RFP, ROSEMEAD, DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT CMCI SERVICES, 11-7-22Page 1
CITY OF ROSEMEAD
REQUEST FOR PROPOSALS
FOR
CONSTRUCTION MANAGEMENT/INSPECTION, MATERIALS
TESTING/INSPECTION SERVICES FOR DELTA AVENUE SR2S SIDEWALK GAP
CLOSURE PROJECT FROM MISSION DR TO WELLS STREET
PROJECT No. 21029; RFP NO. 2022-29
SUBMITTALS:
Four (4) bound copies and one (1) electronic PDF file on flash drive or CD of the proposal in
sealed envelope(s) must be received by the City of Rosemead's City Clerk's Office by:
no later than November 29, 2022 at 2:00 PM.
or
Electronic proposal submittal through the City of Rosemead Vendor Portal hosted by PlanetBids
at: https://pbsystem.planetbids.com/portal/54150/portal-home
Proposals submitted through PlanetBids Vendor Portal shall be submitted no later than
November 29, 2022 at 2:00 PM.
CONTACT PERSON:
Eddie Chan, City Engineer
City of Rosemead
8838 E. Valley Boulevard
Rosemead, California 91770
(626) 569-2154, EChan@cityofrosemead.org
PROPOSALS RECEIVED AFTER THE TIME AND DATE STATED ABOVE SHALL NOT BE
CONSIDERED. FACSIMILE AND E-MAIL PROPOSAL WILL NOT BE ACCEPTED.
Please direct questions or concerns regarding this RFP on the City’s PlanetBids Vendor Portal
by November 18, 2022 by 5:00 PM. Answers to submitted questions will be posted on the City's
website and Planetbids.
This RFP is posted on the City's website and Vendor Portal Hosted by PlanetBids at:
https://pbsystem.planetbids.com/portal/54150/portal-home
Please review the requirements of the RFP and submit your proposal by the date specified.
Issued by:
Eddie Chan, City Engineer
City of Rosemead
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CITY OF ROSEMEAD
REQUEST FOR PROPOSALS
FOR
CONSTRUCTION MANAGEMENT/INSPECTION, MATERIALS
TESTING/INSPECTION SERVICES FOR DELTA AVENUE SR2S SIDEWALK GAP
CLOSURE PROJECT FROM MISSION DR TO WELLS STREET
PROJECT No. 21029; RFP NO. 2022-29
A. INTRODUCTION/OBJECTIVE
The purpose of this Request of Proposals (RFP) is to select the most-qualified
Consultant to provide Construction Management/Inspection, Materials
Testing/Inspection Services for Delta Avenue SR2S Sidewalk Gap Closure Project
From Mission Dr to Wells Street, Project No. 21029; RFP No. 2022-29. The City
wishes to obtain these services under a Professional Services Agreement.
B. BACKGROUND ABOUT THE CITY
The City of Rosemead is an urban suburb located in the San Gabriel Valley, 10 miles
east of downtown Los Angeles. It is bounded on the north by the cities of Temple City
and San Gabriel, on the west by Monterey Park, Alhambra, and the unincorporated
Los Angeles County community of South San Gabriel, on the south by Montebello,
plus by El Monte and South El Monte on the east. The City is 5.5 square miles (2,344-
acres) in size.
Rosemead is a working-class suburb with a diverse population base. According to the
2020 Census, the City had a population of 51,185. The estimated makeup of the City
was 4.7% White, 0.3% African American, 60.3% Asian, 33% Hispanic/Latino (of any
race), and 0.7% Non-Hispanic Other. As a substantially built-out city, Rosemead only
added 259 residents to its population during the last decade (2000-2010).
Rosemead's appeal as a new kind of small town in the heart of an urban environment
is accomplished by honoring tradition, uniting in diversity, and evolving for the future.
This is evident in Rosemead's Key Organizational Goals which aim to: improve public
areas including infrastructure and community facilities; enhance public safety and the
overall community environment and opportunities for residents through programs,
services, education, and recreation; and ensure the City's financial stability in order to
continually meet these goals and provide basic services to the community.
