice within five (5) business days of such fact to the
other party and shall exercise due diligence to remove such inability with all
reasonable dispatch.
7.08. Except as may otherwise be specifically provided herein, this Agreement may be
modified or amended only by a written document executed by both Contractor
and the City and approved as to form by the City Attorney.
7.09. The captions used in this Agreement are for convenience only and shall in no
way define, limit or describe the scope or intent of the Agreement or any part
thereof.
Page 18 of 19
7.10. City reserves the right to award similar contracts to multiple contractors to ensure
the City has adequate services.
IN WITNESS WHEREOF, the parties have executed the Agreement on the dates
shown below.
Executed at
, California, on
City:
City of Vernon
~~/'
/'N . Leonis C. Ma urg, Ma r
Date: 0-0-00
ATTEST:
~~~
,Bruce V. Malkenhorst, City CI~
APPROVED AS TO FORM:
E~~c1&~eY
Contractor:
General Pump Company, Inc.
~,:;::~p
'Title: _~_
Date: t.( --5 -- c::'J
i~~::~4t2
Date: q- >-oS-
Page 19 of 19
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REQUEST FOR PROPOSAL
SUBMIlTED TO:
CITY OF VERNON
4305 SANTE FE AVENUE
VERNON, CALIFORNIA 90058
. . .
IIIl1n W . !!!!Ill I ..
SUBMl'IWI'ED BY:
GENERAL PUMP COMPANY, INC.
1589 NORTH ACACIA STREET
SAN DIMAS, CALIFORNIA 91773
DATED NOVEMBER 16, 2004
(~
OCTOBER 2004
Request for Proposal
ual Contract - Fiscal Year 2004 - 20~
The City of V erno is requesting quotations for the removal, repair, and reinstallation of
the City's well an booster motor pumps. The City has provided each vendor with an
itemized list of v , 'ous tasks needed to facilitate these repairs. Upon review, vendors are
asked to provide cost estimates for these items outlined on the following page.
The City will be a; arding an annual contract to the vendor who best meets the
requirements ofth City Water Department. .
Insurance - Befo'f the contract is awarded, the City of V emon requires the contractor to
provide proof of' ance, including a standard certificate of insurance, in at least the
amounts and cov age indicated on the insurance schedule. In addition to the standard
certificate of in cc) proof of genenil and umbrella liability coverage shall also be
furnished in the fo indicated on the attached insurance schedule.
Bid Submittal- bids are to be received in two separate sealed envelopes. Envelope
one should be cle ly marked: Bids for Cost Comparisons. Envelope two should be
cle~ly marked: ntractor Qualifications. The contract will be awarded based on a
combination of co t and qualification factors. The submittal of any incomplete forms will
automatically di 'fy the bidder from the bid process.
Bid Deadline - AI bids must be deliv~ed to the City of Vernon Water Department by
2:00 P.M. on Tuesday, November 2, 2004.
Contact Person - The contact person for this repair is Scott Rigg who can be reached at
(323) 583-8811 Monday through Thursday between 7:00 A.M. and 5:30 P.M.
BID ITEMS:
ITEM 1:
ITEM 2:
ITEM 3:
ITEM 4:
ITEM 5:
ITEM 6:
-
f
Mobilization - Mobilize and demobilize pump rig for the installation or
removal of well pumping equipment
Each: A, *' 0 E::.
Removal - Remove Pumping equipment for oil lubricated vertical turbine
well including motor, discharge head, column pipe, line shaft assembly,
pump assembly, suction pipe, shaft assembly, suction pipe and strainer.
Pump depths may vary between 300-feet and 475-feet.
t!)O
Total Cost: ~, 1""-
Removal - Remove vertical turbine booster pump equipment including
motor, discharge head, column pipe, shaft assembly andpump assembly.
Pump depths may be at approximately 5-feet to 4O-feet
o eJO
Total Cost: 000-
Service Crane - Furnish service crane for the installation and removal of
booster pump equipment.
Total Cost: 50()~
Horizontal Booster Pump - Disassemble horizontal booster pump and
inspect for wear and damage. City crews will remove and deliver pump to
con1ractor's repair facilities and pickup upon completion of repairs.
6" Horizontal Booster Pump Cost Per Unit: 4t){)!!L
8" Horizontal Booster Pump Cost Per Unit: '4()()~
Horizontal Booster Pump, Split Case - Disassemble booster pump, split
case, and inspect for wear and damage. City crews will remove and deliver
pump to contractor's repair facilities and pickup upon completion of
reparrs.
6" Horizontal Booster Pump, Split Case:
Cost Per Unit: #f)() ~
Cost Per Unit: .It\? ~
8" Horizontal Booster Pump, Split Case:
F:lScottlMy DocumentslAnnuaJ ContracIIWell I llAnnual Contract 2004 Pumps.doc
2
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ITEM 7:
ITEM 8:
ITEM 9:
ITEM 10:
ITEM 11:
ITEM 12:
Removal- Remove pumping equipment for submersible well including
discharge head, column pipe, pump assembly, electrical cable and motor.
Pump depths may vary between 300-feet and 475-feet.
Cost Per Foot: 4!:.!
Cable Replacement - Furnish new electrical cable and necessary fittings
for submersible well with 200 H.P. motor. Pump depths r:mge from 370-
feet to 400-feet. Complete in place. ./ 5"0
Cost Per Foot: ~3-
Column Pipe - Furnish and install new steel column pipe.
10-inch x 20-foot Lengths:
Cost Per Unit: ~O~
Cost Per Unit: 9~5 ~
12-inch x 20-foot Lengths:
Installation - Install pumping equipment for oil lubricated vertical turbine
well including motor, discharge h~ column pipe, line shaft assembly,
. pump assembly, suction pipe and strainer. In addition, stretch shaft, check
rotation and test pump operation. City crews will assist in wiring and
energizing motor. Comp~ete in place.
(J4'
Total Cost: ~. I b() -
Installation - Install vertical turbine booster pump equipment including
motor, discharge head, column pipe, shaft assembly and pump assembly.
Pump depth may be at approximately 5-feet to 4O-feet. In addition, stretch
shaft, check rotation and test pump operation. City, crews will assist in
wiring and energizing motor. Complete in place. .
Total Cost: /,s#J~
Installation - Install pumping equipment for submersible well including
discharge head, column pipe, pump assembly, electrical cable and motor.
Total Cost: :(, 9<<Jt:!
F:\ScottlMy DocumentslAnnual ContractlWell J J \Annual Contract 2004 pumps.doc .
3
ITEM 13:
ITEM 14:
ITEM 15:
ITEM 16:
ITEM 17:
ITEM 18:
"e:I.... y", _..LV
oJ"--.
(
Line Shaft Assembly - Replacement parts cost for oil lubricated line shaft
assembly. Complete in place.
Line Shaft Bearings:
Cost Per Unit: 4/ e
Cost Per Unit: s/)~
Cost Per Unit: 74~
Line Shaft Enclosing Tube:
. Stainless Steel Line Shaft:
1045 Carbon Steel Line Shaft:
..., till
Cost Per Unit: ~'10-
Line Shaft Assembly Replacement - Furnish and assemble new oil
lubricated line shaft assembly including 1045 carbon steel line shaft, line
shaft enclosing tube, line shaft bearings and tube stabilize:rs. During
assembly, file off all wrench marks and wrap ends. Pump depths may vary
between 300-feet and 475-feet. Complete in place. 0
Cost Per Foot: 8" ~
Pump Assembly - Disassemble and clean pump assembly for damage
assessment and inspection by a City inspector. Each section of line shaft,
line shaft tube and line shaft bearings shall be disassembled and inspected
for wear and damage.
. .I~o
Cost Per Foot: 't. --
Pump Assembly - Reassemble existing line shaft,'line shaft tubing and
line shaft bearings. Machine the face of all tubes flat and true, balance and
straighten all line shafts, file off wrench marks, and wrap eIids.
1710
Cost Per Foot: 7';'--
Suction Pipe Replacement - Furnish and install new 100inch x 10-foot
long suction pipe.
Cost Per Unit: {, q f!!..
Galvanized Cone Strainer - Furnish and install new galvanized cone
strainer
~ ,,0
Total Cost: () ~
F:\ScottIMy Documents\A.nnual ContractlWell J JlA.nnual Contract 2004 Pumps. doc
4
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ITEM 19:
ITEM 20:
ITEM 21:
ITEM 22:
ITEM 23:
ITEM 24:
ITEM 25:
(1 .
,,",uJUJ.U.un 1. J. J. ..J.l~.1" ~ va.:......
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Top Tube Assembly - Furnish and install new top shaft and top shaft
enclosing and recondition existing tube stretch assembly. Complete in
place. .
Cost Per Unit: c:l90~
~VU"Y.L,,",
Transport ...;. Transport well pumping equipment including discharge head,
column pipe, shaft/tube assembly, pump assembly, suction pipe and
strainer from well site to contractors shop and from shop back to well site.
