14-1202_HARDY & HARPER, INC._E11_Agenda Report12/2/2014
E11
TO:
FROM: Keith VanDer Maaten, .E., Public Works and Utilities Director
Submitted by: David Hubler, Public Works Manager
Prepared by: Jill Thomas, Senior Management Ana~
•
DATE: December 2, 2014
SUBJECT: Consideration of Qualified Contractors List and Personal Services
Agreements for Asphalt/Crack Seal/Seal Coat Maintenance and Repair
Services (Ben's Asphalt, Inc., Hardy & Harper, Inc., Quickel Paving, Inc.,
and Sanders Paving, Inc.)
RECOMMENDATION:
By motion,
1. Approve the qualified contractors list for Asphalt/Crack Seal/Seal Coat
Maintenance and Repair Services to include Ben's Asphalt, Inc., Hardy &
Harper, Inc., Quickel Paving, Inc., and Sanders Paving, Inc.; and,
2. Approve the Personal Services Agreements with Ben's Asphalt, Inc., Hardy &
Harper, Inc., Quickel Paving, Inc., and Sanders Paving, Inc. to provide
Asphalt/Crack Seal/Seal Coat Maintenance and Repair Services City-wide for
a three-year term, with three one-year optional extensions, subject to
available funding in the operational and capital improvement budgets; and,
3. Authorize the City Manager to approve optional extensions within the
Personal Services Agreement term.
EXECUTIVE SUMMARY:
The current Agreement for Asphalt/Crack Seal/Seal Coat Maintenance and Repair
Services expires on December 31, 2014. As is typical, the Public Works and Utilities
Department has established a qualified list of contractors to provide these services for
the City and recommends that the City Council approve the Personal Services
Agreements with Ben's Asphalt, Inc., Hardy & Harper, Inc., Quickel Paving, Inc., and
Sanders Paving, Inc. The term of each Personal Services Agreement is for three years
(January 1, 2015 through December 31, 2017) with three (3) one-year optional
City Council Agenda Report
December 2, 2014
Pa e 2 of 3
extensions at the City's discretion and demonstration of superior performance. The City
recommends the optional extensions to the Agreements can be authorized by the City
Manager. These Agreements are subject to an annual "not to exceed" amount
determined by funding availability in the City's adopted Fiscal Year operating and capital
improvement budgets.
DISCUSSION/ANALYSIS:
The City has current Agreements in place with Ben's Asphalt, Inc., Hardy & Harper, Inc.,
and Quickel Paving, Inc. to provide Asphalt/Crack Seal/Seal Coat Maintenance and
Repair Services. These Agreements will expire on December 31, 2014, and have been
in place since 2011. Staff issued a Request for Proposals (RFP) to 13 contractors. It
was also posted on the City's website. The City received six proposals: All American
Asphalt, Ben's Asphalt, Inc., Hardy & Harper, Inc., Palp, Inc. DBA Excel Paving
Company, Quickel Paving, Inc., and Sanders Paving, Inc.
Due to fluctuations in the economy, staff has determined that it is in the best interest of
the City to maintain a qualified list of contractors for these services, rather than to award
this type of maintenance and repair work to just one firm. By having in-place
agreements with more than one contractor for like services, the City is able to ensure
"best pricing", as the contractors compete against each other on an "as-needed" basis
for City work. Having multiple pre-qualified contractors with agreements and insurance
requirements already in place allows the City to receive critical repair services on a
timely basis if and when conflicts/emergencies arise that cannot be met by just one
contractor.
The annual quantity of asphalt/crack seal/seal coat work to be performed is dependent
on the amount of the available adopted Fiscal Year budget, as the City does not
guarantee a specific amount of work year to year. A first year unit pricing comparison
from the six proposers is shown on Attachment 5. Each proposer's three-year pricing
proposal is shown in Attachment 6.
Staff performed due diligence on each of the proposer's references and is satisfied with
each firm's ability to provide quality work and respond to the City's needs. Two of the
companies, All American Asphalt, Inc. and Palp, Inc. DBA Excel Paving Company, were
not considered for the qualified contractor's list as their unit pricing was not comparable
with the other four proposers. The four proposers recommended to be added to the
qualified contractor's list for Asphalt/Crack Seal/Seal Coat Maintenance and Repair
Services are:
Ben's Asphalt, Inc.
Hardy & Harper, Inc.
Quickel Paving, Inc.
Sanders Paving, Inc.
City Council Agenda Report
December 2, 2014
Pa e 3 of 3
FISCAL IMPACT:
Rather than a fixed dollar amount, there is a "shall not exceed the total amount in the
City's adopted Fiscal Year operating and capital improvement budgets for
Asphalt/Crack Seal/Seal Coat Maintenance and Repair Services" clause included in
Section 3.1 of the Personal Services Agreement for each contractor.
ENVIRONMENTAL IMPACT:
In accordance with California Environmental Quality Act (CEQA) standards,
maintenance and repair of existing infrastructure is determined not to have a significant
effect on the environment and is, therefore, exempt from the provisions of CEQA.
PRIOR CITY COUNCIL REVIEW:
Not applicable.
COMMISSION/COMMITTEE/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
NOTIFICATION:
All American Asphalt, Inc.
Ben's Asphalt, Inc.
Hardy & Harper, Inc.
Quickel Paving, Inc.
Palp, Inc. DBA Excel Paving Company
Sanders Paving, Inc.
ATTACHMENT(S):
Attachment 1 -Personal Services Agreement-Ben's Asphalt, Inc.
Attachment 2-Personal Services Agreement-Hardy & Harper, Inc.
Attachment 3 -Personal Services Agreement-Quickel Paving, Inc.
Attachment 4 -Personal Services Agreement-Sanders Paving, Inc.
Attachment 5-Year One Pricing Comparison
Attachment 6 -Response Pricing Proposals
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this __ day
of , 2014, by and between the City of City of San Juan Capistrano (hereinafter
referred to as the "City") and Ben's Asphalt, Inc., (hereinafter referred to as the
"Contractor").
RECITALS:
WHEREAS, City desires to retain the services of Contractor regarding the City's
proposal to provide asphalt, crack seal, and seal coat maintenance and repair services;
and
WHEREAS, Contractor is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Contractor mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Contractor shall consist of those tasks as set
forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there
are any conflicts between the provisions described in Exhibit "A" and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Term.
This Agreement shall commence on January 1, 2015 and continue for a three year
period of time with the option of three (3) one-year extensions. Agreement extensions shall
be based on staff review of the Contractor performance and at the discretion of the City
Manager. The Agreement will terminate on December 31, 2017, unless extended as
provided herein.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed the total
amount in the City's adopted fiscal year operating and capital improvement budget for
asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B",
attached and incorporated herein by reference. There is no guaranteed amount for this
contract by the City to the Contractor. The Contractor may not, dependent upon availability
of projects and/or funding, receive any work. The City shall issue purchase orders equal to
the anticipated Contractor fees on a project basis, which shall constitute the Contractor's
authorization to proceed.
1
ATTACHMENT 1
I
l
I I
I I '
3.2 Method of Payment.
Subject to Section 3.1, Contractor shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period. The City
will pay monthly progress payments based on approved invoices in accordance with this
Section.
Section 4. Independent Contractor.
It is agreed that Contractor shall act and be an independent contractor and not an
agent or employee of City, and shall obtain no rights to any benefits which accrue to City's
employees.
Section 5. · Limitations Upon Subcontracting and Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals
and employees were a substantial inducement for City to enter into this Agreement.
Contractor shall not contract with any other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law, without the prior written approval of the City. If Contractor is permitted to
subcontract any part of this Agreement by City, Contractor shall be responsible to City for
the acts and.omissions of its subcontractor as it is for persons directly employed. Nothing
contained in this Agreement shall create any contractual relationships between any
subcontractor and City. All persons engaged in the work will be considered employees of
Contractor. City will deal directly with and will make all payments to Contractor.
Section 6. Changes to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Contractor undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested by the City, the Parties
hereto shall execute an addendum to this Agreement setting forth with particularity all
terms of the new agreement, including but not limited to any additional Contractor's fees.
Section 7. Familiarity with Work and/or Construction Site.
By executing this Agreement, Contractor warrants that: (1) it has investigated the
work to be performed; (2) it has investigated the work site(s), and is aware of all conditions
there; and (3) it understands the facilities, difficulties and restrictions of the work to be
performed under this Agreement. Should Contractor discover any latent or unknown
conditions materially differing from those inherent in the work or as represented by City, it
shall immediately inform the City of this and shall not proceed with further work under this
Agreement until written instructions are received from the City.
2
..• ..•. .. . -----········ --------------
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
Section 9. Compliance with Law.
Contractor shall comply with all applicable laws, ordinances, codes and regulations
of federal, state and local government.
Section 1 0. Conflicts of Interest.
Contractor covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Contractor.
Section 11. [RESERVED].
Section 12. [RESERVED].
Section 13. lndemnitv.
To the fullest extent permitted by law, Contractor agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including
attorneys' fees, for injury or death of any person, or damages of any nature, including
interference with use of property, arising out of, or in any way connected with the
negligence, recklessness and/or intentional wrongful conduct of Contractor, Contractor's
.agents, officers, employees, subcontractors, or independent contractors hired by
Contractor in the performance of the Agreement. The only exception to Contractor's
responsibility to protect, defend, and hold harmless the City, is due to the negligence,
recklessness and/or wrongful conduct of the City, or any of its elective or appointive
boards, officers, agents, or employees.
This hold harmless agreement shall apply to all liability regardless of whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Contractor.
Section 14. Insurance.
On or before beginning any of the services or work called for by any term of this
Agreement, Contractor, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to
3
the City. Contractor shall not allow any subcontractor to commence work on any
subcontract until all insurance required of the Contractor has also been obtained for the
subcontractor. Insurance required herein shall be provided by Admitted Insurers in good
standing with the State of California and having a minimum Best's Guide Rating of A-Class
VII or better.
14.1 Comprehensive General Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1 ,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
agreement or the general aggregate limit shall be at least twice the required occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1 ,000,000.00).
14.3 Workers' Compensation.
If Contractor intends to employ employees to perform services under this
Agreement, Contractor shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Contractor shall submit the
insurance certificates, including the deductible or self-retention amount, and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insureds as respects each of the following: Liability arising out of activities
performed by or on behalf of Contractor, including the insured's general supervision of
Contractor; products and completed operations of Contractor; premises owned, occupied.
or used by Contractor; or automobiles owned, leased, hired, or borrowed by Contractor.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers.
14.5 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
4
the coverages reduced, until after thirty (30) days' written notice is given to City, except that
ten (1 0) days' notice shall be given if there is a cancellation due to failure to pay a
premium.
14.6 Terms of Compensation.
Contractor shall not receive any compensation until all insurance provisions
have been satisfied.
14.7 Notice to Proceed.
Contractor shall not proceed with any work under this Agreement until the
City has issued a written "Notice to Proceed" verifying that Contractor has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days' advance written notice of termination to Contractor.
In addition, this Agreement may be terminated by any party for cause by providing
ten (1 0) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract, then the agreement may be terminated subsequent
to the ten (1 0) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall
be used for delivery of service of process:
To City:
To Contractor:
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Keith Van Der Maaten
Ben's Asphalt, Inc.
2200 S. Yale Street
Santa Ana, CA 92704
Attn: John Skeffington
5
I
I
I I I
Section 17. Prevailing Wages.
Contractor hereby expressly acknowledges and agrees that the City has not
previously affirmatively represented to the Contractor in writing or otherwise, in a call for
bids or otherwise, that the work to be covered by this Agreement is not a "public work," as
defined in Section 1720 of the Labor Code. Contractor shall indemnify, protect, defend
and hold .harmless the City and its officers, employees, contractors and agents, with
counsel reasonably acceptable to City, from and against any and all loss, liability, damage,
claim, cost, expense and/or "increased costs" (including reasonable attorneys' fees, court
and litigation costs, and fees of expert witnesses) which, in connection with the work
contemplated by this Agreement, including, without limitation, any and all public works (as
defined by applicable law), results or arises in any way from any of the following: (1) the
noncompliance by Contractor of any applicable local, state and/or federal law, including,
without limitation, any applicable federal and/or state labor laws (including, without
limitation, if applicable, the requirement to pay state prevailing wages and hire
apprentices); (2) the implementation of Section 1781 of the Labor Code, as the same may
be amended from time to time, or any other similar law; and/or (3) failure by Contractor to
provide any required disclosure or identification as required by Labor Code Section 1781,
as the same may be amended from time to time, or any other similar law. It is agreed by
the parties that, in connection with the work contemplated by this Agreement, including,
without limitation, any and all public works (as defined by applicable law), Contractor shall
bear all risks of payment or non-payment of prevailing wages under California law and/or
the implementation of Labor Code Section 1781 , as the same may be amended from time
to time, and/or any other similar law. "Increased costs," as used in this paragraph, shall
have the meaning ascribed to it in Labor Code Section 1781, as the same may be
amended from time to time. The foregoing indemnity shall survive termination of this
Agreement and shall continue after completion of the work by Contractor.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
6
IN WITNESS WHEREOF, the parties hereto have executec;:l this Agreement.
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO FORM:
Hans Van Ligten, City Attorney
CITY OF SAN JUAN CAPISTRANO
By:-:-:----------
Mayor
CONTRACTOR
By: ___________ __
Contractor
7
GENERAL PROVISIONS
REQUIREMENTS, PERSONNEL. EQUIPMENT, MATERIALS. AND SUPERVISION
REQUIREMENTS
a) Work will ordinarily be performed between the hours of 7:30 AM and 5:30 PM,
Monday through Friday. During emergencies, work may be required at other
than normal hours. The Contractor must receive the approval of the Public
Works and Utilities Director or authorized representative prior to commencing
work during hours outside those stated above.
b) Contractor shall maintain an adequate crew of at least two experienced
employees to perform the service required.
c) Contractor will be required to supply a list of equipment owned and available for
work.
d) Contractor will be required to supply a list of references for similar work
performed.
e) Contractor will be required to supply list of sub-contractors, if applicable.
f) Contractor may be required to supply additional experience references, if
requested by City.
g) Contractor shall provide City with required proof of liability insurance, workman's
compensation insurance, vehicle insurance, and City Business License as noted
in the contract documents.
h) Contractor shall be responsible for Contractor's compliance in all respects with
the prevailing wage rates to all the laborers involved, and with California Labor
·Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative
regulations. The City shall be a third party beneficiary of the forgoing covenant
with rights to enforce the same as against the Contractor.
i) Hourly rates and unit prices quoted shall include all safety equipment required.
Traffic control may be required on some sites, and shall be included in quoted
prices.
j) Hourly rates for regular, night, and emergency work shall be for actual time spent
on the job site. No travel time will be paid. ·
k) The Proposal will be awarded based on an analysis of Proposal Prices (for
EXHIBIT A
I !
.I
I
I
I I
I
i
I I ~
I
l I
normal work rates, not emergency or night work rates); Statement of Experience,
Statement of Equipment, List of Sub-ContractorsNendors and all provisions
noted in the Instructions to Proposers and General Provisions and Specifications
sections of the Specification Package. The City may award to one or more
contractors as required to meet its needs.
I) At any time prior to Proposal date, Contractor may inspect City property for
further information, if desired. City representatives will be available to answer
questions.
m) Contractor shall protect any and all private property adjacent to work areas. Any
damage to private property resulting directly or indirectly from Contractor's
actions shall be the responsibility of the Contractor.
n) All employees of Contractor shall wear a uniform or shirt that clearly identifies the
company.
o) Contractor shall supply a list of employee's names, and hours worked on each
da~. ·
p) Contract Termination -If at any time, in the opinion of the Public Works and
Utilities Director, or authorized representative, the Contractor fails to supply
suitable equipment, an adequate working force, or material of proper quality, or
shall fail in any respect to prosecute any work with the diligence and force
specified and intended in and by the terms of the contr01ct, notice thereof in
· writjng shall be served upon Contractor. Should Contractor neglect or refuse to
provide means or satisfactory compliance with the contract, as directed by the
Public Works and Utilities Director, or authorized representative, within the time
specified in such notice, the City in any such case shall have the power to
terminate all or any portion of the contract.
PERSONNEL
The Contractor shall use and furnish a workforce necessary for the satisfactory
performance for the work set forth in this contract.
(a) Contractor's Employees
The Contractor agrees to require his/her employees to present a neat appearance at all
times while engaged in the performance of their duties and maintain good bearing and
deportment toward the public. Should for any reason an employee be unsatisfactory in
the opinion of the Public Works and Utilities Director or authorized representative, the
Contractor, when notified in writing, shall cause that employee to be removed from the
job and replaced by a satisfactory employee.
I
I I
I ·I
I
I
I i
I
(b) Employee Attire
The Contractor shall require each of his/her employees to adhere to basic standards of
working attire. These are to include uniforms, with the Contractor's company name or
insignia clearly visible, proper shoes and other gear required by State Safety
Regulations, and proper wearing of clothing, which includes that shirts shall be worn at
all times, buttoned and tucked in.
(c) Typical Tasks
Contractor shall supply employees with the skills to perform various semi-skilled. duties
in connection with asphalt forming, laying, and finishing and rolling, grading; operating a
variety of hand and power tools for purposes of maintaining public property and
operating equipment.
(d) Experience
Supervisors/foremen shall have a m1mmum of five (5) years of experience in the
asphalt/crack seal/seal coat maintenance and repair field.
(e) Licenses
Laborers will be required to possess a valid and current California Driver License,
including all insurances, as required by the City.
(f) Knowledge and Abilities
The Contractor's representative shall have a general knowledge of the asphalt
maintenance and repair industry, including suitable experience in the field to perform
the required work in a safe and thoughtful manner.
EQUIPMENT
The contractor shall use and furnish all equipment necessary for the satisfactory
performance.of the work set forth in this contract.
(a) Vehicles
Contractor shall display the name of their firm on any/all vehicles used or
otherwise by the Contractor's employees. The firm name shall be in letters
large enough to be easily legible from a distance of fifty (50) feet during the
course of their work.
(b) Maintenance
All equipment used by the Contractor shall be kept in a neat and clean
appearance and maintained in top mechanical condition. All equipment shall
be properly adjusted, from an operational safety standpoint.
(c) Storage of Equipment
The Contractor is required to supply storage for equipment that is used in the
City. Equipment shall not be stored in the public right of way or on any other
City property without written authorization from the Public Works and Utilities
Director or authorized representative.
MATERIALS
The Contractor is required to supply storage for materials that are used in the City.
Material shall not be stored in the public right of way or any other City property without
written authorization from the Public Works and Utilities Director or authorized
representative. The Contractor shall furnish all material, including, but not limited to,
equipment, etc., necessary for the performance of the work set forth in this contract.
SUPERVISION
The Contractor shall provide such adequate superv1s1on as to furnish ongoing
supervision of workmanship and adherence to schedules by the employees performing
the work under contract. The field supervisor or their representative shall check with the
Public Works and Utilities Director or authorized representative weekly as to ( 1)
schedule of work; (2) complaints, and (3) adequacy of performance. The Contractor
shall submit such reports as the City may require ensuring compliance with scheduled
work. The Contractor's field supervisor shall be onsite while work is in progress.
TELEPHONE, ELECTRONIC MAIL, AND EMERGENCY SERVICE CONTACT
INFORMATION
The Contractor shall provide the City at all times throughout the duration of this contract
emergency telephone numbers of at least two (2) qualified persons who can be called
for emergency conditions at any time that Contractor's representatives are not
immediately available at the job site. An alternate emergency number shall be provided
in case no answer is received at the first number. The emergency number shall be
used to contact the representative of the Contractor who can take the necessary action
required to alleviate an emergency condition which threatens to cause damage to any
City property.
In addition, the Contractor shall employ person(s) to answer telephone and e-mail
complaints, requests for service, etc. (an answering service will not be considered
sufficient for this purpose) during normal City working hours. Normal City working hours
are 7:30A.M. to 5:30 P.M., Monday through Friday.
Contractor is required to provide the City with a 24-hour emergency number for contact
outside normal working hours. The response to an emergency call-out by the Contractor
shall not be more than two (2) hours and shall be considered part of the normal contract
except when delayed by problems caused by vehicle accidents or Acts of God.
EMERGENCY MEDICAL FACILITY
The successful proposer is required to provide the City with one (1) copy of an
"Emergency Medical Facility Designation and Procedure Sheet" before a contract is
awarded. On this sheet, the successful proposer must designate a twenty-four (24)
hour emergency medical facility to provide emergency medical treatment/care in the
event of injury to any of the Contractor's employees. It will be the responsibility of the
Contractor's supervisor/lead worker to transport or make arrangements for . th·e
transportation of any injured employee to and from the designated emergency medical
facility or any similar medical facility.
SPECIAL CONTRACT PROVISIONS
SCOPE OF WORK
Work To Be Done
Work to be done consists of furnishing all labor, supervision, methods of processes,
implements, tools, machinery, safety equipment, traffic control, materials and proper
licensing required to identify, · remove, and repair asphalt/crack seal/seal coat
maintenance and repair services in those areas designated by the Public Works and
Utilities Director or authorized representative and to leave the grounds in a neat
condition. This contract covers· the scope of the Asphalt/Crack seal/Seal Coat
Maintenance and Repair Services. Improvement projects shall be bid out separately.
The Contractor shall furnish and maintain records designating exact locations and areas
of maintenance and repairs. Such reports shall be signed by the contractor and the
Public Works and Utilities Director or authorized representative in charge of overseeing
the work. All work for which a progress payment is made shall be reported on and
certified according to the foregoing procedure, and in addition thereto, the Public Works
and Utilities Director, or authorized representative shall certify that the work has been
inspected and was completed to the satisfaction of the City prior to payment by the City.
Authorization of Work
Work will not be performed without prior approval and only as authorized by the Public
Works and Utilities Director or authorized representative.
Progress of Work
Work shall proceed in an orderly manner. Wherever possible, work shall be completely
finished prior to workmen proceeding to the next location. Any exceptions shall be
approved by the Public Works and Utilities Director or authorized representative.
Alterations
The City reserves the right to increase or decrease the quantity of any item or portion of
the work or to omit portions of the work as may be deemed necessary or advisable by
the City. The Public Works and Utilities Director or authorized representative may make
such alterations or deviations, additions to, or omissions from these specifications, as
may be determined during the progress of the work to be necessary and advisable for
the proper completion thereof. Such alterations or deviations, additions or omissions.
shall in no way affect or make void the contract. Upon written order of a Public Works
and Utilities Director or authorized representative, Contractor shall proceed with the
work as increased, decreased or altered.
Acceptance of Work Done
The Public Works and Utilities Director or authorized representative will make
inspections and determine that the work has been completed in all respects in
accordance with these specifications.
Billing Form
Contractor shall provide a billing form and progress payment form approved by the
Public Works and Utilities Director or authorized representative.
METHOD OF WORK
All work shall be performed per the Standard Specifications for Public Works
Construction (Green Book), Latest Edition.
The Contractor shall perform maintenance and repair services as per the City of San
Juan Capistrano Standard Plans as shown on Attachment 5.
The Contractor shall be responsible and shall take necessary precautions to prevent
public trespass into areas of work, until that time that the area is opened again to the
public for their use.
Rubbish and construction debris shall be disposed of to an approved dump site. After
removal operations have been completed, the grounds shall be left in a neat and
presentable condition, satisfactory to the Public Works and Utilities Director or
authorized representative.
The Contractor shall verify the location of all utilities prior to construction, repair or
maintenance, and shall be held liable for all damages incurred due to his operations.
Per City Council Policy 601, an Archeological Monitor is required to be onsite during all
excavations in excess of 18 inches.
The Contractor shall provide traffic control per the MUTCD subject to approval by the
Public Works and Utilities Director or authorized representative.
The Contractor shall monitor freshly placed asphalt for the length of time necessary to
prevent defacing of the asphalt. The Contractor shall be responsible for repairs or
replacement of new asphalt which have been defaced.
The Contractor shall be responsible for the replacement of any pavement markings that
are removed or are no longer visible in the course of the work. The markings shall be
replaced in-kind at the cost of the contractor.
I
I
NPDES Regulations
The Contractor shall comply with all City regulations regarding NPDES (National
Pollution Discharge Elimination System) Requirements and the City's Best Management
Practices. Contractor shall not discharge anything to the storm drain or creek.
Contractor will contain any materials that may potentially reach a City storm drain.
Contractor shall implement the attached Best Management Practices (BMP's) provided
by the City. Contractor will conduct annual training regarding stormwater regulations
and the appropriate BMP's for all employees working at City facilities Contractor shall
provide to the City annually, by July 1, with certification of the required training on
stormwater regulations and the BMP's, and acknowledgement of adherence to these
standards while performing work at the City.
When saw cutting, all water and residue shall be detained and vacuumed prior to
entrance into the storm drain. Vacuumed construction water shall be properly disposed
of. The Contractor is subject to severe fines and penalties should he/she allow
construction water to enter the storm drain or creek system.
During construction the Contractor shall provide street sweeping as necessary to meet
the requirements of the City of San Juan Capistrano National Pollution Discharge
Elimination System Program (NPDES).
Protection of Existing Utilities
The Contractor must take all due precautionary measures to protect all of the existing
utilities. When necessary, the Contractor shall have all utilities located by contacting the
responsible agency at least 48 hours prior to commencing any work. The Contractor's
attention is directed to the one-call utility notification service provided by One Call
Center. Member utilities will provide the Contractor with the locations of their
substructures when given at least 48 hours notice. Such requests should be requested
through One Call Center (1-800-227-2600).
Contract Termination
If at any time, in the opinion of the Public Works and Utilities Director or authorized
representative, Contractor fails to supply suitable equipment, an adequate working
force, or material of proper quality, or shall fail in any respect to perform any work with
the diligence and force specified and intended in and by the terms of the contract, notice
thereof in writing shall be served upon him. Should the Contractor neglect or refuse to
provide means for satisfactory compliance with the contract, as directed by the Public
Works and Utilities Director, within the time specified in such notice, the City in any such
. case shall have the power to terminate all or any portion of the contract.
.. ··············· ..... •• . -· .. -"·
Extra Work
' 1. Extra work will not be performed without prior approval by the Public Works and
Utilities Director or authorized representative unless a condition exists wherein it
appears there is danger of injury to persons or damage to property.
2. Extra work may be required by the Public Works and Utilities Director or
authorized representative as a result of acts of God, vandalism, theft, civil
disturbances, accidents, or improvements.
3. Payment for extra work will be based on actual cost of labor; plus wholesale cost
of materials, plus a markup. Extra services other than those listed shall be
negotiated on a time and material basis with a "not to exceed" amount.
4. The Public Works and Utilities Director or authorized representative is authorized
to approve extra work up to 25 percent (25%) of the annual cost of the
agreement, or reduce the contract amount by up to 25 percent (25%) of the
annual cost of this agreement.
Flow and Acceptance of Water
Surface or other waters may be encountered at various times. The Contractor, by
submitting a proposal, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his proposal accordingly. It shall be the sole
responsibility of the Contractor to protect their work from danger due to any waters
encountered. Should any damage occur to the work due to surfade or other water, the
Contractor shall repair such damage at their expense.
Protection of Private Property
The Contractor must remain within the maintenance areas to the best of his ability. The
Contractor must protect all existing private property.
Protection of Maintenance Areas
Contractor shall protect property and facilities adjacent to the maintenance areas and all
property and facilities within the maintenance areas. After completion of project, the
maintenance area shall be clean and in a presentable condition. All public or privately
owned improvements and facilities shall be restored to their original condition and
location. In the event improvements of the facilities are damaged, they shall be replaced
with new materials equal or better to the original. Contractor shall repair such damage
at their expense.
Nothing herein shall be construed to entitle the Contractor to the exclusive use .of any
public street; way or parking area during performance of the contract work, and
---·········-·--·····---········--·----------------------~-
Contractor shall conduct his operations so as not to interfere with the authorized work of
utility companies or other agencies in such streets, ways or parking areas.
Weekly Reporting
Contractor shall make weekly contact with the Public Works and Utilities Director or
authorized representative to determine work level and effort, as well as maintenance
performance. Contractor shall provide the City with a weekly log sheet showing the
names, dates, and hours worked of all employees for the previous week, on the
following Monday.
Withholding of Payment
If, in the event that inadequacies/deficiencies are determined by the Public Works and
Utilities Director or authorized representative, the Contractor will have 24 hours from the
time such items have been determined to be corrected as necessary. If Contractor fails
to correct within 24 hours, Contractor shall be fined the amount previously determined
at the time of the initial inspection. Deductions from the monthly payment due, for work
not performed, will be based upon the bid worksheets, which are to be submitted at the
time of bid.
Meetings
Contractors shall provide the Public Works and Utilities Director or authorized
representative with a contact person(s) and a phone number to reach the contract
representative at all times, 24 hours per day.
Contractor shall appoint and identify to Public Works and Utilities Director or authorized
representative a "site supervisor." This site supervisor shall meet with staff one (1) time
per week at a time and place agreed upon by both parties for as long as the contract is
in effect to discuss any problems/concerns which may arise and any goals for the
day/week.
STANDARD PLAN DRAWINGS
'/
I
I
I
A'
·UND.ER.2'
oVER. 2' ur
"WMICHSVBlt IS LESS BtiT
NOT LESS TliAN .3S
EXISTING STREET TRENCH DETAIL
SEE S:ailET 2 FOR NOTES
REVISlONS
of San Juan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
Pl.AJ.'l' NO.
700
NOTES:
I. ALL EXCAVATION AND CONSTRUC!iON OPERATIONS SHALLCOMPLYwml THE REQUIRBMllNTS
OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC
CONTROL HANDBOOK (l..KI'EST EDITION).
2. ALL TRENCHES W!UCH ARE TRANSVBRSE OR DIAGONAL TO EXJSTING OR.FUTURE STREE'l'S
(INCLUDING ALL INTERSECTION CROSSINGS). ALL LQNOmlDlNAL TRENCHES IN THE STRilET
WITHIN !.S FilBT OF THE EDGE OF 'JliB GU!'IllR OR EDGE OF CURB IF THERE IS NO GUTI!!R.
3. WHERE SLURRY IS NOT REQUIRED FOR BACKPIIL AND BEDDING "A", CRUSHED
MISCELLANEOUS BASE PER THE STANDARD SPBCIFICATIONS SBCTION 200-2.4 CLASS 2
AOGRE<h\l'E BASE AND UNTRBATBD BASE PER SBCTION200-2 OR400 • 2 $HALL BE USED. ALL
SOIL MATERALS FOR BACKFILL, BEDDING, ANO FILL SHALL BE GRADED PER SECTION200-2 OR
400-2 FREE OF 1) CLAY; 2) GREATER THAN 2 INCH ROCK QR (!RAVEL; 3) DEBRIS; 4) WASTE; 5)
VEGETABLE AND DELETERIOUS MATTER. SATISFACTORY SOIL MATERIAL THAT MAY BB
APPROVED SHALL BE THOSE DEFINED BY ASTMD 2467 AS GW,SP, GM. SM. SW, AND SP.
UNSATISFACTORY SOILS ARE OC. SC. ML. MH, CL, CH, OL, OH, ANO PT.
4. BACKFILL AND COMPAC!'ION METHODS SHALL CONFORM TO SUBSECTION306· 1.3 OF
STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCUON (CURRENT EDITION), EXCEPT
tH:AT 95% MlNIMlJM RELATIVE COMPAC!iON SHALL BE REQUIRED wmliN THE STRUCTURAL
SEC!'ION AND 0.5 FI!BTBELOW IT AND 90% COMPACllONINTHEREMAINDER OF THE BACKFILL ·
ZONll.
5. ALL REFERJlNCES TO SLURRY SHALL MEAN CLASS 100 • E • 100 SANDtCEMilNT SLURRY.
6. ALLA.C. REPLACEMENT REQUIRES TACK COKr ONilXJSTINCl EDGES ANO ASEALCOKr ON TilE
SURFACE.
7. PRIOR TO PLACING BACKFILL, CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION.
8. THE WHEEL OR SAWCUT OF A.C. SHALL BE A STRAIGHT, CLEAN liNE ACCEPTABLE TO THE CITY
ENGINEER. . -.
9. WHERE EXISTING A. C. EXCEEDS O.S FEET IN THICKNESS, ALTI!ll.NATB PAVEMBNT REPLACBMBNT.
THAN REQUIRED HEREON WILL BE SPECJFIED BY THE CITY ENGINJ;!ER.
10. PRIOR TO PERFORMING ANY WORK IN THE PUBUC RIGHT. OF-WAY A PERMIT MUST BE
OBTAINED FROM CITY ENGINEERING DIVISION.
!1. ON ALL HIGHWAYS SHOWN ON THE MASTERPLAN OF HIGHWAYS THEA +B + B SHALL BE OF
WIDTH SUFF!C!BNT ENOUGH TO ACCOMMODATB A SELF· PROPELLED STEEL ROLLER.
12. ALL WORK SHALL CONFORM TO THE "GUIDELINES FOR TRAVELEXCAVKrl'ON;" AlTACHED
HEREI'O.
REVISIONS
City of San Juan Capistrano
EXCAVATION AND.RESURFACING
STANDARD
STANDARD
PLAN NO.
700
SliT 2 OF6
GUIDELJNES FOR TRENCH EXCAVJm.ON
I. A TRm!CillS Dl!FlNBD'AS AN EXCAVATION lNWHlCI!T!IBD!ll'l'HL'l OIUlATBR
THANTllEWIDT!{OFTBBBO'ITOMOFT!lBBXCAVAT!ON. .
AlL TRBNCI!EXCAVAT!ON AND BllLATI!O WORKS!!AU. CONFORM TO SUBSBCnON
306-I OFTHB CI!Rl!BNT BDmDN OF Till! "STANDAJIDSPBCil'ICATJI)NFORP!JBLl'C
WOIIKS CONS'IlWC'I'ION" (STANDARD SPl!Cil'll:ATIONS) AND AS FllR.Tili!R
SPilCIFll!D BELOW: ·
A. MAXIMUM lBNGI'H OF OPENTI!ENCil SHAU.BB 200F!!BTOR TH!lDlSTANCI!
Nl!CESSARY TO ACCOMMODATI!TllBAMOUNT OFPll'l!ABLB TO BB INSTAILI3D IN
A SINGLl! DAY, W1liCilllVBR IS GIUlATllR. .
B.
C. PIIIDR TO COMMl!NClNG WORK ON TillS PROJECT. TllBCON'I'RACTORil'll
SRAILSUBMITTOT!IBCITYPORAFFROVALAPLANANDSCHEDULBOF
CONSTRUC!'IONWBICHWILLMLOWTilBLI!ASTlNCONVll!llENCB'IOT!lBP!JBLl'C
ANDJORRBSID!ll!iTS. lJTlLIIYTI!ENCilBSMUS'!BBBACIIm!.t.EoANDCOMI'ACll!D
OR COVBRBD wmi STilllL PLATES SO THAT ALI•RBSIDBNI'S WlLLHAVBACCBSS '10
TJmiR DRIVBWAYS PRIOR 'IO CONTRACTOR/PERMml!f!LMVING JOB sn:I!llAC!i
DAY. ALL TRBNCI!BS DBilPER THAN O.IS FOOTINROADWAYMUST BB COVBRllD
WITH S'l'EEL PLATl!S OR l'ENCl!D, AS DEIBIIMlNl!tl BYTBB CITY. WilEN LBI'T
OVBRmGHr. ALLPLA:IBS SHAILBB PLAC!lD AND SllCORl!D AGAINST
DlSPLAC!lMBNr IN CONFOQMANCI; WITH Tim PROVISIONS OFTH!l 'WORKARI!A
TRAFFIC CON'IROLI!ANDBOOKPUBL!llBED BY BUILDING NBWS.JNC., LA11!ST
EDrnON'l'BBRllOF. ALL PLATllS PLACED ON Alml!UALillllHWAYS SBALLBB
SllCURilD ALSO BY SPJKllS.