Today, the city boasts that its goals include the improvement of quality of life offered
in Rosemead in a business-friendly atmosphere conducive to continued economic
growth and prosperity. The city offers a desirable and affordable community in which
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to live and a dynamic and expanding business sector that is an economic growth
engine for West Coast commerce.
C. DESCRIPTION OF PROJECT AND SERVICES
The purpose of this Request of Proposals (RFP) is to select the most-qualified Consultant
to provide Construction Management/Inspection, Materials Testing/Inspection Services
for Delta Avenue SR2S Sidewalk Gap Closure Project from Mission Dr to Wells Street,
Project No. 21029; RFP No. 2022-29. The City wishes to obtain these services under a
Professional Services Agreement.
The project consists of removal and replacement of existing PCC sidewalk, curb and
gutter, driveway approaches, retaining walls and curbs, adjustment of utility facilities
including valves, manholes, pullboxes, asphalt concrete pavement rehabilitation (coldmill
and overlay), signage, striping and other related work as described in the Plans,
Specifications, and Contract Documents. The work is located on Delta Avenue between
Mission Drive and Wells Street, in the City of Rosemead. See Attachment B - Project Bid
Package.
Construction duration is 40 working days. The subject services will be funded through
local funds (no federal funds involved on the project).
The construction contract is anticipated to be awarded in December 2022, and the
construction is anticipated to start in late January/early February 2023.
The following is the anticipated scope of services to be provided by the selected
consultant:
• Conduct a pre-construction meeting and bi-weekly construction meetings with
the contractor, City, and other involved parties. Prepare and distribute meeting
agendas and minutes.
• Coordinate with City staff, contractor when applicable, agencies, and Project
stakeholders.
• Prepare weekly status reports and statements of working days and any other
statements that are required by the City.
• Participate in field meetings and document issues, findings, direction, changes,
etc., and develop solutions.
• Provide direct supervision, scheduling and problem resolution for the contractor.
• Maintain Engineer’s and Inspector’s Daily Reports, and recording work in
progress, which may include the hours worked by men and equipment:
Contract Time Monitoring shall include review working days, contract time
requirements, and documentation of time extensions. Maintain a written record of
project progress, which shall indicate factors which may affect the work, such as,
weather conditions, utility delays, strikes or labor disputes, and material shortages.
Based on these factors a record of working days will be maintained, including:
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o Weekly Statement of Working Days
o Where work is being paid for based on the cost of labor, equipment, and
material
o When there is an anticipated change in character of work
o When there is a potentially significant overrun or underrun, or
o When there is disputed work or a potential claim
• When the report is used to determine compliance with labor provisions of the
contract, the following additional information may be included:
o The names or identification numbers of the contractor’s personnel
o The respective classifications of the work being performed
o The number of hours worked on the date covered by the report
o Reporting for labor compliance will be done on a random spot-check basis
only. One report per week on the project will be used as an initial guide. The
frequency may be reduced after a high degree of compliance has been
verified.
• Maintain Project Files, which shall contain all data pertinent to the work and to the
requirements of the specifications. In general, project files will support adequacy
of file control, conformance to contract specifications, and contract payments to
the contractor
• Monitor the contractor to ensure as-built drawings and specifications are properly
maintained. The CM shall compile the as-built documents and submit them at the
end of the Project to the City Engineer for review, approval and further processing.
• Provide Labor Compliance Services.
Establish project filing system, and maintain projects files and records.
Manage and process change orders and pay requests. Maintain an accounting
of construction costs to complete the Project, including approved change orders.
Review payment requests, make payment recommendations, and prepare
progress payments in City’s standard format.
Manage, respond, approve/disapprove and process RFIs and submittals.
• Conduct construction meetings.
Conduct project progress meetings with City and present project progress, budget,
issues, resolutions.
Provide inspection and enforcement of NPDES, and SWPPP.