Pump lengths may vary between 300-feet and 475-feet.
Total Cost: ~~
Transport - Transport booster pump equipment including discharge head,
column pipe, and pump assembly from booster plant to contractor shop
and from shop back to booster plant. Pump lengths are approximately 5-
feet to 40- feet.
Total Cost: -1S/)!!2..
Video Inspection - Perform video inspection of entire well casing a:nd
furnish complete inspection report and video. Well depths range from
1,300-feet to 1,600-feet.
Total Cost: q61)~
Bailing and Removal- Bail approximately 1 OO-feetof sediment from well
bottom. All materials bailed from well shall be removed from well site and
properly disposed of. Contractor will be required to follow N.PD.E.S.
standards.
Per Gallon Cost: 3.~
Wirebrush- Wirebrush all perforated zones of well casing. Perforated
zones typica11yrange from 510-feet to 1,600-feet
6"0
Cost Per Foot: 3. ~
Airlifting - Remove sediment and debris by means of airlifting.
./ ~C1
Each: g.~ ~O-
.
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ITEM 26:
ITEM 27:
ITEM 28:
ITEM 29:
...;
ITEM 30:
ITEM 31:
Install TestPump: Furnish, install and remove test pump equipment
capable of producing 3,000 GPM at 500-feet TOR to redevelop well to
maximum production, and inc1udC? a deep suction pipe to maximize the
redevelopment process.
Total Cost: /~eflw~
Redevelop - Redevelop well with test pump.
" ()O
Cost Per Hour: t?l~
Discharge Piping - Furnish, install and remove temporary discharge
piping for well redevelopment and/or flushing.
. Cost Per Foot: asE!'-
Sonar Jet-Sonar Jet all perforated zones of well casing. Perforated zones
typically range from 510-feet to 1,600-feet
. .3D
Cost Per Foot: 3.---
Casing Repair - Swedge liner into well casing to repair miscellaneous .
holes or damaged areas. A typical liner will be approximately 5-feet to 10-
feet long. Complete in place.
12" Liner:
14" Liner:
16" Liner:
18" Liner:
Per Unit Cost: .J, SdO
Per Unit Cost: :J$~o
Per Unit Cost: ';;'5",;10
Per Unit Cost: c1,~o
Sounding Tube - Furnish and install 1 " PVC schedule 80 sounding tube
with flush joint connections. Sounding tube shall be strapped to column
pipe using %-inch sta:inless steel bandit & buckle during pump installation
and come up through the base of the discharge head. Complete in place.
Cost Per Foot: ;;. f!!-
F:lScottlMy DocumentslAnnual Contract\Well11lAnnual Contract 2004 Pumps.doc
6
ITEM 32:
ITEM 33:
ITEM 34:
ITEM 35:
I
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Air-Line - Furnish and install W' Stainless Steel air-line (I-piece type)
with stainless.steel fitting, calibrated level indicator gauge and mounting
bracket. Air-line shall be strapped to column pipe using %-inch stainless
steel bandit & buckle during pump installation and come up through the
base of the discharge head. Complete in place.
Cost Per Foot:.:I:/:!..
Lubricating Oil Removal.,.. Remove and dispose of all lubricating oil from
well. All material removed from well shall be removed from well site and
properly disposed of. Contractor will be required to follow N.P .D.E.S.
standards.
DO
Total Cost: ~
Repair Recommendations - Prepare a detailed report outlining repair
recommendations and materials needed to restore the well to meet
intended operating requirements
Each: ~
Disinfection - Inject chlorine solution into well casing and hold residual in
all parts of well above 250 ppm for a minimum of 48 hours. Chlorine shall
be neutJ;alized before discharging to drain. Contractor will be required to
prepare and follow a N.P .D.E.S. workp1an in accordance with appropriate
standards. .
Total Cost:CJsa ~
. The estimated quantities are for cost comparisons only. The City will only be
responsible for the actual materials installed and labor time spent based on the per
unit prices.
F:\ScottlMy DocumentslAnnual ContTactlWelllllAnnual Contract 2004 Pumps.doc
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Well 11:
Make:
Serial Number.
Bowls:
Column:
Tubing:
Shafting:
Suction:
Overall Length:
Airline:
Pump Bowls:
Well Depth:
Well 12:
Make:
Serial Number:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Overall Length:
Airline:
Bowl Depth:
. Well Depth:
Well 14:
Make:
Serial Number:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Strainer:
Overall Length:
Airline:
Bowl Depth:
Well Depth:
WELL AND BOOSTER PUMP SPECIFICATIONS
Layne & Bowler
V75 - 70614
RH
12" Standard Butt
3 1/2"
27/16"
12" - 20'
471'
425'
440'
'1,343'
A.a. Smith
7351795
D.K..L. -15 - T, 8 Stage, 14" Length
8" Standard Butt
3~"
2 y.."
12" - 20'
420'
420'
470'
1,588'
Layne & Bowler
29640
13 Cm, 8 Stage, LengthI0'9-~"
12" Standard Butt
3"
1-15/16"
12" - 20'
3' - 2-112"
390'
362'
420'
1,302'
F:\ScottIMy DocumentslAnnual ContractlWell J JlAnnual Contract 2004 Pumps.doc
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Well 15:
Make:
Serial Number:
Type:
Bowls:
Column:
Tubing:
Shafting:
Suction:
Strainer:
Overall Length:
Airline:
Bowl Depth.:
Well Depth:
Well 16:
Make:
Serial Number:
Bowl Assembly:
RPM:
Volts:
AMPS:
.Airline:
Bowl Depth:
Well Depth:
Well 17:
Make:
. Serial Number:
Bowls:
Column:
Tubing:
Shaft:
Suction:
Bowl Depth:
Well Depth:
vVJWJ1yn 1. ~.1 ..:J.n.n.,.1. vn~
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JobnsonVertica! Turbine
JZ3981.
14BC
Cast Iron U.T. Impellers, 5 stage Length
12" - 20' Standard Butt Joints
2-112" x 6'8" In 20' Lengths
1-11/16"
10" x 20'
30"
357'
345'
400'
1,550t
Byron Jackso~ Silbmersible
701 -'- LO - 292
14 CGL, 4 Stage
1,770 .
460 (Cable Size: 300 MCM, 600 Volts 350')
240
369'
NA
1,520'
Layne & Bowler
23547
14 R4, 10 Stages
347',34 x 10' -12"
3-112"
2-3/16"
12" ~ 20' Standard Butt
440'
1,550'
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Well 18:
Make:
Serial Number:
Casing Size:
Bowl Depth:
Column:
Airline:
Cable:
Bowl Depth:
Well Depth:
We1119:
. Make:
Serial Number:
Tube:
Shaft:
Suction:
Bowl Depth:
Well Depth:
Bowl Depth:
Well Depth:
Well 20:
Make:
Tube:
. Shaft:
Depth:
Bowl:
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Byron Jackson, Submersible
346119
16"
400', 96 - WR - 0028
10" - 20'
410', y."
300 MCM, with Sub-Cable, 405'
400'
1,443'
Layne & Bowler
16511
3-112"
2-3/16"
12"
NA
1,660'
300'
1,620'
Layne & Bowler
3-1/2"
2-3/16"
1,620'
14 RM, 12 Stage
Booster Plant I - Booster Pump I:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D-16288
1,770
800
lOR
F: \ScouIMy Documents\AnnULll ContractlWelll J \Annual Contrtu:( 2004 Pumps.doc
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Booster Plant I - Booster Pump 2:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-Iine
D-16289
1,770
1,350
12R
Booster Plant I - Booster Pumo 3:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-line
D16290
1,770
. 2,100
16EH
Booster Plant I - Booster Pumo 4:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler
. D16291A
1,775
3,150
16KH
Booster Plant I - Booster Pump 5:
Make:
Serial Number:
RPM:
GPM:
Model:
Layne & Bowler, Verti-Iine
D1629B
1,775
3,150
16KH
Booster Plant 2 - Booster Pum'D I:
Make:
Serial Number:
Type:
Application:
AD. Smith
7351793
Vertical Turbine, 12" DKH 3 Stage
1,100 GPM @60lbs
Booster Plant 2 - Booster Pump 2:
Make:
Serial Number:
Type:
Application:
A.O. Smith
7351793
Verti-line Turbine, 12" DKH, 3 Stage
1; 100 GPM @ 60 lbs
F:\Scott'tMy DocumentslAnnual ContractlWell J llAnnual Contract 2004 Pumps. doc
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Booster Plant 2 - Booster Pump 3:
Make:
Serial Number:
Type:
Application:
A.a. Smith
7351794
Vertical Turbine, 14" DKH, 4 Stage
2,900 GPM @ 70 Ibs
Booster Plant 2 - Booster Pum1> 4:
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
339812
8" 5814E, Stage - Double Suction Centrifilgal
1,500 GPM @ 60 Ibs
Booster Plant 2 ~ BOO'ster Pum1> . 5:
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
500949
(/' 5814E, Stage - Double Suction Centrifugal
2,000 GPM @ 60 lbs
Booster Plant 2 - Booster pnmp 6:
Make:
Serial Number:
Type:
Application:
Fairbanks Morse
500941 - 503251
8" 5814E, Double Suction Centrifugal
2,800 GPM @ 100 lbs
Booster Plant 3 - Booster Pump 1:
Make:
Serial Number:
Type:
Application:
A.a. Smith
7351793
Vertical Turbine, 12" DKH, 3 Stage
1,100 GPM @ 60 Ibs
Booster Plant 3 - Booster Pump 2:
Make:
Serial Number:
Type:
Application:
A.a. Smith
7351793
Vertical Turbine, 12" DKH, 3 Stage
1,100 GPM@601bs
F:\ScottlMy DocumentslAnrrual ContractlWeIlIIlAnnual ContrQf:t 2004 Pumps.doc .