2. BBDDING MATERIALW!I!CH SuPPORTS THE CONDtJrr S!II.LLEJcr!!ND A MlNIMUM
OF I.OFOOT ABOVBTilECONDtJrr AFTERDENSIFlCATION •.
REVlSIONS
City of San Juan Capistrano
EXCAVATION AND RESURFACING
STANDARD
APPR.OVE0UYCtl'YENGINBBiifWIU1AMM.~3J785 DAIB
STANDARD
PLAN NO.
700
WI!EN REQtJlRBD BY '!'BE CITY, TESTS S!IAILBE PERFORMED ON ALLPROPOS!ll) BACKEILL
MATERlAL TO BNsURE tJNlFORM COMPL!ANCB Wfl'H CITY BEQUll\I!MENTS. ANYMATil!UAL TltKr
FAILS ON-SITE TESTING IS SUBJECT TO REMOVAL AND DISPOSALIXrTHE llXPBNSEOFTHE
CONTRACTORIPERMITrE!l.
4. AS STATJ!D IN THE TRENCHING DliDIIL NOTES. BACKPILL AND imoDING M/ll1llliALS SHALL HAVB A
SAND EQU!VAL!lNT (S.EJ AS lll!TBIIMINllD BY TEST METHOD NO. CALlE 217 AND SHALL DB
DENSlFIIID TO A MlNIMtJM RB!.ATIVIl COMPACI"IOII OF90PERCBNT(95 PBRCBNT INTBBCASBOF
SUBPARAGMPH 4B BllLOW) BY THE USB OF MFCHAN1CAL TAMPERS, ROl.lllllS,Pjt VlllRJ(roRS .
API'ROVBD BY THE CI1"Y: "STAMPING" TYP!!EQU!PMBNT SHALL NOTBB USBD t<Ut<llllNS!FYlNU
TllllNCJlBACKI'ILL wrrHOUT PRIOR CITY APPROVAL WHEN THE CONDUIT OR PIPE IS OTl!I!R THAN
BlllNl'ORCBil CONCRI!'I'E ORAS OmBRWISESPECil'lllD BY THE PUBLIC trriLITY COMPANY
STANDARDS. MAmiUAL FOR MECilANlCALLY COMPACTED BACKFILLSHAlLBBPLACilD IN LIFTS
.NOT!m)BBJ)ING 'lll1CKNilSSPS AS SPllCI!iiBD IN SUBSECTJ'ON306 -1,3.2 OPTHE STAIIDARD
SPEClFICA!riONS FOR '!'BE TliPB OFllQllli'MENTUSBD. CLAsS 100-B -100 SAND-CEMEIIl' SLURRY;
MECliANlCAILY MlXBD (llANO MlXJNG IS NOT Al'PROVBD} AND l'LACBD lN CONPORMANCBW!'IH
CITY BEQUlRBMilNTS, MAY BE USBD 'IVllEN APPROVBD BY THE CITY. ·
A. 'l'ES'DNG OFBACKF!LL MATBR1AL SHALL BE PERFORMllD BY THE CONTRACI'ORil'l! AS
BEQIJJRllDBYTIIBC!TYTOENSUREUNIFORMDENSIFICATIDN. APPROVALOPTHETESTRBSUI:rS
FORilACKF!LLMAm!UAL Sl!ALLBB SECURBD FORM THE CIIYP!UOR TO I'LACBMENT OF
P!!RMANBNTBASB OF PAV1l1>'1BNT. ALL TllSTS SHALL DB PBRPORMBD JXrTHEEXPENSE OF THE co~.·
B. WIIERll TRENCH EXCAVATION OCCURS wrrmN llXIS'l'lN(,l PAVEMENT, THE FOLLOWING
CONDmoNSSHALLAPPLY: . .
I. TilE UPPER 0.5 FEET OF SDBGRAOBAND Tim STRUCTURAL sJlCTli>N SHALL BBDENSIFlllD TO A
MINIMUMRBLATIVB COMPACilONOF95 PBRCBNT. THERBMAlNING BACICFJLL SHALL DB
llBNSlFlllD TO A MlNIMilM RBLATIVIl COMPACI10N OF 90 PERCENT.
2. ALL TRENCIIES WIIICHA!!.B TRANSVBRSRORDIAGONAL TO llX!STINGSTRBBTS OR ARE WITHIN
ANINI'llRSBCilON SHALL BE BACICFJLLBD wrrg CLASS 100-B -100 SAND-CEMEN1'SLURRY. WBllN
LONGl'IUDlNAL TRENCIIINGIS PROPOSBD NEARC!lliBS AND GUm!RS, THE WALlS O!ITHE
TRBNCil SHALL NOT BEwrrmN 1.5 FEET OFT!IIlBOOB OFG~R!lDGll OF CURB IFT!ll!Ril!S l'IOGVTl'BR) IF '!'BE TRJlNCB!S JNTHESTR.BBT, NOR WlTHIN 1.5 OF'Illl!BACX OFTHBCURB
IFTHETRENCI!IS JNTBEPARKWAY, UNLESS PRIOR APPROVAL IS OB'Il'JNBD FRDMTHE=~n
WBBNTRENCB WAlLS !.5 FEET OR CI..OSl!R TO THEEDGB OF GUTl'llR (OR BOOB OFCURIIIF.,~
IS NO GUTl'llR)Al!.B APPROVED BY TilE CITY, 'llll!N'Illll Tl!BNCBSI!AILBB BACKFJLLBO wrrH
CLASS IOO·E-100SAND-CJ!MilNTSLURRY.
3. TIIBEXISTING PAVEMEI!IT SIIALL BB CUT ON ALL SIDES 0.5 TO l.~FEBTWIDER THAN 'I'll\\~· .
WIDTB. WBENTHB EDGllOFllXISTING PA~'T!S SOCUT,ALLBXISIJNGPAVEMBN'I' =' """''
'I'IIE-!lDGll OFTHB CUT AND TilE OUTillR SHALLBBRBMOVBD lF!TIS l.ESS TBA1'12.0 FEI!T lN
UNIFORMWIDTB. ALLEDGBS OFIUlCO!IS'rRUCTBD PAVBMBN'C SHAll. BE STRA!!l!IT AND
UNIFORM IFTHB CON'IRACTORII'Il!WlTl'Ell CBOOSBS TO USB A "PAVEMENT BREAKER" FOR
MARKING THB lNlTIAL LIMITS OF'IRENCBEXCAVATION; 'I'IIE.ARBA SO)W!KBD !lUST BE
CONTlNUOUSLYBAlUUCADED TO PRBVENT'l'RAFFICFROMPASSJNGOVER TilE INDBND\TlONS IN
TIIB PAVEMENT, AS WBU.AS TilE AREA IMMllDlATE!X ADIACBNTTOANYEXCAVAIION. SUCB
BARRICADING OR 'l'R.t\Bfi'C CLOSURB, HOW!WER.Sl!ALL COMPLYWITH CON'lllACl'IPilRMIT
T.RAFF!C RBQUIRBMllNTS, AND NOT CONSl:!'I'UTEADDITIONAL CLOSURB. ALL LOOSE
PAVIlMBNT AND OT!lBRDBBR!S SHALL BE !MMEDL'<I'B!X RBMOVBD. PIUOR TO
S!JRFACING OF Tim 'IRBNCII, THE EXISTING PAVllMBNT SHALLBB CUT AS
SPECil'lllD ABOVE. ANY BARRICADJNG SHALL CONFORM TO CITYTRAFI'!C
IUlQUlRll1:.II3 AND PROVISIONS OFTBB "WORJ<:AR.BA T.RAFF!C CONTROL HANDBOOKD.
REVISIONS
of SanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
I
. 4. TRENCHRBSURFAC!NG Sl!AILMXrCH TllllBXISTlNO S1RilllT SVRPACE (/I.e. ORP.C.C.) AND SHALL
Bll 0.! FOOr "III!CKBR THANBXISTING PAVJlM!lNT. Tllll MlNlMUM TH!CJOOlllSBS OFTR!!NCH
!UlSURFAClNG MATJlRlALS SHAlL CONFORM TOT!IB FOLLOWJNG TABLB.
MAJOR. PRIMARY, SllCONDARY AND
· LOCAL STI!BJl"l:S AND ALLEYS COMM\J"l'BR STI!IlJl"l:S (AS SHOWN ON
T!IB crrYMASTBRPLAN OF IIJGHWAYS)
G.3S FOOT A.C.ORP.C.C. OVER 0.50 FOOT A. C. OR P.C.C. O'lllR
0.65 FOOrC12 AD OR CMB 1.00 FOOT CI 2AB OR CMB
OR OR
0.35FOOT A.C. ORP.C.C. OVER. 0.35 FOOT A.C. OR P.C.C. O'lllR CLASS
CLASS lOO·B·lOOSANDCBMBNT SWRilY. 100-B-IOOSAND • CllMllNTSLURI\Y
5. IFTllMPORARY ASPI!Al:r CONCRSTE PAVEMBNT IS l'LACill) IN ANY PAVBMI!NTCUT. IT SHALL HI!
MAlNTAlN1lD FRll1l OF HOLEs, RIJTS 01!. OT!IBRFAJLURBS. TBlS TI1MPORARY PAVJ!MBNT SHAU.BB
RllMOVBD AND D!SPOSBD OF, AND PBRMANBNT ASPHALT CO.'ICl!BT!l !'LACBil wrmiN APlllUOD OF ..
TBN WORKING DAYS OR AS OTHBRWJSBAl'l'ROVED FORl.'UllUC urn..rrY COMPAN!llS, POLLOWING
Tllll ~ OFTIIllTilMI'ORAI!.YPAVllMJlNT. AFTllR RBMOVAL OF TJlMPOIWU' PAVBMENT AND
PRIOR TO PLACI!MBNTOFl'EllMAN!lNT ASPI!Al:r!HBSllllFACB OFTHB SUB<li!ADB. BACK!'JLLOR
BiiBB,ANDBDOilSOFAP.IACBNTPAVEMBN'!"SliALLBEAPPRDVBDl!YTIIllC!TlC 'l"!IISSUB!.'ACB ·
SHAILBBTBSTI!DilNSPBCl'BO FOR COMPACTION,llLEVAT!ON, SVRPACB UNIFORM!TII AND IT SHALL
liB FIRM, HARD AND UN11lllLDING. Tllll !lllGBS OFPAVI!MBNT Slii\LL.lllllNSPBCTllD FOR WIDT!!.
S"l'RAlGI!'rNBS, AND PROI'l!R 'll\CK COAT.
6. IFTIIll~PROPOSESTOOPBNASTI!BJl"l:TOTRAFF!CAFI1lR1'l!llliiANENT
ASPHA!:l' CONCl!B'll! (BAS1l CO!JRSB) HAS BEBNlliSTALLilD IN Tllll TR!lNCH. Btlr l'RIOR TO
INSTALLAT!ONOFTHBF!NALPAV1lMJlNTCOUBsll, Tlll!PAVI!MllN1'sHAILBBMA1N'JliJNllDINSOCBA
MANNilR THAT HOLEs, RUTS, FAJLURilS, AND ABR!JPTCIIANGBS IN !li.JNAT!ONWILL NOT OCCUR. TllB~ SHAILOBTAINAPPROVALFROMTIIllCITYl'RIOR TOOPBN1NQ'I1lll "
STRBBT TO TRAFI'IC Wl'I'IllNTHE UMl.TS OF Tllll1R P!lRMITl"1lD WORK.
7. T!IBF!NALPAVllMBNTCOURSllSHA!LBBMADEINSUCHAMANNHR."l"l!ATITWILLBEFLUSHAND
CONFOI!.M WITHTIIll BXISTING STI!.BET S!JRFACB Tim CO~ Slii\LL OBTAIN
APPROVAL PORMTIIll CITY PRIOR TO PLACING THE FINAL PAVEMllNI' COURSI!.
REVISIONS
of SanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
·······················------~··
8. T!IB crrY GUIDI!L!NBS FORTI!STING BACKFILL MATllR1AJ.. ARE AS FOLLOWS:
A. PRIOR TO TI!ENC!IBXCAVATION, T11B GRADING SAND BQUIVALllNCE(S.B.), AND RBLAnVll
COMPA=ONCtlRVl!OPTIIBPROl'OSBDBACIO'ILLMATllR!ALSIIAILBBDBTBRMJNBDAND
A Cllln'IFICATil OPCOMPLlANCI! PROM A crrY APPROVED SOILS l'llS'I'INO LABORAXORY
Sl!AILBB SlJBMII'l'l!D TO T11B CITY. 'l'Hll Cll'Y MAYRBQUII!l!AllDITIONAL T!!STINO JJ: TIIB
BXPBNSB OP TIIBCON'I'RACTO!liP TOBNSURB UNlPORM COMI1Ll'ANCE AND MAY
ACCEPTORRBlllCfT!IBMATBRIALBASilDU!'ONSUCHTllSTING. t1NSIJ1'llYlLilMATBRIAL
AS DEI'BRMlNilD BYT!IB CITYSHALLB!l RBMOV!lD I'!IOMTHESl'l1! JJ: TIIB!lXI'llNSB 0P
THE CO!ITRAC'I'ORIPilRMITI
B. RBLAT1VECOMPACTJ.0NTBSTSSHALLBBPBRPOBM!lDJJ:INTERVALSNOTEXCillllllNG200
FBBTINLENG'l'l!AND 2.0 FBBT!Nillli'I'H. ANY MAmRIAL 1'BAT PAILS A COMPACl'ION'I'BST
S!!AILBBRI!COMPACI'llDORRBMOVIID'l'OL!Mll'SDI!'I'BRMlNBDBYTIIBCll'Y. ·
9. BAi<rucADBS AND II!APFIC CONTRDLSliALL BBPllRPOI!MllD PER TIIB "WORKARBA
TRAFFIC CONTROL HANDBOOK' PUBLTSHBO BY BtiiLDING NBWS,INC., ua:BSTI!D!TION
T!IBRBOF.
10. ANYFAVBMBNTTRAI'PlCS1'ruP!NGRllMOvEoOROBLl'11!RJallDDUETO
CO!ITRACTORIPBRMITI'BBOFI!R.\XIONS SHALL DB REPLACED BY T11B
CONTRAC'I'Ol!ll'llRMIIMMBDIATELY FOLLOWING FlNALPAVJNGIPATCHING, TO Tim
SATISFA=oN OP TBB CITY. Tll!l CONI'RACI'OI!IFBRMl.TISI!ALL ALSO PROVlDB
TEMPORARY PAVEMENT MARKINGS DURINGCONSTIUJCTIONWHENRl!QUlRI!D BYT!IB
CITY. ON CITY CONTRACl'S THB CONTRACTOR SliALL RESTRIPBAS RBQUll!Bll BYT!IB
SPBCJFICAT!ON.
City of San Juan Capistrano
REVISIONS EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
REVISIONS
I/ /1 I: =AREAOFCONCRl!fBPAVE>.!ENT
TO BE SAWCUT AN~ REPLACED.
---• SAWCUT 2" DEEP
of San Juan
. CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO.
715
NO'I1lS:
TYPICAL EXCAVATION SECTION
SEENOTilZ
1. CONCRETE PAVEMENT Sl!ALL NOT BE CUT wm!OUT PRIOR APPl!OVAL FROM
TliB CITY BNG.INEER.
2. EXCAVATION Sl!ALL AI.SO CONFORM TO THE REQUIRllMENTS OF S1D.FLAN NO..:TJm. . .
3. TilE El'CIENT OF REPAIR OFCONCREI"B CUTS NOT SHOWN ON TillS
STANDARD OR OF CUTS MADE WlTIIIN TIIRBil FEEt OF BXlSnNG PATCHES,
CRACKS OF DBTBRIORAll3Il SLABS Sl!ALLBBDEJ.'!lRMlNBO BYTilB C!IT
BNGlNBBB.
4-AIL CONCRll1'E WORK SHALL CONFORM TO TilE CUI!l!BNTBDITIONOFTHll
S'll\NDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCI'ION AND C!IT
OP SAN JUAN CAPISTRANO STANDARD PLANS.
5. AI.LTRANsv!lRs!!ANDLONGn'UDINALJOJNl'SANDOU'IllaBDGllSOP
PAVllMJlNT WBlC!l:ARB PART OFT!!BREPLACBDCONCRBI'S SHALL BE
EDGED WlTHANEOOINGTOOLHAVlNGARADIDS OPl/4" AND IN
ACCORDANCE wmt CITY sn\NDARD PLANS.
6. REPLACEDCONCRBil!TilicrJOINSASAWEDEDG!!OFTilBBX!STING
PAVEMilNT SHALLBE1'0QLilD.
7. !f~~FC~=~~~THESA!dBSURFACETJlXTt!RB
s.
REVISIONS CONCRE1E PAVEMENT
REPLACEMENT
STANDARD
PLAN NO.
715
PROPOSAL
ASPHALT/CRACK SEAL/SEAL COAT MAINTENANCE AND REPAIR SERVICES
From: Q-e~S A\l)k41~ 1Tv:t
CONTRACTOR
To the Honorable City Council
City of San Juan Capistrano
Gentlemen:
The undersigned, as Proposer, declares that he/she has carefully examined the location
of the proposed work as described, examined the Specifications and General
Provisions, read the Instructions to Proposers, and is familiar with all proposal
requirements, and hereby proposes and agrees, if the proposal is accepted, to complete
said contract in accordance with the Contract Documents for the following:
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair; also, the performance and completion of all the
work in the manner set forth, described and shown in the Specifications for the work.
Contractor will be required to pay for permits on City projects (i.e. encroachment
permits). Contractor may invoice City for reimbursement of actual permit fee(s) only.
All prices quoted shall include removal and disposal of all material, such as, but not
limited to, sludge, grease, water, mud, roots, trash, etc., from the project sites. All
prices quoted shall include traffic control as required by the City. Unit pricing amounts
shall remain in place for the three (3) year term of the agreement
It is anticipated that the chosen Proposer shall commence work on January 1, 2015
(If an individual, so state. If a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the firm: President. Secretary, Treasurer,
and Manager thereof.)
Date \O j1~oh~
I
Title: _=-.,"-"'----,---.----
Company: 13<>'\\ A,,
Business Address: &J..oo S '-Ide <; l-
Sc;,~ \.-A,_, c A-<1n~:."1
State Contractor's License#: U \ '1\1
E-mail: ~tJh"'' @_be~"<t,C6;pi-At.l•I"
Telephone#. 1\'1 -<)'iu-ll•D
EXHIBIT B
I l
I
i ·j
!
l I I
i
I l
FROM:
PROPOSAL-ASPHALT/CRACK SEAL/SEAL COAT
MAINTENANCE AND REPAIR SERVICES
()e"'\ A"rli~
CONTRACTOR
The undersigned, as Contractor, declares that she/he has carefully examined the
location of the proposed work as described, examined the Specifications therefore, read
the Proposal Instructions, and is familiar with all proposal requirements, and hereby
proposes and agrees, if the proposal is accepted, to complete the said maintenance
and repair in accordance with the Contract Documents, for the unit price or lump sum as
follows:
Work to include, but not limited to, se!Vices listed above in or on City owned property
and right of way (i.e. parks, parkways, medians, facilities, parking lots, streets,
sidewalks and open space). Said amount shall include and cover all taxes, overhead
and sub-contract expenses, the furnishing of all materials, the performing of all the labor
required, and the providing of all necessary machinery, tools, apparatus, and other
means of asphalt/crack seal/seal coat maintenance and rep ir. This is a valid and
binding proposal to do all work herein proposed for the prices s t forth above.
Dale lb /1\, h"'
J I SIG
Business Address: "J•~" <;, '-i~\! {\-
<;"'J' h-e ( fr '\) l~ 'I
State Contractor's License #: (.(,\'Ill
Telephone# 1 1'\ ~ \'10-1\\J\l
Further, the undersigned Proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are correct to the b t of his/her knowledge
and that they constitute his/her proposal for the work call d out h
Date lCJ\Il\\'1.
I SIG
Title: --"<:='-'--'f"--'---------
Company: A"fh,ikf."'
Business Address: ')¥"o C '<'"k s >,--
~,\-, A.~ clt 'id-lll'l
State Contractor's License #: U.S, 'i i l
Telephone # I \ 'i -s 'i b-1 l\JIJ
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING-2014 PROPOSER BID SHEET
Asphalt Work~Normal Work Hours (7:30AM TO 5:30PM) S/S,F. year 1 $/S.F. year2 S/S.F. vear 3
Remove and Replace Asphalt (4" thick) Less than lOOS.F. i?o.oo
Remove and Replace Asphalt {4" thick) 101 S.F. ~ 250S.F.
Remove and Replace Asphalt {4" thick) 251 S.F. • 400S.F.
Remove and Reolace Asphalt {4" thick) Over 400 S.F. 1.\D \ .\l0
Total
Asphalt Work~Night Work $/S.F. year 1 $/S.F.year2 $/S.F. vear 3
Remove and Replace Asphalt {4" thick) less than lOOS.F.
Remove and Replace Asohalt {4" thick) 101 S.F.-2SOS.F. lo.w
Remove and Replace Asphalt (4" thick) 251S.F.-400 S.F.
Remove and Replace Asphalt {4" thick) Over400S.F.
Total
Other $/FtYearl $/FtYear2 $/Ft Year 3
Crack Sea! LF. 1. Co 1. Co \.uv .
Slurry Seal Coat S.F. • tO .\ 2.. • i3
REGULAR WORK~ HOURlY RATE S/Hr In Words
Hourly rate, per man, per hour \{() ov "f(". ~ () ,,
NIGHT WORK~ _HOURLY RATE 5/Hr In Words
Hourly rate, per man, per hour, after regular work hours I I~J'' \ \ <::"" \Soc.
EMERGENCY WORK~ HOURLY RATE 5/Hr In Words
Unit Price, per man, per hour For First Two Hours 110'" \ 1\" ' \ 60''
Unit Price, per man, per hour For Each Hour Thereafter
\3,-;;;\ k;pkt~ ,Tk.~,.·················· ·
COMPANY
. 1&(\\;\iq
DATE
·········
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair services; also, the performance and completion
of all the work in the manner set forth, described and shown in the Specifications for the
work. Contractor will not be required to pay for permits on City projects.
It is anticipated that the chosen Proposer shall commence work on Januarv 1. 2015.
(If an individual, so state. If a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the firm: President, Secretary, Treasurer,
and Manager thereof.)
Further, the undersigned proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are correct to the best of his/her knowledge
and that they constitute his/her proposal for the work called out he in.
Date \ c+ '-\1'\
SIGNAT
Name:~~~~~~~~-----
Title: _=-:~+--.--.--;-----~
Company:_L.L:c.~..:....:..:.fdi'"-'.1-'-~ -=}:::.;-V\C-""--
Business Address: ))60 <;,'ide '\1-
~h A, C4 4.}1\)'{
State Contractor's License #: (£, \, 'i \I
Telephone # 'Ji'i.""\'10-1!~\)
STATEMENT OF EXPERIENCE
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
1. List contracts of a similar type -either currently held or held within the past ten (1 0)
years. ·
PERIOD OF
CONTRACT PUBLIC
{FROM/TO) AGENCYICOMPANY
SPC
I
Date \<:-+· \ l'-\
CONTACT NAME
AND PHONE CONTRACT CONTRACT
NUMBER TYPE AMOUNT
" r\.J,J \, ( ~
\ 1\~
SIGNA~~\~~eOR Name: k ~'< •
6s.D I' )
Title:
~'
State Contractor's License#: U,\'iil
Telephone # ]1"<-<:'io-noo
i
I I
I I
I I
I
I ' l
I
I I I
I
[!
' j
I
(
I
I
! ·I
f
~l=l=tK'!F§ Atiiiiii6'JII AS F'HALT, IN C.
LICENSE# 668417
City of Mission Viejo
27204 La Paz Rd.
Mission Viejo, CA 92692
Chris Robinson 949-470-3092
REFERENCE LIST
Annual Routine Maintenance in 2009-2010 for $262,000.00
Annual Routine Maintenance in 2010-2011 for $463,000.00
Annual Routine Maintenance in 2011-2012 for $198,700.00
Annual Routine Maintenance in 2012-2013 for $198,700.00
CityofBrea
Number One Civic Center Circle
Brea, CA 92621-5758
Jerry Mestas 714-990-7691
Annual Maintenance in 2009-2010 for $200,000.00
Annual Maintenance in 2010-2011 for $250,400.00
Annual Maintenance in 2011-20 J 2 for $200,000.00
City of Long Beach
925 Harbor Plaza
Long Beach, CA 90802
Ron 562-590-4172
Port of Long Beach, Paving, Patching, Striping $1,900,360.00 work in progress
2200 S. Yale Street, Santa Ana, CA 92704
Phone 714-540-1700 fax 714-540-1709
I
I
I ! l I I
I
I
LIST OF EQUIPMENT
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
List equipment owned by the quoting firm or sub-contractors that is available for use on
this contract. Provide type, make and model year. Use additional sheets if necessary.
Date \ to\t, \1"
I ' TRACTOR
Name:~~~~c~~--~~~"~-------
Title: c, ·
Company: \b-en's AvL.d 1 L, ·
Business Address: dd(;\) ~ .Yt.\c ~ ~
~&"~ A, ( fr qdl()'i
State Contractor's License #: G(,'~'ill
Telephone # ll'\-(llO-\lou
j
I
I
I ' I I
I
I ·'
ASSET :Ul r'l:: 1_1::1:< _1 Jtsts JVt: TKUCK
188 .!::': '1::' '=-!_ Jf\1 ~TRUCK ::Z_l
54 _:1_91 t:_(:KU
10_, 1 1988.£()RD I N-8000
JOb 1988_FOKU ~-9()()()_ . 1 KUGK IE.
10!! 11! il2 r't I >I<J IVIU 8
11 -u~
Ll ~ ~
_l§! fOK!:'_ ~~!lO()U
115 11990 ISUZU Rf =rN TRK
116 1 ~0 Jr<U
..1r<U L
~oyv
~
lbK74
~ ll_L77S54 1 1 \191)_ t-QR[ 00 , I t'< U(.;K IZQ 53 11999 FIJKL)::; It< 'l:JUIVIt-' '
12· HI>IO ~ I A·
1 LLUUL ~ ~G •0~ ~2 .J.§!9~ ~ tiS ~
128 I 1995J"QBD l:J: ~-9000
129 1995FC lH
1 'FC D L -90 0
FC :L.J
::0::
19E s t-'1::
141 12000 PlJ'<B
143 I 20C >t-'1::
145 2016 r' :I
141 ; p
iF
Ill Jb_l_
Ul~
I "
~c: ib_l_
0 01 ~ IJ: Sb(_
151 20 6J::~:: I J:_ j5j
152 2005 t-'1:: It: o 1
2 15 r' 3ILI
[1 ,,.. ~ILl 1-~---tj~ Gi ::t\[~'o-_1 C:K~
~ ~OC ) S I t:_t:\L,II'IL;>_ t MODI::L 158 200051 JN(:j\Jo'
15 ' 2 113_1:' ~-
1 E Jl" r:E.
1 u~ -c:_,_ !!!: ~88
16" !UOJ Jc: I r 378
1 1995 F()t<
jtsY 120•
~
J1988t IL-< t~J~(=pl~~~tl~t-LI~KI~Li~==========~l5~ 100' ~U_I,: JUL 1
' !98!lFQB_u ~L
101 1 gs FQBD -ROOD
104~
M86E
1006 i ri J LN-JU ~~ ~-A 00
1 o_ \ll .-ts
_1()24 ! 1994 ~ 9000
200 J1995__ford_l!_~ YARD
VJN
\1 I t_2!_
~
(3~
lXONUJ1
~ALt-C
lA
r 1 tsbU
25
48
l4
271
17<1
D154
::..!: 74928
iJ IA2bts10
T >ViiS A1
.21 ~
•XR 82_E:olVA 1 0188
ct:Xrv
'1859
VA3f.>L
12~'7
~ J
l
.I . !
·~
! r ~
j
!
l
i I
I
I
I
!
I l
I
i I
'
j
I
!
I
I
I
1
l
i
'l
I
l
2( 2
2
2001
3n
o·
' 200~ ;fRUNG >EAL
; fERCiNG A!iT:
11 11 FORI) IT,
1! RD F 1~n
i FC J
~ER
Q[)FI
10
14
615
609
liTo
1' -L PING
JR~TRAFFIC TRK
14FoRD
::>0151 oc RD F~
17 FC F-550 pp NG
001 FORD T
Ai" ;<OO fORD
150
S Fl RFr
vI 0 :<OW
0
-4'i0
62
21
J =-4'i0 Ti
621 ~F-:froc Jr
~--~62g_:~l 2m ~ =-' ' 32: ;z, 'ORD =-e TOO''~ ,T,f,~
624 Uvr\
:OOlfcg~i5F-55IfTOOI T 11:
. I=-' .,,
6 i 1' I-ORI: F-55C I
63? ~FORD F-550
i:i:
2
r ~FCIRDF-5i :OCREW c CE
55' :;;; FC R[ I F-450 c::h-CAB
.ullil FORr
•7 FC .0
·ORD <L
eon? ' r-ORb so iii £ ' fORD F-' roO. TROC~<
007 i999F6Ri5f4eO CF TRK
fgQQ oc RD f-250
6(
F-~
_I_ =-:
702 =oRD -2
764 1/!l!l FORD=-350
r URDF-250
7· ;<! 0 ~ D F-3!iO r y
71 2 :':!
72 ( 1! '9 vw l50
ffl . 2007 FORDF-2571
Rn
znn· tD -25C
7?7 D F-35C
-';-21 20MFORDF-15D
2 21 OlFCIRDF-1 :0
oc F-2
=-·
738 '-1E
746 20 I? 'ORD -250
741 ~ "" :;E -tlENz-;;:
I 742 '" 07 JRD I 150
~'~~~~~111Fii!~~~ 5~x:·7 1VA noo _
9~ ~ i78 lYAA 77452
lf F37F1:i~t. 17
15X510tf
;x 317
l!i )7
0
~~
X3l
3
~1
Bl
fW1' 517
Rri19f88 R"""' lsi ~437
I?IT: 34T
~H '">31
35
i1
3030
ru;Ar 745!1
o;_c;, 17
IHI 18[38-ff
8W213S'f
P.<=tJC ;-;-
379?1=
Rl.43 04
-vR90L41 VA5i1':~~
11-UWI '"'
IFI ~322
FDL47K REA1 1
>1-'711 138
'1'
17
17
~-
172
1fDXF mr ~377
1f G34705
1F lt>;<50 i8EB1s?49
1
!Ff'\Y
IFI
11·u
11 F
11-
.,
IY'
·I
-rs~
IF
lr
EA198RR
l7F•
=(
i12
E780 '7
I()
l12
!7EAt3RE>li
-
-
-
-
-
-
l ;
! I
I
I !
I
I
I t
766
768
769
774
783
786
7
8
9
792
793
79·
791
7000
7001
7008
7009
7010
2002 FORD F-250
2003 >RD F-250
19l9 DF-250
l5 F< D EX<
l8 Fl F-450
lOS FORD F-156
2005 FORD F-150
2005 DRD TRUCK~
2005 FC RD F-150 S~
'2006 l-ORD 4C
20011 FORD F-250 CREW , 100
1999 FORD F-250
2006 FC RD F-150
~006FCRD~
H! rvAMERO
~66 CHEV
2007 JKI · F-250
JMO
)(8 < ADI
l11 CHEV
2008 J-UKi
199· R
'-150
) F-250 SO
RD F150
2006 FORD F-150
70 2000 FOR[
7017 2008 JEEP w
7019 2011 T
7021 l-1 '-150
FC )
FORD
2004 F-ORb F-150
7025 2012 NIS 40
7026 012 NISSA ::;t:N IRA
ro2; 012 FORC '550
7( 2! OC : FORD =350
702' 012 FORD F 550
7030 2007 F< RlS ;5,
7031 ::N -R
! I '10A
1 I 115! T tAILER
1997 71~~Aili 2710ATRAII ~R
803 1998: 111)5
804 1' 198 12n5 fRAILER
'L'>LI
c358E
IUUI
Tr31030
124
J54
37
'Y23606
8N12677
10671
12 rJ299
4ni:Kf\AO
11
• .-.... r
TAX14 8
""~
8U773:
26615H1
IU
)C SY
oOB1
N I'P918
IL o1
6VL 0
4134E
1
IWI 8<6
1'
1'
4LWI 17;
IV
8 1! 195 fRAIU NG rK40 T
8 19 l5 BEN'S JIL . SPDR BAR TRAil v
1
L
~" 1992 1155 TRAILER
v•, 1984cn7t.r T
812 1191 I BEN'S Bl RAI~
13 I T RJl 94)~ 95~
1VT8540
.c INI TRA[1N. i332
i LAN[ . 317A TRAILER
11 J6 TRAILKING fK40 TRAILER [4bk8421
1F"
;rou90
u; EBI 12
.EAI 89
11
1 F"'RW1::vv~oK<..;~ J57
TPX· \16009
11
I 193
1 F" 14 g""'oo---1
[t 1::;VVL1 ~LotUU1o~3
11 I NJ-LUI-Li\1
11 536KC87813
1F ~ 544
12437 L3
1 ~tllfbL 146052
JZJIA 1C H68 ~"'---I
oY'
1 : 1 Lf\ts;l;j 1 YE 188351
1GN::;l
IPVV IT
>AJNX: )RI 192<!!