• Provide public relations and outreach services. The project involves relocation of
existing improvements (including but not limited to fences, walls, mailboxes,
landscaping) currently encroaching into public right of way back to private
property. The City has coordinated Right of Entry letters with such impacted
properties, however, the selected Consultant shall communicate and coordinate
necessary coordination with such residents throughout construction to minimize
inconvenience.
Respond to inquiries and providing responses to public, City and other parties.
Conduct project walk-through(s) and prepare punch list(s).
Prepare project close out, necessary documents, final invoicing.
Provide soils/materials inspection and testing services.
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D. PROPOSAL SUBMISSION
Electronic or Hardcopy proposals will be accepted as follows:
Hardcopy Proposal Submittals:
Proposals shall be submitted in 2 separate sealed envelopes as follows:
1. Technical Proposal, 4 bound copies and 1 PDF file on thumb drive
2. Cost Proposal, 1 bound copy and 1 PDF file on thumb drive
Hardcopy proposals shall be addressed to:
City of Rosemead-City Hall
City Clerk's Office
8838 E. Valley Blvd.
Rosemead, CA 91770
Attn : Ericka Hernandez, City Clerk
Electronic Proposal Submittals:
Electronic proposal submittal through the City of Rosemead Vendor Portal hosted
by PlanetBids at: https://pbsystem.planetbids.com/portal/54150/portal-home
Proposal submittal due date is:
November 29, 2022 at 2:00 PM.
Late Proposals will not be accepted.
E. CONSULTANT SELECTION SCHEDULE
Release of Requests for Proposals November, 7, 2022
Submittal of Questions November 18, 2022 by 5:00 PM
Response to Questions November 23, 2022
Proposal Due Date November 29, 2022 by 2:00 PM
Proposal Review/Evaluation December 2022
Optional Interview (if required) December 2022
Tentative City Council award January 2023
Tentative Start date January/February 2023
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The construction contract is anticipated to be awarded in December 2022, and the
construction is anticipated to start in late January/early February 2023. Construction
duration is 40 working days.
F. STANDARD CITY CONTRACT AND INSURANCE REQUIREMENTS
City's Standard Professional Services Agreement is provided as Attachment. Please
review and provide any comments you have. City does not guarantee that any
revisions to contract will be accepted.
G. CONSULTANT SELECTION METHODOLOGY
The City will evaluate the Proposals submitted, and select the most qualified
consultant. In evaluating the Proposals, the City may consider the following factors:
Completeness of the RFP and compliance with the required format.
Project understanding and approach to provide the requested services
efficiently.
Experience and qualifications of the project team members.
Experience and qualifications of the firm.
Experience in local area and project requirements and process.
Experience in working as an extension of City staff and providing services in
similar capacities with minimal direction from City staff.
During the evaluation process, the City may also contact listed references (or request
additional references), and include the feedback received in the evaluation factors
listed above as applicable.
H. PROPOSAL SUBMITTAL FORMAT
Proposal shall be submitted in the format specified below:
Cover Letter: Provide an executive summary of your proposal.
Table of Contents: Provide contents of proposal with page number references
foreach proposal section listed below.
Section 1. Approach, and Scope of Work: Provide your understanding of the
project, scope of work, and describe your approach in providing services.
Section 2. Project Team, Key Personnel and Resumes: Provide an organization
chart showing the names and responsibilities of key personnel and subconsultants.
Provide resumes of all key personnel identified in the organization chart.
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Section 3. Company Qualifications: Provide qualifications of your, emphasize
similar services provided, and local experience.
Section 4. References: Provide 5 Public Agency references for similar projects.
Section 5. Standard City Contract and Insurance Requirements: Proposers shall
review the attached Standard City Contract and Insurance Requirements and provide
a statement that they will comply with all aspects of the Agreement or provide any
comments that they would like the City to consider.
Section 6. Addenda Acknowledgement: If any Addenda is issued by the City, they
shall be acknowledged in this section.