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, Booster Plant 3 - Booster Pump 3:
Make:
Serial Number:
Type:
Application:
Smithway
7351794
Vertical Turbine, 14"DKH, 4 Stage
2,900 GPM @ 70 Ibs
Booster Plant 3 - Booster Pump 4:
Make:
Serial Number:
Type:
Application:
U.S. Pump
339812
Verti Booster, 3 Stage
1,800 GPM
, Booster Plant 3- Booster PumP 5:
Make:
Serial Number:
Type:
U.S. Pump
NA
Verti Booster, 3 Stage
. Washington Underpass - PumP 1:
Serial Number:
K209915
Washin2ton Underpass - Pump 2:
Serial Number:
K209915
Downev Underoass - Pump 1:
Make:
Model:
Fairbanks Morse
6715
Downey Underpass - Pumn 2:
Make:
Model:
Fairbanks Morse
6715
F:l&:ottlMy DocumentslA./I1Jual eontractlWelll1\Annual Contract 2004 Pumps.doc
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ClOIIMRY
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159 N. ACACIA ST.' SAN DIMAS. CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
UC.1496765
CITY OF VERNON
ANNUAL CONTRACT - FISCAL YEAR 2004 - 2005
BID PROPOSAL ATTACHMENT
Bid Opening Nov~mber 15,2004 at 2:00 p.m. PST
GENERAL PUMP COMPANY, INC.
Bm PROPOSAL ASSUMPTIONS
..,
General Pump Company, IDe. (GPC) provides these basic assumptions to the City ofVemon (City) as
part of our bid submitted GPC assumptions are used to assist in determining how GPC's bid items were
derived and to assist the City and GPC with a basic understanding of how the work is to be billed. If
during the selection process or if GPC were selected to assist the City with this Annual Contract, GPC,
would appreciate the opportunity to talk with the City and to review our basic charges provided herein.
Items 1 through 7
These items exclude the cost of materials and ancillary equipment and the repairs of that equipment.
Item 4
Assumes to add a cmne to Item 3. If Items 3 and 11 require a cmne, rather than an A-frame, to remove
the booster equipment, than GPC would assume that this item would be added.
Item 8 and 9
Includes furnishing equipment, but excludes the actual installation and appropriate sales tax. of the
equipment. GPC assumes that the installation of equipment is covered under bid Items 10 through 12.
Based on the increasing price of metal products, GPC reserves the right to re-evaluate these prices over
time and to provide the City with sufficient information to evaluate those changes in material charges.
Based on the recent rises in metal product costs, GPC would assume that those costs would not increase
more than 5-percent over the duration of this contract.
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Items 10 through 12
Includes labOr and equipment, excludes actual materials and products associated with proper equipment
installation.
Item 13 and 14
GPC has assumed 1-11116 by 2-1/2 inch shaft and tube, and Goulds type bearings for these bid items.
Based on the increasing' price of metal products, GPC reserves the right to re-evaluate these prices over
time and to provide the City with sufficient information to evaluate those changes in material charges.
Based on the recent rises in metal product costs, GPC would assume that those costs would. not increase
more than 5-percent over the duration of this contract.
Item 15 and 16
GPC has assumed a 300-foot section of pump string, but excludes actual repairs of the equipment.
, .
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Annual Contract - Fiscal Year 2004 - 2005
Bid Opening: November 16, 2004
Page 2
Item 19
GPC has assumed 1-11/16 by 2-1/2 inch shaft and tube, and Goulds type bearings for these bid items.
Item 22
Includes two (2) VHS and one (1) DVD copy of the survey and two (2) video reports.
Item 23
This item is bid as a per gallon cost. Bailed material nonnal1y consists of a mixture of water and material;
the majority being material, Based on this, GPC assumes the charge to include the amount of material
and fluid removed from the well.
-,
Item 24
Assumes 1,OOO-feet of perforations, one day of brushing and one tight fitting wire brush at the start of the
work. Realistically, more effective brushing would include between 2 and 3 days and up to three brushes
may be necessary to effectively clean a well casing of that length.
Item 25
Assumes I,OOO-foot total well depth and approximately 50-feet of fill material in the well. This would
exclude surface tanks and piping necessary to discharge water to an appropriate location and roll-off bin
to collect and contain the materials.
~
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Item 26 and 27
Excludes surface tanks and piping necessary for this type work.
Item 28
As each well location and discharge requirement is different, GPC may need to adjust these charges to
adequately provide surface tanks and valves to maintain discharge waters in order to meet the City's
NPDES pennit and safe handling of fluids and materials produced from the well.
Item 30
The charge provided is for as-foot swedge patch. For each additional 5-foot section, please add $900.
Welenco utilizing their electric swedge patch will perfonn the swedge patching work.
Item 31
Cost for this equipment is made part of an equipment installation.
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STATEMENT OF QUALIFICATIONS
SUBMIlTED TO:
CITY OF VERNON
4305 SANTE FE AVENUE
VERNON, CALIFORNIA 90058
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SUBMl'rl'ED BY:
GENERAL PUMP COMPANY, INC.
1589 NORTH ACACIA STREET
SAN DIMAS, CALIFORNIA 91773
DATED NOVEMBER 16, 2004
1.-' ,
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f 59 N. ACACIA ST. . SAN DIMAS, CA 9 f 773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWEU & PUMP SERVICE. SINCE 1952
UC. #496765
November 16, 2004
City of V ernon
4305 Santa Fe Avenue
Vernon, CA 90058
Re: Statement of Qualifications
General Pump Company, Ine. is pleased to present this Statement o/Qualifications to City of Vernon
(City) to provide removal, repair, and reinstallation of existing City water production wells and booster
systems. We understand that the City would like to contract a professional well and pump redevelopment
firm for the City's Annual Contract. Based on General Pump Company's experience working with water
utilities and purveyors in California, we understand how important it is to have the ability to effectively
evaluate and implement appropriate well and pump redevelopment work. This ability to accurately develop
cost-effective well and pump redevelopment options and to execute those projects is paramount to the
success of an annual contract and to the operation of the water system. With this in mind General Pump
Company, Ine. is prepared to respond to the City's needs, and to develop a well-by-well evaluation and
maintenance program for the City in an expedient and efficient manner.
We are enthusiastic about this project, and we are confident that Genenil Pump Company, IDe. can
work with and serve the City in an efficient and cost-effective manner. Please feel :free to call us at (909)
599-9606 extension 222, if you wish to discuss further our qualifications.
Sincerely,
GENERAL PuMP COMPANY, INc.
~~~
Michael G. Bodart
Director of Engineering
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City of Vernon
November 16, 2004
Page 1
STATMENT OF QUALIFICATIONS
CAPABILITIES
General Pump Company,Ine. is a Professional Well Redevelopment and Pump Equipment contractor
located in San Dimas, California. The Engineering staff, field support and service crews, and office
support staff are 100010 dedicated to well evaluation and rehabilitation, and pump equipment evaluation
and services.
~
The technical staff at General Pump Company, Inc. has worked in almost every aspect of the well and
pump industries. This diverse experience provided us with unique qualifications to serve our customers
and provide them with solution-oriented approaches to get their system back into operation. Our
engineers and Hydrogeologist have all worked in the drilling and design segment of the water, and/or oil
and gas industries, and many of our shop and support technicians have worked for major pump
manufactures.
~
GeBeral Pump Company, IDe. employs only experienced Engineers, Hydrogeologist and Technical
Field Personnel that can offer the City assistance in the following areas:
. Assess Well Yields to Minimize Operating and Maintenance Costs
. Determine the Efficiency of Wells and Pumps
. Engineered Pump and Well Equipment
· Pump Facility Design and Construction
. Booster Facility Design and Construction
· Pipeline Design and Construction
. Appropriate Mechanical and Chemical Redevelopment
. Periodic Monitor and Maintenance Programs
. Water Quality and Production Solutions
. Well System Optimization
. Engineered Pump Suctions
· Pump and Motor Repair
. Custom Pump Design and Machining
. Electrical, SCADA and Transducer Support
. Casing Repair and Swedging
. Video and Geophysical Logging Support
~
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City of Vernon
November 16,2004
Page 2
General Pump Company, Inc., an Engineering Service Company, is dedicated to supporting the
ongoing needs of the Water Industry, and committed to providing:
. Solution-oriented engineering using problem-solving techniques by degreed Engineers and
Registered Geologists with diverse well system and groundwater experience, and pump
application engineers :from major pump manufacturing companies.