111 KVV ~769!
'11
:v\11 CIV
IFTPWt
lFfNF2Ql
11'
'FW1CF:
rTPW1:
FTRW
N·
N·
Fl 1 ;,·
iLb
18759
i1
!1664
112807
rl\voou11
~f~Li,~i,~
I f\?f\4M
)7
[1 u<>rJ L~
i1FDUF5FTXCEC87914
CA81 1263
TZGT??F
109515
·fiaEf> 0/UU~
5
[1LH17AU i7T1C
IH r.n?R?ZVM09711l1
818 1997 TRAILKING TK40 TRAILER 4KJ8738 1TKC02620VM97100
819 1998 ZIEMAN 2725 TRAILER 1VX3786 1ZCE35A20WZP19799
820 1997 ZIEMAN 2710 TRAILER 1VY6698 1 ZCE35A20VZP19834
821 1998 ZIEMAN 1155 TRAILER 4GH5182 1 ZCT23B29WZP19796
822 1997 ZIEMAN 2710 TRAILER 1VY6699 1ZCE35A27VZP19832
823 1998 LANOOLL 660 TRAILER 1W07605 1LH660UH8W1009216
824 1999 TRAILKING TK40LP TRAILER 1WK5190 ITKC02727XM048607
825 1999 TRAILKING TK40LP TRAILER 4JS2225 1 TKC02729XM048608
826 1999 TRAILKING TK40LP TRAILER 1WF6235 1TKC02720XM048609
827 1999 TRAILKING TK40LP TRAILER 40C1714 1TKC02726YM090400
828 1999 TRAILKING TK40LP TRAILER 4LK7782 1TKC02728YM090401
828 2000 TRAIL FB 4LK7782 1TKC2728YM090401
829 1999 TRAILKING TK40LP TRAILER 40C1713 1 TKC0272XYM090402
830 2001 BENS BUlL T SPOR BAR TRAILE 40C1916 CA908119
831 2000 TRAILKING TK40LP TRAILER 40B2270 1 TKC026271 M07 4455
832 2000 TRAILKING TK40LP TRAILER 40B2854 1TKC026291M074456
833 2000 TRAILKING TK40LP TRAILER 40K8390 1TKC027261 M094971
834 2001 TRAILKING TK40LP TRAILER 1WX7846 1TKC027261M057354
835 2001 TRAILKING TK40LP TRAILER 4KE7822 1TKC027281M057355
836 2001 TRAILKING TK40LP TRAILER 1WX7844 1TKC0272X1 M057356
837 1998 BIG TEX TRAILER 40K8452 16VHX2021 W 1800213
838 2001 TRAILKING TK40LP 40K8401 1TKC026201 M115671
839 2001 TRAILKING TK40LP 40K8382 1TKC026221 M115672
840 2001 BENS BUlL T SPOR BAR TRAILE 4FJ2916 CA908126
841 1996 BEN'S BUlL T SPOR BAR TRAILE 40K8554 CA813248
842 2001 TRAIL KING TK40LP 4AR5138 1TKC026291 M084758
843 2001 TRAIL KING TK40LP 4AR5139 1TKC026231 M084769
844 2002 BENS BUlL T SPOR BAR TRAILE 4BV5156 CA895383
845 2002 BENS BUlL T SPDR BAR TRAILE 1EP8714 CA895384 (CA807224)
844 TRAILER 4BV5156 CA895383
846 2001 CARSON 18 HEAVY TRAILER 40E9603 4HXHD18231 C033643
847 2005 PRO FB 4GZ2409 5BNOG30205W0007 4 7
850 2009 LANOOLL 435B 4JU2518 1LH435UH381B16533
851 2008ZIEMAN 4EX8002 1ZCE26S274Z925510
853 SPEICAL 40B2471 CA725224
854 2000 TRAILER W/POWER WASHER SE588213 AZ262633
855 2007 CARRIER TRAILER 4JJ7828 1 S9G5162170420009
856 2005 SLABACH CABLE CARRIER 5E3SK18N251000191
857 1999 ASPE 4LS3193 2A9LB4543XS037003
858 2007 BIGTX 4LS8215 16VCX182271E47820
859 2000CARSO 40F1885 4HXLS1 02XYC024850
8001 1995 TRAILKING TK40 TRAILER 1VT2085 1TKC02427SM1 09516
8003 1996 TRAILKING TK40 TRAILER 40M7954 1 TKC02420TM083200
981 1994 K W 4Y83114 1 XKDOBOX3RS628655
862 2001 MURRY 4LF8806 1 M9G442051A056130
943 HENSL 1GJ3757 1H9BT2831U1186103
985 INGERSPCON SE79024 288580
986 INGERSPCON SE588170 288581
991 WATER TANK SE534992 3284801
997 1998 HIGHWAY SAFETY ARROWBOA SE534993 1 M9BA09193C570340
9003 2007 SPCNS TANK TRAILER 4JJ3957 CA1003109
9004 CRACKFILL MACHINE SE527294 69040073077799
9019 INGERSPCON SE855062 27 480SUCH218
9022 1980 US NAVY CHAMBEr FORKLIFT 125797
9023 ALLMANO ARROWBOARD SE588236 CA1099685
I
I
I
I I I
I
I
. LIST OF SUBCONTRACTORS/VENDORS
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
Name Address
Date __ l-&-t\\....:~\-\'.1'-"----
Phone Type of Work
SIGN. CTOR
Title: --'~-F---,----,----
Company: \3"""', A.:,~ lo ! ~ 1 Trc
Business Address: 'd~ <. '(c;\, <lr
~.,-k ~ ((/,; "\)1()'1
State Contractor's License #: G(,'t"\ I l
Telephone # /l'i-'1'\0 ~1lm.
i l
I ·J
I .,
I ·j
I I
I ' I
l
I I
I ' J I
I
I
I
' !
CERTIFICATION OF COMPLIANCE
STATE OF CALIFORNIA PREVAILING WAGE LAW REQUIREMENTS
The CITY has been advised that the Prevailing Wages Law applies to the work.
CONTRACTOR shall be responsible for CONTRACTOR's compliance in all respects
with the prevailing wage rates to all the laborers involved, and with California Labor
Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative regulations.
The CITY shall be a third party beneficiary of the forgoing covenant with rights to
enforce the same as against the CONTRACTOR
I, -Jc~" 'S~('Ch~\,"' · , understand that I shall be
responsible for compliance in all respects with the prevailing wage rates to all the
laborers involved, and with California Labor Code Section 1770 et seq., including the
keeping of records required by the provisions of Labor Code Section 1776 and with
implementation of administrative regulations.
Date \oj\L k~
SIGNA
Name:~~~~~~~-------
Title: ~:::.:...!.~':;1------,--------
Company: Dr]\\ NsoL.I ~I r"l
Business Address: '),a~i:> S iclt <J
<;:;.,"~'-~ C,f+. 'i')lD'i
State Contractor's License#: ((,<(. 'i 1]
Telephone # /1'\ ~IJ -ll\lo
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this __ day
of 2014, by and between the City of City of San Juan Capistrano (hereinafter
referred to as the "City") and Hardy & Harper, Inc., (hereinafter referred to as the
"Contractor").
RECITALS:
WHEREAS, City desires to retain the services of Contractor regarding the City's
proposal to provide asphalt, crack seal, and seal coat maintenance and repair services;
and
WHEREAS, Contractor is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Contractor mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Contractor shall consist of those tasks as set
forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there
are any conflicts between the provisions described in Exhibit "A" and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Term.
This Agreement shall commence on January 1, 2015 and continue for a three year
period of time with the option of three (3) one-year extensions. Agreement extensions shall
be based on staff review of the Contractor performance and at the discretion of the City
Manager. The Agreement will terminate on December 31, 2017, unless extended as
provided herein.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed the total
amount in the City's adopted fiscal year operating and capital improvement budget for
asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B",
attached and incorporated herein by reference. There is no guaranteed amount for this
contract by the City to the Contractor. The Contractor may not, dependent upon availability
of projects and/or funding, receive any work. The City shall issue purchase orders equal to
the anticipated Contractor fees on a project basis, which shall constitute the Contractor's
authorization to proceed.
1
ATTACHMENT 2
'I
I
I ' I I ~ I
~ '
I I
! ' I I
I
I
3.2 Method of Payment.
Subject to Section 3.1, Contractor shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period. The City
will pay monthly progress payments based on approved invoices in accordance with this
Section.
Section 4. Independent Contractor.
It is agreed that Contractor shall act and be an independent contractor and not an
agent or employee of City, and shall obtain no rights to any benefits which accrue to City's
employees.
Section 5. Limitations Upon Subcontracting and Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals
and employees were a substantial inducement for City to enter into this Agreement.
Contractor shall not contract with any other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law, without the prior written approval of the City. If Contractor is permitted to
subcontract any part of this Agreement by City, Contractor shall be responsible to City for
the acts and omissions of its subcontractor as it is for persons directly employed. Nothing
contained in this Agreement shall create any contractual relationships between any
subcontractor and City. All persons engaged in the work will be considered employees of
Contractor. City will deal directly with and will make all payments to Contractor.
Section 6. Changes to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Contractor undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested by the City, the Parties
hereto shall execute an addendum to this Agreement setting forth with particularity all
terms of the new agreement, including but not limited to any additional Contractor's fees.
Section 7. Familiaritv with Work and/or Construction Site.
By executing this Agreement, Contractor warrants that: (1) it has investigated the
work to be performed; (2) it has investigated the work site(s), and is aware of all conditions
there; and (3) it understands the facilities, difficulties and restrictions of the work to be
performed under this Agreement. Should Contractor discover any latent or unknown
conditions materially differing from those inherent in the work or as represented by City, it
shall immediately inform the City of this and shall not proceed with further work under this
Agreement until written instructions are received from the City.
Section 8. Time of Essence.
2
-------·----
I
I
l I
I I
I
l
I
I
I
I I
.................................. ·····--·· ·······-·---··-
Time is of the essence in the performance of this Agreement.
Section 9. Compliance with Law.
Contractor shall comply with all applicable laws, ordinances, codes and regulations
of federal, state and local government.
Section 10. Conflicts of Interest.
Contractor covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Contractor.
Section 11. [RESERVED].
Section 12. £RESERVED!.
Section 13. Indemnity.
To the fullest extent permitted by law, Contractor agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including
attorneys' fees, for injury or death of any person, or damages of any nature, including
interference with use of property, arising out of, or in any way connected with the
negligence, recklessness and/or intentional wrongful conduct of Contractor, Contractor's
agents, officers, employees, subcontractors, or independent contractors hired by
Contractor in the performance of the Agreement. The only exception to Contractor's
responsibility to protect, defend, and hold harmless the City, is due to the negligence,
recklessness and/or wrongful conduct of the City, or any of its elective or appointive
boards, officers, agents, or employees.
This hold harmless agreement shall apply to all liability regardless of whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Contractor.
Section 14. Insurance.
On or before beginning any of the services or work called for by any term of this
Agreement, Contractor, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to
the City. Contractor shall not allow any subcontractor to commence work on any
subcontract until all insurance required of the Contractor has also been obtained for the
3
I
I ~ l
~ i I ,,
~ I
I ! 1
I
!
I
I
I I
I
I I
j
I
subcontractor. Insurance required herein shall be provided by Admitted Insurers in good
standing with the State of California and having a minimum Best's Guide Rating of A-Class
VII or better.
14.1 Comprehensive General liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
agreement or the general aggregate limit shall be at l13ast twice the required occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1 ,000,000.00).
14.3 Workers' Compensation.
If Contractor intends to employ employees to perform services under this
Agreement, Contractor shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Contractor shall submit the
insurance certificates, including the deductible or self-retention amount, and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insureds as respects each of the following: Liability arising out of activities
performed by or on behalf of Contractor, including the insured's general supervision of
Contractor; products and completed operations of Contractor; premises owned, occupied
or used by Contractor; or automobiles owned, leased, hired, or borrowed by Contractor.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers.
14.5 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
the coverages reduced, until after thirty (30) days' written notice is given to City, except that
ten ( 1 0) days' notice shall be given if there is a cancellation due to failure to pay a
4
l
!
I ~
! ~I
I
premium.
14.6 Terms of Compensation.
Contractor shall not receive any compensation until all insurance provisions
have been satisfied.
14.7 Notice to Proceed.
Contractor shall not proceed with any work under this Agreement until the
City has issued a written "Notice to Proceed" verifying that Contractor has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days' advance written notice of termination to Contractor.
In addition, this Agreement may be terminated by any party for cause by providing
ten (1 0) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract, then the agreement may be terminated subsequent
to the ten (1 0) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall
be used for delivery of service of process:
To City:
To Contractor:
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Keith Van Der Maaten
Hardy & Harper, Inc.
1312 E. Warner Avenue
Santa Ana, CA 92705
Attn: Steve Kirschner
5
I I I I
I ~
! ~ ~ ! I
i
I
I
I I
I l •
Section 17. Prevailing Wages.
Contractor hereby expressly acknowledges and agrees that the City has not
previously affirmatively represented to the Contractor in writing or otherwise, in a call for
bids or otherwise, that the work to be covered by this Agreement is not a "public work," as
defined in Section 1720 of the Labor Code. Contractor shall indemnify, protect, defend
and hold harmless the City and its officers, employees, contractors and agents, with
counsel reasonably acceptable to City, from and against any and all loss, liability, damage,
claim, cost, expense and/or "increased costs" (including reasonable attorneys' fees, court
and litigation costs, and fees of expert witnesses) which, in connection with the work
contemplated by this Agreement, including, without limitation, any and all public works (as
defined by applicable law), results or arises in any way from any ofthe following: (1) the
noncompliance by Contractor of any applicable local, state and/or federal law, including,
without limitation, any applicable federal and/or state labor laws (including, without
limitation, if applicable, the requirement to pay state prevailing wages and hire
apprentices); (2) the implementation of Section 1781 ofthe Labor Code, as the same may
be amended from time to time, or any other similar law; and/or (3) failure by Contractor to
provide any required disclosure or identification as required by Labor Code Section 1781,
as the same may be amended from time to time, or any other similar law. It is agreed by
the parties that, in connection with the work contemplated by this Agreement, including,
without limitation, any and all public works (as defined by applicable law), Contractor shall
bear all risks of payment or non-payment of prevailing wages under California law and/or
the implementation of Labor Code Section 1781, as the same may be amended from time
to time, and/or any other similar law. "Increased costs," as used in this paragraph, shall
have the meaning ascribed to it in Labor Code Section 1781, as the same may be
amended from time to time. The foregoing indemnity shall survive termination of this
Agreement and shall continue after completion of the work by Contractor.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
6
l
I
I ' ·l
I
I
I
I
I
I
I
I
j
I I
I
I
I I I ,
I
I
I !
i
IN WITNESS WHEREOF, the parties hereto have executed this Agreement.
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO FORM:
Hans Van Ligten, City Attorney
CITY OF SAN JUAN CAPISTRANO
By:---;:-:-----------
Mayor
CONTRACTOR
By:-,---,----,----------
.Contractor
7
I
I
I
I
t
~
I
I !
I
1
I
I
I
l
I
I i
I
!
I ' f
I I
!
[
I i ~
GENERAL PROVISIONS
REQUIREMENTS, PERSONNEL, EQUIPMENT, MATERIALS, AND SUPERVISION
REQUIREMENTS
a) Work will ordinarily be performed between the hours of 7:30AM and 5:30 PM,
Monday through Friday. During emergencies·, work may be required at other
than normal hours. The Contractor must receive the approval of the Public
Works and Utilities Director or authorized representative prior to commencing
work during hours outside those stated above. ·
b) Contractor shall maintain an adequate crew of at least two experienced
employees to perform the service required.
c) Contractor will be required to supply a list of equipment owned and available for
work.
d) Contractor will be required to supply a list of references for similar work
performed.
e) Contractor will be required to supply list of sub-contractors, if applicable.
f) Contractor may be required to supply additional experience references, if
requested by City.
g) Contractor shall provide City with required proof of liability insurance, workman's
compensation insurance, vehicle insurance, and City Business License as noted
in the contract documents.
h) Contractor shall be responsible for Contractor's compliance in all respects with
the prevailing wage rates to all the laborers involved, and with California Labor
Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative
regulations. The City shall be a third party beneficiary of the forgoing covenant
with rights to enforce the same as against the Contractor.
i) Hourly rates and unit prices quoted shall include all safety equipment required.
Traffic control may be required on some sites, and shall be included in quoted
prices.
j) Hourly rates for regular, night, and emergency work shall be for actual time spent
on the job site. No travel time will be paid. ·
k) The Proposal will be awarded based on an analysis of Proposal Prices (for
EXHIBIT A
I I
I
I I
I
I
I
l
I
normal work rates, not emergency or night work rates); Statement of Experience,
Statement of Equipment, List of Sub-ContractorsNendors and all provisions
noted in the Instructions to Proposers and General Provisions and Specifications
sections of the Specification Package. The City may award to one or more
contractors as required to meet its needs.
I) At any time prior to Proposal date, Contractor may inspect City property for
further information, if desired. City representatives will be available to answer
questions.
m) Contractor shall protect any and all private property adjacent to work areas. Any
damage to private property resulting directly or indirectly from Contractor's
actions shall be the responsibility of the Contractor.
n) All employees of Contractor shall wear a uniform or shirt that clearly identifies the
company.
o) Contractor shall supply a list of employee's names, and hours worked on each
da~. ·
p) Contract Termination -If at any time, in the opinion of the Public Works and
Utilities Director, or authorized representative, the Contractor fails to supply
suitable equipment, an adequate working force, or material of proper quality, or
shall fail in any respect to prosecute any work with the diligence and force
specified and intended in and by the terms of the contract, notice thereof in
· writing shall be served upon Contractor. Should Contractor neglect or refuse to
provide means or satisfactory compliance with the contract, as directed by the
Public Works and Utilities Director, or authorized representative, within the time
specified in such notice, the City in any such case shall have the power to
terminate all or any portion of the contract.
PERSONNEL
The Contractor shall use and furnish a workforce necessary for !he satisfactory
performance for the work set forth in this contract.
(a) Contractor's Employees
The Contractor agrees to require his/her employees to present a neat appearance at all
times while engaged in the performance of their duties and maintain good bearing and
deportment toward the public. Should for any reason an employee be unsatisfactory in
the opinion of the Public Works and Utilities Director or authorized representative, the
Contractor, when notified in writing, shall cause that employee to be removed from the
job and replaced by a satisfactory employee.
~
i I
I
I
I
I
l I ! I
I
I
(b) Employee Attire
The Contractor shall require each of his/her employees to adhere to basic standards of
working attire. These are to include uniforms, with the Contractor's company name or
insignia clearly visible, proper shoes and other gear required by State Safety
Regulations, and proper wearing of clothing, which includes that shirts shall be worn at
all times, buttoned and tucked in.
(c) Typical Tasks
Contractor shall supply employees with the skills to perform various semi-skilled. duties
in connection with asphalt forming, laying, and finishing and rolling, grading; operating a
variety of hand and power tools for purposes of maintaining public property and
operating equipment.
(d) Experience
Supervisors/foremen shall have a mm1mum of five (5) years of experience in the
asphalt/crack seal/seal coat maintenance and repair field.
(e) Licenses
Laborers will be required to possess a valid and current California Driver License,
including all insurances, as required by the City.
(f) Knowledge and Abilities
The Contractor's representative shall have a general knowledge of the asphalt
maintenance and repair industry, including suitable experience in the field to perform
the required work in a safe and thoughtful manner.
EQUIPMENT
The contractor shall use and furnish all equipment necessary for the satisfactory
performance of the work set forth in this contract.
(a) Vehicles
Contractor shall display the name of their firm on any/all vehicles used or
otherwise by the Contractor's employees. The firm name shall be in letters
large enough to be easily legible from a distance of fifty (50) feet during the
course of their work.
{b) Maintenance
All equipment used by the Contractor shall be kept in a neat and clean
appearance and maintained in top mechanical condition. All equipment shall
be properly adjusted, from an operational safety standpoint.
(c) Storage of Equipment
The Contractor is required to supply storage for equipment that is used in the
City. Equipment shall not be stored in the public right of way or on any other
City property without written authorization from the Public Works and Utilities
Director or authorized representative.
MATERIALS
The Contractor is required to supply storage for materials that are used in the City.
Material shall not be stored in the public right of way or any other City property without
written authorization from the Public Works and Utilities Director or authorized
representative. The Contractor shall furnish all material, including, but not limited to,
equipment, etc., necessary for the performance of the work set forth in this contract.
SUPERVISION
The Contractor shall provide such adequate superv1s1on as to furnish ongoing
supervision of workmanship and adherence to schedules by the employees performing
the. work under contract. The field supervisor or their representative shall check with the
Public Works and Utilities Director or authorized representative weekly as to ( 1)
schedule of work; (2) complaints, and (3) adequacy of performance. The Contractor
shall submit such reports as the City may require ensuring compliance with scheduled
work. The Contractor's field supervisor shall be onsi!e while work is in progress.
TELEPHONE, ELECTRONIC MAIL. AND EMERGENCY SERVICE CONTACT
INFORMATION
The Contractor shall provide the City at all times throughout the duration of this contract
emergency telephone numbers of at least two (2) qualified persons who can be called
for emergency conditions at any time that Contractor's representatives are not
immediately available at the job site. An alternate emergency number shall be provided
in case no answer is received at the first number. The emergency number shall be
used to contact the representative of the Contractor who can take the necessary action
required to alleviate an emergency condition which threatens to cause damage to any
City property.
In addition, the Contractor shall employ person(s) to answer telephone and e-mail
complaints, requests for service, etc. (an answering service will not be considered
sufficient for this purpose) during normal City working hours. Normal City working hours
are 7:30A.M. to 5:30P.M., Monday through Friday.
Contractor is required to provide the City with a 24-hour emergency number for contact
outside normal working hours. The response to an emergency call-out by the Contractor
shall not be more than two (2) hours and shall be considered part of the normal contract
except when delayed by problems caused by vehicle accidents or Acts of God.
EMERGENCY MEDICAL FACILITY
The successful proposer is required to provide the City with one (1} copy of an
"Emergency Medical Facility Designation and Procedure Sheet" before a contract is
awarded. On this sheet, the successful proposer must designate a twenty-four (24)
hour emergency medical facility to provide emergency medical treatment/care in the
event of injury to any of the Contractor's employees. It will be the responsibility of the
Contractor's supervisor/lead worker to transport or make arrangements for. the
transportation of any injured employee to and from the designated emergency medical
facility or any similar medical facility.
! I . i
i
!
I
I
I !
! !
I
I
SPECIAL CONTRACT PROVISIONS
SCOPE OF WORK
Work To Be Done
Work to be done consists of furnishing all labor, supervision, methods of processes,
implements, tools, machinery, safety equipment, traffic control, materials and proper
licensing required to identify, remove, and repair asphalt/crack seal/seal coat
maintenance and repair services in those areas designated by the Public Works and
Utilities Director or authorized representative and to leave the grounds in a neat
condition. This contract covers · the scope of the Asphalt/Crack seal/Seal Coat
Maintenance and Repair Services. Improvement projects shall be bid out separately.
The Contractor shall furnish and maintain records designating exact locations and areas
of maintenance and repairs. Such reports shall be signed by the contractor and the
Public Works and Utilities Director or authorized representative in charge of overseeing
the work. All work for which. a progress payment is made shall be reported on and
certified according to the foregoing procedure, and in addition thereto, the Public Works
and Utilities Director. or authorized representative shall certify that the work has been
inspected and was completed to the satisfaction of the City prior to payment by the City.
Authorization of Work
Work will not be performed without prior approval and only as authorized by the Public
Works and Utilities Director or authorized representative.
Progress of Work
Work shall proceed in an orderly manner. Wherever possible, work shall be completely
finished prior to workmen proceeding to the next location. Any exceptions shall be
approved by the Public Works and Utilities Director or authorized representative.
Alterations
The City reserves the right to increase or decrease the quantity of any item or portion of
the work or to omit portions of the work as may be deemed necessary or advisable by
the City. The Public Works and Utilities Director or authorized representative may make
such alterations or deviations, additions to, or omissions from these specifications, as
may be determined during the progress of the work to be necessary and advisable for
the proper completion thereof. Such alterations or deviations, additions or omissions.
shall in no way affect or make void the contract. Upon written order of a Public Works
and Utilities Director or authorized representative, Contractor shall proceed with the
work as increased, decreased or altered.
Acceptance of Work Done
The Public Works and Utilities Director or authorized representative will make
inspections and determine that the work has been completed in all respects in
accordance with these specifications.
Billing Form
Contractor shall provide a billing form and progress payment form approved by the
Public Works and Utilities Director or authorized representative.
METHOD OF WORK
All work shall be performed per the Standard Specifications for Public Works
Construction (Green Book), Latest Edition.
The Contractor shall perform maintenance and repair services as per the City of San
Juan Capistrano Standard Plans as shown on Attachment 5.
The Contractor shall be responsible and shall take necessary precautions to prevent
public trespass into areas of work, until that time that the area is opened again to the
public for their use.
Rubbish and construction debris shall be disposed of to an approved dump site. After
removal operations have been completed, the grounds shall be left in a neat and
presentable condition, satisfactory to the Public Works and Utilities Director or
authorized representative.
The Contractor shall verify the location of all utilities prior to construction, repair or
maintenance, and shall be held liable for all damages incurred due to his operations.
Per City Council Policy 601, an Archeological Monitor is required to be onsite during all
excavations in excess of 18 inches.
The Contractor shall provide traffic control per the MUTCD subject to approval by the
Public Works and Utilities Director or authorized representative.
The Contractor shall monitor freshly placed asphalt for the length of time necessary to
prevent defacing of the asphalt. The Contractor shail be responsible for repairs or
replacement of new asphalt which have been defaced.
The Contractor shall be responsible for the replacement of any pavement markings that
are removed or are no longer visible in the course of the work. The markings shall be
replaced in-kind at the cost of the contractor.
I
.1
·l
I ' ~ !
I
-1
I
I ;
i
I
I I I
I
J ' I
NPDES Regulations
The Contractor shall comply with all City regulations regarding NPDES (National
Pollution Discharge Elimination System) Requirements and the City's Best Management
Practices. Contractor shall not discharge anything to the storm drain or creek.
Contractor will contain any materials that may potentially reach a City storm drain.
Contractor shall implement the attached Best Management Practices (BMP's) provided
by the City. Contractor will conduct annual training regarding stormwater regulations
and the appropriate BMP's for all employees working at City facilities Contractor shall
provide to the City annually, by July 1, with certification ofthe required training on
stormwater regulations and the BMP's, and acknowledgement of adherence to these
standards while performing work at the City.
When saw cutting, all water and residue shall be detained and vacuumed prior to
entrance into the storm drain. Vacuumed construction water shall be properly disposed
of. The Contractor is subject to severe fines and penalties should he/she allow
construction water to enter the storm drain or creek system.
During construction the Contractor shall provide street sweeping as necessary to meet
the requirements of the City of San Juan Capistrano National Pollution Discharge
Elimination System Program (NPDES). ·
Protection of Existing Utilities
The Contractor must take all due precautionary measures to protect all of the existing
utilities. When necessary, the Contractor shall have all utilities located by contacting the
responsible agency at least 48 hours prior to commencing any work. The Contractor's
attention is directed to the one-call utility notification service provided by One Call
Center. Member utilities will provide the Contractor with the locations of their
substructures when given at least 48 hours notice. Such requests should be requested
through One Call Center (1-800-227-2600).
Contract Termination
If at any time, in the opinion of the Public Works and Utilities Director or authorized
representative, Contractor fails to supply suitable equipment, an adequate working
force, or material of proper quality, or shall fail in any respect to perform any work with
the diligence and force specified and intended in and by the temns of the contract, notice
thereof in writing shall be served upon him. Should the Contractor neglect or refuse to
provide means for satisfactory compliance with the contract, as directed by the Public
Works and Utilities Director, within the time specified in such notice, the City in any such
case shall have the power to terminate all or any portion of the contract.
! I
I
I
I
! I 'I
I
I
I I
I
i " ~
I
Extra Work
1. Extra work will not be performed without prior approval by the Public Works and
Utilities Director or authorized representative unless a condition exists wherein it
appears there is danger of injury to persons or damage to property.
2. Extra work may be required by the Public Works and Utilities Director or .
authorized representative as a result of acts of God, vandalism, theft, civil
disturbances, accidents, or improvements.
3. Payment for extra work will be based on actual cost of labor; plus wholesale cost
4.
of materials, plus a markup. Extra services other than those listed shall be
negotiated on a time and material basis with a "not to exceed" amount.
The Public Works and Utilities Director or authorized representative is authorized
to approve extra work up to 25 percent (25%) of the annual cost of the
agreement, or reduce the contract amount by up to 25 percent (25%) of the
annual cost of this agreement.
Flow and Acceptance of Water
Surface or other waters may be encountered at various times. The Contractor, by
submitting a proposal, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his proposal accordingly. It shall be the sole
responsibility of the Contractor to protect their work from danger due to any waters
encountered. Should any damage occur to the work due to surfaee or other water, the
Contractor shall repair such damage at their expense.
Protection of Private Propertv
The Contractor must remain within the maintenance areas to the best of his ability. The
Contractor must protect all existing private property.
Protection of Maintenance Areas
Contractor shall protect property and facilities adjacent to the maintenance areas and all
property and facilities within the maintenance areas. After completion of project, the
maintenance area shall be clean and in a presentable condition. All. public or privately
owned improvements and facilities shall be restored to their original condition and
location. In the event improvements of the facilities are damaged, they shall be replaced
with new materials equal or better to the original. Contractor shall repair such damage
at their expense.
Nothing herein shall be construed to entitle the Contractor to the exclusive use .of any
public street; way or parking area during performance of the contract work, and
( -
l
I
I i
I I
-l I
I
f
I
I I
i
l
Contractor shall conduct his operations so as not to interfere with the authorized work of
utility companies or other agencies in such streets, ways or parking areas.
Weekly Reporting
Contractor shall make weekly contact with the Public Works and Utilities Director or
authorized representative to determine work level and effort, as well as maintenance
performance. Contractor shall provide the City with a weekly log sheet showing the
names, dates, and hours worked of all employees for the previous week, on the
following Monday.
Withholding of Payment
If, in the event that inadequacies/deficiencies are determined by the Public Works and
Utilities Director or authorized representative, the Contractor will have 24 hours from the
time such items have been determined to be corrected as necessary. If Contractor fails
to correct within 24 hours, Contractor shall be fined the amount previously determined
at the time of the initial inspection. Deductions from the monthly payment due, for work
not performed, will be based upon the bid worksheets, which are to be submitted at the
time of bid.
Meetings
Contractors shall provide the Public Works and Utilities Director or authorized
representative with a contact person(s) and a phone number to reach the contract
representative at all times, 24 hours per day.
Contractor shall appoint and identify to Public Works and Utilities Director or authorized
representative a "site supervisor." This site supervisor shall meet with staff one (1) time
per week at a time and place agreed upon by both parties for as long as the contract is
in effect to discuss any problems/concerns which may arise and any goals for the
day/week.
! .
I i
I
I
j
I
l
.(
I
I I
I ' I
I "
f
l
I I ~
I
I
~
STANDARD PLAN DRAWINGS
'/
I
A'
·UNDaR2'
OVER2'
EXISTJNG STREET TRENCH DETAIL
SEE SHEET 2 FOR NOTES
REVISIONS
City of San Juan Capistrano.
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PI.A..'<NO.
700
NOI'ES:
I. ALL EXCAVAX!ON AND CONSTRUCITON OPERATIONS SHALL COMPLYWITI{ TilE REQUIREMENTS
OF TilE CALIFORNIA DMSION OF INDUSTRIAL SAFETY AND TilE WORK AREA TRA.FI:'IC
CONTROL HANDBOOK (LATEST EDffiON).
2. ALL TRENCHES WHICH ARB TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS
(INCLUDING ALL INTERSECTION CROSSINGS). ALL LONGITUDINAL TRENCHES IN THE STRllE1'
WITillN 1.5 FEET OF TilE EDGE OF TilE GUTI'ER OR EDGE OF CURB IF TIIERE !S NO GUT'I'ER.
3. WHERE SLURRY !S NOT REQ!JJRED FORBACKFJLL AND BEDDING 'A •, CRUSHBD
MISCELLANEOUS BASE PER THE STANDARD SPECIFICATIONS SECTION 200-2.4 CLASS 2
AGGREGATE BASE AND UN'l'REATI!D BASE FER SECITON200. 2 OR 400 • 2 SHALL BE USED. ALL
SOIL MATERALS FOR BACKFILL, BBDDING, AND FILL SHALL BE GRADBD PER SECTION 200-2 OR
400-2 FlU!E OF 1) CLAY; 2) GREATER THAN 2 INCH ROCK OR GRAVEL; 3) DEBRIS; 4) WASTE; S) .
VEGETABLE AND DELE'l'ERIOUS MATTER. SPJISFACI'ORY SOIL MATERIAL 'I'liM MAY BE
APPROVED SHALL BE THOSE DEFlNEO BY AS1M D 2467 AS OW, SP, GM. SM. SW, AND SP.
UNSATISFACTORY SOILS ARB GC, SC, MI.., MH. CL, CH, OL, OH,AND PT.
4. BACKF.ILL AND COMPACITON METHODS SHALL CONFORM TO SUBSECITON 306 • 1.3 OF
STANDARD SPECIFICAX!ONS FOR PUBUC WORKS CONSTRUC!lON (CURRENTBDffiON), EXCEPr
THAT 95% MlNlMVM RELAX!VE COMPACITON SHALL BB REQUIRED WITHIN TilE STRUCTURAL
SECITON AND O.S FEET BELOW IT AND 90% COMPAC!lONIN TilE REMAINDER OF TilE BACKFlLL
ZONE.
5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS 100 • B • 100 SAND/CEMllNT SLURRY.
6. ALLAC. REPLACEMENT REQO!RES TACK COKr ON EXISTING EDGES AND A SEAL COKr ONT!ll!
SURFACE.
7. PRIOR TO PLACING BACKFJLL, CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION.
8. TIIEWHBELORSAWCUTOFA.C. SHALLBEASTRAIG!IT,CLBANLINEACCEI'TABLETOTIIECITY ENGINEER. ·.
9. WHERBEXrSTING A. C. EXCEEDS 0.5 FEET INTHICKNESS,ALTERNA:mPAVEMENTREPLACEMEN'l'
THAN REQ!JJRED l:lBREONWILL BE SPECJFIED BY THE CITY ENGJN!lER,
10. PRIOR TO PERFORMING ANY WORK IN TilE PUBUC RIGHT. OF. WAY A PERMIT MUST BE
OBTAINED FROM CITY ENGINEERING DIV!SION.
11. ON ALL .!fiGHWAYS SHOWN ON THE MASTERPLAN OF HIGHWAYS THEA+ B + B SHALL BE OF
WIDTH SUffiCIENT ENOUGH TO ACCOMMODATI! A: SELF. PROPELLED STEEL ROLLER.
!2. ALL WORK SHALL CONFORM TO THE "GUlDELINES FOR TRAVEL EXCAVAX!ON;' ATJ'ACHED
HERHTO.
REVISIONS
of San Juan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
GUIDELINES FOR TRENCH EXCAVATION
1. A TRENCH IS iml'oom.ASANBXCAV"'!ON INWinCHTHEDEPI1l!S GREATBR
THAN TilE WIDTH OF THE BO'ITOM OF TilE EXCAVATION. .
ALL TRI!NCHEXCAVATIGN AND RBl.ATBD WORK SHALL CONI'ORMID SUBSBCr!ON
306-1 OFTIIB ClJIUUlNT EDMON OFTIIB "STANDARD SI'EC1F!CATlDNS FOR PUBLIC
WORKS CONSTRUCTION" (STANDARD SPBCIFlCATlONS) AND AS FURTHER
SPllC1FIBD BELOW:
A. MAXIMDMLI!NGT!! OF OPEN TRENCH SHALLBB200 FBBT OR THEDISTJINCB
NBCBSSARY TO ACCOMMODATE TilE AMOUNT OFPIPB ABLBID BB INSTAUBO IN
A SlNGLil DAY, W111CBBVBR!S Gl!1lAm!!. .
B. BBPORB BXCAVATINGANYTRBNCHFIVBFBBT ORMORBINDilPT!I, THE
CONTRACfORIPllRMrrmB SHALL SUBMIT TO THE CITY A!ll!tAJU\l) PLAN
SHOWING TIIBDESroN OF SHORING, BRACING; SLOPJNG OR OTHERPI!()'VJSIONSTO
BB MADB FOR THE WORK!lRS' PRO'l'BCllCIN. TillS PLANMUSTCOMPIIYWITHTHE
RBQUIRI!MBNTS OFTHESTA'Ill OF CALIFORNIA CONS'l'1UJCl'lON SAFBl'\.' ORDBRS.
AimCLE 6, SBC!lON 1540. 1F THIS PLAN VARlBS FROM SHORING SYS'DlM
STANDARDS,ITSl!ALLBBPRJli>ARBDBYARBGISTI!lUlDClVJLENGINBilR. THE
PLAN WILL BB Rl!VJl!WEI)BYTHE CITY PRIOR TOTHBCOMMENCilMBNT OF
EXCAVATION BY TilE Gm.'TRACI'ORIPE1<MlTillB.
2. BEDDING MATilRIAL Wll!C!!SUPPOR!'S T11B CONDUIT SIIALL ElCillND A MlNlMUM
OF !.0 FOOT ABOVBTIIS CONDUIT AF!ERDBNS!FICAT!ON •.
3. PRIOR TO BACKFILLING OFTIIBTl!BNCHBYTHE CON'IRACI'ORIPERMlTtBB TIIB
PROPOSEDBACXFJLLMATERIALMUSTBBAPPROVEDBYT!IEClfi WHEN
RBQllBST.IlD TIIBCONTRACIORIPBRMlTTI!ESIIALLPROVIDBTI!BcrrYwrrHA
CllRTI!'!CATB·OF COMPL!ANCB FROM A SOILS TllSTlNO LABORA10RYAPPROVBD
BY TIIB CITY.
of SanJuan
REviSIONS EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
WilE!! IUlQOIRED BY THll CITY. TBsTS S!IAl.LBE P!!Rl'ORMBD ON ALL PRO!'OSBD BACKFilL
MATERIAL TO llNSlll!E 1JNIPORM COMPLIANCE WIT!! CITY IUlQUIRI3MENT8. ANY MATERIAL THAT
FAILS ON-SITE TBsTlNG IS Stmll!Cl' TO lll!MOVAL AND DISPOSAL KrTBB BXPENSE OFTIIB
CONTRACTOM>llRM!TTE!l. .