Cost Proposal
In a separate sealed envelope, please submit a not to exceed cost proposal listing a
detailed cost for each task and sub-task; including work classification, rate, and
estimated hours for each subtask of work. The general Scope of Services outlined
herein is only provided as a guide in this Request for Proposals. Consultants shall
provide a detailed Scope of Services in their submitted Technical Proposal as
necessary to reflect the method and procedure in which they intend to provide the
required professional services, consistent with the general Scope of Services.
Provide your firm’s current Hourly Fee Rates for staff classifications who might work
on this project.
I. PROTEST PROCEDURES
This section sets forth the protest remedies available with respect to the RFP. Each
prospective consultant, by submitting its Proposal, expressly recognizes the limitation
on its rights to protest contained herein, and expressly waives all other rights and
remedies. Each prospective consultant agrees that the decision on any protest, as
provided herein, will be final and binding on the protestant.
All protests and related statements described in this section shall be submitted to:
City of Rosemead-City Hall
8838 E. Valley Blvd.
Rosemead, CA 91770
Attn: Ericka Hernandez, City Clerk
J. DEBRIEFING
Proposers who submit a proposal in response to the RFP shall be notified in writing
when the proposer was not selected to receive further consideration.
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K. PUBLIC RECORDS ACT
Proposals may be subject to public disclosure under the California Public Records Act
and other public records laws, and by submitting a proposal, the proposer waives all
rights to confidentiality of any information submitted in the proposal and agrees to any
and all such disclosures required or permitted by law. Proposals become the property
of the City when submitted and by submitting a proposal, the proposer agrees that the
City may use any information, documentation or writing contained in the proposal for
any the City purpose.
L. PRE-CONTRACTUAL EXPENSES RESPONDING TO THE RFP PREPARATION
The City is not liable for any pre-contractual expenses incurred by any proposer or by
any selected consultant. Each proposer shall protect, defend, indemnify, and hold
harmless the City from any and all liability, claims, or expenses whosever incurred by,
or on behalf of, the entity participating in the preparation of its response to this RFP.
Pre-contractual expenses are defined as expenses incurred by proposers and the
selected consultant, if any, in:
Preparing and submitting information in response to this RFP
Negotiations with the City on any matter related to this procurement
Costs associated with interviews, meetings, travel or presentations
All other expenses incurred by a proposer/consultant prior to the date of award
and a formal notice to proceed.
The City reserves the right to amend, withdraw and cancel the RFP. The City reserves
the right to reject all responses to this request at any time prior to contract execution,
or only award a partial
M. QUESTIONS REGARDING THIS RFP
Please direct any questions or concerns regarding this RFP to Eddie Chan, City
Engineer via email: EChan@cityofrosemead.org by November 18, 2022 by 5:00 PM.
Answers to submitted questions will be posted on the Cities' website and Planetbids.
ATTACHMENTS:
Attachment A - Standard City Contract and Insurance Requirements
Attachment B - Project Bid Package
Attachment A - Page 1
Attachment A - Standard City Contract and Insurance Requirements
Attachment A - Page 2
PROFESSIONAL SERVICES AGREEMENT
[INSERT TYPE OF PROFESSIONAL SERVICE]
[INSERT COMPANY NAME]
1. PARTIES AND DATE.
This Agreement is made and entered into this this ____ Day of ___, 20___
(Effective Date) by and between the City of Rosemead, a municipal organization
organized under the laws of the State of California with its principal place of business at
8838 E. Valley Blvd., Rosemead, California 91770 ("City") and [INSERT COMPANY] a
[INSERT TYPE OF ENTITY - CORPORATION, PARTNERSHIP, SOLE
PROPRIETORSHIP OR OTHER LEGAL ENTITY] with its principal place of business at
[INSERT ADDRESS] ("Consultant"). City and Consultant are sometimes individually
referred to herein as "Party" and collectively as "Parties."
2. RECITALS.
2.1 Consultant.
Consultant desires to perform and assume responsibility for the provision of certain
professional services required by the City on the terms and conditions set forth in this
Agreement. Consultant represents that it is experienced in providing [INSERT TYPE OF
SERVICE] consulting services to public clients, is licensed in the State of California and
is familiar with the plans of City.