. Full-time machine shop, staffed with experienced personnel capable of building and repairing
standard and custom pump equipment and specialty products.
· Self-contained chemical trailers to include safety support and operational controls.
. Trained and certified operators for periodic monitoring and maintenance programs.
. In-house training facility and training programs for customers and our own personnel.
· Strong project and construction management for any size project.
. Instant communications with cellular radio/phones for all staff, engineering, technical, field and
shop personnel, resulting in better services at a reduced risk and overall cost.
. Modern, safe and reliable equipment with the !b!tt Telescoping Well Rigs in the industry
capable of effective redevelopment of wells in pump houses; and,
SAFETY
Safety is panunount when men and equipment are involved. A good safety record is important along with
adequate insurance and bonding. Geueral Pump Company, Inc. has the best safetyrecorrl in Southern
California for the water well and pump rehabilitation business. Over the past seven years, General Pump
Company,lne. has had minimal loss oftime for work related injuries
ANNUAL CONTRACTS
Award of an Annual Contract is a great honor and to have an Annual Contract renewed year after year is
the greatest complement to a service company. It proves.that the contractor has met or exceeded the
customers' set goals and expectations. General Pump Company, Ine. has been selected by 28 cities in
Southern California to maintain their well and pumping systems. Additionally, General Pnmp
Company, Inc. is the primary contractor or sole-source contractor for 8 private utilities and Water
Districts. Most of these are either multi-year contracts having been renewed several times over.
GlDlBIYI..
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City of Vemon
November 16,2004
Page 3
MACHINE SHOP CAPABILITIES
General Pump Company, Ine. is the only well and pump Service Company in Southern California that
builds 100% of our bowl assemblies. This level of expertise, along with our in-house machines, allows us
to supply or repair with a greater level of knowledge that your pump equipment will be reliable and
efficient
Our repair and fabrication facility maintains the most complete line of lathes, welding and associated
machining tools.
General Pump Company, Ine. has an expansive repair and fabrication facility. This facility has proven
to be invaluable over our 50 years of business, since many pump and motor repairs require a strong
interface between machining, welding and electrical support in order to be completed. We have three
major groups within our repair and fabrication facility that allow us to serve your needs in a variety of
ways:
J
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Fabrication and Machining: Including lathes, milling machines, grinders, balancing machines,
flame welding, gas and electric welding, heli.;arc, etc. We perform welding on steel, aluminum.,
brass, cast iron, resurfacing, and custom work.
We repair all types of pumps by all manufacturers in our facility up to approximately 24-inch
impeller diameter for single and multi-stage Horizontal Pumps and 30-inch diameter for Vertical
Turbine Pumps.
..i
Assembly: 100010 of our bowl assemblies are assembled at our facility. Assembly of pumps
assures the highest quality product, with the assurance that it is built correctly and will meet the
design criteria specified. General Pump Company uses the highest quality parts in each pump to .
include, but not limited to, stainless steel bolling, pump shaft quality (PSQ) bowl and head shaft
shafts, SKF bearings, etc.
Field Services: This service has helped us establish ourselves as well and pump problem solvers
since many operational problems can be traced to poor installation practices. Having the proper
diagnostic equipment and knowing how to use it distinguishes us as "The Leader in Well and
Pump Services".
Precision Ali2nment - We've invested in the latest Precision Alignment technology and
have established a growing list of customers who use us for these services.
Removal. Installation. Mechanical and Startup - We perform field-testing, removal,
installation and machining services to offer a turnkey pump service.
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PUIIP
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CityofVemon
November 16, 2004
Page 4
General Pump Company, Inc, can provide you with high quality workmanship to meet your water
supply needs. Our highly skilled employees can also perform repairs on many types of well. and booster
pumps.
Pump Repair
Machine Shop
Shaft Manufactured
Pumps and Motors
Precision Straightening
Electrical Motors
~
Booster
End Suction
Horizontal
Split Case
Vertical Turbine
Right-Angle Drives
Impeller Rebuildin!!
Balancing
Trimmed
Eyes and Flanges
Mechanical Seals
Re-Machine Seat
High Pressure
High Temperature
Sleeves Made
I
Bronze
Mild Steel
Stainless Steel
Threads and Tapping
Electric Motors
New and Overhauled
Rewound
Balanced
Custom Bases'
Shaft Repaired
Upgrades
...
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EQUIPMENT AND FIELD SERIVCE
General Pump Company, Ine. maintains a full service machine shop, clean and safe rigs and cranes are
a minimum requirement for reliability, quality workmanship and safety. Specialized equipment for
chemical treatments is also important
General Pump Company, Inc. has several trucks fully loaded with essential equipment to handle many
urgent repairs in the field. Our well and pump service crews are always ready and willing to assist your
Water Utility with making a repair to keep your well and booster facilities running. Just let us know and
we will be on the way, ready to provide you with the highest quality service available.
General Pump Company, Ine. has the newest fleet of rigs and equipment in Southern California Below
are the benefits to our customers.
· Reliable work - In water emergencies, it is important that this large equipment is ready to respond
without breakdowns.
. Safety - Our new equipment is not likely to malfunction resulting in major damage or possible
injuries.
· The most up-to-date equipment to assemble the City's pumps.
General Pump Company, Ine. has the only telescoping pump rigs in Southern California
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.GOIIPAIIY
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City of Vemon
November 16, 2004
Page 5
Our newest purchase is our 2003 Grove 40-ton crane. We now have the largest crane in operation as
compared to other Southern California companies that attempt to provide the same General Pump
Company, Ine. Services. This crane allows us to better service the City ofVemon in some of your more
difficult access sites.
General Pump Company, Ine. has chemical treatment equipment with fully operational safety
equipment that includes eyewash and shower, along with other special redevelopment tools, which allow
General Pump Company, Inc. to perform the most cost-effective cleaning to your wells.
PR~CTMANAGEMENT AND TEAM
Geoffrey A. Bates will act as Project Manager. Geoffrey is a Registered Geologist in California and has
performed project management tasks at General Pump Company, Ine. for over two years. Mr. Bates
has also managed projects for many years at a large consulting firm and with a major water utility in
California. Michael BOOart will act as Lead Technical Reviewer, providing senior technical review and
guidance on the project Mathew Hinson, Applications Engineer, will assist in pump and booster
application, evaluation and design. Mr. Bates will be the primaIy General Pump Company, IDe. contact
for the City of V ernon; however, all of the staff will be available for consultation with the City.
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PROFESSIONAL REFENCES
Because of General Pump Company's long history in Southern California (over 50 years), we have
selected five (5) cities as references of similar annual mamtenance projects to reference. As we
descdbed above in our Proposal, General Pump Company, Inc. has been selected by 28 cities in
Southern California to maintain their well and pumping systems. Upon your reques4 we can submit
additional cities or additional information on other annual contracts.
City of Ontario - Carl Dale
Annual Contract
City of Azusa - Steve Seffer
Annual Contract
City of Huntington Beach - Howard Johnson
Annual Contract
City of Westminster - Scott Miller
Annual Contract
City of Santa Monica - Bob Harvey
Annual Contract
909-395-2683
2002 - Present
626-334-0414
1996-Present
714-536-5503
1999 - Present
714-895-2876
1995 - Present
310-826-6712
1979 - Present
Please let us know if you world like contacting names and phoning numbers for other General Pump
Company, Inc. customers or annual contract holders. We can also supply you with a list 'of Engineering
Companies that we consult with and who regularly contract direct with General Pump Company, Inc.
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159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP SERVICE SINCE 1952
uc. '496765
WILLIAM M. TWEED
Academic
Background
Mechanical Engineering, Dean's Honor List (1983) - University of Dayton
Post Graduate Courses, Business and Law - Wayne State University
Post Graduate Courses, Business - Cal State Fullerton
ProCessional
Experience
General Pump Company,loe.
President and CEO
~
Johnston Pump Company, Glendora, California
Director oC Marketing, Parts & Service
1974 -1980
Instrumental in increasing the divisio~s from 7 facilities to 13; and increasing sales from
$11 million to $18 million
Established a Regional Manager Network
Developed an International Sales Force and a Service Facility in Singapore.
Established. a Nuclear Repair Facility in Tennessee
Other positions held during this period include:
General Manager of Canadian Operations
National Manager of PartS and Service
District Manager, Mobile Service Center
West Coast Sales Manager Parts & Service
Sales Engineer
Studebaker Worthington Corporation, Detroit - L.A.