4. AS STAnlD IN THE TR!INCHING DETAIL NOTES, BACKFILL AND BEDDING Mll:reR!ALS SHMLHAVB A
~~ BQU!VA!..l!.NT (S.E.) AS D1l'l'l!llMINEO BY TEST M!ITHOD NO. CALIF. 2!7 AND SHAlL BE =»ll'lllD TO A MINIMUMRllLATIVB COMPA=N OF 90 PE.!tCENT (!lSl'!ll!CBNr INTHB CASSOF
SUlll'A!WlRAPH 4l3 BELOW) BY TilE IJSil OFMECRANICAL TAMPERS, ROLL!lRS, OR VIB!I.ATORS
AI'Pl<OVEO BY '!'HI! CilY. "STAMPJNO" TYI'REQUIPM!lNT SHA1.l. NOT BB USED FORDBNSIPYlNG
'l'RllNCHBACKFlLL WirnOVfPR!ORCI!Y APPROVAL WBENTBBCONDUITORI.'Il'B!SO'I'IIBR THAN
RBINFORCED CONCRJn'!l ORAS O'!'I!ERWISESl'BC!PJBD BYTBB l'UBLlCtmLITY COMPANY
S'll\NDAROS. MATmUAL FOR MECHANICALLY COMPACTED BAClCFILL SliALLBRPl.ACBD INI..IFrS
.NOTEXCBBDINGT!IlCI::NllSSBS AS SPllClPmD IN SOBSBC'I'ION 306-1.3.2 OF TilE STANDARD
Sl'llClFlCAl'IOS FOR THE TYPE OFBQlJJPMBNTUSED. CLASS 100 • E -100 SANQ.CEI.Il!Nr SLuru<Y,
MEC!IDIICALLY MlXBD (!lAND MlXlNG IS NOT APPROVED) AND PLACED IN CONFORMANCE WITH
CITY IUlQlJIRilMBNTS, MAYBE USED WHEN APPROVED BY THE CITY. ·
A. 'l'l!STlNG OF BACKFilL MATERIAL S!IAl.L BE PERFORMED BYTBB CONTRA~ AS
RI!QUlRBD BY THE CITY TOENSURB UNIFORM DBNS!l'!CATION. APPROVAL OFTHE'lii!T RES!lCI'S
FOR BACKFlLLMAl'ERIAL SHALL BE SllCURED FORM THE C!l'Y PRIOR TO Ji'1.ACilMllm OF
Pl!aMANENTBASB OF PAVllMBNr. ALL TESTS SHALl. BE PERFORMED IJT!IB EXI'BNSE OF'l'llll
· CONTRACTORIPBBMrl:'l'EE. ..
D. WHERE TRllNCH EXCAVATION OCCtl1lS Win!!N EXISTING PAVEM!lNT, 'lHB FOLLOWING
CONDffiONS SHALL APPLY: . . .
1. 'lHB UPPER 0.5 FEET OF SUBORADBAND Tim STRUCI'URAL SEC!lON S!!AJJ..BEDBNSI!'!BD TO A
MINIMUM IIBLATIVE COMPACllON OP95 PERCENT. THE REMAlNJNO BACKFILL SHAlL BE
nENSIFlllD TO A MINIMUM llllLATlVE COMPAC'l'lllN OF 90 PBRCBNr.
2. ALL TRBNCHI!S WHICH ARE TRANSVERS!l OR DIAGONAL TO EXlS'l'lNGSTREETS OR ARE WITHIN
ANlNI'llRSECI'ION SHALL BE BACKFJLLED WITH CLASS 100 • E • 100 SAN!>CEMENTSLURRY. WHEN
LONGiTUDINAL TRENCHING IS PROPOSED NBAR CURBS AND GUTTERS, 'I'IIB WALLS OF THE
TRENCH SHALL NOT BE W1TH1N 1.S FilET OF TilE EDOE OFGU'!TllR (OREDOE OFC!JRB lF'I'!IIlRB!S
NO Gtm:l!R) IF THE TRI!NCH IS IN'l'HB STI<!lET, NOR W1TlllN 1.5 FDETOFTBBBACKOFTB!l CURB
JFTB!l 'lll!INCHIS !NTIIB PARKWAY,!JNLESS PRIOR APPROVAL IS OBTAINED FROMTBBC!:l'Y.
WHEN '!'RENCH WALLS 1.5 FEET OR CLOSER TO TllBEDOE OF GVfTER (OR EDGE OF CURD lF.'I'!IIlRB
IS NO GU'lTER) ARE APPROVED BYT!!E CITY, TBBNTHE TRllNCHSHALLBB DACKFll.LJll)WITII
CLASS 100· B • 100 SAND-CEMEN'r SLURRY.
3. TilE JlXL'lTING PAVEMENT SHALL BE CUT ON ALL SIDES 0.5 TO t.OFBET WIDER THAN 'lHB TRENCH·
WlDTll. W!1EN Tl!E EDGE OF EXJB'rlNO PAVBMENT!S SO COT. ALL JlXL'lTING PAVEMEN'I'BJl'l'W]lBN
T!IBJlDGE OF THE COT AND THJl GU'lTllR SHALLBE·R!!MOVEO IF fl'IS LESS 'l'!!Al< 2.0 FEET IN
UNIFORM W!DTH. All.lllXJES OF RECONllTRUC!'ED PAVEM!lNT SHALLBB STRAIGHT AND
UNIFORM. IFT!lll CONTRACTOlUI'ERMITt'EE CI!OOSBS TO USB A "PAVBMEN'l' BREAKER" FOR
MAJU:JNG THJllNITlAL LIM1TS OFTRENCH!lXCAVATION; TliE AREA SO MARK!lil ~lUST BE
CONTINUOUSLY BARRICADED TO PREVllNTTRAFF!CFROM PASSING o\IEB. '1'I!ll I!.'Dl!NTAl'IONS IN
'1'I!ll PAVEMEN'I', AS WELL AS TllE ARBAlMMBD.!ATBLYAD1ACENTTO ANY EXCAVATION. SUCH
BARRlCAD!NG OR TAAFFIC a..ostJRll, HOW!!VER. SHALL COMPLYWllli CONTRACf!PBRMlr
TRAFF!C RllQUIRJlMENTS,AND NOT CONS1TIUTE ADDri!ONAL CLOSURB. ALL LOOSE
PAVEM!lNT AND OTHER DEBRIS SllALL BB lMMBDIATilLY REMOVED. PIUOR TO
SURPACJNGOFT!lE TRENCH. TllB EXISTING PAVEMBNT SBALLBE CllT AS
Sl'ECIFIED ABOVE. ANY BA.!UUCADJNG SHALl. CONFORM TO CITY TRAFFIC
IUlQU1RJ3MEN'I'S AND PROV!SIONll OF TilE "WORK AREA TRAFFIC CONTROL
!!ANDBOOI.C'.
REVISIONS
of SanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
. 4. TRENCHRESURFACJNG SHALLMA:rCH TBB BXlll'l'INO srR!ll!T SIJRFACB (A.C. ORP.C.C.) AND SHALL
BE 0.1 Poor TilTClCER UlAN BX!STING PAVEMENT. THE MlNlMUM THICKNI!SS!!S OF TRENCH
RllSUREACINO MAT!lRIAl.S SHALl. CONFORM TO THE FOllOWING TABLE.
MAJOR. !'Jm{ARY, SECONDARY AND
· LOCAL STREBTS AND Al.l..EYS COMMUTBR STR!llnS (AS SHOWN ON
THE CITY MASTER PLAN OFmGHWAYS)
0.35 POOr A.C. ORP.C.C. OVER O.SOFOOT A.C. ORP.C.C. OVER
0.65 FOOT Cl2 AB OR CMB 1.00 FOOTCJ2 AB OR CMB
OR OR
. 0.35 FOOT A.C OR P.C.C. OVER 035 FOOT A .C. OR P.C.C. OVER CLASS
CLASS 100 • B • 100 SAND CEMBNr 100 • B ·100 SAND· CHMBNTSLURRY
SLURRY ·
S. lFTJlMl'ORARY ASPHALT CONCRETE PAVl!MENT IS PLACED IN ANY PAVBMl!Nr CUT. !!'SHALL BE
MA1NTAlNED FRllll OPHOLBS, RUTS OR OTBBRFAILURBS. THIS TllMPORARY PAVI!MBN'f SHAUBB
REMOVED AND OISPOSIID OF, AND PI!RMANBNT ASPHALT CONCI!l!m PLACED wrr!llN APllRIOD OF.
TilN WORX!!IG DAYS ORAS OTBBRWlllllAPPROVBD FOR PUBLIC urn:.rrY COMI'ANlllS,FOLLOWING
THBPLACBM!lNTOFTHBTBMPORARl'PAV!!MBNT. AFTI!RRBMOVALOFTBMPORA!lYPA\IEMBN'fAND
PRIOR TO PLACBMllNT OFl'llRMANI!NT ASFHAI:l' THE SURFACE OFTIIB SUBGRADB, liACKFILLOR
BASB.AND!lOGBSOFADJACllNTPAVllMBNTSHALLBEAPPROVBDBYTHEC!'l'Y: THIS SURFACE ·
SHALL BE TBSTBllllNS?IlCTBD FOR COMPACl'ION, BLBVATION, SURFACE tJNIFORMI'l'Y; AND !I' SHALL
BB FIRM, HARD AND UNYIBLDING. TllB BDGBS OFPAVBMllNT SHAlL BE INSPBCrE!l FOR W1DTH.
STRAIGIITNBSS, AND PROPER TACK COAT.
6. lFTBBC~PROrosESTOOFBNAS'llUlllTTOTRAFF!.CAI'TER.PBRMANENT
ASPHAIX CONCR!n"E (BASE COU!!SE) HAS l3llBN JNSTAUHD lNTHB TRllNCll, Btn' PlUOR TO
lNSTALLATION OFT!lll Fll'IAL PAVllMBNTCOURSB, TllEPAVBM!!NT SHALL BEMAlNI'AlNEO lN SUCH A
MANNER 'l'!lKr HOLES, Rtn'S, FAILURES, AND ABRUPTC!IANOES lN llLEVAT!ONWILLNOTOCCU!t
THE CONTRACTOliiPBRMITTBB SHALL OBTAlN APPROVAL PROM THE CITYPRlllR TO OP!lNING THE '
STREET TO TRAFFIC wrrmNTHB LlM!l'S OPTl!ElltPBRMrr!EJJ WORK.
7. TBl! FINALPAVEI.!BNr COURSE SHALL BBMAOB lN.SUCHAMA.NNBR 'tHAT !I'WlLI:BBFLUSH AND
CONFORM W!THTHE BXISTINGSTRI!I!T SURFACE. THE CciNrRACTORIPBRMriTBB SKALLOBTAlN
APPROVALFORMTHBcrrYPRIOR TOPLACJNGTHBFINALPAVEM!lNTCOURSJ!.
REVISIONS
ofSanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAt'! NO.
700
8. TIIB CITY GUIDBLINBS FOR TESTING BACKFILL MA:rllRJAL ABBAS FOLLOWS:
A. PRIOR TO TRBNca EXCAVM'ION, 'l'H!! GRADING SAND EQUIVALBNCE(S.ll.), AND RELATIVE
COMPACTION CURVE OFTI!B PROPOsED BACKFILL MATERIAL SHA!LllBDBnlRMINliD AND
A C!lRTIFICATBOF COMFLL\NCB FROM A CITY APPROV!ID son.s TBSTING l.ABOI<MORY
SHALL BE SUBMITTBD 'IO 'lHB CITY. Tllll ClTYMAY REQDIRB ADDmoNAL TllSTlNG NI'IHB
EXPENSE OFTIIB CONTRACWRIPBRMlT!'.I!BTO BNSl!RB tJNJFORM C0MPLIANCB AND MAY
ACCE!T ORRlliBCT THE MATBIUAL BASBD Ul'ON SUO! TESTING. UNS1JITABLBMATilRIAL
AS DETBRMINBD BY THE CIIYSHAILBB RBMOVBD FROMTBBSIT!liJ THE!!XPBNSB OF
THE CONTRACTORIPBl!Ml.'I'rnll.
B. RELATIVE COMPACTION TESTS SHALL BB PBRFORMBD NrlNTERVALS NOflll(CI!BDlNG 200
Fl!ETIN LBNOTIIAND 2.0 FEBT INDBPTH. ANY MATBIUAL THAT PAlLS A COMPACI'IONT!!ST
SHALLBERECOMPACliDORREMOVBD'IOLIMITSDEl'm<MlNliDBYmEClTY. ·
9. BAi<rucADES AND 1'llAFFl.C CO!;TJWL SHALL BE PllRFORMBD PER TBB "WORKARBA
TRAFP!C CONTROL HANDBOOK" PUBLJSHBD BY BUILDING NEWS. INC., LATESTEDITIOM
THEREOF.
!0. ANYPAVEMENTTRAFPJC S'IiuPJNG RBMOvBn OR OBLrl1lRAlllD DUB TO
CONTRACTORIPBRMlT!'.IOP!lBATIOMS SHALL BE R!lPLACBn BY TBB
CONTRAC'IORIPI.lRMrrl'EEIMMEOIATEU' FOLLOWING PINALPAVlNGIPNICH!NG, TOT!lll
SATISFACI'ION OF'l'H!! CITY. TilE CONTl<ACTORIPERMl'ITI!B SHALL ALSO PROVIDE
TEMPORARY PAVBMEMT MARKINGS DURING COMSTRUCI'IONW!!BMRBQlllRBD BYT!lll
cnY. OM C!TY CONTRACfS THE CONTRACTOR SHALL RBSTRJPB AS RBQlllRBD BY mE
SPBCJF!CATION.
City of San Juan
REVISIONS EXCAVATION AND RESURFACING
STANDARD
. STANDARD
PLAN NO ..
700 J
.... -• • ( f I ljJ • ·.:.. ~~:.· .... -EXCAVATION 'Iii ,. =AREAOFCONCRBTEPAVE.\!ENT
TO BE SAWCUT AN£?' REPLACED'
---i=l/8"x2"SAWCUT =SAwctiT2" DEEP
REVISIONS
City of San Juan Capistrano
. CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO.
715
NOTES:
TYPICAL EXCAVATION SECTION
SEENOTE2
1. CONCRBTEPAVEMBNTSll'ALLNOTBECL"TWITHOUTPRIORAPPR.OVALFROM
TliB CITY ENGJNEER..
2. BXCAVA:r!ON SHALL ALSO CONFORM TO THE RBQlllREMENTS OF SlD.PLAN
N0..1Qil. .
3. TliB!lliTENT OF RI!PAIR OF CONCRETE CUTS NOT SHOWN ON"IHlS
S11\NDARD OR OF CUTS MADE WITHIN THREE FEET OF EXISTING PATCI!ES •.
CI!ACKS OFDETERIORAT:ED SLABS Sl!AILBB DBrBRMINED :BY"Illll Cl:IT
llNG!NllllR.
4. ALL CONCRETll WORI<Sl!AILCONFORM TO THE CURRENTEDlTION OF THE
STANDARD Sl'llClFICATtoNS FORPUBUC WORKS CONSTRIJCITDN ANDCJ:IT
OF SAN TUAN CAPISTRANO STANDARD PLANS.
S. AIL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTBR.IlOOBS OF
PAVEMBNTWilJC!l:AREPA!ITOFT!IERllPLACEDCONCRETJlS!IALLllE
llOOBO wrrn AN BDGING'!OOL I!AVING A RAOIDS OF 114"" AND IN
ACCORDANCE wrTH CITY Sl"ANDARD PLANS.
6. RBPLAC!!D CONCRJ!Tl! "!"HAT !DINS A SAWED EDGE OF THE llX!STINO
PAVEMBNT SHALL BE TOOLED.
7. RBFLAC!!D CONCRETE SHALL BE FlN1SHED TO TilE SAME SURFACE TElC!t!Rll
AS "!"HAT OF Al>JACBNTllXISTING CONCRET.!l,
8. Till! LlM!rS OFBEMOVAL AND RllPLACl!MBNTINTHE TRAvm.BD WAY Sl!Al.L
BBDETilRMINBDBYTI!l!CITYBNGlNEBR
9. DOWELING MAY BE REQUIRJlO AS DlREC!JlD BY THE CITY BNGlNEBR.
!0. AIL REMOVALS IN CROSS OUl"l"ERS Sl!AILBEALONG EXPANSION OR
WEAKBNED PLANE JOINTS PER STD. PLAN NO.~
REVISIONS
of SanJuan
CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO,
715
I I
I I I
I
I
PROPOSAL
ASPHALT/CRACK SEAL/SEAL COAT MAINTENANCE AND REPAIR SERVICES
To the Honorable City Council
City of San Juan Capistrano
Gentlemen:
The undersigned, as Proposer, declares that he/she has carefully examined the location
of the proposed work as described, examined the Specifications and General
Provisions, read the Instructions to Proposers, and is familiar with all proposal
requirements, and hereby proposes and agrees, if the proposal is accepted, to complete
said contract in accordance with the Contract Documents for the following:
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair; also, the performance and completion of all the
work in the manner set forth, described and shown in the Specifications for the work.
Contractor will be required to pay for permits on City projects (i.e. encroachment
permits). Contractor may invoice City for reimbursement of actual permit fee(s) only.
All prices quoted shall include removal and disposal of all material, such as, but not
limited to, sludge, grease, water, mud, roots, trash, etc., from the project sites. All
prices quoted shall include traffic control as required by the City. Unit pricing amounts
shall remain in place for the three (3) year term of the agreement.
It is anticipated that the chosen Proposer shall commence work on January 1, 2015
(If an individual, so state. If a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the fir : sident, Secretary, Treasurer,
and Manager thereof.) 1-\a.rd.j ~ \itHftr, '!V1C. r(
$e.i f'+!-tlcN\mev'\t A ·
Date oc±o\::t:v la 1 ;:},()ll;\ -::-:-:J.../#,g~~~~~=:---
SIG ATURE OF CONTRACTOR
Name: me \1ir?C-\,Qgv
Title: Vit,.e l?rtwtdoot
Company: Bar&J ~ tt~qw 1 T1oc.
Business Address: !31.2! tai?t WamerAit\I\U-t
Sq.llTi! ,Av•C(, cA 0£10'5
State Contractor's License #: 17115"!59..
E-mail: c \5,· rs<mnt[@¥1rd·J qtd \cv:i rpf!C· CWt
Telephone# 11'1-'1'1'-1-1'651
EXHIBITS
Attachment A
J[arcfy d Jfarper, Inc.
Corporate Officers
Fred T. Maas, Jr., President, Treasurer
phone: (714) 444-1851
Dan T. Maas, CEO, Managing Officer
phone: (714) 444-1851
Steve Kirschner, Vice President
phone: (714) 444-1851
Corey Kirschner, VPO
phone: (714)444-1851
Kristen S. Paulino, Corporate Secretary
phone: (714) 444-1851
1312 E. Warner Avenue
Santa Ana, CA 92705
1312 E. Warner Avenue
Santa Ana, CA 92705
1312 E. Warner Avenue
Santa Ana, CA 92705
1312 E. Warner Avenue
Santa Ana, CA 92705
1312 E. Warner Avenue
Santa Ana, CA 92705
PROPOSAl-ASPHALT/CRACK SEAL/SEAL COAT
MAINTENANCE AND REPAIR SERVICES
FROM: Haoty ~ Ha% ::rrv:.
CONTRACTOR
The undersigned, as Contractor, declares that she/he has carefully examined the
location of the proposed work as described, examined the Specifications therefore, read
the Proposal Instructions, and is familiar with all proposal requirements, and hereby
proposes and agrees, if the proposal is accepted, to complete the said maintenance
and repair in accordance with the Contract Documents, for the unit price or lump sum as
follows:
Work to include, but not limited to, services listed above in or on City owned property
and right of way (i.e. parks, parkways, medians, facilities, parking lots, streets,
sidewalks and open space). Said amount shall include and cover all taxes, overhead
and sub-contract expenses, the furnishing of all materials, the performing of all the labor
required, and the providing of all necessary machinery, tools, apparatus, and other
means of asphaiUcrack seal/seal coat maintenance a repair. This is a valid and
binding proposal to do all work herein proposed fa ces set fa b
Name: ~e \'irr:xloor
Title: Vice &esi dM-1-
Company: l-\:MA·j {furpen Itlc
Business Address: 1?1~ IS~ IJ.)tV!OtlV A•t'?V'Me
m,o-h! Av¥t, u CJ,;?Jos
State Contractor's License #: ¢ 15q 5.?l
Telephone# JIY'4YY-185f
Further, the undersigned Proposer certifies that he/she has thoroughly checked the
figures set forth in ~his proposal, that they are carr ct he b~st. ~ h's nowledge.
and that they constrtute hrs/her proposal for thew o h .
Date 6tmlt)O( \o t?.Dil\ ~~~:.___-
1 SIG ATURE CONTRACTOR
Name: ·Sieve ~jr?c.ir'wrY
Title: \(ire. £res-.ciMt
. Company: 1-\o(&J -~ \:\qr~er:1 I10c.
Business Address: !:310l £a fit WamecAvevtu.e
5aom .Av>q 1 c..A q!Dos
State Contractor's License #: a1 5'i5d.
Telephone # ]11.)-I-IL-M-\X'Si
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING 2014 PROPOSER BID SHEET
As~halt Work~Normal Work Hours {7:30AM TO 5:30PM} ~[S.E. y:ear 1
Remove >nd RenlaCP A<nhalt /4" thkk\ le« than tnn < F ~~
IRemnve anrl n. . " ·1· /4"thickl 101S.F.· 250S.F . c~
I Remove •nd Reol•ce Amh•lt /4" thkk\ 251S.F,. AnnS.F, ~
loemnveanrl 0 ··•· ·• ·'·'• /4"thick)Over400S.F. $"""~
Total '...:'iZ-
AsQhalt WorkRNight Work ~S.F.~earl
IRemove •nd n. I . " ·"·j• /4"thickllessth•nlOOS.F. ~~~
!Remove and Renl>ce A<nhalt 14" thkkl 101" -""' < I~
!oemnvPPnrl Renloce A<nhalt /4"thlck) 251S.F.·400S.F. ~~--
!Remove •nd Renl•ce A<oh•lt /4" thick)' -j~n-
Tnt>l ::';.'1""'
Other
"''V/
Hourly rate, per man, per hour \ \O~
""" "'"' ......
~s.F.year2
1'2-~
tf.':2!i-
rJ-9-.
~~
'!\E.~
~LS.F. year 2
IS~
\0~
"?:p..
7J~,.,
'-1
· vf
fl., ,
:
. :
:
~[S.F. !leer 3
!'t§.$1-
·~
(o:BZ-
s-..Z:. ...
~!':
$[S.F. !le!lr ~
lS'.?
toY..
7Jf2---'1 .z.u
..., (] "'.>"
IV"/,
1-1 S.l
I
Hourly rate, per man, per hour, after regular work hour\i.fF"''o/lf (_ r\\)i\J re..J 'f :I :'\. ii;...r<'
P:>l 1"1 VOII'ff J
' .
.
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair services; also, the performance and completion
of all the work in the manner set forth, described and shown in the Specifications for the
wo.rk. Contractor will not be required to pay for permits on City projects.
It is anticipated that the chosen Proposer shall commence work on January 1, 2015.
(If an individual, so state. If a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the firm: President, Secretary, Treasurer,
and Manager thereof.) HctrJv ~ Httr(W, :fVlt.' Co(p/Xa.l-/01!1
Se-e~A .
Further, the undersigned proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are corr~.to b-~e:st of h. is/her knowledge
and that they constitute his/her proposal for the wor ~~
Date Ocln14er !,e 1 a DILl . ~
SIGNATURE OF CONTRACTOR
Name: Sieve \'lir&t.loner
Title: Vice HesiJM+-
Company: 1-taJ.O~ ~\1ttrper; :1[oc.
Business Address: lola. £q f:zt \\hrnet Avat~vt
fuo+a.Ac4 1 cA 90'705
State Contractor's License#: 015<35.9.
Telephone # ']14-'i'-1'1-\SSI
Attachment A
Jfard'y <:!/, Jfarper, Inc.
Corporate Officers
Fred T. Maas, Jr., President, Treasurer. 1312 E. Warner Avenue
phone: (714} 444=-·=-18:::.:5:.=1 ____ +------=-S=an::.:t=.a.:::An=a,_, C=A=-:.92=.7;...0,_5 ___ --1
Dan T. Maas, CEO, Managing Officer 1312 E. Warner Avenue
phone: (714} 444::_·::-18:::.::5:.::1-:::----+----::-:=:S:;:an::::t;::a-:;A;::n=a,_, C=A=--c-92=-7:..:0-=-5--:~---1
Steve Kirschner, Vice President 1312 E. Warner Avenue
phone: (714) 444::_·.:;.:18:::.::5:.::1 ____ +-----:":S'C'ai":'lt;::a-=:A:,::n=a,_, C::::A=-::-92=.7:..:0_:::.5 ___ --1
Corey Kirschner, VPO 1312 E. Warner Avenue
phone: (714) 444-1851 Santa Ana, CA 92705 ~::.::.=----+------=-~~~'-=C~=.;...----~
Kristen S. Paulino, Corporate Secretary 1312 E. Warner Avenue
phone: (714) 444=-·=-18::.::5:.::1 ____ _,__ ___ --=.S=an=t=a.:::A=:n=a,_, C=A=-:.92=-7'-'0-=-S ___ ____J
------------·------
STATEMENT OF EXPERIENCE
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITIED TO CITY AS -
PART OF QUOTATION.
1. List contracts of a similar type-either currently held or held within the past ten (10)
years. See /lttn.c}\1'\'llMt' S
PERIOD OF
CONTRACT PUBLIC
IFROM/TOl AGENCY/COMPANY
Date Odnimr-!e, 0.61'1
CONTACT NAME
AND PHONE CONTRACT CONTRACT
NUMBER TYPE AMOUNT
I
b
~#g~
SIGNATURE OF CONTRACTOR
Name: 7ttv:£ bir;<:;chY'r:
Title: Vice fre~t
Company: fur&J ~ t\av=per, .:r.vx .
Business Address: IBid. f.a?t 'tdamevAv-tl'llle
Santa A lila 1 C4 '1817 D .5
State Contractor's License #:a 1 5"! 5Cl
Telephone # 7ll:\Ai'-\4-!g51
Annual Maintenance Contracts
Attachment B
Hardy & Harper, Inc.
Owner! Agency
City of Diamond Bar
21825 E. Copley Dr
Diamond Bar, CA 97765
City of Rancho Palos
Verdes
30940 Hawthorne Blvd.
Rancho Palos Verdes,
CA90275
City of Yorba Linda
P.O. Box 87014
Yorba Linda, CA 92885
City of Corona
735 Public Safety Way
Corona, CA 92880
City of Long Beach
Water/Sewer
Department
1800 E. Wardlow Rd.
Long Beach, CA 90807
City of Anaheim
200 Anaheim Blvd.
Anaheim, CA 92805
I
Contact Project
.
Jorge Garcia Sidewalk, Curb & Gutter
j.garcia@diamondbarca.gov $500,000.00
(909)983-7046 07/13-06/16
Ron Dragoo Annual Street
rond@rpv.com Maintenance & Annual
(31 0)544-5252 Slide Repairs
$500,000.00
07/12-06/15
Armondo Jaime Annual On-Call :1
(714)961-7100 Unit Pricing per Project .
07/12-06/15 I
Dave Mundt Annual Maintenance
dave.mundt@ci.corona.ca.us $500,000.00
(951 )23-3537 07/12-06/15
Rachel Davis Annual Asphalt and
(562)570-2393 Concrete Maintenance
$2,500,000.00
03/14-03/17
Greg Ortega Annual Master Service
(714)765-6935 Agreement
Unit Pricing per Project
07/1 0-06/15
City of Irvine Reza Jafari Annual On-Call Asphalt
One Civic Center Plaza rjafari@ci. irvine. ca. us Maintenance Services
P.O. Box 19575 (949)724-7545 $639,141.00
Irvine, CA 92623 06/12-06/15
MCE Corporation Karan Healy Annual Asphalt
City of Bell khealy@mce-corp.com Maintenance Contract
6515 Trinity Court (925)803-4111 06/13-07/15
Dublin, CA 94568
City of Bell
dresendez@cityofbell.com
Saddleback Valley Thomas Finley Bid #11-01
Unified School District t.finley@svusd.org Asphalt Paving Concrete
25631 Peter A. Hartman (949)580-3255 Installation and Repair
Way Services Annual
Mission Viejo, CA 92691 Contract
Unit Pricing per Project
06/11-06/15
City of Mission Viejo Chris Robinson Asphalt/ Concrete
200 Civic Center (949)795-8483 Repairs
Mission Viejo, CA 92691 $598,600.00
City of San Juan Juan Camacho Asphalt! Crack Seal/
Capistrano (949)493-1171 Seal Coat Maintenance
32400 Paseo Adelanto and Repairs
San Juan Capistrano, $1,053,500.00
CA92675 06/11-06/15
City of Temecula Matt Weichec Paving Maintenance
43200 Business Park matt.weichec@cityoftemecula.org Services
Drive (951 )694-6444 $400,000.00
Temecula, CA 92589 07/12-06/17
City of Torrance Davina Buenavista Citywide Sidewalk
20500 Madrona (310) 618-3057 Ramping & Grinding
Torrance, CA 90503 Program
$109,940.00
2014-2015
B
I I
I 1
I
l I
I
f
I
I
I I l
I
I
I I
I I
r
I
Maintenance References
Attachment B
J{arc[y <:1, Jfarper, Inc.
Owner/ Agency Contact
County of Orange John Dean
1750 S. Douglass Rd (714) 955-0241
Anaheim, CA 92806
City of Rancho Palos Verdes Ron Dragoo
30940 Hawthorne Blvd (310) 544-5366
Rancho Palos Verdes, CA
90275
Placentia-Yorba Linda USD Rick Guadarrama
1301 E,. Orange thorpe Ave (714) 985-8440
Placentia, CA 92870
City of Corona Dale Lesinski
400 S. Vicente Ave (951) 739-4820
Corona, CA 92882
City of Mission Viejo Chris Robinson
27204 E. La Paz Rd (949) 795-8483
Mission Viejo, CA 92692
Project
Annual Asphalt Concrete
Pavement Maintenance
$ 1,450,000.00
Annual Roadway Maintenance
$747,600.00
Masonry/Earthmoving/Grading
Various Schools
$ 1,150,000.00
Paving & Asphalt Maintenance
$ 125,000.00
Annual Routine Maintenance
Program for R & R Asphalt
Pavement
$ 751,044.00
Public Works References
2013/2014
Attachment B
Hardy & Harper, Inc.
Owner/ Agency
City of Riverside
3900 Main Street
Riverside, CA 92552
County of Riverside
3525 141" Street
Riverside, CA 92501 I
City of Westminster
8200 Westminster Blvd.
Westminster, CA 92683
County of San Bernardino
825 East Third Street
San Bernardino, CA 92415
Contact
Steve Howard
(951 )826-5708
Trai Nguyen
(951)961-5363
Tuan Pham
tpham@westminster-ca.gov
(714)548-3456
J.D. Gayman
(909)387-7924
Project (Amount &
Completion
Date)
Arterial Streets
Maintenance
$4,444,000.00 03/14
Minor Street Maintenance
Phase 1
$1,543,000.00 04/14
Murrieta Hot Springs Road
$1,305,000.00 04/14
Estelle & Grant Street
Surfacing
$838,000.00 03/14
Brookhurst St.
$1 '116,920,00 12/13
San Bernardino Ave.
$1,577,000.00 06/14
Wagon Train Road
$202,000.00 05/14
Running Springs School
Road
$430,730.00 05/14
---~-
I
--
City of Pasadena Richard Yee Preventive Street
100 N. Garfield Ave. (626)7 44-4643 Maintenance
Pasadena, CA 911 09 $1,558,717.00 06/14
City of Perris Brad Brophy Mapes Road/ Gilmore Road
101 North "D" Street (951 )943-6504 $380,000.00 03/14
Perris, CA 92570
City of La Mirada Gary Sanui Phase 3 Street Rehab
13700 La Mirada Blvd. gsanui@cityoflamirada.org $1,075,484.00 06/14
La Mirada, CA 90638 (562) 943-0131
i
LIST OF EQUIPMENT
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
List equipment owned by the quoting firm or sub-contractors that is available for use on
this contract. Provide type, make and model year. Use additional sheets if necessary.
SIGNATURE OF CONTRACTOR
Name: $tare ljirsdnriec
Title: Vice Pr-e•.iidmt=
Company: \-k(c\•j 1 llq,Cptr1 :Lor.
Business Address: 13!.2l ifq&;;zt lil Jm·vJtlrAVtvlue
Sanm Am, CA qaJo5
State Contractor's License#: 0 16"15::;,
Telephone # 11';-t.;Lll.\--\!65)
Attachment C VEHIC!.E/EQIJ
CARS AND PICKUPS UNDER I TON
TRUCKS 1 TON PLUS
TRAILERS
EQUIPMENT
J:!Q... ru'SCIUPTIO~
418 Ingersoll Air Cmprss PIOO
453 l.eeboy Tack Dist Mdl ~250
459 HSI Solar Pwrd Arrow Board
461 l.eeboy L250 Tack Pat
462 Wacker RS$800 Wlk Bhnd Rllr
464 Iegersoll175 Skid Mnt Cmprss
465 Iegersoll175 Skid Mnt Cmprss
467 Pnutnatic Tire Fork Lift
468 Ingersoll !>D24 Vibratory Roller
473 Bradco Spreader Bar
476 Solar Arrowboard
481 Miller MC650 Curber Mold
483 Essick V30-3E Vibratory Roller
484 Essick V30-3E Vibratory Roller
485 Essick V30-3E Vibratory Roller
488 Indeco MES553 Hammer
492 Amider Solar Arrowboard
497 Ingersoll Air Compressor P185
507 Case Rammer ~2
536 Von ArK Surface Cleaning Tool
537 Breezer Vibratory Plate
538 Breezer Paving Brkr • 60 lbs.
539 Breezer Paving Brkr • 90 lbs.
540 Multi Quip Vib. Plate· MVC90H
541 Multi Quip Vib. Plate· MVC90H
542 Bartell Gas Grinder
543 Electric Dry Vac, Mdl DAASOOOB
544 Bartell SP86-l Cone. Planer
545 8arteiiOPR200B Oust Cllctr
547 Sweepster SB 72 Universal
548 Indeco MES 553 7501b Hmr
549 Meco 40 HP Sow, Mdl M-40FI-26
550 86 Gregor Boat
55! Ingersoll [)1)32 Vibratory Roller
552 Ingersoll 1)[)32 Vibratory Roller
553 B.K. SMZIO Squeege Machine
267I B.K. SMTZOOO Seal Coot Tonk
555 John Deere 644 Wheel loader
556 Fermec Skiplaade.r w/ Hydr. Scrpr
557 Fermec Skiplooder w/ Hydr. Scrpr
558 Multi Quip Vib. Compressor • MQ90
559 John Deere 210LE Wheel Ldr-4X4
564 Hcmm Roller, Model HD090V
565 03 Meeo Nissan 37 hp Saw
············--···-............ "
VEHICL.E/EQU
CARS AND PICKUPS UNDER 1 TON
TRUCKS I TON PLUS
TRAILERS
EQUIPMENT
J::!.Q.... !lESCRIPTIQN
566 Multiquip 4-Stroke RGI!IIIIer
567 Cedarapids CR552 Hot Mix Paver
568 Ingersoll Air Cmprss Pl85WJD
569 John tleere 210LE Wkeel Ldr-4X4
571 Ingersoll Reller, ModeiDD28HF
573 Slurry Tank with Aztec Trciler
574 Wonco Arrowbcard #6
575 John tleere 210LE Landscape Leader
576 John Deere 410G 8ackhce Wkeel Leader
577 Caterpillar Skid Steer, Model #248B
578 Solar Arrowboard #S-182
579 Arrowboord
580 Arrowboord
581 John Deere 210LE Landscape Leader
582 John tleere 210LE Landscape Leader
593 John Deere 210LE Wheel Ldr-4X4
584 Slurry Tank with Axle
585 Hommeroc Mdl HR 60 Hydraulic Brkr (So
586 John Deere 5525 4WD Cob Trcctor
587 450 Skid Steer Loader
588 Ingersoll Rand DD-90HF
589 IngersoiiDD30 Vibratory Roller
590 Ingersoll 01>30 Vibratory Roller
591 ZZ 24" Cold Planer
592 Sweeper Attachment (Broom)
593 Ingersoll Rand DDZ4 Vibratory Roller
594 John Deere 210 LE Landscape Leader
595 Ingersoll Rand 0024 Vibratory Roller
596 Ingersoll Rand DD24 Vibratory Roller
597 Ingersoll Rand DD90HF Roller
598 Ingersoll Rand DD118 Vibrctory Roller
599 Wanco Solar Arrowboord # 18
600 Wonco Solar Arrowboord # 24
601 Wanco Solar Arrowboard # 45
602 Wonco Solar Arrowboord # 61
603 Wanco Solar Arrowboard # 30
604 Wanco Solar Arrowboord # 39
605 Wonco Solar Arrowboord #06
606 Leeboy Paver 8500
607 2009 Cadarapids 552 Spreader
608 09 Caterpillar Skid Steer Loader
609 2010 5300 8abcat Skid-Steer Leader
6!0 Caterpillar Cold Planer 55L PC205
611 Volvo DD24 Roller
LIST OF SUBCONTRACTORSNENDORS
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
Name Address Phone Type of Work
S lv fr 'f 5 e:::f /
I (tJind9/( C.A-'1 ~oh
Name: steve kM:.c.ltlnev:
Title: Vice .P~"e'2ickw±
Company: ~d 'I 1 ~a q>$1 :Inc ,
'
Business Address: l.l'Jl6l G?fzt Mmev,.4vevJue
S:ut.a .Alll~, cA qa1o5
State Contractor's License#: m\l':~1~.