2.2 Project.
City desires to engage Consultant to render such ongoing professional [INSERT
NAME OF PROJECT] ("Services") as set forth in this Agreement.
3. TERMS.
3.1 Scope of Services and Term.
3.1.1 General Scope of Services: Consultant promises and agrees to
furnish to the City all labor, materials, tools, equipment, services, and incidental and
customary work necessary to fully and adequately supply the professional [INSERT TYPE
OF SERVICES] services necessary for the Project, herein referred to a "Services". The
Attachment A - Page 3
Services are more particularly described in Exhibit [INSERT EXHIBIT LETTER] attached
hereto and incorporated herein by reference. All Services shall be subject to, and
performed in accordance with, this Agreement, the exhibits attached hereto and
incorporated herein by reference, and all applicable local, state and federal laws, rules
and regulations.
3.1.2 Term. The term of this Agreement shall be for a [INSERT WRITTEN
YEARS] [(INSERT YEAR IN NUMBER)] year period from the Effective Date shown
above, with [INSERT WRITTEN YEARS] [(INSERT YEARS)] extension at the sole and
absolute discretion of the City, unless earlier terminated as provided herein. Consultant
shall complete the Services within the term of this Agreement and shall meet any other
established schedules and deadlines.
3.2 Responsibilities of Consultant.
3.2.1 Control and Payment of Subordinates; Independent Contractor. The
Services shall be performed by Consultant or under its supervision. Consultant will
determine the means, methods and details of performing the Services subject to the
requirements of this Agreement. City retains Consultant on an independent contractor
basis and not as an employee. Consultant retains the right to perform similar or different
services for others during the term of this Agreement. Any additional personnel
performing the Services under this Agreement on behalf of Consultant shall also not be
employees of City and shall at all times be under Consultant's exclusive direction and
control. Consultant shall pay all wages, salaries, and other amounts due such personnel
in connection with their performance of Services under this Agreement and as required
by law. Consultant shall be responsible for all reports and obligations respecting such
additional personnel, including, but not limited to: social security taxes, income tax
withholding, unemployment insurance, disability insurance, and workers' compensation
insurance.
3.2.2 Schedule of Services: Consultant shall perform the Services
expeditiously, within the term of this Agreement. Consultant represents that it has the
professional and technical personnel required to perform the Services in conformance
with such conditions. In order to facilitate Consultant's conformance with the Schedule,
City shall respond to Consultant's submittals in a timely manner. Upon request of City,
Consultant shall provide a more detailed schedule of anticipated performance to meet the
Schedule of Services.
3.2.3 Conformance to Applicable Requirements: All work prepared by
Consultant shall be subject to the approval of City.
3.2.4 Substitution of Key Personnel: Consultant has represented to City
that certain key personnel will perform and coordinate the Services under this Agreement.
Should one or more of such personnel become unavailable, Consultant may substitute
other personnel of at least equal competence upon written approval of City. In the event
that City and Consultant cannot agree as to the substitution of key personnel, City shall
Attachment A - Page 4
be entitled to terminate this Agreement for cause. As discussed below, any personnel
who fail or refuse to perform the Services in a manner acceptable to the City, or who are
determined by the City to be uncooperative, incompetent, a threat to the adequate or
timely completion of the Project or a threat to the safety of persons or property, shall be
promptly removed from the Project by the Consultant at the request of the City.
3.2.5 City's Representative: The City hereby designates the City Manager,
or his or her designee, to act as its representative for the performance of this Agreement
("City's Representative"). City's Representative shall have the power to act on behalf of
the City for all purposes under this Agreement. Consultant shall not accept direction or
orders from any person other than the City's Representative or his or her designee.
3.2.6 Consultant's Representative: Consultant hereby designates
[INSERT NAME], or his/her designee, to act as its representative for the performance of
this Agreement ("Consultant's Representative"). Consultant's Representative shall have
full authority to represent and act on behalf of the Consultant for all purposes under this
Agreement. The Consultant's Representative shall supervise and direct the Services,
using his/her professional skill and attention, and shall be responsible for all means,
methods, techniques, sequences and procedures and for the satisfactory coordination of
all portions of the Services under this Agreement.