District Engineer
1970-1974
Was responsible for the industrial service pumps, compressors and engines. Was
responsible for sales, assigning, coordinating and solving problems of field service
personnel.
Mosser Construction. Cleveland. Ohio
Proiect Engineer
1968 -1970
. Scheduling and layout of construction projects.
(-.
WATERWELL & PUMP SERVICE SINCE 1952
159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
Lie. 1496765
MICHAEL G. BODART
Academic
Background
Bachelor of Science in Civil Engineering (1983) University of Missouri
Post Gmduate C.E. Courses in Geohydrology, University of Southern California
Certifications
1999-Byron Jackson Training Certificate
1998-Grade 1 & 2 Distribution and Treatment Certificates
1998-Engineering "A" License
1995-Dale Carnegie Course
1995-Mackay Pump Rehabilitation Certificate
1992-Golden State Pump Technical Training Certificate
1990-Completed Graduate C.E. Courses in Geohydrology at U.S.C.
1986-Layne & Bowler Pump School Certification
1986-Baroid I-week Drilling Fluid Technology Course Certification
1985-National Water Works Correspondence Course Certification
j
Professional
Experience
General Pump Company, Ine.
Director of Engineering
1993 -Present
Layne Western
Regional Engineering and Sales Manager (4 offices)
1985 - 1993 .
Federal ffighway Administration
Civil Engineer
1983 -1985
Professional
Presentations Michael G. Bodart (Mike Bodart) is recognized as an expert in the field of pump
engineering and well rehabilitation in southern California. He has been invited to speak
for numerous professional water related associations and conventions.
Has been speaking professionally for more than 14 years and has presented in nationally
known associations such as A WW A., Tri-State, Southern California Water Utility
Association, Inland Water Works Association, Groundwater Resources Association and
Central Coast Water Association.
Mike was part of a six-person panel at Application EngineerlInside Sales Kansas City
to assist in training nationwide engineers in the water well pump business.
(
159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL & PUMP- SERVICE SINCE 1952
GEOFFREY A. BATES, R.G.
UC. #496765
Academic
Background
Bachelor of Science. Geological Science (1993), University of California, Santa Barbara
Graduate classes in Hydrogeology, California State University, Los Angeles
RegisteredGeologist, State of California, License Number 7165
Professional
Experience
General Pump Company, IDe.
Project ManagerlHydrogeologist
2002 - Present
~enSu"e~ngCo~ntion
Director of Logging and ~en Services
1999-2001
j
Dames & Moore CODSUlting
Project Hydrogeologist
1996 - 1999
Southern California ~ater Company
Company Hydrogeologist
1993 - 1996
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Professional
Affiliations
Tri-State Seminar- Groundwater Chairperson (1998 - Present)
American Water Works Association - (1996 - Present)
Central Coast Water Utility Association - Vice President (2000 - 2002)
Groundwater Resources Association - Central Coast Vice-President (1994-1996)
National Groundwater Association, Member (1997 - Present)
Professional
Publications Emergency Planning Guidance Document for Public and Private Water Utilities,
California Office of Emergency Services and American W ater Works Association, March
1999.
Groundwater Manual of Water Supply Practices M-21, American Water Works
Association, 2003 - Contributing Author.
Presentations Over 50 presentations at professional organizations that include: A WW A Cal-Nevada
Section, Tri-State Seminars, and Groundwater Resources Association. Presentation
topics include:
Well Field Design and Development
PC-Based Well Evaluation and Management Program
Geophysical logging and Interpretation
Records Keeping and Well Rehabilitation
Chlorine Dioxide as an Effective Oxidizing Agent in Well Rehabilitation
Well Maintenance and Rehabilitation
Developing Well Records for an Appropriate Well Monitoring and Maintenance Program
Well Evaluation and Planning-A Physical Review
Pump and Motor Evaluation and Planning
.
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159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL &: PUMP SERVICE SINCE 1952
UC. #496765
JAMES M. HINSON
Professional
Experience
General Pump Company, IDe., San Dimas, California
Application Engineer /Project Coordinator
1989 - Present
Assists engineering and customers with pump system engineering, evaluation and
recommendations. Conducts systems analyses, define new and/or replacement hydraulic
requirements, design to procurement of materials, provide customer with job pricing
quotations, schedule crew tasks and man-power on a timely basis.
JohnSton Pump Company, Los Angeles, Service Center, Pomona
Service Techniciablinventory Controller
1987 - 1989
Controller, Vertical Turbine Pump Division - As a Service Techni~ian, performed
numerous duties that included purchasing agent and manager of the Company's service
centers. As Inventory Controller, managed and coordinated equipment and parts
distribution to regional service sites, and for inventory reports on personal computer.
1985 - 1987
Service Technician - Geothermal Services Division. Worked with customers to
determine pump applications, engineering solutions, and to trouble-shoot problems.
Provided 24-hour field services for Western United States and overseas. Defined pre-
assembly requirements, supervised installation and start-up for geothermal downhole
pumps. Recognized as one of the company's "top" men in this field.
1983 - 1985
Inventory Controller and Service Mechanic. Duties required skill in inspection and
assembly of all major makes and models of vertical turbines, mixed and axial flow,
centrifugal and sump pumps. Handled basic shop machinery and operation functions.
Achieved one of the most successful inventories in the Service Center's history in 1984.
1980 - 1981
Parts Coordinator. Logged and recorded incoming shipments, shipped parts to domestic
and international destinations.
1980
Service Mechanic Trainee
Los Angeles Liquid Handling Systems, Gardena, California
Service Mechanic I Field Service Rep~ntative
1982 - 1983
Handled customer relations and all field service.calls for pump distributor. Responsible
for teardown, inspection and analysis of pump equipment; as well as making necessary
repairs. While the company's main emphasis was on Viking alloy pumps, also repaired a
variety of pump types, such as: Gorman-Rupp food processing pumps, Wilden diaphragm
pumps and Liquiflo horizontal pumps.
~
159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL &: PUMP SERVICE SINCE 1952
UC. 1496765
FERNANDO MUNOZ
Academic
Background
Mechanical Engineer Training (1978 - 1980) USC, Los Angeles,Califomia
Professional
Experience
GeneralPump Company. Inc.. San Dimas. California
Production Manager
1985 - Present
Responsible for quality control. ensure pumps are ready for installation, scheduling and
management of shop and field production crews, and day-to-day management of those
Company areas.
PumpTeehnician and Pump Machinist - Disassemble and re-assemble pump,
equipment, equipment evaluation and staff training of pump equipment. Field expertise
in dual indicator alignment as well as pump, bowl, head shafts and column pipes;
horizontal pump specialist; and expert in well chemical treatments and disinfection.
Senior Field Tech - Operates various rigs and 40-ton crane rig, and troubleshoots
various types of pump equipment, well issues and electrical panels.
HU2hes Aircraft. EI Se2:undo. California
1976 - 1985
Prototype Machinist with a Level 3 Security Clearance - Produced parts for space shuttle,
and nuclear submarines as well as McDonnell Douglas jets.
Professional
Qualifications
Grade 2 - Distribution Certificate
Grade 2 - Water Treatment Operator
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159 N. ACACIA ST. . SAN DIMAS, CA 91773
PHONE: (909) 599-9606 . FAX: (909) 599-6238
WATERWELL Be PUMP SERVICE SINCE 1952
September ##, 2004
City of####
1425 South View
####, California 91762
UC. '496765
Proprietary and Confidential Information
Attn: ## - Project Manager
Re: Pump Equipment Recommendations
City Well No. ##
GPC Job No. ####
Dear ##;
General Pump Company (GPC) is pleased to submit this proposal to the City of #### (City) for the
repair of City's Well No. ## pump equipment. Our proposal is based on using the City's existing 400 Hp,
1180 RPM motor and pump head.
PUMP EQUIPMENT REVIEW
GPC, inspected the City's pump equipment for this well. The City's motor was delivered to Delta
Electric Motor for inspection and repair in accordance with City instructions. Our inspection of the pump
equipment revealed the following findings and recommendations:
Head Assembly
Pump Head
Enclosing Tubes
Line Shafts
Shaft Couplings
Screw Bearings
Column Pipe
Spiders
Bowl Assembly
Motor
Galvanized Airline
PVC Stilling Tube
Straighten head shaft, and clean nut key, tube, and tension bearing.
Refurbish pump head, clean, inspect and repair worn parts
Enclosure tubes are in good condition and none need replaced. Clean tubes by
power washing, and re-inspect.
GPC pulled all line shafts and inspected. Line shafts are in good condition;
several show moderate heat scaring possibly due to lack of oil in upper section of
tube assembly. Check for straightness and tolerance, stroke (clean), change
couplings, rotate to change projection and re-instal1 into enclosing tubes.
Heavy scoring and hammer marks. Replace all shaft couplings
All are in Good condition and passed within factory tolerance using a go-no go
sizing tool
Iron bacteria build-up has resulted in minor to strong pitting on 17 column pipes.