Telephone # "111.\-'::l\.)\\~ 1~5}
CERTIFICATION OF COMPLIANCE
STATE OF CALIFORNIA PREVAILING WAGE LAW REQUIREMENTS
The CITY has been advised that the Prevailing Wages Law applies to the work.
CONTRACTOR shall be responsible for CONTRACTOR's compliance in all respects
with the prevailing wage rates to all the laborers involved, and with California Labor
Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative regulations.
The CITY shall be a third party beneficiary of the forgoing covenant with rights to
enforce the same as against the CONTRACTOR.
I, fitev e }'\ j csc.loVJeV" , understand that I shall be
responsible for compliance in all respects with the prevailing wage rates to all the
laborers involved, and with California Labor Code Section 1770 et seq., including the
keeping of records required by the provisions of Code Sectio 1 and with
implementation of administrative regulations.
SIGNATURE OF CONTRACTOR
Name: <.;ttve \S McklVJev
Title: Vit.e f\t<SiclfV'rt
Company: \:\o.rA.I ~ \ia.¥'per 1::J:!Qc.
Business Address: li31Cl Eiabt'l\hmevAvenur
~cln. ,Avw,1 CA 9/il1Do
State Contractor's License#: 81 15&J'S.g
Telephone # /11:1-lji.JL\-1851
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this __ day
of , 2014, by and between the City of City of San Juan Capistrano (hereinafter
referred to as the "City") and Quickel Paving, Inc., (hereinafter referred to as the
"Contractor").
RECITALS:
WHEREAS, City desires to retain the services of Contractor regarding the City's
proposal to provide asphalt, crack seal, and seal coat maintenance and repair services;
and
WHEREAS, Contractor is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Contractor mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Contractor shall consist of those tasks as set
forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there
are any conflicts between the provisions described in Exhibit "A" and those provisions
contained within this Agreement, the provisions in this Agreement shall controL
Section 2. Term.
This Agreement shall commence on January 1, 2015 and continue for a three year
period of time with the option of three (3) one-year extensions. Agreement extensions shall
be based on staff review of the Contractor performance and at the discretion of the City
Manager. The Agreement will terminate on December 31, 2017, unless extended as
provided herein.
Section 3, Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed the total
amount in the City's adopted fiscal year operating and capital improvement budget for
asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B",
attached and incorporated herein by reference. There is no guaranteed amount for this
contract by the City to the Contractor. The Contractor may not, dependent upon availability
of projects and/or funding, receive any work. The City shall issue purchase orders equal to
the anticipated Contractor fees on a project basis, which shall constitute the Contractor's
authorization to proceed.
1 '"'TIACHMENT 3
·I
I
I
l
I I
I
! I
I I
3.2 Method of Payment.
Subject to Section 3.1, Contractor shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period. The City
will pay monthly progress payments based on approved invoices in accordance with this
Section. ·
Section 4. Independent Contractor.
It is agreed that Contractor shall act and be an independent contractor and not an
agent or employee of City, and shall obtain no rights to any benefits which accrue to City's
employees.
Section 5. Limitations Upon Subcontracting and Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals
and employees were a substantial inducement for City to enter into this Agreement.
Contractor shall not contract with .any other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law, without the prior written approval of the City. If Contractor is permitted to
subcontract any part of this Agreement by City, Contractor shall be responsible to City for
the acts and omissions of its subcontractor as it is for persons directly employed. Nothing
contained in this Agreement shall create any contractual relationships between any
subcontractor and City. All persons engaged in the work will be considered employees of
Contractor. City will deal directly with and will make all paymentsto Contractor.
Section 6. Changes to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Contractor undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested bytheCity, the Parties
hereto shall execute an addendum to this Agreement setting forth witn.particularity all
terms of the new agreement, including but not limited to any additional. C~ntractor's fees ..
Section 7. Familiarity with Work and/or Construction Site.
By executing this Agreement, Contractor warrants that: (1) it has investigated the
work to be performed; (2) it has investigated the work site(s), and is aware,()f all conditions
there; and (3) it understands the facilities, difficulties and restrictions ofithe work to be
performed under this Agreement. Should Contractor discover any latent or unknown
conditions materially differing from those inherent in the work or as represented by City, it
shall immediately inform the City of this and shall not proceed with further work under this
Agreement until written instructions are received from the City.
2
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
Section 9. Compliance with Law.
Contractor shall comply with all applicable laws, ordinances; codes and regulations
of federal, state and local government.
Section 10. Conflicts of Interest.
Contractor covenants that it presently has no interest and shall not acquire any
. interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No p"'rlif,ln having such
interest shall be employed by or associated with Contractor.
Section 11. [RESERVED].
Section 12. [RESERVED].
Section 13. Indemnity.
To the fullest extent permitted by law, Contractor agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including
attorneys' fees, for injury or death of any person, or damages of any n~ture, including
interference with use of property, arising out of, or in any way connected with the
negligence, recklessness and/or intentional wrongful conduct of Contractpr, Contractor's
agents, officers, employees, subcontractors, or independent contractors hired by
Contractor in the performance of the Agreement. The only exception to Contractor's
responsibility to protect, defend, and hold harmless the City, is due to the negligence,
recklessness and/or wrongful conduct of the City, or any of its elective or appointive
boards, officers, agents, or employees.
i
This hold harmless agreement shall apply to all liability regardlesssof whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Contractor.
Section 14. Insurance.
On or before beginning any of the services or work called for by <¥!Y term. of this
Agreement, Contractor, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to
3
the City. Contractor shall not allow any subcontractor to commence work on any
subcontract until all insurance required of the Contractor has also been obtained for the
subcontractor. Insurance required herein shall be provided by Admitted Insurers in good
standing with the State of California and having a minimum Best's Guide Rating of A-Class
VII or better.
14.1 Comprehensive General Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1 ,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is !-!Sed, either the
general aggregate limit shall apply separately to the work to be perfo~ed under this
agreement or the general aggregate limit shall be at least twice the requ!T.ed occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1 ,000,000.00).
14.3 Workers' Compensation.
If Contractor intends to employ employees to perform services under this
Agreement, Contractor shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Contractor shall submit the
insurance certificates, including the deductible or self-retention amount; and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insureds as respects each of the following: Liability arising out of activities
performed by or on behalf of Contractor, including the insured's general. supervision of
Contractor; products and completed operations of Contractor; premises owned, occupied
or used by Contractor; or automobiles owned, leased, hired, or borrowed by Contractor.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers.
14.5 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
4
l
I I
I !
I
I
the coverages reduced, until after thirty (30) days' written notice is given to City, except that
ten (10) days' notice shall be given if there is a cancellation due to failure to pay a
premium.
14.6 Terms of Compensation.
Contractor shall not receive any compensation until all insurance provisions
have been satisfied.
14.7 Notice to Proceed.
Contractor shall not proceed with any work under this Agreement until the
City has issued a written "Notice to Proceed" verifying that Contractor has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days' advance written notice of termination to Contractor.
In addition, this Agreement may be terminated by any party for cause by providing
ten (10) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract, then the agreement may be terminated subsequent
to the ten (10) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall
be used for delivery of service of process:
To City:
To Contractor:
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Keith Van Der Maaten
Quickel Paving, Inc.
27071 Cabot Road #130
Laguna Hills, CA 92653
Attn: Dan Quickel
5
I
I I
Section 17. Prevailing Wages.
Contractor hereby expressly acknowledges and agrees that tJil City has not
previously affirmatively represented to the Contractor in writing or ... oth ... enfie· ' ••· .. ·. , in a caJI.for
bids or otherwise, that the work to be covered by this Agreement isnot'a1flblic work," as
defined in Section 1720 of the Labor Code. Contractor shall incl~mnify,Jirotect, defend
and hold harmless the City and its officers, employees, contractors a~d agents, with
counsel reasonably acceptable to City, from and against any and all loss, liability, damage,
claim, cost, expense and/or "increased costs" (including reasonable attorneys' fees, court
and litigation costs, and fees of expert witnesses) which, in connection with the work
contemplated by this Agreement, including, without limitation, any and all ~ublic works (as
defined by applicable law), results or arises in any way from any of the fdjlowing: (1) the
noncompliance by Contractor of any applicable local, state and/orfedera,Haw, including,
without limitation, any applicable federal and/or state labor laws. (inciJuding, without
limitation, if applicable, the requirement to pay state prevailing ~ges and hire
apprentices); (2) the implementation of Section 1781 of the Labor Code, a.~ the same may
be amended from time to time, or any other similar law; and/or (3) failure bY Contractor to
provide any required disclosure or identification as required by Labor Cod!') Section 1781,
as the same may be amended from time to time, or any other similar law:dt is agreed by
the parties that, in connection with the work contemplated by this Agreement, including,
without limitation, any and all public works (as defined by applicable law), Contractor shall
bear all risks of payment or non-payment of prevailing wages under California law and/or
the implementation of Labor Code Section 1781, as the same may be am~nded from time
to time, and/or any other similar law. "Increased costs," as used in this paragraph, shall
have the meaning .ascribed to it in Labor Code Section 1781, as thec.same may be
amended from time to time. The foregoing indemnity shall survive termination of this
Agreement and shall continue after completion of the work by Contractor,
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding p~rformance or
interpretation of this Agreement, the dispute shall be resolved by binding albitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
6
IN WITNESS WHEREOF, the parties hereto have executed this Agreement
CITY OF SAN JUAN CAPISTRANO
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO FORM:
Hans Van Ligten, City Attorney
By:-;~------'---
Mayor
CONTRACTOR
By:---:::---;---:-------~
Contractor
7
GENERAL PROVISIONS
REQUIREMENTS
a) Work will ordinarily be performed between the hours of 7:30 ANt%ar1a 5:30 PM,
Monday through Friday. During emergencies, work may be at other
than normal hours. The Contractor must receive the the Public
Works and Utilities Director or authorized representative prior mencing
work during hours outside those stated above.
b) Contractor shall maintain an adequate crew of at least ·
employees to perform the service required.
c) Contractor will be required to supply a list of equipment owneaL.ar .~avail;;tble for
work.
d) Contractor will be required to supply a list of references
performed.
f) Contractor may be required to supply additional experience refJall:lll!
requested by City.
g) Contractor shall provide City with required proof of liability msun•m
compensation insurance, vehicle insurance, and City Busine.ss
in the contract documents.
h) Contractor shall be responsible for Contractor's compliance.
the prevailing wage rates to all the laborers involved, and Vlril:hS~~~
Code Section 1770 et seq., including the keeping of all ...,r,,ni~"'""
provisions of Labor Code Section 1776 and the im1Jie1mentirta
regulations. The City shall be a third party beneficiary of the fof!lctij11g
with rights to enforce the same as against the Contractor.
i) Hourly rates and unit prices quoted shall include all safety
Traffic control may be required on some sites, and shall
prices.
j) Hourly rates for regular, night, and emergency work shall be
on the job site. No travel time will be paid.
k) The Proposal will be awarded based on an analysis of PrctPo:s;;
EXHIBIT A
. normal work rates, not emergency or night work rates); Statement of Experience,
Statement of Equipment, List of Sub-ContractorsNendors and provisions
noted in the Instructions to Proposers and General Prc1vision:s ~nc
sections of the Specification Package. The City may aWCifqE
contractors as required to meet its needs.
I) At any time prior to Proposal date, Contractor may inspec::f;'!:;i
further information, if desired. City representatives will oe.am1u:
questions.
m) Contractor shall protect any and all private property adjacent
damage to private property resulting directly or indirectly
actions shall be the responsibility of the Contractor.
n) All employees of Contractor shall wear a unifom1 or shirt
company.
o) Contractor shall supply a list of employee's names, and h911f~:VI
d•e. ·
p) Contract Termination -If at any time, in the opinion of the Works and
Utilities Director, or authorized representative, the Contractor ~ils to supply
suitable equipment, an adequate working force, or material · quality, or
shall fail in any respect to prosecute any work with the and force
specified and intended in and by the tem1s of the r.nr•t.-..•'lt
· writing shall be served upon Contractor. Should c,o:~~~~~J1
provide means or satisfactory compliance with the
Public Works and Utilities Director, or authorized re~1resren1~1
specified in such notice, the City in any such case sm••~om
terminate all or any portion of the contract.
PERSONNEL.
The Contractor shall use and furnish a workforce
perfom1ance for the work set forth in this contract.
(a) Contractor's Employees
The Contractor agrees to require his/her employees to present a nee1t'a1ot
times while engaged in the performance of their duties and maintain go1ol'be:aril1g
deportment toward the public. Should for any reason an employee be
the opinion of the Public Works and Utilities Director or authorized re~1reji>9r1ta1:ive
Contractor,. when notified in writing, shall cause that employee to be rAnniii~rerl
job and replaced by a satisfactory employee.
(b) Employee Attire
The Contractor shall require each of his/her employees to adhere to basic standards of
working attire. These are to include uniforms, with the Contractor's company name or
insignia clearly visible, proper shoes and other gear required by State Safety
Regulations, and proper wearing of clothing, which includes that shirts shall be worn at
all times, buttoned and tucked in.
(c) Typical Tasks
Contractor shall supply employees with the skills to perform various semi-skilled duties
in connection with asphalt forming, laying, and finishing and rolling, grading; operating a
variety of hand and power tools for purposes of maintaining public property and
operating equipment.
(d) Experience
Supervisors/foremen shall have a m1mmum of five (5) years of experience in the
asphalt/crack seal/seal coat maintenance and repair field.
(e) Licenses
Laborers will be required to possess a valid and current California Driver License,
including all insurances, as required by the City.
{f) Knowledge and Abilities
The Contractor's representative shall have a general knowledge of the asphalt
maintenance and repair industry, including suitable experience in the field to perform
the required work in a safe and thoughtful manner.
EQUIPMENT
The contractor shall use and furnish all equipment necessary for the satisfactory
performance of the work set forth in this contract.
(a) Vehicles
Contractor shall display the name of their firm on any/all vehicles used or
otherwise by the Contractor's employees. The firm name shall be in IEltters
large enough to be easily legible from a distance of fifty (50) feet during the
course of their work.
(b) Maintenance
All equipment used by the Contractor shall be kept in a neat and clean
appearance and maintained in top mechanical condition. All equipment shall
be properly adjusted, from an operational safety standpoint.
(c) Storage of Equipment
The Contractor is required to supply storage for equipment that is used in the
City. Equipment shall not be stored in the public right of way or on any other
City property without written authorization from the Public Works and Utilities
Director or authorized representative.
MATERIALS
The Contractor is required to supply storage for materials that are used in the City.
Material shall not be stored in the public right of way or any other City property without
written authorization from the Public Works and Utilities Director · or authorized
representative. The Contractor shall furnish all material, including, but not limited to,
equipment, etc., necessary for the performance of the work set forth in this contract.
SUPERVISION
The Contractor shall provide such adequate supervrsron as to furnish ongoing
supervision of workmanship and adherence to schedules by the employees performing
the work under contract. The field supervisor or their representative shall check with the
Public Works and Utilities Director. or authorized. representative weekly as to (1)
schedule of work; (2) complaints, and (3) adequacy of performance. The. Contractor
shall submit such reports as the City may require ensuring compliance with scheduled
work. The Contractor's field supervisor shall be onsite while work is in progress.
TELEPHONE, ELECTRONIC MAIL, AND EMERGENCY SERVICE CONTACT
JNFORMA TION
The Contractor shall provide the City at all times throughout the duration of this contract
emergency telephone numbers of at least two (2) qualified persons who can be called
for emergency conditions at any time that Contractor's representatives are not
immediately available at the job site. An alternate emergency number shall be provided
in case no answer is received at the first number. The emergency number shall be
used to contact the representative of the Contractor who can take the necessary action
required to alleviate an emergency condition which threatens to cause damage to any
City property.
In addition, the Contractor shall employ person(s) to answer telephone and e-mail
complaints, requests for service, etc. (an answering service will not be considered
sufficient for this purpose) during normal City working hours. Normal City working hours
are 7:30A.M. to 5:30 P.M., Monday through Friday.
I
I I
I
I
I
I
Contractor is required to provide the City with a 24-hour emergency number for contact
outside normal working hours. The response to an emergency call-out by the Contractor
shall not be more than two (2) hours and shall be considered part of the normal contract
except when delayed by problems caused by vehicle accidents or Acts of God.
EMERGENCY MEDICAL FACILITY
The successful proposer is required to provide the City with one (1) copy of an
"Emergency Medical Facility Designation and Procedure Sheet" before a contract is
awarded. On this sheet, the successful proposer must designate a twenty-four (24)
hour emergency medical facility to provide emergency medical treatment/care in the
event of injury to any of the Contractor's employees. It will be the responsibility of the
Contractor's supervisor/lead worker to transport or make arrangements for the
transportation of any injured employee to and from the designated emergency medical
facility or any similar medical facility.
I
I
I
I .,
I
SPECIAL CONTRACT PROVISIONS.
SCOPE OF WORK
Work To Be Done
Work to be done consists of furnishing all labor, supervision, methods of processes,
implements, tools, machinery, safety equipment, traffic control, materials and proper
licensing required to identify, remove, and repair asphalt/crack · seal/seal coat
maintenance and repair services in those areas designated by the Public Works and
Utilities Director or authorized representative and to leave the grounds in a neat
condition. This contract covers the scope of the Asphalt/Crack seal/Seal Coat
Maintenance and Repair Services. Improvement projects shall be bid out separately.
The Contractor shall furnish and maintain records designating exact locations and areas
of maintenance and repairs. Such reports shall be signed by the contractor and the
Public Works and Utilities Director or authorized representative in charge of overseeing
the work. All work for which a progress payment is made shall be reported on and
certified according to the foregoing procedure, and in addition thereto, the Public Works
and Utilities Director. or authorized representative shall certify that the work has been
inspected and was completed to the satisfaction of the City prior to payment by the City.
Authorization of Work
Work will not be performed without prior approval and only as authorized by the Public
Works and Utilities Director or authorized representative.
Progress of Work
Work shall proceed in an orderly manner. Wherever possible, work shall be completely
finished prior to workmen proceeding to the next location. Any exceptions shall be
approved by the Public Works and Utilities Director or authorized representative.
Alterations
The City reserves the right to increase or decrease the quantity of any item or portion of
the work or to omit portions of the work as may be deemed necessary or advisable by
the City. The Public Works and Utilities Director or authorized representative may make
such alterations or deviations, additions to, or omissions from these specifications, as
may be determined during the progress of the work to be necessary and advisable for
the proper completion thereof. Such alterations or deviations, additions or omissions.
shall in no way affect or make void the contract. Upon written order of a Public Works
and Utilities Director or authorized representative, Contractor shall proceed with the
work as increased, decreased or altered.
Acceptance of Work Done
The Public Works and Utilities Director or authorized representative will make
inspections and determine that the work has been completed in all respects in
accordance with these.specifications.
Billing Form
Contractor shall· provide a billing form and progress payment form approved by the
Public Works and Utilities Director or authorized representative.
METHOD OF WORK
All work shall be performed per the Standard Specifications for Public Works
Construction (Green Book), Latest Edition.
The Contractor shall perform maintenance and repair services as per the City of San
Juan Capistrano Standard Plans as shown on Attachment 5.
The Contractor shall be responsible and shall take necessary precautions to prevent
public trespass into areas of work, until that time that the area is opened again to the
public for their use.
Rubbish and construction debris shall be disposed of to an approved dump site. After
removal operations have been completed, the grounds shall be left in a neat and
presentable condition, satisfactory to the Public Works and Utilities Director or
authorized representative.
The Contractor shall verify the location of all utilities prior to construction, repair or
maintenance, and shall be held liable for all damages incurred due to his operations.
Per City Council Policy 601, an Archeological Monitor is required to be onsite during all
excavations in excess of 18 inches.
The Contractor shall provide traffic control per the MUTCD subject to approval by the
Public Works and Utilities Director or authorized representative.
The Contractor shall monitor freshly placed asphalt for the length of time necessary to
prevent defacing of the asphalt. The Contractor shall be responsible for repairs or
replacement of new asphalt which have been defaced.
The Contractor shall be responsible for the replacement of any pavement markings that
are removed or are no longer visible in the course of the work. The markings shall be
replaced in-kind at the cost of the contractor.
NPDES Regulations
The Contractor shall comply with all City regulations regarding NPDES (National
Pollution Discharge Elimination System) Requirements and the City's Best Management
Practices. Contractor shall not discharge anything to the storm drain or creek.
Contractor will contain any materials that may potentially reach a City storm drain.
Contractor shall implement the attached Best Management Practices (BMP's) provided
by the City. Contractor will conduct annual training regarding stormwater regulations
and the appropriate BMP's for all employees working at City facilities Contractor shall
provide to the City annually, by July 1, with certification of the required training on
stormwater regulations and the BMP's, and acknowledgement of adherence to these
standards while performing work at the City.
When saw cutting, all water and residue shall be detained and vacuumed prior to
entrance into the storm drain. Vacuumed construction water shall be properly disposed
of. The Contractor is subject to severe fines and penalties should he/she allow
construction water to enter the storm drain or creek system.
During construction the Contractor shall provide street sweeping as necessary to meet
the requirements of the City of San Juan Capistrano National Pollution Discharge
Elimination System Program (NPDES).
Protection of Existing Utilities
The Contractor must take all due precautionary measures to protect all of the existing
utilities. When necessary, the Contractor shall have all utilities located by contacting the
responsible agency at least 48 hours prior to commencing any work. The Contractor's
attention is directed to the one-call utility notification service provided by One Call
Center. Member utilities will provide the Contractor with the locations of their
substructures when given at least 48 hours notice. Such requests should be requested
through One Call Center (1-800-227-2600).
Contract Termination
If at any time, in the opinion of the Public Works and Utilities Director or authorized
representative, Contractor fails to supply suitable equipment, an adequate working
force, or material of proper quality, or shall fail in any respect to perform any work with
the diligence and force specified and intended in and by the terms of the contract, notice
thereof in writing shall be served upon him. Should the Contractor neglect or refuse to
provide means for satisfactory compliance with the contract, as directed by the Public
Works and Utilities Director, within the time specified in such notice, the City in any such
case shall have the power to terminate all or any portion of the contract.
I
I
I
Extra Work
1. Extra work will not be performed without prior approval by the Public Works and
Utilities Director or authorized representative unless a condition exists wherein it
appears there is danger of injury to persons or damage to property.
2.
3.
Extra work may be required by the Public Works and Utilities Director or
authorized representative as a result of acts of God, vandalism, theft, civil
disturbances, accidents, or improvements.
Payment for extra work will be based on actual cost of labor; plus wholesale cost
of materials, plus a markup. Extra services other than those listed shall be
negotiated on a time and material basis with a "not to exceed" amount.
4. The Public Works and Utilities Director or authorized representative is authorized
to approve extra work up to 25 percent (25%) of the annual cost of the
agreement, or reduce the contract amount by up to 25 percent (25%) of the
annual cost of this agreement.
Flow and Acceptance of Water
Surface or other waters may be encountered at various times. The Contractor, by
submitting a proposal, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his proposal accordingly. It shall be the sole
responsibility of the Contractor to protect their work from danger due to any waters
encountered. Should any damage occur to the work due to surfaee or other water, the
Contractor shall repair such damage at their expense.
Protection of Private Propertv
The Contractor must remain within the maintenance areas to the best of his ability. The
Contractor must protect all existing private property.
Protection of Maintenance Areas
Contractor shall protect property and facilities adjacent to the maintenance areas and all
property and facilities within the maintenance areas. After completion of project, the
maintenance area shall be clean and in a presentable condition. All public or privately
owned improvements and facilities shall be restored to their original condition and
location. In the event improvements of the facilities are damaged, they shall be replaced
with new materials equal or better to the original. Contractor shall repair such damage
at their expense. ·
Nothing herein shall be construed to entitle the Contractor to the exclusive use .of any
public street; way or parking area during perfonnance of the contract work, and
I
I
Contractor shall conduct his operations so as not to interfere with the authorized work of
utility companies or other agencies in such streets, ways or parking areas.
Weekly Reporting
Contractor shall make weekly contact with the Public Works and Utilities Director or
authorized representative to determine work level and effort, as well as maintenance
performance. Contractor shall provide the City with a weekly log sheet showing the
names, dates, and hours worked of all employees for the previous week, on the
following Monday.
Withholding of Payment
If, in the event that inadequacies/deficiencies are determined by the Public Works and
Utilities Director or authorized representative, the Contractor will have 24 hours from the
time such items have been determined to be corrected as necessary. If Contractor fails
to correct within 24 hours, Contractor shall be fined the amount previously determined
at the time of the initial inspection. Deductions from the monthly payment due, for work
not perfonmed, will be based upon the bid worksheets, which are to be submitted at the
time of bid.
Meetings
Contractors shall provide the Public Works and Utilities Director or authorized
representative with a contact person(s) and a phone number to reach the contract
representative at all times, 24 hours per day.
Contractor shall appoint and identify to Public Works and Utilities Director or authorized
representative a "site supervisor." This site supervisor shall meet with staff one (1) time
per week at a time and place agreed upon by both parties for as long as the contract is
in effect to discuss any problems/concerns which may arise and any goals for the
day/week.
STANDARD PlAN DRAWINGS
. /
·UNDER2'
OVBR2' l.O'
• WI:{(CREVBR IS LESS Bur
NOTLBSS mAN .35
EXISTING STREET TRENCH DETAlL
SEE SHEET 2 FOR NOTES
REVISIONS
of San Juan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
Pl.AJ.\f NO.
700
.
NOTES:
I. ALL EXCAVATION AND CONSTRUCflON OPERATIONS SHALLCOMPLYWTI11 TilE REQUIREMENTS
OFTHB CALIFORNIA DIVISION OF JNDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC
CONTROL HANDBOOK (LJITEST EDIDON).
2. ALL TRENCHES WffiCH ARE TRANSVERSE ORDIAOONAL TO EXISTlNG OR FT.JTURE STRilBTS
(INCLUDING ALL !NTERSBCTlON CROSSINGS). ALL LON(lrrt!DINAL TRENCHES IN TilE STREET
WTI1!IN 1.5 FilET OF THE EDGE OF THE GUITER OREDGllOFCVRB IF THERE IS NOGUJ:'I'ER.
3. WHERE SLURRY IS NOf REQUIRED FOR BACKFILL AND BllDDING "A", CRUSHllD
MISCELLANEOUS BASE PER THE STANDARD SP!!CIFICATIONS SBC!lON 200 • 2.4 CLASS 2
AGGREGATE BASE AND UNTREATED BASE PBRSECITON200. 2 OR 4llO-2 SHALL BE USllD. AU.
SO!LMATERALSFORBACKFILL.BBDDING,ANDFIILSBALLBEGRADEDl'BRSEC'l'lON201l-20R
400-2 FREE OF I) CLAY; 2) GRJlATER THAN 2lNCB ROCK OR GRAVEL; 3) DEBRIS; 4) WAST!!; 5)
VEGETABLE AND DllLETEIUOUS MA:rr!lR. SATISFACTORY SOIL MATERIAL THKl' MAY BE
APPROVED SHALL BE THOSE DEFJNED BY ASTMD 2467 AS GW, SP, GM. SM. SW. AND SP.
UNSATISFACTORY SOILS ARE GC, SC, ML, MH, CL, CH. OL, 0!!, AND PT.
4. BACKFILL AND COMPAC'l'ION METHODS SHALL CONFORM '!0 SUBSBCTlON 306 • 1.3 OF
STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUC'l'ION (CURRENT EDIDON), EXCEPT
Tif}{f 95% MINlMUM RELATIVE COMPACTION SHALL BE REQUIRBD WTI1!IN THE STRUCI'URAL
SBC'l'ION AND 0.5 FilET BELOW IT AND 90% COMPAC'l'ION IN THE REMAINDER OF THE BACKFILL
ZONE.
5. ALL REFERENCES TO SLURRY SHALL MEAN CLASS !00 -E -!OOSAND/CEMENT SLURRY.
6. ALLAC. REPLACEMENT REQO!RBs TACK COKI ON llXlSTlNG BOOBS AND A SEALCOKI ON TilE
SURFACE •
7. PRIOR TO PLACING BACKFILL. CALL CITY ENGINEERING DrviSION FOR BEDDING INSPECflON.
8. THE WHEEL OR SAWCUT OF A.C. SHALL BE ASTRAIGH't. CLEANUNB ACCEPTABLE TO T.Hil CITY
ENGINEER
9. WHERE EXISTING A. C. EXCEEDS 0.5 FEET INTHICKNIJSS, ALTERNKIE PAVEM!lNTREPLACEMENT
THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY llNCHNl!ER-
!0. PRIOR TO PERFORMING ANY WORK INT.Hil PUBUC RIGHT-OF. WAY A PERMIT MUST BE
OBTAINED FROM CITY ENGINEERING DIV!SION.
!1. ON ALL HIGHWAYS SHOWN ON THE MASTERPLAN OF HIGHWAYS THEA+B +B sHALL BE OF
WIDTH SUFFICIENT ENOUGH TO ACCOMMODATE A SELF. FROPE!..LED STEEL ROLLER.
12. ALL WORK SHALL CONFORM TO THE "GUIDEUNBS FOR TRAVEL EXCAVATION:" ATTACilED
HERETO.
REVISIONS
.
City of San Juan Capistrano
EXCAVATION AND.RESURFAClNG
STANDARD
A.!'PROVED BY CITYllNGlNEBI<. WlLLIAM loi !WBERR.C.E. 31785 Dl\1'1!
STANDARD
PLAN NO .
700
SRr..Z...OF 6
I
GUIDELINES FOR TRENCH EXCAVATION
!. A TRENCH lS DBFJNBJ)AS AN EXCAVATION lN WlllC1! THEDEI'Til!S GREATJlR
THAN THE WIDTH OF THE BO'ITOM OF TilE EXCAVATION.
ALL Tll:BNCH EXCAVATION AND RJli.ATEO WOIU( SHALLCONPOJ\M TO SUBSBC110N
306-1 OF THE CIJRRJlNTllDffiON OFTIIB "STANDARD SPBClF!CAllONS FOR PUBUC
WORKS CONSTRUCTION" (STANDARD SPI!Cll'lC.A110NS AND AS !VR1HBR
SPECIFJED BBLDW:
A. MAXlM!lM LENGTH OF OPBNTRBNCH SHALL BB200 PBBrOR THBDlliTANCB
NllCBSSARY TO ACCOMMODATBTflEAMOUNT OF PlPB ABLB TO BB INS1l\ILBD lN
A SINGLB DAY, WH1CHEVER JS G1U1A11IR.
B. BBFORBEXCAVAllNGANYTRENCHFIVlll'EBTORMOI!BINDEP'IH, TilE
CONTRACTORiPBRMrlTBilSHALLSUBMrrTOTHBcrrY ADBWL!lDPLAN
SHOWJNO THE DESIGN OF SHORJNO, BRACING, SLOPING OR OT!lllRPRO'fiSJ(lNSTO
BBMADE FOR THE WORKllRS'l'l\OTBCnON. TillS PLANM!ISTCOMPU'WlTli'THB
l!BQUlREMENTS OF TilE STAT!! OF CALIFOIOOA CONS'l'RlJC1'lON SAI'Bl'Y ORDERS,
ARTICLE 6, SBCT.ION 1540. JF Tll1S PLAN VARIES Fl«lM SHQRINOSYS'l'llM
STANDARDS,ITSHALLBBPRBPAIU!OBYAllllOJSTllRllDCIVILBNOINIJER. TilE
PLAN WJLLBB RBVlEWBD BY TilE CITY I'RIOR TO TliB COMMENCBMBNT OF
EXCAVATIONBYTI!BCON'!RACTORIPllRMlTI'IlB.
C. PRIOR TO COMMBNClNG WOIU( ONTl!lS l'l\OlECT, TI!B CONTRACTORIPilRMli'TI
SRAU.. SUBMIT TO TI!BCITY FORAPPROVALAPLAN AND SCEBDUU! OF
CONSTRUCr!ONWiliCHWJLLALLOWTilELBASTlNCONVBNIENCilTOTIIBPUBL!C
AND/OR RESIDENTS. UTlLJTY TRENCHES MUSTBBBACI:!'lWIDAND OOMPAC!!!D
OR COVERED WIT!! STEEL PLATES SO THAT ALL·RBSIDllNTS WJLLHAVBACCBSS TO
TI!BJR Dl!IVBWAY8 PRIOR TO CONTitACTOll/PERMrrr!lB!l!A.VINO JOB SlTil EACii
DAY. ALL TRBNCHES DI!EPBR THAN O.ISFOOTJNROADWAYM!ISTBBCOVI!RBD
Wl'IH STEEL PLAl'llS ORPENCED, AS IlErllRMJNBDBY'IIm = WIIBNLBFr
OV'!!RNIG!IT. ALLPLA1ES SHALL BE PLACED AND SllClJI!EI) AGAINST
DJSI'LACEMBNTINCONFOIUI!ANCllWl'ffiT!IBPROVISIONSOPTI!B'WORKAJ!HA
'l'RAFHC CONTROLHANDBOOKPUBLJSHED BYBUILDINO !ll!WS,JNC.,LATBST
EDJTIDN 1'HBR!lQP. ALLPLAT.ilS PLACED ON AlU'!!RIAL!llO!IWAYS SBAIJ..BB
SBCURllD ALSO BY SPIKES.
2. Bl!DD!NO MATERIAL WHICH SUPPO!<rS THE CONDUIT SHALL JllCillND A MlNlMUM
OF 1.0 FOOT ABOVE THE CONDUIT AFTERDBNSJFICAT!ON •.
3. PRIOR TOBACKFlLL!NG OFTIIB TRENCH BYTIIB CON'mACTORIPEI!Mll'lllll, TilE
PROPOSilDBACKF!U.MATER!ALM!JSTBEAPP!\OVBDBYTHE= WHEN
RBQtJBSTED THE CON'lllACI'ORIPBRMl'ITBE SHALL PROVlDB THE ClTYWITH A
CEI!XlFICATE':OF COMPLIANCE PROM A SOU.S 'I'IlS'l1NG LABORATORY. APPROVED
BYTHEC!TY.
of San Juan
REVIsiONS EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
I
WHEN REQUlRHD BY THE CITY, TESTS SHALL BE PERFORMJID ON ALLPJID].'()SilD BAClU'ILL
MAnlRlAl.; TO RNSURE UNIFORM COMPLIANCE WITH CITY REQtJlREMENTS. ANY MATERIAL 1100'
FAlLS ON· SrrB TESTING lS SDBJEcrTO REMOVAL AND DISPOSAL ATT!lll Bl<PENSEOFT!lll
CONTRAcrDRJPERMr!11lE. .