During removal of the pump, three (3) column pipes were tight and were torched-
cut Replace 20 each column pipe and 1 each five-footer off the head.
Supply and install new black widow spiders .
Bowl assembly is to be redesigned based on field data collected during well and
aquifer testing. The pump shall be designed for 1,900 gpm @ 590 feet IDIl
Cross over from pump to column pipe
Motor to be supplied under separate authorization cover
Replace with new airline to 420-feet bgs - assure no bend in pipe at pump head
Supply and install 360-feet of I-inch PVC, flush threaded pipe, bottom cap, 10-
feet of slotted PVC, and strapped to column pipe. Modify pump head to bring
line to the surface.
Proprietary and Confidential. Information
This material. is for the s01e use of the City of Itl' and shal.1 not be copied, reproduced or
di.stri.buted without prior written consent of General. Pump COJBPaDY, rnc.
HIIID'IAI..
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.GOIIPAJI'Y
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City of #### - Well ##
September ##, 2004
Page 2
Information
Proprietary and Confidentia1
PUMP EQUIPMENT MATERIALS
WELL PUMP - MATERIALS
1 ea Pump head, cast iron, sand blast, re-inspect, and repaint to City's approved color
400 ft 12" x 20' Column pipe, T&C
10 ea 3-1/2" x 12" Black widow spiders
1 ea Provide and install new bowl assembly IDP 15EMM, 13-stage, 1180 RPM
1 ea Stainless steel bowl shaft
400 ft %" galvanized pipe T &C
1 LS Misc. materials and part
Well Pump - Equipment
###
###
###
###
###
###
###
$###
WELL PUMP-LABOR
Shop pump mechanic and machinist to receive, inspect, machine, back-file, build and inspect pump
Shop pump mechanics to straighten head shaft
Shop pump mechanics to receive, insert, prep and inspect tube and shaft, and column pipe
Shop pump mechanic to stage and,load equipment
Field technician to perform wire-connections, check rotation and perform start-up, clean site, touch-up
paint as needed, steam clean and secure well site
Engineering and Applications Engineer
Well Pump - Labor
WELL PUMP - TOTAL COST
PVC STILLING TUBE
Supply and install 360-feet of I-inch PVC, flush threaded pipe, bottom cap, 10-feet of slotted PVC, and
"
strapped to column pipe using stainless steel strapping; Modify pump head to bring line to the sUrface.
Provide and install a threaded cap on the PVC at the surface.
Engineering and Applications Engineer
Labor, Shop and Field
Materials and shipping
PVC STll..LING TUBE - ADD TO TOTAL COST
PROJECT CHARGES
Based on our review and objectives of the project., GPC's recommended to install new pump and
equipment as described herein is $###.
N/C
$###
$###
N/C
$###
$###
$###
CLOSING
General Pump Company, Inc. Wlderstands that the work and billing shall be in strict accordance as
outlined in the City of #### Contract No. UT 0204-05 and General Pump Company's bid for Annual
Contract submitted to the City, dated September 18,2002.
We appreciate the opportunity to assist in this work. Please contact me with any comments on our
recommendations and costs 'for this work.
Sincerely,
GENERAL PuMP COMPANY, lNe
Geoffrey A. Bates, R.G.
Project ManagerlHydrogeologist
w- Pmp Equip Fnl G.doc
Proprietary and Confidential Information
This materiaJ. is for the so~e use of the City of tttt and sha.l~ not be copied, reproduced or
distributed without prior written consent of GeneraJ. Pump COlIIp8IlY, Xnc,
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General Pump Company, Inc.
Serving the Water Industry Since 1952
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General Pump Company, an Engineering Service Company, is dedicated to supporting the
ongoing needs of the Water Industry, and committed to providing:
· Solution~oriented engineering using problem solving techniques by de greed engineers and
Registered Geologists with diverse well system and groundwater experience, and pump
application engineers from major pump manufacturing companies.
· Full-time machine shop, staffed with experienced 'personnel capable of building and repairing
standard and custom pump equipment, and specialty products.
· Self-contained chemical trailers to include safety support and operational controls.
· Trained and certified operators for periodic monitoring and maintenance programs.
· In-house training facility and training programs for customers and our own personnel.
· Strong project and construction management for any size project.
· Instant communications with cellular radio/phones for all staff; engineering, technical, field
and shop personnel, resulting in better services at a reduced risk and overall cost.
· Modem, safe and reliable equipment with the Only Telescoping Well Rigs in the industry
capable of effective redevelopment of wells in pump houses.
· The Best Safety Record in the Industry for the Past 10 years!!
General Pump Company employs only experienced Engineers, Hydrogeologists and
Technical Field Personnel that can offer you assistance in the following areas:
· Assess Well Yields to Minimize Operating
and Maintenance Costs
· Determine the Efficiency of Wells and Pumps
· Engineered Pump and Well Equipment
· Pump Facility Design and Construction
· Booster Facility Design and Construction
· Pipeline Design and Construction
· Mechanical and Chemical Redevelopment
· Periodic Monitor and Maintenance Programs
. Water Quality and Production Solutions
. Well System Optimization
. Engineered Pump Suctions
. Pump and Motor Repair
. Custom Pump Design and Machining
. Electrical, SCADA and Transducer Support
. Casing Repair and Swedging
. Video and Geophysical Logging Support
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For additional information on General Pump Company or to speak: with one of our qualified
engineers, please contact us at:
GENERAL PuMP COMPANY, INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606 . Fax: (909) 599-6238 . E-mail: engineering@genpump.com
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Enginec'red Pump Suction
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The Engineered Pump Suction (EPS) is designed to change the energy distribution and hydraulic flow
characteristics in a well. EPS's distribute the flow of water to a pump intake over a longer interval,
creating a laminar flow, and tl1er~fore lowering entrance velocities through the well screen near the pump.
General Pump Company has installed over 100 Engineered Pump Suctions in Southern California. It
has proven effective in controlling sand pumping, well fouling and erosion of the screen, and improving
water quality by mixing aquifer water prior to entering the pump system. Additionally, General Pump
Company EPS's have proven effective in increasing efficiency in wells that penetrate multiple aquifer
systems.
MAJOR BENEFITS
The major benefits of installing an EPS as part of an effective and efficient groundwater production
system are:
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· Decrease entrance velocities and increase well yield
· Control sand pumping
· Improve water quality in wells, that penetrate multiple aquifer systems
· Extend life of the well and well efficiency
· Decrease energy costs and increase pump equipment life expectancy
· Eliminate the dead-zone in a well bottom resulting in decreased bacteriological constituents
· Decrease mineral and bacteriological fouling
EPS's are engineered devises constructed of PVC or stainless steel with factory produced slot-
perforations. General Pump Company designs each EPS based on well hydraulics for the specific
well, screen length and diameter, and design pump capacity, Each unit is installed and tested by our
professional Engineering and Technical Support Team.
General Pump Company's EPS is a correct~ve solution to many well performance concerns.
However, well owners should continue to evaluate well and pump performance on at regularly scheduled
intervals. If change should occur, contact one of our engineers immediately for an inspection or
maintenance.
For more infonnation on Engineered Pump Suction and other services provided by GPe, please contact us at:
GENERAL PuMP COMPANY, INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606. Fax: (909) 599-6238. E-mail: engineering@genpump.com
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Downhole Evaluation
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Serving the Water Industry for Over 50 Years
General Pump Company uses a combination of integrated evaluation tools to develop a solution-oriented
approach to your groundwater production concerns. Using Downhole Evaluation Techniques performed
during dynamic (pump operating) and/or static conditions, General Pump 'Company has identified,
developed solution, and resolved many difficult problems such as:
· Water Production ~ Sanding, air-entrainment, pumping water level, and decreased specific capacity
· Water Qualitv - Fe, Mn, As, H2S, VOC's. perchlorate, nitrate, etc...
· Well Plugging - Encrustation, bio-fouling and sand blockage
· Well Integritv or Condition - Casing splits, eroded perforations, partial collapse, etc.. .
The combined application of data collected during records review, through downhole evaluation, and post-
field data review can be used to improve the hydraulics and efficiency of existing wells, and to resolve
decrease production and water quality concerns.
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For more information on Downhole Evaluation During Dynamic Conditions and other services provided by
General Pump Company, please contact us at:
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GENERAL PuMP COMPANY, INC.
159 North Acacia Street, San Dimas, California 91773
Phone: (909) 599-9606 -Fax: (909) 599-6238 - E-mail: engineering@genpump.com
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EXHIBIT B
CITY OF VERNON
COMMUNITY SERVICES & WATER DEPARTMENT
AGREEMENT CHANGE ORDER NO.
PROJECT':
TO:
REQUESTED BY:
SUPPLEMENT NO.
SHEET
OF
P.O. NO.
CONSULTANT
SHEETS
y
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kthh'd 'bedh
fr th "1
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on are ere ,y , ecte toma e e erem escn c anges om e ongma scope 0 wor 0 s agreemen .