4. AS STA1ED IN THE TRBN~G lJETAll. NOTES, BACKf'ILL AND BBDDING MAXSlUALS SHALL HAVE A
SAND BOUIVALilNT (S.E.) AS DllTERMJNEP BY '!"llST Ml!l"!!OD NO. CALIF. 217 AND SIJAIL liB
DllNSlFl!'ID TO A MlNIMlJM RELATIVB COMPAC!TON OF 90 l'ERCBNT (95l'EllC!l!IT IN TilB CASll OF
SlJBPA!WlRAPH 48 llllLOW) BYTHB USB OF MECHANICAL TAMPJ!RS, ROLLERS, OR VlBRATORS
APPROVED BY Tllll =->c "STAMPING" TYl'll EQUIPMENT SHALL NOT liB USED PORDENSIFYING
TRENCH BACKFILL WITHOUT PRIOR CITY APP!iOVAL WllENTI!ECONtlUIT ORPll'BlS 001Il!R 'IHAN
RBINFORCB!> CONCRETE ORAS OTllllRWlllE SPllcJFmD BY T!lB PIJBIJC UTII..ITYCOMPANY
STANDARDS. MATBRlAL FOR MECHANICAU.Y COMPAC!'ED BACKFIU. SHALLBEP!ACBD IN LIFTS
NOT EXCEEDING THl"CKNESSES AS SPllClF!BD IN SUBSECr!ON 306 ·1.3.2 OFTI!ll S'l'ANJlAR,!! ·-v
SPBClFlCA:I'lONS FOR THBTYPB OFEOUll'MilNTUSBD. CLASS !OO·B· !OOSAND-CEM!!N'l' ~~.
MBC!IANICAILY MlXED (llANO M:l:l!JNG IS NOT APPROYBD) AND PLACED IN CONPORMANCB Wl'rH
CITY REQlliRBMENTS, MAY BB USBD WHEN APPROVED BYlllll CITY. · ·
A. TESTING OF BACKFILL WJB1UAL SHALL BE PBRFORMBD BYTIIIl CONIRACTOil/l'llRM1Tll!B AS
Rl!QUlRl!D BYT.!lll CITY TO ENSURE liNJFORM DENSIFICR110N. APPROVAL OF TilE TEST RESULTS
FoR. BACKFILL MATllRlAL SHALL RB SECURED FORM Till! CITY l'IOOR TO l'LACEMENT OF
PI!RMANBNTBASEOF PAVBMENT. ALL TESTS SHALL BE PBRFORMIID AT THE BXPI!NSE OF Till!
· CONTRAcrolV1'EllMl'ITBE. . ·
B. Wlll!l!E T!IENCH llXCAVATION OCCt1RS WJ'liiiN EXJETJNG PAVEMENT, Tl!EFOU.OW!NG
CONDl'.IIONS SHALL APPLY' . . .
I. Tllll !JPPBR 0.5 FEET OF SUBGRADE AND TliE STRUCTURAL S!lCTION SIIAIL BE DENS!F!ED TO A
MINlMIJMIIELAnVE COMPACI'lON OF95 PERCENT. THE REMAlNlNG BAClil'JLL SHAlL liB
DENSlFIED '1'0 A MINIMUM RELATIVB COMPACTION OF 90 PllRCllN'£
2. ALL TRENCHES WHICH ARE TRANSVERSE DR DIAGONAL TO llXlS'IlN<l STRBBTS OR ARE wrrmN
AN INTERSEC!'lON SHALL BE BACKl'JWlD WlTii CLASS 100 • E -100 SAND.ct!MBNT SLURRY. WHEN
LONGITUDINAL TRENCHING IS PROPOSED NEAR ct1RBS AND G\J'ITBRS, T11B WIJ.J.S GPTBB ~CHSHALLNOTBEWITHlNI.SfllETOFTimEDGBOFGtlTTllR(ORBDGEGPC(JRBIP~n!S '~ GU'ITl!R) IF THE TRENCH lS IN Till! STREET, NOR WlTil1N 1.5 FEET OFTBBBACK OFTllll~
IPTimTRBNCH!S IN THE P.ARKWA>: tJNLl'SS PRIOR APPROVAL lS OllTAlNllO FROMT!lBCJ.n':
WIIBNTRBNCHWALLS !.SFEBTORCLOSERTOTBBEDGEOFGU!TER(ORBDGEOPC(JRB!"~
lS NO GOTI'llR) ARE APP!!OVED BY Tim ern; 1WJNTHB TIU!NCHSIIALLBEBACKFlLLIID wuu
CLAsS 100 • B • 100 SAND-CEMENT SLURllY.
3. Tl!llBXlSTJNG lli.VEMllNT SHALL BE C!JTONALLSJDES O.STO WfllETWIDER TI!ANT!lBTRENC!t
WIDTII. WBENTHE EDGE OF EXlSTJNG PAVJMllNT!S SO CUT. ALL llX!SllNO PAvtnlliNTBBTWllBN
Tl!ll-EDGB OF THE CUT AND Tllll GUTI'llR.SHALLBE RllMOVllD 11' ITlS LESS THAN :l.OFBBTIN
UNIFORM WIDTH. ALL EDGES OF RBCONSTRUCTBD PAVEMENT SIIAILBE STRIJCliU AND
UNIFORM; IPTE!ECON'I'RAC1'0Rii'1CHOOSESTOUSBA "PAVEMEN'l'BREAKBR"FOR
MARKJNG mE lNlTIAL LIMITS OF TRENCH EXCAVKTioN.lllllARBA SO)IWU(BD l>il!:!T~-IN
CONilNUOus.t.YBARRICADBD TO PRBVENTTRAFF!C FROM PASSING OVER THB INil==•~··
'll!BPAVBMBNr, AS Wf!l.LAS THBAREAlMMBDIATBLY ADIACBNTTO ANYBXCAVATJ!)N. SUCH
BARRICADING OR TRAFECC CLOSURl!, HOWEVER, SIIAIL COMPLYWnl! CONTRACTIPllRMIT
TBAPFIC RBQtliRilMBNTS, AND NOT CONSTIT!JTil ADDITWNALCLOSUllll. ALLLOOS!l
PAVBMllm ANO<mlERDEBR!S SBALLBEJMMEO!ATELY REMOVEO.PRWR TO
SURFACING OFTE!E TI<ENCH, TilB !!XISTJNG PAVEM!l!.'T SHALL BE CUT AS
~%o~g~\!k~~~~
SANDBOOK".
REVISIONS
of SanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
. 4. TRENCH RI3SURI'AC!NG SHALL MATCH THE llXISTJNG SlllBBT SURFACE (A.C. ORP.C.C.) AND SHAlL
BE 0.! FOOT TH!CKl!R THAN EXISTING PAVEMENT. nmMlNIMtiM THICKNESS!!S OF'll<IJNCB
RESURFACING MATillUALS SHALL CONFORM TO TiffiFOLLOWlNG TABL!l.
MAJOR. PRIMARY, SBCONDARY AND
. !.OCAL STRBETS AND ALLEYS COMMUTEl< S'!RBETS (AS SHOWN ON
Tl!ll crrYMASmR PLAN OP!!!GliWAYS)
0.3SFOOT A.C. ORP.= OVER 0.50 rooT A.C. ORP.C.C. OVER
0.6Sl'OOT C!2AB OR CMB 1.00 FOOT Cl2 AB OR CMB
OR OR
035 FOOT A. C. Da P.C.C. OVSR 0~5 FOOT A. C. ORP.C.C. OV!lR.CLASS
CLASS 100 • B • !OOSAND CEMllW' 100· E. 100 SAND. CEMBNT SLURRY
SLVRRY ·
5, JPT!lMl'OBARYASPIIAIJ'CONCRE!'llPAVEMBNTISPLACBO!NANYPAVEMJ!NTCill,IT~~BB
MAlN'll\INEll !'R!lllOP HOLES, RtrrS OR OTHBRFAJLURES. THIS TllMPORARY PAVBM!lNT s~
Rl!MOVED AND DISPOSED 01\ AND Pl!RMANllN'l' ASP!!ALT CONCRETB PLACED wrrmN A PBR!OD OF.
'lllN WORKll!G DAYS GRAS arn:EB.WISBAPPI<OVBO FORPUBLIC1JTIUTY COMPANlllS.~~-~
'l.'BB JiLACEMllNT OF THE TEMPORAR.Yili.VEMBNT. AFIBR REMOVAL OF'l'BMPORARY PA',~·-.. ~~
PRlORTOPLAC!lMBNTOFPER.MANEN'l'ASPIL\IJ'Tl!llS!JRFACEOFTHESUBGRADI!.BACKl'ILLOR
BASE. AND BDOBS OF AOJ'ACI!NT PAVEMENT SHALL BE APPROVBD BYT!lll CITY: THIS SURFA<!.,., .
SHALLBETllS'I7lDt1NSI'I!CT FOR COMPACI'KlN, ll!.llVATION, SURFACE lJNlFQRMlTl'; AND IT:.::"""'
BB FIRM. HARD AND 'ONYl!lLP!NG. nm EDGES OP PAVEMENT SHAU.llBJNSl'BCl'BD FOR WID•~
STRAI<'IB'l'NESS, AND PROI'llR TACK COAT.
6. lP'IHBCONTI!A~PROPosllSTOOPBN ASTRE!lrTOTRAFFICAFI'ERPl3RMANI!NT
ASPHALT CONCRETE ()!ASS COtlRSE) HAS)3EEN INSThLU!D !NTBBTRI!NCII, BUT PRIOR TO
!NSI'.ALLia10NOFTilBFJNALPAVllMBNTCO'ORSil,T!lEPAVllMBNTSIIAlJ..Bl!MAlNl'AINBDlNSUCEA
MANNl!R TlOO: l!Ol.l!S, RUTS, FAlLVRl!S, AND ABRUP'l'CBANGl!S !Nl!l.llVATI.ONWllLNOT ~ :r~~~~a&it~i>\l1§g~~crrYPIUORTOOPBN!NG .
7. TEl! F!NALPAVJJMiwr COURSl! SHALLBl!MADl!!NSUCB A MANNER TlOO: rr WJLI;l!EJiLUSHAND
CONFORM wmtTI!B BXIST!NGSTRl!l!T SURFACE THE C<iNTRACIDI!Il'ERMlXl'l!E S!!A!LOBTA!N
API'ROVAL FORM TEl! CITYP!UOR TO PLACING'l'H!! FINAL PAVEMENT COURSB.
REVISIONS
City of San Juan Capistrano
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
8. THE CITY GUIDllLINBS FOR TES'IlNG BAC!O'JLL MATERIAL AREAS FOLLOWS:
A. PIUOR TO TRBNCR!lXCAVATION, THE GRADING SAND EQOIVA!.ENCl!(SJ!.), AND RELATIVE
COMPAcnDN ClJRVB OF TllB PROPOSI!O BACXFlLL MXllllUAL S!IALLBBDBTEI!MINBD AND
A CE!U'IFIC'ml. OF COMl'L!ANCl! FROM A C!'I'Y APPROVllD SOJU! TBSTING LABORATORY
SliALL BE SUBMrrrl!D TO THE CITY. Till! C!'I'Y MAY RllQUIRBADDrl:tONAL TBSTJN(lKfTHE
llXPENSB OF TIIB CON'IllACroRIP!lR TO ENSURBUNJFOBMCOMPLIANCB AND MAY
ACCEPI' ORRBillCT TllB MATllR1AL BASilD uPON SUCRTESTlNG. tlNsurrABLBMATBRIAL
ASDil'I:BRMlNBDBYTHBC!TYS!IAU.BERllMDVIlDFROMTHBSrrBKfTHEillU'!INSBOP
THE CONTRAC'I'OM'IlRMITI!la
B.
9. BARRICADES AND 'mAPPIC CON'IROLSHAU. BEP!lllFORM!!D FER TllB "WORKAI!ljA
TRAFFIC CONTROL IIANDBOOK' I'UBWlllED BY BUILDING NEWS, INC., tATBSTBD!TION
'!HBREOR
10. ANY PAVEMENTTMPFIC S'rt!!PlNO REMOvED OR OBLlTllM1ED DUB TO
CON'l'RACI'ORIPBRMl'I'T OPERATIONS SHALL BEREPLACBDBYTHE
CON'l'RACTORIPllRMIT!'lllliMMBDIKfBLYFOLLOWINGFINALPAVJNCWATCHING, TO THE
SATJSPACITON OF THE t:r!Y. THE CONI'RACIOIUPilRMITl'E SHALL ALSO PROVIDE
TEM!'ORARY PAVEMBNT MARKINGS DURJNG CONSTRUCTION WilEN RBGUIRllD BYTIIB
CITI: ON CITY CONTRACI'S THE CON'tRACTOR SHAU. RllS'l1UPB AE RBQ1JJRJID BY THE
SPECIFICATION. · .
of SanJuan
REVISIONS EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
·~-•• , I '"II' ' :;. ~~:·:·. =EXCAVATION f r i '=AREAOFCONCRETEPAVE.\f.ENT
TO BE SAWCUT ~ R.EPLACBD'
---,;,l/8";~~:2"SAWCUT =SAWCUT2''DBEP
. REVISIONS
City of San Juan Capistrano
. CONCRETE PAVEMENT
REPLACEMENT
STANDARD
· PLANNO.
715
I
.j
NOTES:
TYPICAL EXCAVATION SECTION
SEENOTB2
L CONCRnTEPAVEMENT SHALL NOT BE CUTWITHO'OTPRIORAPPROVALFR.OM
THE CITY EN<JINEBR.
2. EXCAV.AT!ON SRA.U. ALSO CONFORM TO THE REQlllREMENTS OF S'ID. PLAN NO-lll!l. . .
3. Tl!ll !llcrllNT OF P.EPAJR OFCONCRETil CD1S NOT SHOWN ON '(HIS
STANDARD OR OF CUI:S MADE W!TIIlN mrulE FEEr OF EX!STJNO PIJC!lES..
CRACKS OF OETBlUORATB!l SLABS SHAlL BE DETl!RMINBD BYT!lB CITY
llNOINBBR.
4. ALL CONCRE'lliWORKSHALL CONFORM TO TllB CURRENTEOlTlllNOFTI!B
STANDARD SFEC!F!CAT!DNS FOR POBLlCWORKll CONSTRUCTION AND CITY
OF SAN IUAN CAPISTRANO S'WIDA!Ul PLANS.
S. ALL TRANsVHRSll AND LONGlTUDJNAL JOINTS AND OOTBR!lDGllS OF
PAVBMENT W!IIClfAREPART OFTI!Il REPLACED CONCREl'l! SSALL BE
I!OOI!D WITH AN llDGING'IOOL HAVJNG A RADWS OF 114" ANIJ!N
A<XX>RDANCB WITH CITY STANDARD PLANS.
6. !U!PLACill>CONCRETll 'fH1(f JOINS A SAWED EDGE OF Till! EX!STlNG
PAVBMENTSHALLBBTOOU!D. ·
7. !U!PLACED CONCRErE SHAlL BE FINISHED TO Tl!E SAMll SIJRFACE 'J:'ElCI!JRll
AS THAT OF ADIAC!!!<rllXIST!NGCONCREnl.
8. Tl!llLJM:ITS OF REMOVAL AND REPLACBM!lNTJNTl!ETRAVBLJID WAY
BBDilTBRMINED BYTI!Il ClTY BNGJNBBR.
9. DOWELlNG MAY BB REQU!RBD AS DlREcrnD BY THE CITY BNGINBBR.
10. ALL REMOVALS IN CROSS GtrrrERS SHAlL BE ALONG EXPANSION OR
WllAXENED PLANE JOINTS l'llR S1D. PLAN N0.1!!1,
REVISIONS
City of San Juan Capistrano
CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO,
715
PROPOSAL
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR SERVICES
From: Qu\Cittl--PA,VIN0, INC
CONTRACTOR
To the Honorable City Council
City of San Juan Capistrano
Gentlemen:
The undersigned, as Proposer, declares that he/she has carefully examined the location
of the proposed work as described, examined the Specifications and General
Provisions, read the Instructions to Proposers, and is familiar with all proposal
requirements, and hereby proposes and agrees, if the proposal is accepted, to complete
said contract in accordance with the Contract Documents for the following:
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair; also, the performance and completion of all the
work in the manner set forth, described and shown in the Specifications for the work.
Contractor will be required to pay for permits on City projects (i.e. encroachment
permits). Contractor may invoice City for reimbursement of actual permit fee(s) only.
All prices quoted shall include removal and disposal of all material, such as, but not
limited to, sludge, grease, water, mud, roots, trash, etc., from the project sites. All
prices quoted shall include traffic control as required by the City. Unit pricing amounts
shall remain in place for the three (3) year term of the agreement.
It is anticipated that the chosen Proposer shall commence work on January 1, 2015
(If an individual, so state. If a firm or co-partnership, state the firm name and give the
names of all individual co-partners composing the firm: President, Secretary, Treasurer,
and Manager thereof.)
oate,_....::.l_o_-_ts_-_1 ~.]__ __
SIGNATURE OF CONTRACTOR
Name: OA,.._, ~UlC..~EL
Title: GJ...If\1(!;(1_
Company: l'WttK.fk PAvlllt(:. 1/fvC
Business Address: 'J7oll CAec[ R.P
i!-130, L-~b~'-'A Hlt..t..S,CJt qu53
State Contnactor's License#: Jb 7q{iL(
E-mail: cc.rn~d ~~.vi c.ILe I ea.vlf)j 'COrn
Telephone# qyq-5rt~-(515
EXHIBIT B
FROM:
PROPOSAl -ASPHALTIC RACK SEAUSEAL COAT
MAINTENANCE AND REPAIR SERVICES
Qv\C\.(.c ~...-~A v1 NG; 1 rVc.
CONTRACTOR .
The undersigned, as Contractor, declares that she/he has carefully examined the
location of the proposed work as described, examined the Specifications therefore, read
the Proposal Instructions, and is familiar with all proposal requirements, and hereby
proposes and agrees, if the proposal is accepted, to complete the said maintenance
and repair in accordance with the Contract Documents, for the unit price or lump sum as
follows:
Work to include, but not limited to, services listed above in or on City owned property
and right of way (i.e. parks, parkways, medians, facilities, parking lots, streets,
sidewalks and open space). Said amount shall include and cover all taxes, overhead
and sub-contract expenses, the furnishing of all materials, the performing of all the labor
required, and the providing of all. necessary machinery, tools, apparatus, and other
means of asphalt/crack seal/seal coat maintenance and repair. This is a valid and
binding proposal to do all work herein propbsed fort~~-~ -;.:;.:b boovvee.. _
Date I0-16-ry ~
SIGNATURE OF CONTRACTOR
Name: OAN Qui Cl<-e L
Title: 0 w IVEft
Company: Qv1clLEt... Pftvllvb,/AJ C..
Business Address: ;;l/0'1 I CABoT f2-D.
#{30, LA0vt-Jf'J /+IUS, 01-92.653
'
State Contractor's License#: 767 q 61.(
Telephone # 'FB -58'~ -1 515
Further, the undersigned Proposer certifies that he/she has thoroughly checked the
figures set forth in this proposal, that they are correct to the best of his/her knowledge
and that they constitute his/her proposal for the work call ut pe~~·~;;~---
Date ;o-r 5-11.{
SIGNA RE OF CONTRACTOR
Name: /)ft(V Gv1 C.ILE L
Title: Ow tvE.fl.
. Company: QutcK.eL.. f>AVIN~~IfVC.
Business Address: ;;J.r'D'] I d\eoT 1<-P
-#130; LftburvA 1-ttuS, CA qu53
State Contractor's License #: 7-6 7 q' t.f
Telephone # f1L(q-5'6"t;l -tS 15
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING-2014 PROPOSER BID SHEET
ASJ;!:halt Work~ Normal Work Hours '7;30 AM TO 5:30 PMl ~£S.F. year 1 $1S.F, ~ear2 SlS.F. year3
Remove and Replace Asphalt (4" thick) less than lOOS.F. 1Lq5 t:l. l{o Ll• ~5
Remove and Replace Asphalt (4"thick} 101S.F.-250S.F. £J CD ~. 15 q, !50
Remove and Replace Asphalt ~-7· fJ5. 5l,51i (4" thick) 251S.F.-400S.F.
Remove and Replace Asphalt (4" thick) Over400_S.F. ~.s-o f1Y>" ;8, 00
Total -.,., uC" "'l.L 16 -~Q lit;; ..,,_.? --
Asj!halt Work-Night Work ~JS.F. ye!f 1 $1_S.F. y:ear2 ~lS.F. year 3
Remove and Replace Asphalt (4" thick} less than lOOS.F. l5'. co IS. tOo \._(.,,oo
Remove and Replace Asphalt (4" thick) 101S.F.-250S.F. l o.oo \\' 00 l ;)...00
Remove and Replace Asphalt 14" thick} 2S1S.F.-400S.F. _i,OO Cl,.oo \o.OO
Remove and Replace Asphalt {4" thick) Over 400 S.F. t'"J.()O 8.00 '\-00
Total ~1'1 !-1 "1 "" ... '-' ... '"' ' .. ~~
Other $/FtYe<irl .$LE!.Y ear 2 ~FtYear3
Crack Seal LF. • q,... .qr:; \ ot:l~O
Slurry Seal Coat S.F. c.L40 .~. 1\ID
REGUlAR WORK~ HOURlY RATE ~ords
Hourly rate, per man, per hour ..r..n .. .t:. t.b • .t. il "" ~ f\o t ,._.j.. ·-,\
NIGHT WORK-HOURLY RATE $/Hr In Words _._ :
Hourly rate, per man, per hour, afte'r regular Work hours I IW. hw. bv_,s._ k ~~~ ll<..l:< ""'l "" i_o).
EMERGENCY WORK-HOURLY RATE S/Hr In Words
Unit Price, per man, per hour For First' Two Hou!J: fJM ~ t\..rotJ {-4 d.:>Hw 5 d tt<J ~
Unit Prke, per man, per hour For Eacb Hour Thereafter
b_A,t_ h '" .L..I ,l,l.l ...., ~ ,,.. / .&1-:J
Q \ ~ t!W1>~ to\ l-. ~ 'U\, .......,.. ~J-..... ,.. _,.,. ... ' _!,.4., '--
C9.~~A!\'Y DATE ]S">~RE _.......,..
.
.
I
I I
I
I
I
I
I
I
I
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools, apparatus, materials and
other means of maintenance and repair services; also, the performance and completion
of all the work in the manner set forth, described and shown in the Specifications for the
work. Contractor will not be required to pay for permits on City projects:
It is anticipated that the chosen Proposer shall commence work on January 1 .·2015.
(If an individual, so state. If a f1rm or co-partnership, state the firm name and give the
names of all individ'ual co-partners composing the firm: President, Secretary, Treasurer,
and Manager thereof.) ·
Further, the undersigned proposer certifies that he/she has thoroughly checked the
figures set forth iri this proposal, that they are correct to the best of his/her knowledge
and that they constitute his/her proposal for the work called o ;9e,:b ..
·Date I0-15-IV ~
SIGN TURE OF CONTRACTOR
Name: DAN Ci)vtC.K.E L
Title: ()v..Jf'JCR
Company: QI..?\.ClC-61.. .PfrVIIVb 1 }IVC
Business Address: ot10II CA-B or IC.J).
il:l~, urovrvfJ HII.A/~ 0/ q2653
' State Contractor's License#: ]61q GL/ ,
Telephone # Cf~<j-5'6~-1515
STATEMENT OF EXPERIENCE
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
1. List contracts of a similar type-either currently held or held within the past ten (10)
years.
PERIOD OF
CONTRACT PUBLIC
(FROM/TO I AGENCY/COMPANY
1-7-o5. -to 1-l-IS '5t1~ (O ... ST . w ell-PISTfl.ICT
1-l-o?. to 1-1-1~ Crr'l or: SAW CLEIYIGI;
/'1'/-IY 111 lrl-1~ CIT't oF ·
L-lt6wlt tJl&Vtt.
1-\-lo to tt·>l-li
\(tV !We? (!..I'<; IV CI-t
WI\Tell-\l\7\fLIC,\
H-Ilt fc I -z. --~~-"1 c l"'f" oF
!)A'tJtl 3'0;JUI
.Date I 0 -15-I Y
CONTACT NAME
AND PHONE CONTRACT CONTRACT
NUMBER TYPE AMOUNT
ll~~) C€sTA~I ~8'1-0"2>71\
VeA-(2..1..'1
ASP141\L.T Mwt"<'\ 6d.,500+/ vr
it: \~evuv(~\'PT:-
•f:-Jq 4'11f~ l.b-I S 5 :,
'{€-kll-V"\ ........ t:r { Obi WJ t /l{f'•
\C.Ciil N 5111\TI-1-'i G-A-(l.-1.-~ l.d-0 j ooo (q\ftt\ 71{5-5-z.:z.v ·~pl-ll'r\..1
\tl t.\-ll<fi-D f,IZ.O Wtv' '( (;'-~ IZ-'-'1 IS,ooo-r Jvr, fNq)453·S3oo AS \"H-1\:1.-T
'I'll 1\"t'T' S IN 1\C OIL I '1 €Atu-'i \-;;1..0, ODD (q~q)-z Y 8-"3.5a~ f\-SPI+/1-'-I'
SIGNATURE OF CONTRACTOR
Name; DAN Gvtc.k.E,L
Title: OwNeR
company: Ov1 CfLe L PAv;N0 1 /A.JC.
Business Address: ~:{Oil Cf\-&"1 [GJ) #r30 ~Ao\JNPr rtn.!.-5, en n653
State Contractor's License #: Jb"lf bY
Telephone # · q4q-58'J..-151 5
LIST OF EQUIPMENT
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PARTOF QUOTATION.
List equipment owned by the quoting firm or sub-contractors that is available for use on
this contract. Provide type, make and model year. Use additional sheets if necessary.
Date I0~\5-1~ ~ -.
SIGN TUREOFCONTRACTOR
Name: DAN Qu\C-K..eL
Title: OwNEIL...
Company: Qv,C.!C£1.-f>A.VIfV(;,,;iVc.
Business Address: ;;1.1011 c.AetYT IU>
:!± J3o 1 I..J'rbvrvfl HILL-S, 0\-F653
State Contractor's License #: 16 7 Cf 6 Lf
Telephone# 9~~~ 5%2-]515
ID#
!13
"14
-15
T1
T1
:2
QUICKEL PAVING ASSET LIST
I Ford L8000 (Seal 1800 gal)
I Ford F150 4x2 (RJ)
iF ord Ranger (AE)
!Ford F150 (YARD)
=or< F150 (J~
0
rF t:0(1•
.
00 LP Stake (AC Tool)
GMC 3 500 Sl urbo Diesel ieal Tool)
Year
1994
2004
2004
2004
~:~
17
18100 (Seal25011 gal) 199: ol/qJIJ 1H
For< F1~ 0 (JS) 2005 7X07156
For< '1 0 (LB) 2006
T For< F5i 0 SID XL\' Tool) 2007
T F~ · (PFJ l07
·~ FTP:<125
I#
.31535
PA51 !52
I t:f\O<t
7FA5
DMV
MarCh
Julv
August
T Ford • (~'FC) 17
~1 [p
lt\\.0£ 01 F<
-: T; :~~b XL (Saw) 2 ___ ~ -B~\ 11
I T41 =:::Fusion °::~/~ 11131116 f 1_~~] c 6' ~7,31 1113466
April
~: o~Edae 013 ~-
T4: ord F 50' 201 ~i_1 11 ~R
14• iM( i Truck) 200 3§7, 14F31M·tc July
T45 lfordF 50(E H) 201 8V75• 11r11 ll !14 March
T46 I Ford F550 Crew Cab (AC Tool) 2006 ~
!Jayco Trailer 1987 1KG1109 1UJCJ02R9H1HW0135 Atl!iUSt
ID# Year !# I#
Stock#
-<:='=R ··•--W1-185
• NIA
Blower -used Lesex -_N.IA
Laser -N/AI -
-_---·_ ··--. • ~railer
>aw-Meco 35 -vvq1rru
• N/A
E24 2002 NJA -
VIE: Plate 2002 N/A 15813( -hp~er 2002 ~/A 310990. ~~E~2 --~~~~~~B~r ~~--~~~~------~112~051(0~1110~·
E30 :oo watt 2002 ~/A
_t=:l2 !3000 watt 2002 N/A
E33 Edco CP! _· _IIIlA 138
E34 -Siih~ SR : 2002 -NIA
E36 tihl : Blower -N/AI
;!~;:::LI~~-~ _--_ -·i · _ · ... _ · . -Tr<!ller 20TDk ... ·-· -_·· 2QOi _··. i -.· . . > _ 11raner
~~:~ ... ·· .. i ~~,"~" ~ ~ .< ~ ... ~I''~"~'
10/15/2014
40,000
-
-
-
-
50,00C
-
-
20,00C
-
-
'HU-; .
-
15000
-
Hours
QUICKEL PAVING ASSET LIST
10/15/2014
LIST OF SUBCONTRACTORSNENDORS
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITTED TO CITY AS
PART OF QUOTATION.
Name Address
NoNE:.
Date l 0 -I 5-l ~
Phone Type of Work
SIGN~CTOR ...
Name: DAtv ())vlC~eL
Title: Ow!V€R.
Company: &u\CK-<2!.. PAvilV0 1 fiUC
Business Address: :;!'"1011 CI\Bc:rl RD.
-:~:t;.r~o 1 LAb vrvl\ 1-\lu.-3 (A-tflb53
State Contractor's License#: 161'f6'1
Telephone # ('1'~~) St.::l-\515
I
\
I
I
CERTIFICATION OF COMPLIANCE
STATE OF CALIFORNIA PREVAILING WAGE LAW REQUIREMENTS
The CITY has been advised that the Prevailing Wages Law applies to the work.
CONTRACTOR shall be responsible for CONTRACTOR's compliance in all respects
with the prevailing wage rates to all the laborers involved, and with California Labor
Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative regulations.
The CITY shall be a third party beneficiary of the forgoing covenant with rights to
enforce the same as against the CONTRACTOR.
I, Dr\tJ Q\J \C\(,E:L , understand that I shall be
responsible for compliance in all respects with the prevailing wage rates to all the
laborers involved, and with California Labor Code Section 1770 et seq., including the
keeping of records required by the provisions of Labor Code Section 1776 and with
implementation of administrative regulations.
Date_\_0_-1....:?'---'-1 --'-Y __ _ ~--SIGN~OFCONTRACTOR
Name: DArJ Qv\0'-€1....
Title: Owrv&<L
Company: Qv \.OC-61.--p f>rv I rvb I I rvc
Business Address: ;;(101 ( CP&A>I ~D_
-tr 1 ~a, L:ACw rvll 1--\ I u..-s, Ut 't'2653 , .
State Contractor's License #: 7 f,7 'i6 Y.
Telephone# (q'tq)-SS"0\-15\5
PERSONAL SERVICES AGREEMENT
THIS AGREEMENT is made, entered into, and shall become effective this day
of , 2014, by and between the City of City of San Juan Capistrano (hereinafter
referred to as the "City") and Sanders Paving, Inc., (hereinafter referred to as the
"Contractor").
RECITALS:
WHEREAS, City desires to retain the services of Contractor regarding the City's
proposal to provide asphalt, crack seal, and seal coat maintenance and repair services;
and
WHEREAS, Contractor is qualified by virtue of experience, training, education and
expertise to accomplish such services.
NOW, THEREFORE, City and Contractor mutually agree as follows:
Section 1. Scope of Work.
The scope of work to be performed by Contractor shall consist of those tasks as set
forth in Exhibit "A," attached and incorporated herein by reference. To the extent that there
are any conflicts between the provisions described in Exhibit "A" and those provisions
contained within this Agreement, the provisions in this Agreement shall control.
Section 2. Term.
This Agreement shall commence on January 1, 2015 and continue for a three year
period of time with the option of three (3) one-year extensions. Agreement extensions shall
be based on staff review of the Contractor performance and at the discretion of the City
Manager. The Agreement will terminate on December 31, 2017, unless extended as
provided herein.
Section 3. Compensation.
3.1 Amount.
Total compensation for the services hereunder shall not exceed the total
amount in the City's adopted fiscal year operating and capital improvement budget for
asphalt maintenance and repair services, payable at the rates as set forth in Exhibit "B",
attached and incorporated herein by reference. There is no guaranteed amount for this
contract by the City to the Contractor. The Contractor may not, dependent upon availability
of projects and/or funding, receive any work. The City shall issue purchase orders equa! to
the anticipated Contractor fees on a project basis, which shall constitute the Contractor's
authorization to proceed.
1 ATIACHMENT4
I
3.2 Method of Payment.
Subject to Section 3.1, Contractor shall submit monthly invoices based on
total services which have been satisfactorily completed for such monthly period. The City
will pay monthly progress payments based on approved invoices in accordance with this
Section.
Section 4. Independent Contractor.
It is agreed that Contractor shall act and be an independent contractor and not an
agent or employee of City, and shall obtain no rights to any benefits which accrue to City's
employees.
Section 5. Limitations Upon Subcontracting and Assignment.
The experience, knowledge, capability and reputation of Contractor, its principals
and employees were a substantial inducement for City to enter into this Agreement.
Contractor shall not contract with any'Other entity to perform the services required without
written approval of the City. This Agreement may not be assigned, voluntarily or by
operation of law, without the prior written approval of the City. If Contractor is permitted to
subcontract any part of this Agreement by City, Contractor shall be responsible to City for
the acts and omissions of its subcontractor as it is for persons directly employed. Nothing
contained in this Agreement shall create any contractual relationships betWeen any
subcontractor and City. All persons engaged in the work will be considered employees of
Contractor. City will deal directly with and will make all payments to Contractor.
Section 6. Changes to Scope of Work.
For extra work not part of this Agreement, a written authorization from City is
required prior to Contractor undertaking any extra work. In the event of a change in the
Scope of Work provided for in the contract documents as requested by the City, the Parties
hereto shall execute an addendum to this Agreement setting forth with particularity all
terms of the new agreement, including but not limited to any additional Contractor's fees.
Section 7. Familiarity with Work and/or Construction Site.
By executing this Agreement, Contractor warrants that: (1) it has investigated the
work to be performed; (2) it has investigated the work site(s), and is aware of all conditions
there; and (3) it understands the facilities, difficulties and restrictions of the work to be
performed under this Agreement. Should Contractor discover any latent or unknown
conditions materially differing from those inherent in the work or as represented by City, it
shall immediately inform the City of this and shall not proceed with further work under this
Agreement until written instructions are received from the City.
2
l !
I
I I
I
I
I ' ' l I l
i
I
I
I
Section 8. Time of Essence.
Time is of the essence in the performance of this Agreement.
Section 9. Compliance with Law.
Contractor shall comply with all applicable laws, ordinances, codes and regulations
of federal, state and local government.
Section 10. Conflicts of Interest.
Contractor covenants that it presently has no interest and shall not acquire any
interest, direct or indirect, which would conflict in any manner or degree with the
performance of the services contemplated by this Agreement. No person having such
interest shall be employed by or associated with Contractor.
Section 11. [RESERVED).
Section 12. [RESERVED].
Section 13. Indemnity.
To the fullest extent permitted by law, Contractor agrees to protect, defend, and hold
harmless the City and its elective and appointive boards, officers, agents, and employees
from any and all claims, liabilities, expenses, or damages of any nature, including
attorneys' fees, for injury or death of any person, or damages of any nature, including
interference with use of property, arising out of, or in any way connected with the
negligence, recklessness and/or intentional wrongful conduct of Contractor, Contractor's
agents, officers, employees, subcontractors, . or independent contractors hired by
Contractor in the performance of the Agreement. The only exception to Contractor's
responsibility to protect, defend, and hold harmless the City, is due to the negligence,
recklessness and/or wrongful conduct of the City, or any of its elective or appointive
boards, officers, agents, or employees.