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Contract Amount (Base Bid) I ...."....".. ".... "........................""...." .... .. .......... .... .." "".. ..".." $
Amount of This Change Order I ..........".... ................ ....".... ... .."".......... .... ".... .......... ........ $
Amount of Previous Change Orders I .." "" ...e.. .... ".e.. ........,;.............. .. .... .... ...... .... ...." ......" $
Total Change Orders I "...... .. ""..,,.... ".. ...." ..".. ".." "" ........"........"..........".. ......;...".... ...'.... $
Modified Agreement Amount I ....".... ...... .. .... ..... ... .................... .... .. .". .. .. ...... .......... ........ $
By reason of this order the time of
completion wiIl be adjusted as foIlows:
Approved: Date:
City Administrator
We, the undersigned Consultant, have given careful consideration to the change proposed and hereby agree, if this proposal is approved that we wilI provide all
equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and wiIl accept as fuIl
payment therefore the prices shown above.
Accepted Date: Consultant:
By: Title:
c: Purchasing/Project File/Consultant
EXHIBIT C
S4WCUTL/NE
NEW AC.
PAVEMENT
t
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t
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S4WCUT liNE
EXISTING B4SE.
...,.
'A
. .s
A '.
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EX/S71NG NATIVE SO/L~
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1/2 S4CK SAND SLURRY BACKFTLL
~ .' A ..s
VARIfS
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PIPE ....
ACCEPTE:D NATIVE BACKFTLL TO BE
COMPACTE:D TO BOX.
................... ..............
.................... .............
.......... ..............
.......... .........
...... .........
.. .... ......
....... .........
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NOTES:
1. NEW PAVEMENT THICKNESS SHAll BE 1 INCH BELOW THE EXISllNG TO A MAXIMUM Of 10 INCHES,
UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
2. ASPHALT CONCRETE stW.l BE B-ARBOOO WITH MINIMUM 2- THICK A.C. WEARING SURFACE COURSE. TACK COAT
SHAll.. BE APPUED PER LATEST EDITION Of THE STANDARD SPEClflCI\TIONS FOR PUBUC WORKS CONSTRUCTION (GREE BOOK)~
3. RNISHED ASPHAlT CONCRETE SHAll.. BE (3/4j B--ARBOOO, MINIMUM 2- THICK AND PAVED FLUSH WITH ADJACENT
PAVEMENT WITHIN SAME DAY i'S NEW A.C. PlACEMENT.
4. DAMAGED AND UNDERMINED PAVEMENT stW.l BE REMOVED BY SAW CUTTlNG FUll DEPTH PARAlLEL TO TRENCH AND
REPlACED WITH (3/4j B-AR8000 AT NO COST TO THE CITY.
5. FOR CONCRETE STREETS THE WIDTH OF CONCRErE' TO BE REPlACED SHAll.. EITHER BE FROM COLD JOINT UNE TO COlD JOINT
UNE OR APPROVED TRENCH WIDTH WITH CONCRETE DOWElS (MIN. 14. BARS) PlACED EVERY 3 FT STAGGERED.
6. IF THE SAWCUT UNE IS 3 FEET OR LESS FROM GUTTER UNE OR COLD JOINT THE A.C. PAVEMENT OR CONCRETE SHAll..
BE REMOVED TO GUTTER UNE OR COLD JOINT.
7. All TRAFFIC SIGNAl... lOOPS, DOTS, LANE UNES. PEDESTRIAN UNES, AND OTHER PAINTED MARKINGS ARE TO BE REPlACED
, IN KIND BY THE CONTRACTOR.
8. AN ENCROACHMENT PERMIT SHAll.. BE OBTAINED FROM THE CITY Of VERNON COMMUNITY SERVICES AND WATER DEPARTMENT
PRIOR TO IN( ENCROACHMENT OR CONSTRUCTlON WITHIN A CITY OF VERNON RIGHT-Of-WAY.
9. THE CONTRACTOR stW.l OBTAIN AN UNDERGROUND SERVICE. ALERT TICKET AND OBTAIN A CALIFORNIA COMMlSION Of OCCUPATIONAl..
SAFElY AND HEAlTH (DOSH) PERMIT IF THE TRENCH IS GREATER THAN 5 FEET DEEP PRIOR TO THE COMMENCEMENT Of WORK.
10. THE CON1'R1.CTOR IS RESPONSIBLE FOR FURNISHING AND MAINTAINING All TRAFFIC CONTROLS AND S1GNAGE PER
WA T.C.H. MANUAL DURING ENTIRE PROJECT.
11. NO STOCK PIUNG Of CONSTRUCTION MATERIALS OR EQUIPMENT SHAll.. BE ALLOWED OVER NIGHT IN THE PUBUC RIGHT-Of-WAY
UNLESS APPROVED BY THE CITY ENGINEER.
12. All NECESSARY STEEL PlATES stW.l BE PROVIDED AT llfE JOB SITE PRIOR TO IN( REMOVALS. PlATES stW.l BE SI<IO
RESISTANT, RESTRAINED AND RAMPED WITH A.C. COLD MIX.
13. All TRENCHES stW.l BE BACKRLLED WITH 1/2 SACK SAND SWRRY UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
14. THE CONSTRUCTION SHAll.. COMPLY WITH CITY STANDARDS AND THE GREEN BOOK.
TYPICAL TRENCH PAVING SECTION
LIL
a1Y OF' ~ C4U'QIM4
CCMMlINI1Y ~ " ..1m DE1Wf1IIE1ir
M4Y 2OD4
STANDARD PLAN V2 2 6 4
SHEET 1 OF 2
EXHIBIT C
SAWCUT UNF
NEW AC.
rPAVCMENT
EXIS71NG PAVEAENT
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SAWCUT UNE
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EXISTING NATIVE: SOIL-/
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VARIES
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8.
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PIPE BEDDING
PEA GRAIfi
SEE CHART
1. NEW PAVEMENT lHlCKNESS SHAll. BE 1 INCH BElOW THE EXISTING TO A MAXIMUM OF 10 INCHES.
UNLESS OTHERWISE APPROVED BY THE CIlY' ENGINEER.
2. ASPHALT CONCRETE SIW.L BE B-ARSOOO WITH MINIWM 2. THICK AC. WE'ARlNG SURFACE COURSE. TACK COAT
SIW.L BE APPUED PER lATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREE BOOK).
3. ANlSHED ASPHALT CONCRETE SIW.L BE (3/4j B-ARSOOO. MINIMUM 2. THICK AND PAVED FWSH WITH AD.W:ENT
PAVEMENT WITHIN SAME DAY 1-S NEW AC. Pl.ACEuENT.
4. DAMAGED AND UNDERMINED PAVEMENT SHAll. BE REMOVED BY SAW Cl1TTING FULL DEPTH PARALLEl TO TRENCH AND
REPLACED WITH (3/4j B-ARSOOO AT NO COST TO THE CI1Y.
5. FOR CONCRETE STREETS THE WIDTH OF CONCRETE TO BE REPLACED SHAll. EITHER BE FROM COlD JOINT UNE TO COlD JOINT
UNE OR APPROVED TRENcH WIDTH WITH CONCRETE DOWELS (MIN. '4 BARS) PLACED E.VER"( 3 FT STAGGERED.
6. IF THE SAWCUT UNE IS 3 FEET OR LESS FROM GUTTER UNE OR COlD JOINT THE AC. PAVEMENT OR CONCRETE SHALL
BE REUOVED TO GUTTER UNE OR COlD JOINT.
7. AU. TRAFFIC SIGNAl.. LOOPS. DOTS. LANE UNES, PEDESTRIAN UNES, AND OTHER PAINTED MARKINGS ARE TO BE REPLACED
IN KIND BY THE CONTRACTOR.
8. AN ENCROACHMENT PERMIT SIW.L BE OBTAINED FROM THE CIlY OF VERNON COMMUNIlY SERVICES AND WATER DEPARTUENT
PRIOR TO NN ENCROACHMENT OR CONSTRUCTION WITHIN A CI1Y OF VERNON RIGHT-OF-WAY.
9. THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVICE ALERT TICKET AND OBTAIN A CAI.IFORNIA COMMlSION OF OCCUPA1lONAI.
SAFElY AND HfALTH (COSH) PERMIT IF THE TRENCH IS GREATER THAN 5 FEET DEEP PRIOR TO THE COMUENCElotENT OF WORK.
10. THE CONTRACTOR IS RESPONSIBlE FOR FURNISHING AND MAINTAINING ALL TRAFFIC CONTROlS AND SIGNAGE PER
WAT.C.H. UANUAl. DURING ENTIRE PROJECT.
11. NO STOCK PIUNG OF CONSTRUCTION MATERIALS OR EQUIPMENT SHALL BE ALLOWED OVER NIGHT IN THE PUBUC RIGHT-OF-WAY
UNLESS APPROVED BY THE CIlY ENGINEER.
12. AU. NECESSARY STEEl PlATES SIW.L BE PROVIDED AT THE JOB SITE PRIOR TO NN REUOVAlS. PlATES SHALL BE SKID
RESISTANT, RESTRAINED AND RAMPED WITH AC. COlD MIX.
13. AU. TRENCHES SHALL BE ~KF1LLED WITH 1/2 SACK SAND SLURRY UNLESS OTHERWISE APPROVED BY lHE CI1Y ENGINEER.
14. THE CONSTRUCTION SIW.L COMPLY WITH CIlY STANDARDS AND THE GREEN BOOK.
NOTES:
s
TYPICAL TRENCH
FOR SEWER
mY OF ~ c:l4U't\IINIf
txJMIIUN1TY .5ElI'IaS . 1141m fJE1Wl1JIENT
....y 20tH
PAVING SECTION
LATERAL
STANDARD PlAN V22 64
SHEET 2 OF 2
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` - ' .CITY 4F VERNON
~ , ~~~ti~~~~ ~;~~~~l~0~~ COMMUNITY SERVICES DEPARTMENT
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CONTRACT CHANGE .ORDER NO. 1 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS
PROJECT: Annual Pump Contracf CONTRACT NO.
TO: General Pump Company CONTRACTOR
REQUESTED SY: Gity
You are hereby directed to make the herein described changes from the plans and specifications or do the following descn'bed work
not included in the lens-and ifications on this contract.
CHANGE IN PLANS
• Add $4,500.00 to agreement for pump efficiency tests.
Contract Amount (Base Bid) Monthly-Billing Rate $ 0
Amount of This Change Order : $ 4,500.00
Amount of Previous Change Order $
Total Change Orders . , $ 4, 500.00
Modified.Contract Amount $ 4,500.00
By reason of this order the time of ll~a
com letion will be ad'usted as follows:
Approved: Date: ~ -y, g .
of Comm rvices & Water
We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, ifthis proposal is approved that we will provide all
equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full
payment therefor the prices shown above. p
Accepted: Date: ~/~~~0~ Contractor: ~~~a~ /-Gc,y~~ ~c
B . Tifle: /-j''lecf ~Cf.r7ictge~ ~~dra~eo%at/,Sf
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xc: FinancelResident Engineer/Project Pile/Conttactor
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Y COMMUNITY SERVICES DEPARTMENT
CONTRACT CHANGE ORDER NO. 2 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS
' PROJECT: Annual Pump Contract CONTRACT NO.
TO: General Pump Company_ CONTRACTOR
REQUESTED BY: Clt~
You are hereby directed to make the herein described changes from the plans and specifications or do the following described work
not included in the fans ands ecifications-on this contract.
AGREEMENT EXTENSION
• Extend the existing Agreement by one-year with an effective date of May 1, 2006. Please refer to the
2006 cost schedule provided by the General Pump Company. Labor~and equipment rates will remain
constant for the duration of the agreement and material costs are subject to cost plus 20 percent
overhead protection.
Contract Amount (Base Bid) $ 0
Amount of This Change Order $
Amount of Previous Change Order . _ $
' Total Change Orders $
Modified Contract Amount
13y reason of this order the time of ~a
wm letion will be ad'usted as follows:
Approved: Date:
Actmg City Clerk
We, the undersigned Contractor, have given ful consideration to the change proposed and hereby agree, ifthisproposal is approved we will provide all
equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the worts above specified, and will accept as full-
payment therefor the prices shown above.
Accepted: Date: 9 O~o Contractor: ~F~e1Gt-/
J~j~(.lJn"~Q/1~.~/~G
BY= `Title' ~L//~o/'
o~ ~n qin «~~''i
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i~C~ae~ ,l.~ryca?Qr
xc: Finance/Resident Engineer/Project File/Contractor
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CITY OF VERNON
COMMUNITY SERVICES DEPARTMENT
CONTRACT CHANGE ORDER NO. 3 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS
PROJECT: Annual Pump Contract CONTRACT NO.
TO: General Pump Company_ CONTRACTOR
REQUESTED BY: .City
You are hereby directed to make the herein described changes from the plans and specifications or do the following described work
not included in the fans ands ecifications on this contract.
CHANGE IN PLANS
• Add $4,500.00 to agreement for pump efficiency tests.
Contract Amount (Base Bid) Monthly Billing Rate $ 0
Amount of This Change Order . . . $ 4,500..00
Amount of Previous Change Order . $
Total Change Orders , $ 4, 500.00
' Modified Contract Amount $ 4, 500:00
By reason of this order the time of n~a
com letion will be a ~usted as follows:
Approved: Date:
Director of Community Services & Water
We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved that we will provide all
equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified and will accept as full
payment therefor the prices shown above.
Accepted: Date; Contractor:
By Title:
xc: Finance/Resident Engineer/Project File/Contractor
General Pump Change~Order
J~
CITY OF VERNON
COMMUNITY SERVICES DEPARTMENT
CONTRACT CHANGE ORDER NO. 4 SUPPLEMENT NO. SHEET 1 OF 1 SHEETS
PROJECT: Annual, Pump_ Contract ; CONTRACT NO.
TO:General Pum Com .ari~ CONTRACTOR
REQUESTED BY: City `
You are hereby directed to make the herein described changes from-the plans and specifications or do the following descn'lied work
not included in the lans and ifications on this contract
AGREEMENT EXTENSION
• F~ctend the existing Agreement by one-year with an effective date of May 1; 2007. Please refer to the
2007 cost schedule provided by the General Pump Company. Labor and equipment rates will remain
constant for the duration of the agreement and material costs are subject to cost plus- 20 percent
Overhead protection.
Contract Amount (Base Bid) $ p
Amount of This Change Order $
Amount of Previous Change Order ' $
Total Change Orders $
Modified .Contract Amount $
13y reason of this order the time of rl~a
com letion will be ad'usted as follows:
~
.Approved:. Date: - 3U-~11
Director unity Services & Water ~ '
We, the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, ifthis proposal is approved that we will provide all
equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full
payment therefor the prices shown above.
Acce red: Date: y ~
p JTo~? Contractor;
~ itle: ,
f
xc: Fiuauce/Resident Engineer/Project F' elContcactor
CITY OF VERNON
C® SERVICES & WATER DEPARTMENT
,CONTRACT CHANGE ORDER NO. 5 SUPPLEMENT NO. ~ SHEET 1 OF 1 SHEETS
PROJECT: Annual Pump Contract P.O. NO.
TO: _ General Pump Company CONTRACTOR
REQUESTED BY: City
You are hereby directed to make the herein desen'bed changes to the plans and specifications or do the following descn'bed work
riot. previously included in the plans and specifications of this contract..Except as specifically modified herein, all terms aad
conditions of the original' contract retrain in full force and effect, and apply to the additional work as if said work was originally
included in the contract.
J
AGREEMENT EXTENSION
• Extend the existing /agreement by one-year with an effective date of July 1, 2008. Please refer to the
2008 cost schedule provided by the General Pump Company. Labor and egttipmerrt rates will remain
constant for the duration of the. agreement and material costs are subject to cost plus -20 percent
overhead.
. ~
Contract Amount ase Bid) ~ 0
Amount of This Order $
Amount of Previous C e Orders $
Modified Contract Amount ~
By reason of this ~Se order the time of
co lesion will be ad'usted as follows:
Approved:..
Date: _ _ r ~~i~~
Directo m a'' Services & Water
We, the undersigned Cartr~tor; have'givea careful oonsideratitxr to the change proposed and hereby agee, if this ProP~ i4 aPP+m'~, ihst we will provide all
labor, egaipment and materials, inch overhead, except as may otherwise be ttoted above, and perform al[ services necessary for the work above specified, and
.will accept as foil paymeni therefore the prices shown above.
Accepted Date: ~ ~ Contractor:
Title: ~ . I
c: Project FileJContractor/Pui+chasirig, ~
~I
~5( Page 1 of 1
~~a q -
Juarez, Debbie
From: Arellano, Claudia
Sent: Monday,- September 21, 2009 4:50 PM
To: Juarez, Debbie
Subject: RE: General Pump -Change Order Status
Seems the mystery has been resolved (or so I was told). Change Order No. 3 was discussed with
General Pump however, it was decided that the work not be performed and the change order was never
signed or issued. Nevertheless, the contract manager failed to cancel the change order from the books.
Let me know if you need further explanation. Thank you.
From: Juarez, Debbie
Sent: Tuesday, September 15, 2009 12:54 PM
To: Arellano, Claudia
Subject: General Pump -Change Order Status
Hi Claudia. Has Scott heard back from the contractor today? If they do have it,-then could he have them a-mail
or fax it to him, please? Thank you.
I~e6orah ,yuaYez
cords 91~lanagementAssistant
City of Vernon -City CCerk's Office
4305Santa rFeAvenue
Vernon, ~A 90058
(323 583-8811
9/21 /2009