This hold harmless agreement shall apply to all liability regardless of whether any
insurance policies are applicable. The policy limits do not act as a limitation upon the
amount of indemnification to be provided by Contractor.
Section 14. Insurance.
On or before beginning any of the services or work called for by any term of this
Agreement, Contractor, at its own cost and expense, shall carry, maintain for the duration
of the agreement, and provide proof thereof that is acceptable to the City, the insurance
specified below with insurers and under forms of insurance satisfactory in all respects to
3
·-·----·-----
the City. Contractor shall not allow any subcontractor to commence work on any
subcontract until all insurance required of the Contractor has also been obtained for the
subcontractor. Insurance required herein shall be provided by Admitted Insurers in good
standing with the State of California and having a minimum Besfs Guide Rating of A-Class
VII or better.
14.1 Comprehensive General liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive General Liability coverage in an amount not less than one
million dollars per occurrence ($1,000,000.00), combined single limit coverage for risks
associated with the work contemplated by this agreement. If a Commercial General
Liability Insurance form or other form with a general aggregate limit is used, either the
general aggregate limit shall apply separately to the work to be performed under this
agreement or the general aggregate limit shall be at least twice the required occurrence
limit.
14.2 Comprehensive Automobile Liability.
Throughout the term of this Agreement, Contractor shall maintain in full force
and effect Comprehensive Automobile Liability coverage, including owned, hired and non-
owned vehicles in an amount not less than one million dollars per occurrence
($1 ,000,000,00).
14.3 Workers' Compensation.
If Contractor intends to employ employees to perform services under this
Agreement, Contractor shall obtain and maintain, during the term of this Agreement,
Workers' Compensation Employer's Liability Insurance in the statutory amount as required
by state law.
14.4 Proof of Insurance Requirements/Endorsement.
Prior to beginning any work under this Agreement, Contractor shall submit the
insurance certificates, including the deductible or self-retention amount, and an additional
insured endorsement naming City, its officers, employees, agents, and volunteers as
additional insureds as respects each of the following: Liability arising out of activities
performed by or on behalf of Contractor, including the insured's general supervision of
Contractor; products and completed operations of Contractor; premises owned, occupied
or used by Contractor; or automobiles owned, leased, hired, or borrowed by Contractor.
The coverage shall contain no special limitations on the scope of protection afforded City,
its officers, employees, agents, or volunteers.
14.5 Notice of Cancellation/Termination of Insurance.
The above policy/policies shall not terminate, nor shall they be cancelled, nor
4
I
I
the coverages reduced, until after thirty (30) days' written notice is given to City, except that
ten (10) days' notice shall be given if there is a cancellation due to failure to pay a
premium.
14.6 Terms of Compensation.
Contractor shall not receive any compensation until all insurance provisions
have been satisfied.
14.7 Notice to Proceed.
Contractor shall not proceed with any work under this Agreement until the
City has issued awritten "Notice to Proceed" verifying that Contractor has complied with all
insurance requirements of this Agreement.
Section 15. Termination.
City shall have the right to terminate this Agreement without cause by giving thirty
(30) days' advance written notice of termination to Contractor.
In addition, this Agreement may be terminated by any party for cause by providing
ten ( 1 0) days' notice to the other party of a material breach of contract. If the other party
does not cure the breach of contract, then the agreement may be terminated subsequent
to the ten (10) day cure period.
Section 16. Notice.
All notices shall be personally delivered or mailed to the below listed addresses, or
to such other addresses as may be designated by written notice. These addresses shall
be used for delivery of service of process:
To City:
To Contractor:
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
Attn: Keith Van Der Maaten
Sanders Paving, Inc.
10645 Stanford Avenue
Garden Grove, CA 92840
Attn: Patrick Sanders
5
I
' !
I i ' i ' I
I
I
Section 17. Prevailing Wages.
Contractor hereby expressly acknowledges and agrees that the City has not
previously affirmatively represented to the Contractor in writing or otherwise, in a call for
bids or otherwise, that the work to be covered by this Agreement is not a "public work," as
defined in Section 1720 of the Labor Code. Contractor shall indemnify, protect, defend
and hold harmless the City and its officers, employees, contractors and agents, with
counsel reasonably acceptable to City, from and against any and all loss, liability, damage,
claim, cost, expense and/or "increased costs" (including reasonable attorneys' fees, court
and litigation costs, and fees of expert witnesses) which, in connection with the work
contemplated by this Agreement, including, without limitation, any and all public works (as
defined by applicable law), results or arises in any way from any of the following: (1) the
noncompliance by Contractor of any applicable local, state and/or federal law, including,
without limitation, any applicable federal and/or state labor laws (including, without
limitation, if applicable, the requirement to pay state prevailing wages and hire
apprentices); (2) the implementation of Section 1781 ofthe Labor Code, as the same may
be amended from time to time, or any other similar law, and/or (3) failure by Contractor to
provide any required disclosure or identification as required by Labor Code Section 1781,
as the same may be amended from time to time, or any other similar law. It is agreed by
the parties that, in connection with the work contemplated by this Agreement, including,
without limitation, any and all public works (as defined by applicable law), Contractor shall
bear all risks of payment or non-payment of prevailing wages under California law and/or
the implementation of Labor Code Section 1781, as the same may be amended from time
to time, and/or any other similar law. "Increased costs," as used in this paragraph, shall
have the meaning ascribed to it in Labor Code Section 1781, as the same may be
amended from time to time. The foregoing indemnity. shall survive termination of this
Agreement and shall continue after completion of the work by Contractor.
Section 18. Dispute Resolution.
In the event of a dispute arising between the parties regarding performance or
interpretation of this Agreement, the dispute shall be resolved by binding arbitration under
the auspices of the Judicial Arbitration and Mediation Service ("JAMS").
Section 19. Entire Agreement.
This Agreement constitutes the entire understanding and agreement between the
parties and supersedes all previous negotiations between them pertaining to the subject
matter thereof.
[SIGNATURE PAGE FOLLOWS]
6
I I
I
·I
I
l
IN WITNESS WHEREOF, the parties hereto have executed this Agreement.
ATTEST:
Maria Morris, City Clerk
APPROVED AS TO FORM:
Hans Van Ligten, City Attorney
CITY OF SAN JUAN CAPISTRANO
By:---:-:----------
Mayor
CONTRACTOR
By:---:::--:--:---------
Contractor
7
GENERAL PROVISIONS
REQUIREMENTS, PERSONNEL, EQUIPMENT, MATERIALS, AND SUPERVISION
REQUIREMENTS
a) Work will ordinarily be performed between the hours of 7:30 AM and 5:30 PM,
Monday through Friday. During emergencies, work may be required at other
than normal hours. The Contractor must receive the approval of the Public
Works and Utilities Director or authorized representative prior to commencing
work during hours outside those stated above.
b) Contractor shall maintain an adequate crew of at least two experienced
employees to perform the service required.
c) Contractor will be required to supply a list of equipment owned and available for
work.
d) Contractor will be required to supply a list of references for similar work
performed.
e) Contractor will be required to supply list of sub-contractors, if applicable.
f) Contractor may be required to supply additional experience references, if
requested by City.
g) Contractor shall provide City with required proof of liability insurance, workman's
compensation insurance, vehicle insurance, and City Business License as noted
in the contract documents.
h) Contractor shall be responsible for Contractor's compliance in all respects with
the prevailing wage rates to all the laborers involved, and with California Labor
·Code Section 1770 et seq., including the keeping of all records required by the
provisions of Labor Code Section 1776 and the implementing administrative
regulations. The City shall be a third party beneficiary of the forgoing covenant
with rights to enforce the same as against the Contractor.
i) Hourly rates and unit prices quoted shall include all safety equipment required.
Traffic control may be required on some sites, and shall be included in quoted
prices.
j) Hourly rates for regular, night, and emergency work shall be for actual tirne spent
on the job site. No travel time will be paid.
k) The Proposal will be awarded based on an analysis of Proposal Prices (for
EXHIBIT A
i
I .,
I I
I l
I
!
I ·i
l
I
l
I
I
normal work rates, not emergency or night work rates); Statement of Experience,
Statement of Equipment, List of Sub-ContractorsNendors and all provisions
noted in the Instructions to Proposers and General Provisions and Specifications
sections of the Specification Package. The City may award to one or more
contractors as required to meet its needs.
I) At any time prior to Proposal date, Contractor may inspect City property for
further information, if desired. City representatives will be available to answer
questions.
m) Contractor shall protect any and all private property adjacent to work areas. Any
damage to private property resulting directly or indirectly from Contractor's
actions shall be the responsibility of the Contractor.
n) All employees of Contractor shall wear a uniform or shirt that clearly identifies the
company.
o) Contractor shall supply a list of employee's names, and hours worked on each
date. ·
p) Contract Termination -If at any time, in the opinion of the Public Works and
Utilities Director, or authorized representative, the Contractor fails to supply
suitable equipment, an adequate working force, or material of proper quality, or
shall fail in any respect to prosecute any work with the diligence and force
specified and intended in and by the terms of the contract, notice thereof in
· writing shall be served upon Contractor. Should Contractor neglect or refuse to
provide means or satisfactory compliance with the contract, as directed by the
Public Works and Utilities Director, or authorized representative, within the time
specified in such notice, the City in any such case shall have the power to
terminate all or any portion of the contract.
PERSONNEL
The Contractor shall use and furnish a workforce necessary for the satisfactory
performance for the work set forth in this contract.
(a) Contractor's Employees
The Contractor agrees to require his/her employees to present a neat appearance at all
times while engaged in the performance of their duties and maintain good bearing and
deportment toward the public. Should for any reason an employee be unsatisfactory in
the opinion of the Public Works and Utilities Director or authorized representative, the
Contractor, when notified in writing, shall cause that employee to be removed from the
job and replaced by a satisfactory employee.
(b) Employee Attire
The Contractor shall require each of his/her employees to adhere to basic standards of
working attire. These are to include uniforms, with the Contractor's company name or
insignia clearly visible, proper shoes and other gear required by State Safety
Regulations, and proper wearing of clothing, which includes that shirts shall be worn at
all times, buttoned and tucked in.
(c) Typical Tasks
Contractor shall supply employees with the skills to perform various semi-skilled duties
in connection with asphalt forming, laying, and finishing and rolling, grading; operating a
variety of hand and power tools for purposes of maintaining public property and
operating equipment.
(d) Experience
Supervisors/foremen shall have a m1mmum of five (5) years of experience in the
asphalt/crack seal/seal coat maintenance and repair field.
(e) Licenses
Laborers will be required to possess a valid and current California Driver License,
including all insurances, as required by the City.
(f) Knowledge and Abilities
The Contractor's representative shall have a general knowledge of the asphalt
maintenance and repair industry, including suitable experience in the field to perform
the required work in a safe and thoughtful manner.
EQUIPMENT
The contractor shall use and furnish all equipment necessary for the satisfactory
performance of the work set forth in this contract.
(a) Vehicles
Contractor shall display the name of their firm on any/all vehicles used or
otherwise by the Contractor's employees. The firm name shall be in letters
large enough to be easily legible from a distance of fifty (50) feet during the
course of their work.
(b) Maintenance
All equipment used by the Contractor shall be kept in a neat and clean
appearance and maintained in top mechanical condition. All equipment shall
be properly adjusted, from an operational safety standpoint.
(c) Storage of Equipment
The Contractor is required to supply storage for equipment that is used in the
City. Equipment shall not be stored in the public right of way or on any other .
City property without written authorization from the Public Works and Utilities
Director or authorized representative.
MATERIALS
The Contractor is required to supply storage for materials that are used in the City.
Material shall not be stored in the public right of way or any other City property without
written authorization from the Public Works and Utilities Director or authorized
representative. The Contractor shall furnish all material, including, but not limited to,
equipment, etc., necessary for the performance of the work set forth in this contract.
SUPERVISION
The Contractor shall provide such adequate superv1s1on as to furnish ongoing
supervision of workmanship and adherence to schedules by the employees performing
the work under contract. The field supervisor or their representative shall check with the
Public Works and Utilities Director or authorized representative weekly as to ( 1)
schedule of work; (2) complaints, and (3) adequacy of performance, The Contractor
shall submit such reports as the City may require ensuring compliance with scheduled
work. The Contractor's field supervisor shall be onsite while work is in progress.
TELEPHONE, ELECTRONIC MAIL, AND EMERGENCY SERVICE CONTACT
INFORMATION
The Contractor shall provide the City at all times throughout the duration of this contract
emergency telephone numbers of at least two (2) qualified persons who can be called
for emergency conditions at any time that Contractor's representatives are not
immediately available at the job site. An alternate emergency number shall be provided
in case no answer is received at the first number. The emergency number shall be
used to contact the representative of the Contractor who can take the necessary action
required to alleviate an emergency condition which threatens to cause damage to any
City property.
In addition, the Contractor shall employ person(s) to answer telephone and e-mail
complaints, requests for service, etc. (an answering service will not be considered
sufficient for this purpose) during normal City working hours. Normal City working hours
are 7:30A.M. to 5:30P.M., Monday through Friday.
Contractor is required to provide the City with a 24-hour emergency number for contact
outside normal working hours. The response to an emergency call-out by the Contractor
shall not be more than two (2) hours and shall be considered part of the normal contract
except when delayed by problems caused by vehicle accidents or Acts of God.
EMERGENCY MEDICAL FACILITY
The successful proposer is required to provide the City with one (1) copy of an
"Emergency Medical Facility Designation and Procedure Sheet" before a contract is
awardei:l. On this sheet, the successful proposer must designate a twenty-four (24)
hour emergency medical facility to provide emergency medical treatment/care in the
event of injury to any of the Contractor's employees. It will be the responsibility of the
Contractor's supervisor/lead worker to transport or make arrangements for. the
transportation of any injured employee to and from the designated emergency medical
facility or any similar medical facility.
!
I
I
SPECIAL CONTRACT PROVISIONS
SCOPE OF WORK
Work To Be Done
Work to be done consists of furnishing all labor, supervision, methods of processes,
implements, tools, machinery, safety equipment, traffic control, materials and proper
licensing required to identify, remove, and repair asphalt/crack seal/seal coat
maintenance and repair services in those areas designated by the Public Works and
Utilities Director or authorized representative and to leave the grounds in a neat
condition. This contract covers · the scope of the Asphalt/Crack seal/Seal Coat
Maintenance and Repair Services. Improvement projects shall be bid out separately.
The Contractor shall furnish and maintain records designating exact locations and areas
of maintenance and repairs. Such reports shall be signed by the contractor and the
Public Works and Utilities Director or authorized representative in charge of overseeing
the work. All work for which a progress payment is made shall be. reported on and
certified according to the foregoing procedure, and in addition thereto, the Public Works
and Utilities Director. or authorized representative shall certify that the work has been
inspected and was completed to the satisfaction of the City prior to payment by the City.
Authorization of Work
Work will not be performed without prior approval and only as authorized by the Public
Works and Utilities Director or authorized representative.
Progress of Work
Work shall proceed in an orderly manner. Wherever possible, work shall be completely
finished prior to workmen proceeding to the next location. Any exceptions shall be
approved by the Public Works and Utilities Director or authorized representative.
Alterations
. The City reserves the right to increase or decrease the quantity of any item or portion of
the work or to omit portions of the work as may be deemed necessary or advisable by
the City. The Public Works and Utilities Director or authorized representative may make
such alterations or deviations, additions to, or omissions from these specifications, as
may be determined during the progress of the work to be necessary and advisable for
the proper completion thereof. Such alterations or deviations, additions or omissions.
shall in no way affect or make void the contract. Upon written order of a Public Works
and Utilities Director or authorized representative, Contractor shall proceed with the
work as increased, decreased or altered.
i . I
! !
I
i
I
I I I
I
l
I ' ! ! ~
I
i
.I I
I I
I
l
l I
!
I I
I
I
I l
I ' I
I
Acceptance of Work Done
The Public Works and Utilities Director or authorized representative will make
inspections and determine that the work has been completed in all respects in
accordance with these specifications.
Billing Form
Contractor shall provide a billing form and progress payment form approved by the
Public Works and Utilities Director or authorized representative.
METHOD OF WORK
All work shall be performed per the Standard Specifications for Public Works
Construction (Green Book), Latest Edition.
The Contractor shall perform maintenance and repair services as per the City of San
Juan Capistrano Standard Plans as shown on Attachment 5.
The Contractor shall be responsible and shall take necessary precautions to prevent
public trespass into areas of work, until that time that the area is opened again to the
public for their use.
Rubbish and construction debris shall be disposed of to an approved dump site. After
removal operations have been completed, the grounds shall be left in a neat and
presentable condition, satisfactory to the Public Works and Utilities Director or
authorized representative.
The Contractor shall verify the location of all utilities prior to construction, repair or
maintenance, and shall be held liable for all damages incurred due to his operations.
Per City Council Policy 601, an Archeological Monitor is required to be onsite during all
excavations in excess of 18 inches.
The Contractor shall provide traffic control per the MUTCD subject to approval by the
Public Works and Utilities Director or authorized representative.
The Contractor shall monitor freshly placed asphalt for the length of time necessary to
prevent defacing of the asphalt. The Contractor shall be responsible for repairs or
replacement of new asphalt which have been defaced.
The Contractor shall be responsible for the replacement of any pavement markings that
are removed or are no longer visible in the course of the work. The markings shall be
replaced in-kind at the cost of the contractor.
I
I
I
NPDES Regulations
The Contractor shall comply with all City regulations regarding NPDES (National
Pollution Discharge Elimination System) Requirements and the City's Best Management
Practices. Contractor shall not discharge anything to the storm drain or creek.
Contractor will contain any materials that may potentially reach a City storm drain.
Contractor shall implement the attached Best Management Practices (BMP's) provided
by the City. Contractor will conduct annual training regarding stormwater regulations
and the appropriate BMP's for all employees working at City facilities Contractor shall
provide to the City annually, by July 1, with certification of the required training on
stormwater regulations and the BMP's, and acknowledgement of adherence to these
standards while performing work at the City.
When saw cutting, all water and residue shall be detained and vacuumed prior to
entrance into the storm drain. Vacuumed construction water shall be properly disposed
of. The Contractor is subject to severe fines and penalties should he/she allow
construction water to enter the storm drain or creek system.
During construction the Contractor shall provide street sweeping as necessary to meet
the requirements of the City of San Juan Capistrano National Pollution Discharge
Elimination System Program (NPDES).
Protection of Existing Utilities
The Contractor must take all due precautionary measures to protect all of the existing
utilities. When necessary, the Contractor shall have all utilities located by contacting the
responsible agency at least 48 hours prior to commencing any work. The Contractor's
attention is directed to the one-call utility notification service provided by One Call
Center. Member utilities will provide the Contractor with the locations of their
substructures when given at least 48 hours notice. Such requests should be requested
through One Call Center (1-800-227-2600).
Contract Termination
If at any time, in the opinion of the Public Works and Utilities Director or authorized
representative, Contractor fails to supply suitable equipment, an adequate working
force, or material of proper quality, or shall fail in any respect to perform any work with
the diligence and force specified and intended in and by the terms of the contract, notice
thereof in writing shall be served upon him. Should the Contractor neglect or refuse to
provide means for satisfactory compliance with the contract, as directed by the Public
Works and Utilities Director, within the time specified in such notice, the City in any such
case shall have the power to terminate all or any portion of the contract.
I
i l I
' I
I
I I I ' ' i
i
I
Extra Work
1. Extra work will not be performed without prior approval by the Public Works and
Utilities Director or authorized representative unless a condition exists wherein it
appears there is danger of injury to persons or damage to property.
2. Extra work may be required by the Public Works and Utilities Director or .
authorized representative as a result of acts of God, vandalism, theft, civil
disturbances, accidents, or improvements.
3. Payment for extra work will be based on actual cost of labor; plus wholesale cost
of materials, plus a markup. Extra services other than those listed shall be
negotiated on a time and material basis with a "not to exceed" amount.
4. The Public Works and Utilities Director or authorized representative is authorized
to approve extra work up to 25 percent (25%) of the annual cost of the
agreement, or reduce the contract amount by up to 25 percent (25%) of the
annual cost of this agreement.
Flow and Acceptance of Water
Surface or other waters may be encountered at various times. The Contractor, by
submitting a proposal, acknowledges that he has investigated the risks arising from
surface or other waters and has prepared his proposal accordingly. It shall be the sole
responsibility of the Contractor to protect their work from danger due to any waters
encountered. Should any damage occur to the work due to surface or other water, the
Contractor shall repair such damage at their expense.
Protection of Private Property
The Contractor must remain within the maintenance areas to the best of his ability. The
Contractor must protect all existing private property.
Protection of Maintenance Areas
Contractor shall protect property and facilities adjacent to the maintenance areas and all
property and facilities within the maintenance areas. After completion of project, the
maintenance area shall be clean and in a presentable condition. All public or privately
owned improvements and facilities shall be restored to their original condition and
location. In the event improvements of the facilities are damaged, they shall be replaced
with new materials equal or better to the original. Contractor shall repair such damage
at their expense.
Nothing herein shall be construed to entitle the Contractor to the exclusive use .of any
public street; way or parking area during performance of the contract work, and
Contractor shall conduct his operations so as not to interfere with the authorized work of
utility companies or other agencies in such streets, ways or parking areas.
Weekly Reporting
Contractor shall make weekly contact with the Public Works and Utilities Director or
authorized representative to determine work level and effort, as well as maintenance
performance. Contractor shall provide the City with a weekly Jog sheet showing the
names, dates, and hours worked of all employees for the previous week, on the
following Monday.
Withholding of Payment
If, in the event that inadequacies/deficiencies are determined by the Public Works and
Utilities Director or authorized representative, the Contractor will have 24 hours from the
time such items have been determined to be corrected as necessary. If Contractor fails
to correct within 24 hours, Contractor shall be fined the amount previously determined
at the time of the initial inspection. Deductions from the monthly payment due, for work
not performed, will be based upon the bid worksheets, which are to be submitted at the
time of bid.
Meetings
Contractors shall provide the Public Works and Utilities Director or authorized
representative with a contact person(s) and a phone number to reach the contract
representative at all times, 24 hours per day.
Contractor shall appoint and identify to Public Works and Utilities Director or authorized
representative a "site supervisor." This site supervisor shall meet with staff one (1} time
per week at a time and place agreed upon by both parties for as long as the contract is
in effect to discuss any problems/concerns which may arise and any goals for the
day/week.
I
I
I
I
I
I
I
I I
I
I l
I j
I.
STANDARD PLAN DRAWINGS
r
A'
OVER2' 1.0'
• WHlctmVBR lS LESS Btn'
N<n'UlSS TliAN .35
EXI'STING STREETTRENCHDETAIL
SEE SHEET 2 FOR NOTES
REVISIONS
of SanJuan
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
NOTES:
!. ALL EXCAVATION AND CONSTRUCTION OPERATIONS SH/d.L COMPLYWirn T!lBREQUIREMENTS
OFTHECAL!FORNIADMSIONoFINDUSTRIALSAF'ETYANDT!lBWORKARBATRAFF!C
COlliTROL HANDBOOK (LATEST EDIDON).
2. ALL TRENCHES WHICH ARE TRANSVERSE ORD!AOONAL TO EXISTING OR FUTURE STREETS
(JNCLUDING ALL INTERSECTION CROSSINGS). ALL LON(ll:I'UDJNAL TRENCHES lN THE STREET
wmilN 1.5 FEST OF T!lB EDGE OF THE GIJITllR OR EDGE OF CURlllF THERE IS NO GU'ITBR.
3. WHERE SLURRY IS NO! REQUIRED FOR BACKFll.LAND BEDDING "A", CRUSHBD
MISCELLANEOUS BASE PER THE STANDARD Sl'BC!FICA'IlONS SEC'IlON 200 • 2.4 CLASS 2
AGGREGATE BASE AND UNTREATED BASE PERSEC'Il0N200 • 2 OR 400 • 2 SHALL BE USED. ALL
SOIL MAlERALS FOR BACKF.II..L. BEDDING, AND FILL SH/d.LBE GRADED.PER SEC'IlON 21Jt).2 OR
400-2 FREE OF 1) CLAY; 2) GREATER TIJAN 2lNCH ROCK OR GRAVEL; 3) DEER!S; 4) WASTE; S)
VEGBTABLE AND DELETERIOUS MATrEll.. SAT!SFACrORY SOIL MATERIAL THAT MAY BE
APPROVED SHALL BE THOSE DEFINED BY AS'IM D 2467 AS OW. SP. OM. SM. SW. AND SP.
UNSAT.tSFACTORY SOILS ARE GC, SC, ML, MH, CL. CH, OL, OH, AND PT.
4. BACKFILL AND COMPACTION MEI'HODS SHALL CONFORM TO SUBSBCTION 306 • 1.3 OF
STANDARD SPEClFICAT!ONS FOR PUBUC WORKS CONSTRUC!lON (CURRENT EDIDON). EXCEPT
THAT 95% MINIMUM RE.LATlVE COMPACTION SHALL BE REQUIRED Wl'lliiN T!lB STRUCTURAL
SEC'IlON AND 0.5 FEliT BELOW IT AND 90% COMPACTION IN T!lBREMAJNDER OFT!lB BACKFJLL
ZONE.
5. ALL.REFERENCBS TO SLURRY SHALL MEAN CLASS 100 • B ·100 SAND/CEMENT SLURRY.
6. ALLA.C. REPLACEMENT REQll:IRES TACK COAT ON EXISTING EDGES AND A SEAL COAT ON THE
SURBACB. ·
7. PRIOR TO PLACJNG BACKFILL, CALL CITY ENGJNBBRJNO DMSIONFOR BEDDlNG INSPECTION.
8. T!lB WHEEL OR SAWCUT OF A.C. SHALL BE A STRAlG!IT. CLEAN LINE ACCEPTABLE TO THE CITY
ENGINEER. · .
9. WHERE EXISTING A.C. EXCEEDS 0.5 FEST lN THICKNESS, ALTBRN'ATB PAVEMBNT llBPLACBMEN'f.
THAN REQUIRED HEREON WlLL BE SPilC!FlED BY T!lB CITY ENGJN1!ER,
10. PRlOR TO PERFORMJNG ANY WORK lNTilE PUBUC RlG!!T. OF. WAY A PERMIT MUST BE
OBTAJNED FROM CITY ENGINEERING DIVISION.
11. ON ALL IDGHWAYS SHOWN ON THE MASTERPLAN OF HIGHWAYS THEA +B + B SHALL BE OF
WIDTH SUFFICIENT ENOUGH TO ACCOMMODATE A: SELF. PROPELLED STEEL ROLLER.
12. ALL WORK SHALL CONFORM TO THE 'GUIOELJNES FOR TRAVEL EXCAVATION;' AITACHED
HERETO.
REVISIONS
City of San Juan Capistrano
EXCAVATION AND.RESURFACING
STANDARD
STANDARD
PLAN NO.
700
S!IT..LOF..,L
I
GUIDELINES FOR TRENCH EXCAVATION
1. A TRENCH IS DBFlNllD.AS AN E.Xr:AVATION IN WHICH TilE DEI'TH rJl ORBATllR
mAN THE W1D'l'R OF TilE BOTroM OFTHEI!XCAVATION. .
AIL TR!lNCHRXCAVATION AND RELAT!li) WO!UCS!IALL CONFORM TO SDBSBCI'!ON
306-1 OF'I'Rll CIJRRBNT lliliT!ON OF THE "STANDARDSl'BClFlcmDNSFOR PUBUC
WORKS CONSTitUCl'ION' (STANDARD SPilCIPlCATlONS) AND AS FURTHER
SPBC!FlED BELOW: ·
A MAXJMUMLBNGTH OF OPEN TRENCH SHALL BE 200 FBBl'OR TilE DISTANCE
NllCJ!SSARY TO ACCOMMODATB THE AMOUNT OPPIPBABLB TO BE lNSTALL!lD IN
ASINGU! D~ WRlCIIBVRR IS GRilATJlR. .
B. BEPORBEXCAVATINGANYTRilNCRF!VEPBBTORMORBINDEl'TR, TRil
CONTRACTORil'llRMrrr!!ll SHALLSDBMlTTO TilE crrY Alll!I'AlL!!D PLAN
SHOWJNO TIIEDESlllN OF SHORING, BRACING; SLOPING oRO'lliBRPROYIS!ONSTO
BE MADE FOR THE WORJ:ERS' PROTI!CI'ION. TillS PLAN MUSTCOMl'LYwtl'H TRil
RBQUIRllMllNTS.OPTilESTATB OF CA1..IFoRNJ:A CONSTRUC!'ION SAPBTYOROORS,
ARilCLE 6, SBC!'ION 1540. IF THrJl PLANYAR!ES FROM SROIUNO SYSTI!M
STANOARDS,rrSHALLBBPRBPARBOBYAREOr!lTilR!!DClVlLENUJNEBR. THE
PLANWlU-BBRBVlBWBDBYTHBcrrYPRIDRTOTHBCOMMBNCBMBNTOP
EXCAVATION BYTHB CONTRACI'ORJPERM11TBB.
C. PRIDR TO COMMBNCJNG WOIUC ON THrJl PROmct: TllB CONTRAC'IORIPBRMn"'l
SHALL SUBMlT TOTllBcrrY FORAPPROVALA PLAN AND SCHBllllLB OF
CONSTRUCl'!ONW!!lCll WILL ALLOW TllllLilAST INCONVBNIENCB TOTRB PUBUC
ANO/ORRilSIDilm'S. tl'l'lL!l'Y TRENCHES MOSTBBBACKI'ILLBD AND COMPACillD
ORCOVBREDwrrRSTEllLPLMJ.'ESSOTHATALL·RESIDllN'lllWlLLHAVBACCBSS'IO
'l'llBIR DRIVEWAYS PRIOR TO CONTRACTOR/ PllRMllT.Ell I..BAVING JOB srJl! I!AC!I
DAY. AIL TRllNCHBs DI!EPBR THAN OJS FOOT IN ROADWAYMUSTBB COVIlRBD
WTm S1E!!L PLATl!S ORPBNCED, AS DllTERMlNI!D BYT!lll = WIIBNLllFl'
OVERNIGHT. ALL PLATES SHALLBB PLACBO AND SBCtlRBD AGAINST
DISPLAC!iMBNT IN CONFORMANCE wrrRTBBPROVISrONS OF TilE 'WORK AREA
TRAFI'IC CONTROLIIANOBOOKPOBLISBBD BYBU!llllNG N!!WS,JNC., L.\lEST
EDmoNTHERBOP. ALL PLATES PLACBO ON ART!lRIALI!llJHWAYS SHALL BE
SllCURilD ALSO BY SPIKES.
2. BEDDING MATE!UAL WHICH SUPPORI'S THE CONDurr SHALLEXT!lND A MINJMUM
OF 1.0 FOOl' ABOVE TllB CONDurr AFTERDBNSIF.lCAIION.
3. PRJOR TOBACKFli.tlNGOFTHETRENCHBYTRECONTRACTORIPSRMlTI'BB. THE
PROPOSBD.IiACKFlLLMATBRIALMOSTBBAPI'ROVBDBYTHB= WBBN
REQUESTED TilE COin'RACToR/PilRMJTI'E.ll SHALL PROVIDE TEE ClTYwrrll A
CBRTlFlCAl'll·OFCOMPLIANCEFROMASOILSTESTJNGLABoRATORYAl'PlWVBD
BY TilE CITY.
City of San Juan Capistrano
REviSIONS EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
SHT.1__0P ..L
WHEN REQUIRED BY THE CITY, TESTS SHALI.BBPBRFORMBD ON ALL PROPOSED BACKFJIL
MATl!RIAL TO IlNSURE UNJFORM COMPLIANCE WlTH CITY BBQUIREMBNI'S. ANY!MTBRIAL tmT
FAirS ON -SITE TESTING IS SUBJl!CI' TO REMOVAL AND DISPOSAL Kr Till! liXPilNSE OF THE
CONTRACI'ORJPBRMITrllll. . .
4. Ail STATBD JNTI!E 'l'RilNC!llNG DE'Il\JLNO'I'BS, BACKFJLLAND BBDDJNG MA1'IliUALS S!!AILRAVBA
SAND BQtliVAUlllr (S.E!.) AS DEl'BBMINED BY 'l'l!ST MllTllOD NO. CALIF. 217 AND SI!AlLBB OF
DllNSlFIBD TO A MINlM!JMRllLATIVB COMPACTION OF 90 PBRCBNT (95 PBRCBNTlNTilBCAilB
SUBPARAGRAFH 4B l3BLOWJ BY THE USB OF MECHANICAL TAMP!mS, ROILBRS, OR VIBRATORS
AI!PROVBD BY THE CITY. "S'CIMPJNG" TYFllBQU!l'MllNT S!IALL NOTBBUSI!ll FORDl!NS!FYlNG
TRPNCH BACKFILL Wl'IliOUTPRIOR CITY APPROVAL WHEN THE CONDUIT OR PJPB!S Cll'lllllt THAN
RBlNPORCBD CONCRETE ORAS OT.HilRWISB SPBClFJBO BY THE FUBLICUL'!IlTY OOMPANY
STANOARDS. MATElUAL FORMEC!fANICAILY COMPACI'ED BACIO'IILSHALLBB 1'!-ACillllNLIFTS
.NO'l'llXCBBD!NG THICKNESSllS Ail SPBCIFIBD lN SUBSECI'ION306 -13.2 OPT!lBSTANDARD ·~
SPBClFICAl'IONS FOR THil TYPil OF BQtJIPMENTUSBD. CLASS 100 • E· 100 SAND-G!MBNT SI;u~~
MllCHANfCAILY MIXED (!lAND MIXJNG IS NOT APPROVED) AND PLAC!!D lNCONI'ORMANCBWITH
CITYBBQU!lU!Ml!NTS, MAYBE USED WHEN APPR.OVBD BY THE crrY. ·
A.. TESTING OF BACKFILL MATBIUAL SHALL BBPBRFORMED BY THE CONTRAC!ORJP!!llM1TIEil. AJl
BBQUJBEJ) BY TilE Cl.'lY TO ENSURE ll'N1FORM DBNSIF!!!ATlON. API'l\CVAL OFTllB 'lEST RllSUCrS
FORilACKFJLLMATBR!AJ, SHALL BE SECURED FOJ!MTHE CITY 1'RlDR TO PLACllMllNT OF
PllRM.ANBNTBASBGFPAVlllil:BNT. ALL TESTS SJlALLBBPBRI'OI<MBDATTlll!BXl'l!NSBOFTHE
. CON!l.lACTORil'llRMriTEB. .
B. WHER!l'l'RilNCHBXCAVAl'ION OCCURS W1TI1IN EX!STJNG PAVBMENf, THE FOLLOWlNG CONDI'l'lONS SHALL APPLY> . . .
I. TilB UPI'BR 0.5 FBEI' OF SUBGRADE AND Tim STRUCl'URAL SllCilON SHALL BBDBNSlFlllD TO A
MlMMUM RBLATIVE COMPACI10N OP95 PERCENT. THE RBMAlNlNG BACKFJLL SHALl. BE
DBNS!FlEO TO AM!NlMUM RllLATIVBCOMPACTIDN OF 90 PllRCBNT.
2. ALL TRilNCHBS WRIO! ARE TRANSVBRSB OR DIAGONAL TO BXISTJNGSTRilllTS.ORARllWITI!lN
AN lNTERSBCI'ION SHAU.BB BACI(F.ILLED WIT!! CLASS 100 • B -100 SAND-cBMEliT SLURRY: WHllN
LONGl'l'UDlNAL TF.J!NCH!NG IS PROPOSED NBARCURBS AND GUTTERS, '1'H1! WALLS OFTIIB
TRBNCH SHALL NOT BE WITHIN 1.5 FllBT OF TilE EDGE OFourr::a~RBDGB OF CORll!PmBRBIS
NDGUITBR) IPTI!B TRENCH IS lN-rn:BSI'iUlEr, NOR WITHIN 1.5 OFTHEBACKOFTHBCIJRB lFTHBTRBNCHISlNTHBPARKWAY,UNLBSSPR!ORAPPROVALISOB'OONBDFROMTHBcrrY.~~
WIIBNTR!lNCH WAlLS l.SFBilT OR CLOSER TO THEIIDGB OFGUTTllR. (OR EDGE OF CURB IP.~
IS NO GUITBR) ARfl APPROVED BY THE CITY, TI!BNTHE TR!lNCHSHALLBEBAcmLLEll WITH
CLASS 100 -E • 100 SAND-CEMENT SLURRY. .
3. THE EXISTING PAVEMBNTS!iAu.BB COT ON ALL SIDES O.STO I.OFBETWIDER TBANTHE~·
WIDTH. WHEN THE E.D<lE OF EXISTING PAVIlMBNTIS SO CUT. ALL JlXISTING PAVE\!ENTB~• ~-·
'!'liB EDGE OF THE CUT AND '!'liB GU'ITBRS!!ALLBBREMOVBD IF IT IS LBSS TBAN 2.0 FBBT IN
ll'N1FORM WIDTH. ALL BOOBS OF RECONSTRUCTED PAVEMENT SHAJ.LBE S'l'!WGH! AND
UN!FORM. IF THE CONTRACTOl!!PllRMIITEE CIIOOSBS TO USE A 'PAVBMENTBRBAKER" FOR
MARKJNG THB lNITlAL LIMITS OFTRBNC!! EXCAVAl'ION; THE AR!!A.SOMARK!ID MUST BE
CONTINUOUSLY BARRICADED TO PRBVBNTTRAFF!C FROMPAJlSING OVER '!'liB l!.'Dll!m\Tll>NS lN
T!IBPAVBM!lNT,AS W!li.LAS THBARllAIMMillllKf'!l[X ADJACl!N'I'TOANYEXCAVATION. SUCH
BAIUUCADING OR 'I'RAl'F!C CI.OSURE, HOWEVER. SHALL COMPLY WITH CONTRACTIP!!RMIT
TRAFFIC RBQUJRllMBNTS, AND NOT CONSTITUl'EAllDITIDNAL CLOSURJ!. ALL LOOSE
PAVEMENT AND OTHER DEBRIS SHALL BEIMMBDIA11!LY RBMOVBD.PRIOR TO
SURFACING OFTI!B TRENCH, TliB BX!STJNG PAVEMENT SHALL BB CUT AJl
SPBCIPJEO ABOVE, ANY BARRICADING SHALL CONFORM TO CITY TRAFFIC
REQUlRI!MilNTS AND PROVISIONS OF '!'liB "WORK AREA TRAFFIC CONTROL
I!ANDBOO!C".
REVISIONS
of San Juan Capistrano
EXCAVATION AND RESURFACING
STANDARD
STANDARD
PLAN NO.
700
4. 'l'RBNCH RBSVRFAC!NG SHALL MATCH THB lll<lSTINO STRllBT stJR.Ro\CB (A.C. ORP.C.C.) MID SlfAIL
BEO.I FOOT'lHICXER'llWIBX!STINGPAVEMEN'.C THEMIN!MUMT!llClOUlSSESGF'I'RllNC!!
RESURFACING M!<l'SIWILS SBA!.L CONFORM TO T!lB POLLOWING TABU!.
· LOCAL STRBBTS AND ALI..IiYS
MAIOR, PRIMARY. SECONDARY AND
COMM1lTllR STREEfS (AS SHOWN ON
Tl!BCITYMASTI!R.PLANOPB!GHWAYS)
OJ5 FOOT A.C. ORP.C.C. OVER 0.50 FOOT A.C. OR P.C.C. OVER
0.65 FOOTC!2 AB OR CM:B 1.00 FOOT CI 2AB OR CMB
OR OR
OJ5 FOOT A.C. ORP.C.C. OVER OJ5 FOOT A. C. ORP.C.C. OVER CLASS
CLASS 100 • E • 100 SAND CEMBNr 100· E-100 SAND-CBMllNT SLURRY SLURRY·
5. IFTBMl'O.RARY ASPHALT CONCRETB PAVEMENT IS PLACED IN ANYPAVEMJ!NTCUT,IT SHALL BE
MAINTAINJlD J!Rl!EOFHOLES, RUTS OR OTHERFAILUR!lS. 'ffilS TEMPORARY PAVEMllNT SHALL BE
llllMOVBD AND DISI'OSBD OF, AND PERMANENT ASl'HAl:r CONCRETBPLACIID W1I'lllN A PERIOD OF
TEN'\VORXING DAYS ORAS OTRllRWJSllAPPROVED FOR PUBLIC lJTlLITY CQMI>ANlES, FOLLOWING
THBPLACBMBN'l'OPTHETBMl'ORARYPAV!lMBNT. AFrllRJ<BMOVALOFTllMPORARYPAVllMENTAND
PRIORTOPLACEMBNTOFPHRMANBNTASPEAI:I'THESillUlACBOPTHESUBGRADB,BACRPILLOR
BASB, AND BDGES OF ADl.ACBNT PAVBMENT SHALL BE APPROVBD BYTHBcrrY. TillS STJRPACB ·
SHALL BE 'I'BSTBDIINSPBC'l'ED FOR COMPACI'ION, ELEVMION, SURFACBUNIFORMII'Y; AND IT SHALL
BBFIRM. HARD AND UNY!BLDING. THB BilGES OF PAVBMBNT SHALL BE INSPECl'BD FOR WlDTE.
STRAIGHTHBSS, AND !'ROPER TACK COAT.
6. IFTHB CONTRACTOR~l'iu.!M:rrnm PROPOSES TO OPEN A S'l'RHEl'TOTRAFFICAFTBRI'BRMANENT
ASl'IW.:l' CONCRJlTB (BASE CO!JllSE) HAS llll!lN INSTALlJll) IN THl! Tl!llNC!!. BUT PlUOR TO
INSTAlLA110N' OFT!!El'lNALPAVIlMENTCODRSB, THEPAVJlMBNT SHALLBBMAIN'll\lNBD IN SUCE A
.MANNER TIIATHDLI!S, RUTS, FAJI.URES, AND ABRIJI'TCHANGJ!S INBUIVATIONWILL NUT OCCUR.
~~~~~B~8~J:k_CITYPRIORTOO!'ENJ)!GTHB ·
7. 'l'lllll'INALPAVBMENT COURSB SBA!.L BE MADEIN.SUCHAMJ.NN!!R 'i:ID\:r IT WlLLBE FLUS!! AND
CONFORM WITH THE 1lXlSTINGSTREBT SURFACE T!lB cONTRACI'ORIPllRMITl'EBSHALL OBTAIN
AP.PROVALFORM THE CITY PRIOR TO PLACINGTHB FlNALPAV!lMBNT COURSH
~~~ ~~! City of San Juan Capistrano ~ $
REVISIONS EXCAVATION AND RESURFACING STANDARD
PLAJ.'-INO.
STANDARD 700
. ~~ ~ ~ 7!20f9S
AiiPR.OVBD B'Y CrtY ENGINi!.BR. WJlllAM lit~. 31'185 DATE SHT. 5 OF.£
8. THE CITY GUIDELJNES FOR TESTING BACKFILL MNI'ERIALARBAS FOlLOWS:
A. PRIOR m TRENCH EXCAVAl!ON, THE GRADING SAND EQUIVALENCE (S.B.~ AND RELATM!
COMPAcrroN CURVI! OF TIIBPROPOSED BACRFiLL MAl'ERIAL SHALLBBDBTSRMlNBD AND
A CBRrlFICATEOF COMPLlANCI!PROM A CITY APPROVED SOILS TBSTJN(l IJ.l!OilhTORY
SHAILBB StlBMm'BD TO THB CITY; Till! CITY MAY RBQ!llRI!ADDITIONAL TESTING AT THE
BXPllNSB OFTII!l CONTitACI'O.Ril'B m llNSIJRB UN!FORM COMPLIANCE AND MAY
ACCEP!' ORRBillCT Tim MATERIAL BASBD lll'ON SUCH TESTING. UNSUITABLE M.I:£BRLIL
AS DEI'l!RMlNllD BY TEl! CITY SIIAILBE RBMOVBD FROM THE Srlll ATTHBBXI'BNSB OF
TEE CONTRACTOR11'1'!RMlTmB.
B. RELATIVE COMPACTION TESTS S11AIL BB FBRFORMBD ATJNTEIWALS NOI'BXCB!!DIN0200
FEllT IN LENGTH AND 2.0 FllBT INDBP'!H. ANY MATERIAL THAT FAlLS A COMPACTION TEST
SHAlL Bl! RI!COMFACI'llD OR REMOVED TO LIMlTS DBTBRM!NED BYTBE CITY. ·
9. BARRICADES AND'IRAFI'IC CONTROL SIIAIL BBFI!RFORMBD PER TllB "WWRK AREA
TRAFF!C CONTROL IIANDBOOK'' POBLTS!li!D BY BUlLDING NBWS,INC., I.A1l!STI!DITJON
TBBRBOF.
10. ANYPAVEMENTTRAFFIC srtuPING REMOVED OR OBr.rr:ERATED PUB TO
CONTRACTOB/PERMlTl'E! OPI!RAT!ONS SIIAILBE R!lPLACED BY THB
CONTRACTOR!PI!RMriTEE IMMBDIATELY FOLLOWING FINAL PAVINGIPATClllNG. TO TEE
SATISFACI'ION OFTIIB CITY. Tim CONTRACTORIPl!RMl'l'l'BE SHALL ALSO PROVIDE
TI!MPORARY PAVEMENT MARKINGS DURING CONSTR.UC!'IONW!!EN RllQUlRI!D BY THE
CITY. ON CITY CONTRAcrs TI!B CONTRACTOR SHALL RESTRIPBAS REQUIRED BY THE
S!'EClFK!ATION. .
of SanJuan
REVISIONS EXCAVATION AND RESURFACJNG
STANDARD
STANDARD
PLAN NO.
700
I
:;; ;::-.:·;.: -EXCAVATION I !/II 1/ = AJU;A OFCONCRErEPAVE.\fENT
TO BE SAW CUT ANJ? REPLAcED·
---,:_ li8"X2" SAWCUT -SAWCU! 2" DEEP
REVISIONS
City of San Juan Capistrano
. CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO.
715
NOTBS:
1. CONCRJm;PAVllMENT SHALL NOT BE CUTWITifOUT PRIOR IU'PROVALFROM
TI!BCITY BNGINEBR.
2. EXCAVATION SllALL ALSO CONFORM TO THE RBQlJJREMENl:S OF STD.PLAN
NO • .lQl!. . .
3. TilE EXTENT OF REPAIR OPCONCREl'B CUTS NOT SHOWN ON THIS
S:ll<NDAJU) OR OF CUTS MADE WTI1IlN THRilB FEET OP EXJSTING PATCSBS •.
CRACKS OF DBTERlORKrBD SLAllS SHALL BE DllTERMJNBD BY Till! cn'Y
ENG!NllER.
4. AIL CONCRE'lll WORKSHAU. CONFORM TO TilE CtlRRBNTBDITlDN OPTBB
S:ll<NDAJ<D SPBC!FlCATlONS FOR POJlLlC WORKS CONSTRUC1'10N AND cn'Y
OF SAN JUAN CAPISTRANO STANDAllD PLANS.
S. AIL TRANSVHRSB AND LONOITUDINALJO!NTS AND OU'lllR.llDOBS OF
PAVEMENT MUCH ARE PART OF '!HE REPLACEO CONCRETE SHAILBE
BOOED WITH AN !lOOlNG TOOL HAVING A RADIUS OP V4" AND IN
ACCORDANCE W1Tif CITY STANDARD PLANS.
6. REPLACED CONCRETE TIIAT JOINS A SAWED BOOB OF THE EXISTlNG
PAVI!MBNT SHALL BE 'TOOLED •.
7. REPLACED CONCRETE SHALL BEF!NJSHED TO TliE SAME SURFACE rmcrL'RE
AS THAT OF ADJACENT EXJSTINO CONCR!ITB.
S. THELlMI:rSOFlUlMOVALANDRlll'l..ACBMllNINTHETRAVELEDWAY
BEDETl'!RMINilDBYTHECITYENG!NBER.
9. DOWBL!NG MAY BB REQUIRED AS DlRBCTED BY TilE CITY ENOINEER.
10. ALL Rl!MOVALS IN CROSS GUT!'ERS SHALL BE ALONG EXPANSION OR
WBAKBNBD PLANE JOINTS PER STD. PLAN NG.~
REVISIONS
City of San Juan Capistrano
CONCRETE PAVEMENT
REPLACEMENT
STANDARD
PLAN NO,
715
PROPOSAL
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR SERVICES
From: SCLhders Pav;rz:v1ne-. I
CONTRACTOR
To the Honorable City Council
City of San Juan Capistrano
Gentlemen:
!
The undersigned, as Proposer, declares that he/she has carefully examined the location
' of the proposed work as described, examined the Sp~cifications and G~meral .
Provisions, read the Instructions to Proposers, and is f~miliar with all proposal
requirements, and hereby proposes and agrees, if the propos~! is accepted, to complete
said contract in accordance with the Contract Documents for the following:
. I
Said amounts are to include and cover all taxes, the performing of all the labor requisite
br proper and the· providing of all necessary machinery, tools, I apparatus, materials and
other means of maintenance and repair; also, the performanc~ and completion of all the
work in the manner set forth, described and shown in the SJ\ecifications for the. work.
Contractor will be required to pay for permits on City prdjects (i.e. encroachment
permits). Contractor may invoice City for reimbursement of ~ctual permit fee(s) only.
All prices quoted shall include removal and disposal of all ~aterial, such as, but not
limited to, sludge, grease, water, mud, roots, trash, etc., frqm the project sites. All
prices quoted shall include traffic control as required by the ~-Unit pricing amounts
shall remain in place for the three (3) year term of the agreem~t.
!
It is anticipated that the chosen Proposer shall commence war~ on January 1, 2015
. .
(If an individual, so state. If a firm or co-partnership, state th~ firm name and give the
names of all individual co-partners composing the firm: Presidl!! Secretary Treasurer,
and Manager thereof.)
oate_/_o_-_,l_~_-_2_c7_1-+f-
Sl E QF CONTRACTOR
Name: Per±ru (:jt_ :5:1n::kr$
Title: Prez,zdw
Company: 5aMe;;:{JVJYrJ, "[he--.
Business Addrei.ss: lOWS Skafitrd fk.
&rA.efl &bwe:.. . CJf qg,gljQ
I I
State Contractors License #: 71!2LJ5
E-mail: 5trdJ? f)qv~.:J «a! (lpyv)
Telephone# (J;t/) -fR/'61
\
EXHIBIT B
PROPOSAL-ASPHALT/CRACK SEAUSE).L COAT
MAINTENANCE AND REPAIR SERVICES
FROM: Sornders Vav,~,Ine-.
co RACTOR I
The undersigned, as Contractor, declares that she/he has carefully examined the
location of the proposed work as described, examined the Sp~ifications therefore, read
the Ps:oposal Instructions, and is familiar with all proposal requirements, and hereby
proposes and agrees, if the proposal is accepted, to compl~te the said maintenance
and repair in accordance with the Contract Documents, for the iunit price or lump sum as
follows: ·
Work to include, but not limited to, services listed above in o~ on City owned property
and right of way (i.e. parks, parkways, medians, faciliti$, parking lots, streets,
sidewalks and open space). Said amount shall include and cover all taxes, overhead
and sub-contract expenses, the furnishing of all materials, the performing of all the labor
required, and the providing of aU necessary machinery, toqls, apparatus, and other
means of asphalt/crack seal/seal coat maintenance and rep · This is a valid and
binding proposal to do all work herein proposed for the ~~~t~~~~ro
I
Sl
Name:-'~U4~~~~~--
Title: ---4-..i...k...L!.!.~!!.!.---'----t't--::--==-
. Company:._..~...L::f.!.-e:"-"-"=-"-='---'-rr~-'7'-,
Business Addre~s: .LI;!J~'7'-"""'-'-'"'-"":...L
0Grd.en I( "2?JMj
State Contractor's License #: ]]/ P 45
Telephone # bit/) SCD-&/?J
I
I .
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
I
PRICING-. 2014 PROPOSER BID SHEET
·. Aie!:!alt W:of'k..N9!!Dal Work Hgurs {7!30AM TO ~:30 PM} ·us.r:.=~arl S,L~.F~!!ar it ~lS.E: X!.f!r 3
Remove and Replace Asphalt {4'' thick) Less than lOOS.F. .$ /I· 80 fl ,:;;.1. ').6 41 )JZ.· 55
Remove and Replace Asphalt (4"thidd 101S.F.~ 250S.F. (p. 't!S (p' <io -'].JlO
Remove and Replace Asphalt (4"thick) 251S.F.·400S.F. fo. '10 bJS5 7.15
Remove and Replace Asphalt (4" ihickl Over400S.F. 5.50 6-l'15 {o. :<~
Total .
! ! I
!
~Qhalt Wetl!;~N!Bht Work ~lS.F. ~ear 1 $/S.F.~ar2 $LS.F. Y.!ar 3
'
.#iS. 50
I
Remove and Replace ~~f:laJ.t (4" thid<) less than l.OOS.F. f1, r5. '(? it> /(,. fl.5
I /0.75 Remove and Replace Asphalt (4"thick) 101S.F.-2SOS.F. 0 tJt! t().t,\'6 r .
Remove and Replace Asphalt (4" thick) 251S.F. • 400S.F. 7.qo <f_g? <f,_{p6
•
Remove and Replace Asphalt (4'' thlck) over400S.F. (ft. 'ttl 7-PG 7. ~5
Total I
\ !
Q!!l§r $l_FtYegr1 i ~[Ft'Y~r2 $lFtYear3
Crack Seal LF. ..11 1-00 .$J I· i>:Z. S'/ 1-0~
Slurry seal Coat S.F. .J.{6 , '-17 ' If'!
! !
REGUlAR WORK· HOURLY RATE ~lHr In Words ! •
AJ;.n.e.+v, 011-k bCI/}~1"5 ' Hourly rate, per man, per hour I
i !
NIGHTWORK ·HOURLY RATE 5/Hr ln Words i !
Hourfy rate, per man, per hour, after regular work hours one.Hvrdf~ i;J;a-'1 siv ':/::rrs·~ vm~s
i ' ' !
EMERGENCY WORK· HOURLY RATE SJ Hr In Words 1
Unit Price, per man, per hour For First Two Houei: Dne. H_wdred iT w<!.lv?--bo fbrs
Unit Price, per man, per hour FQr Each Hour J.1!er,c~r M~dq 5..ev},., fi ' ' o'l7~ """ 9~te:~~"G-~---,--~-·····------· wltt:i!Jt..·---~ ·-z:f?J\ ./~. ~···-·¥•••" --;::;:::> . . -.. .ns~-~----= r-· , ,
COMPJ;NL_ ... • ...... -~ . __ • ·-·---_. .... ·---·--------jDATE ·-· . -· __ Sl ' ·-----· j·----~,~--·-···----__ ... _
'
-~------------1
!
\
-·
I
Said amounts are to include and cover all taxes, the performing of all the labor requisite
or proper and the providing of all necessary machinery, tools,iapparatus, materials and
other means of maintenance and repair services; also, the pe~ormance and completion
of all the work in the manner set forth, described and shown in/ the Specifications for the
work. Contractor will not be required to pay for permits on City 1 projects.
i
It is anticipated that the chosen Proposer shall commence wor~ on Januarv 1. 2015.
(If an individual, so state. If a firm or co-partnership, state th~ firm name and give the
names of all individual co-partners composing the firm: Presid!:lnt, Secretary, Treasurer,
and Manager thereof.) · · 1
Further, the undersigned proposer certifies that he/she has! thoroughly checked the
figures set forth in this proposal, that they are correct to the lje of his/her knowledge
and that they constitute his/her proposal for the work calle he ·n.
Date IO-/Y-2oN
Business Addr~ss: J f.
C:m:rti.el) ~0/!9 . Cit 52!Z1C
State Contractdr's License #: "77 ?3lfS
Telephone # W £i3()-{;;f?,J
\ '
STATEMENT OF EXPERIENCE
THIS PAGE TO BE COMPLETED BY PROPOSER AND sdBMITIED TO CITY AS
PART OF QUOTATION. !
1. List contracts of a similar type -either currently held or held within the past ten (1 0)
years. I
PERIOD OF
CONTRACT
FROM/TO
Date /O -Al-2-olt..j
CONTACT NAME
AND PHONE
NUMBER
LIST OF EQUIPMENT
·!
THIS PAGE TO BE COMPLETED BY PROPOSER AND siliBMITTED TO CITY AS
PART OF QUOTATION. !
List equipment owned by the quoting firm or sub-contractors t(Jat is available for use on
this contract. Provide type, make and model year. Use additio?al sheets if necessary.
Date 16 ~ / S:. 2c:; I '1
s
Title: -1.....!.1'-""';="f"--~A--=--:-::-
Company:..s...e:!.!-, =.LL--1.'~'-'ff'=.:::::-:,-.
Business Addr~ss: lJX~!._f~fJ!J.~
f:ur)/'11 G:rwe. C!l--iat/10
State ContractJ..s L:<:ense #: /1 I 3lf5
Telephone # bt~) '5"3{)-lflft6/
!
Sander's Equipment List
' I
r
.!
\\
111012013
LIST OF SUBCONTRACTORSNENDdRS
i
THIS PAGE TO BE COMPLETED BY PROPOSER AND SUBMITIED TO CITY AS
PART OF QUOTATION.
Date /0-I&-::. 2ultf
Title: ttdldeoi
Company: ~~ ~v~~~-
Business Addr~ss: )'()fL S~ hf.
~rder C,oi/ Ctt q,?Jl'/0
State Contractor's License#: 77!3'/5
Telephone # ibJLlj 530-{pjf!J
!
CERTIFICATION OF COMPLIANCE
I
. STATE OF CALIFORNIA PREVAILING WAGE LAW REQUIREMENTS
'
The CITY has been advised that the Prevailing Wage~ Law applies to the work.
CONTRACTOR shall be responsible for CONTRACTOR's cbmpliance in all respects
with the prevailing wage rates to all the laborers involved, ~nd with California Labor
Code Section 1770 et seq., including the keeping of all :records required by the
provisions of Labor Code Section 1776 and the implementing administrative regulations.
The CITY shall be a third party beneficiary of the forgoing covenant with rights to
enforce the same as against the CONTRACTOR. 1
i
I, PvJr 1Cdi :2An-Jer.s · , und~rstand that I shall be
responsible for compliance in · all respects with the prevaili~g wage rates to all the
laborers involved, and with California Labor Code Section H70 et seq., including the
keeping of records required by the provisions of Labor Cod~ tion 1776 and with
implementation of administrative regulations. i
Date !0-/.r~ 2cJ!if
Title: __ll...!..:k.!,;l!lli1.~--t=r--===----
Company: '&r.: ::S ql// J4:. .
Business Addrdss: /O(d/'5 ;::;Jgrrfr) A-ve,
&zu).en Gnwe. if1f)fJ'fO
State Contractdr•s ~cense #: 17!3 '-/5
Telephone # 1{7/j) 5?£k(/;! 'iJ
'
~ n
::t:
~ m z
-i
U1
I
<YEAR ONE
AH!halt Work-Normal Work Hours {7:30AM TO 5:30PM)
Remove and Replace Asohalt (4" thick) Less than 100 S.F.
Remove and Replace Asphalt (4" thick) 101 5.F.-250 S.F.
Remove and Replace Asphalt (4"thick) 251S.F.-400S.F.
Remove and (4" thick) Over400 S.F.
AsQhalt Work-Night Work
Remove and Replace Asphalt (4" thick) Less than 100 S.F.
Remove and Replace Asphalt (4" thick) 101 S.F. 250S.F.
Remove and Replace Asphalt (4"thick) 251S.F.-400S.F.
Remove and (4" thick) Over 400 S.F.
Oth"
Crack Seall.F.
CoatS.F.
REGULAR WORK-HOURlY RATE
Hourly rate, per man, per hour ., .
NIGHT WORK-HOURlY RATE
Hourly rate, per man, per hour, after regular work hours
' '· l ." "
EMERGENCY WORK-HOURlY RATE
Unit Price, per man, per hour For First Two Hours
Unit Price, per man, per hour For Each Hour Thereafter
I
$[S.F. YEAR ONE
12.00
8.50
8.00
7.50
$£S.F. YEAR ONE
15.00
9.50
8.00
8.00
$£Ft. YEAR ONE
1.00
0.10
I I
so.ool
I
110.00
110.00
100.00
ASPHALT PRICING-201,_4
PROPOSER BID SHEET
Hardy & Harper, Inc. I Quickel Paving, w•~Ai:y•'1i'Mill1ll
S.LS.F. YEAR ONE $[S.F. YEAR ONE
12.00 11.95
8.50 8.00
6.00 7.00
5.50 6.50
'
$£S.F. YEAR ONE $£S.F. YEAR ONE
15.00 15.00
10.00 10.00
7.60 8.00
7.00 7.00 .,
$£Ft. YEAR ONE $£Ft. YEAR QNE
0.90 0.90
0.45 0.40
I
110.00 55.00
'.'
140.00 110.00
v" % " '
120.00 110.00
110.00 100.00
,&
All Ametil;an Asphalt ---]_~-PiliP; li11::-i)BAiUefP8Vitlg-COnlPru1Y: "' •Wl11Wl11~' " , . " "' , . " j~$llll1iii"P'" ""; j£'1Jtkd"· , •', 1' ,Q' 'fl~t\'J
S.[S.F. YEAR ONE $£S.~. YEAR ONE ~£S.F. YE~R QN~
11.80 800.00 29.2!
6.45 421.00 10.5!
6.40 421.00 10.0(
5.50 421.00 9.5( ,.
' rr
$£S.F. YEAR ONE ~£S.F. YgA.R ONE $£S:f· YgA!! Q~E
15.50 550.00 62.6(
10.00 550.00 27.3(
7.90 550.00 19.8!
6.80 550,00 18.6!
$£Ft. YEAR ONE $£Ft. YEAR ON~ $£Ft. YEAR ONE
.
1.00 3.00 25.0(
0.45 0.65 0.6!
·Ill
I I
91.001 10s,ool 75.0(
i' <TI < 0 ' '
I I
136.50 120.00 110.0(
112.00 225.00 110.(){
97.00 105.00
.·
110.0{
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING-2014 PROPOSER BID SHEET
Asphalt Work~Normal Work Hours (7:3Q AM TO 5:30PM) $/S.F. vear 1 $/S.F. year 2 $/S.F. vear 3
Remove and Replace Asphalt (4" thick) Less than lOOS.F. i?,.oo
Remove and Replace Asphalt j4" thic_k\101 S.F. ~ 250S.F.
Remove and Replace Asphalt (4" thick) 251S.F. ~ 400S.F,
Remove and Replace Asohalt (4" thick) Over400 S.F. \.\\0
Total
Asphalt Work-Night Work $JS.F.year1 $/S.F.vear2 $/S.F. year 3
Remove and Replace Asphalt (4" thick) less than lOOS.F. \(. ~0 i~ oo
Remove and Replace Asphalt {4" thick) 101S.F. ~ 250S.F. I c .<:\/
Remove and Replace Asphalt {4" thick} 251S.F.-400 S.F.
Remove and Replace Asphalt {4" thick) 0Ver400 S.F.
Total
Other $1Ft Year 1 $/FtYear2 $/FtYear3
Crack Seal LF. J. oo \. \) \)
-Slurry Seal Coat S.F. ~ ;0 ·' 2.. ... i3
REGULAR WORK-HOURLY RATE $/Hr In Words
Hourly rate, per man, per hour ~<> "i (J ,,
NIGHT WORK-HOURLY RATE S/Hr In Words •
\I'\"" • \<Yo"" . Hourly rate, per man, per hour, after regular work hours
EMERGENCYWORKw HOURLY RATE S/Hr In Words
Unit Price, per man, per hour For First Two Hours I I ()"" \ \\"
'
\JUu
Unit Price, per man, per hour For Each Hour Thereafter
COI\nPANY
..•......•..•.... ,~1(\;\jq·
'.DATE ..
-
·······•·············
ATTACHMENT 6
ASPHAL TICRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING-2014 PROPOSER BID SHEET
As!!halt WorkRNormal Work Hours {7:30AM TO 5:30PM) ~£S.F. ~ear 1 ~[S. F. y:ear 2 ~~.F. !lS;Br3
Remove and Replace Asphalt {4" thick) Less than 100 S.F. ·.1~ 1'2~ tt§Sl-
Remove and Replace Asphalt {4"thick) 101S.F.·250S.F.
7~ ~ ~~ f~
Remove and Replace Asphalt {4" thick) 251S.F. • 400 S.F. ~ (?-~92-
Remove and Replace Asphalt (4" thick) Over400S.F. s-~ !:'~ s; _z:!-~
Total ·..::fl.-':36~
AsQhalt WorkRNight Work ~S.F.~earl ~lS.F. year 2 ~S.F. Y,!l;ar3
Remove and Replace A~pba!t {4~ thick) Less than 100S.F. t r ..,;;;:;..--\S~ lS%-
Remove and Replace Asphalt {4" thick) 101S.F. • 250S.F. ~~ lo~ li>_.!;->
Remove and Replace Asphalt {4" thick} 251S.F. • 400S.F. 7~0-f:J.Y-!.J!h-
Remove and Replace Asphalt {4" thick) Over 400S.F. ~~0 f~n f .z. ..... ~
Totat ::;,'1.-'-/( '1U "'T
•
.
Other $/FtYearl $/ftVear2 S!FtYear3
Crack Seal LF. '1V/ ..,, IV?',
SlunySeal CoatS.F. vr.,-/ l t:;"l "fS/ , , ,
REGULAR WORK~ HOURLY RATE S/Hr In Words '
Hourly rate, per man, per hour \\D~ D!lfe Hv~dr-eJ IEI'I f/oWttS'
:
NIGHT WORK~ HOURlY RATE $/H.r In Words
Hourly rate, per man, per hour, after regular work hour\'1 1 "(JNe r\v"Jr-eJ tbr+'-1 vollfff5
EMERGENCY WORK~ HOURLY RATE S/Hr In Words
•
Unit Price, per man, per hour For first Two Hours \Z~ lVOIIJe. 11\JIIJi red .,., l\N eJl t 1 C?oll4rS
Unit Price, per man, per hour For Each HourTherPafter {)ll)e t\vilJr~J (f\/~!l'JJ
. -=~ --~-~-=~:~~=:-=::= iifu!lir t1>1 3,Q!it · . f/J~riA.A"'M/ ... 'fl.!" -~ ... . r -.,.., ·v ~f-41:~f4-·Jil'· '_SI_G_NA!!J.~E ~6/thir(>C\:Jile[jYice .. f've$1:1 ~()IVIP. ............ . ........... .................. ......... , .... ~---···-·-·
'DATE ............ ··········•···••···• ev'rt"
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
PRICING-2014 PROPOSER BID SHEET
A!P.halt Work-~ormal Work Hours {7:30AM TO 5:30PM} ~[S.F. ~ear 1 ~S.F. )!egr2 ~{S.F. ~ear 3
Remove and Replace Asphalt (4" thick) less than lOOS.F. I L 92 lJ.' 1{0 l.l· ~5
Remove and Replace Asphalt (4"thick)101S.F • 250S.F. <B.~ CJ.) -a. 75 · 1.}, 5C
~ 7· f/5 -g,!5fl Remove and Re_place Asphalt (4"thick} 251S.F. • 400S.F.
Remove and Replace Asphalt (4"thkk) Over400S.F. ~.so f'J • 2 S" )II 00
Total ·:q., u7 "l..l~ IS "7! 'Q \'2<;"
.., _,. ?"
As~halt Work~Night Work ~/S.F. yei!J $/_S.F. )!ear2 ~{S.F. year 3
Remove and Replace Asphalt {4" thick) less than lOOS.F. \5'.00 I eo. '5o \. ~... oo
Remove and Repla~ Asphalt (4"thick) 101S.F.-2SOS.F. \ o.oo \\.00 l ;),..00
Remove and Replace Asphalt (4" thick) 251S.F. • 400S.F. _i.OO <\,oo \o.OO
Remove and Rep/ace Asphalt {4" thick) Over 400S.F. 'l.oo g.oo q_,oo
Total u"' '"' u~ "'"' ....... ,.,.,
I -. . '
Other $/FtYe~t! UE!.Y~ ~ear3
Crack Seal LF. .~n .q., ,_,1:)0
Slurry Seal Coat S.F. ·• '-to • 46 1'!.0 -
REGUJARWORK~ HOURlY RATE $1Hr l~.tWord~ . '
Hourly rate, per man, per hour ' .f.ll .. ~~ ,.\,.H .H ._ 1\D r .. .J...
J
NIGHT WORK· HOURLY RATE $/H_r lrl Words i
Hourly rate, per man, per hour, afterregularWork hours I {)II(_ hw.&.t!. k d~lt .. .r.e. .w 'IPl<~. ~
EMERGENCY WORK -HOURLY RATE SffirlnW~
Unit Price, per man, per hour For Fi!]tTwo HouG hM ~tr~ ~ ds,Uw$ AAL~td~
Unit Price, per man, per hour For Each Hoyr Thereafter J_N h '-'·' kJ ~tl ~__.e:; ~ AD / J...
.. Q '~! fiW1>'N l~t~~\~ ~.·~2.· A-_.,-.... . __ n\d~c(~ ._, '' --.
COr.f.~A.NY :DATE [Si§f>IX!!JRE .'--f
•• •
I
I
I .
ASPHALT/CRACK SEAUSEAL COAT MAINTENANCE AND REPAIR
I .
PRICING-2014 PROPOSER BID SHEET
Asphalt Work~ Normal Work Hours (7:30AM TO 5:30PM} $fs.r}:year2 $/S.F. vear 3
Remove and Replace Asphalt {4" thick) less than 100 S.F. $ II· go jl ,:;.1. ~6
Remove and Replace Asphalt (4"'thlck) 101 S.F. ~ 250 S.F. (p. 't!5 {p,qo -'J.20
Remove and Replace Asphalt (4'' thick) 251S.F. ~ 400S.F. b!S5
Remove and Reolace Asphalt (4n thick) Over400S.F. 5.50 o::qs
Total
i !
$[S.F. vear 1 $}S.F.~ear2
!
$/S.F. vear3
4$ It,. ().5 ' \ 1J !:5 'f5 Remove and Replace Asphalt (4" thick) Less than 100 S.F.
Remove and Replace Asphalt {4~ thick) 101S.F.-250 S.F. to.ut! tO-16 to. 75
Remove and Replace Asphalt l4" thick) 251S.F.-400S.F. 1.f? "f:,.fA5
7-65 I 1-P.G Remove and Replace Asphalt (4" thick) 0Ver400S.F.
Total .
; i
$(FtYear1 $/FtVear2 $1Et:Vear3
•
Crack seal LF. jJ 1·00 $/.iJ:L @ J.{J(l_
Slurry SeaJ CoatS.F. > );/7 ' J..f7
i
REGUlARWORK·HOURLYRATE S/;!rlnWonls ( !
Hourly rate, per man, per hour A) ;.n .f!.:fU, 0 /J .Je. bCJ / }~r"S l
I
NIGHT WORK~ HOURLY RATE S!Hr In Words i l
Hourly rate, per man, per hour, after regularwork hours One../-lvn::JI'q} 1], ;..-/:'1 Sv -~ );:}~~. lf'1 (!..Qrr/:5
j !
EMER\iEiiiCYWOIIK·HOURlYRATE S/HrlnWords • '
UnitPrice,perman,perhourForFirstTwoHours fJne.f/wdred tTw~vd.--!Jo /b.rs
Unit Price, per man, per hour For Each Hour Thereafter A), ~dt( 5..e vf t1 fi oUk:nsl -"""