3.2.7 Coordination of Services: Consultant agrees to work closely with City
staff in the performance of Services and shall be available to City's staff, consultants and
other staff at all reasonable times.
3.2.8 Standard of Care; Performance of Employees: Consultant shall
perform all Services under this Agreement in a skillful and competent manner, consistent
with the standards generally recognized as being employed by professionals in the same
discipline in the State of California. Consultant represents and maintains that it is skilled
in the professional calling necessary to perform the Services. Consultant represents that
all employees and subcontractors shall have sufficient skill and experience to perform the
Services assigned to them. Finally, Consultant represents that it, its employees and
subcontractors have all licenses, permits, qualifications and approvals of whatever nature
that are legally required to perform the Services, including a City business License, and
that such licenses and approvals shall be maintained throughout the term of this
Agreement. As provided for in the indemnification provisions of this Agreement,
Consultant shall perform, at its own cost and expense and without reimbursement from
the City, any services necessary to correct errors or omissions which are caused by the
Consultant's failure to comply with the standard of care provided for herein.
3.2.9 Laws and Regulations: Consultant shall keep itself fully informed of
and in compliance with applicable local state and federal laws, rules and regulations in
any manner affecting the performance of the Project or the Services, including all
Cal/OSHA requirements, and shall give all notices required by law. Consultant shall be
liable for all violations of such laws and regulations in connection with Services. If the
Consultant performs any work knowing it to be contrary to such laws, rules and
Attachment A - Page 5
regulations and without giving written notice to the City, Consultant shall be solely
responsible for all costs arising therefrom. Consultant shall indemnify and hold City, its
officials, directors, officers, employees and agents free and harmless, pursuant to the
indemnification provisions of this Agreement, from any liability to the extent found to be
arising out of any failure to comply with such laws, rules or regulations.
3.2.10 Insurance: Consultant shall maintain prior to the beginning of and for
the duration of this Agreement insurance coverage as specified in Exhibit B attached to
and part of this agreement.
3.2.11 Safety: Contractor shall execute and maintain its work so as to avoid
injury or damage to any person or property. In carrying out its Services, the Consultant
shall at all times be in compliance with all applicable local, state and federal laws, rules
and regulations, and shall exercise all necessary precautions for the safety of its
employees appropriate to the nature of the work and the conditions under which the work
is to be performed. Safety precautions as applicable shall include, but shall not be limited
to: (A) adequate life protection and life saving equipment and procedures; (B) instructions
in accident prevention for all employees and subcontractors, such as safe walkways,
scaffolds, fall protection ladders, bridges, gang planks, confined space procedures,
trenching and shoring, equipment and other safety devices, equipment and wearing
apparel as are necessary or lawfully required to prevent accidents or injuries; and (C)
adequate facilities for the proper inspection and maintenance of all safety measures.
3.3 Fees and Payments.
3.3.1 Compensation: Consultant shall receive compensation, including
authorized reimbursements, for all Services rendered under this Agreement and shall not
exceed [INSERT WRITTEN AMOUNT] Dollars [(INSERT NUMERIC AMOUNT)] and in
accordance with consultant’s proposal dated [INSERT DATE]. Consultant’s proposal is
hereby incorporated and found in Exhibit “A”. Extra Work may be authorized in writing, as
described below, and will be compensated at the rates and manner set forth in this
Agreement.
3.3.2 Payment of Compensation: Consultant shall submit to City a monthly
itemized statement which indicates work completed and hours of Services rendered by
Consultant. The statement shall describe the amount of Services and supplies provided
since the initial commencement date, or since the start of the subsequent billing periods,
as appropriate, through the date of the statement. City shall, within 30 days of receiving
such statement, review the statement and pay all approved charges thereon.
3.3.3 Reimbursement for Expenses: Consultant shall not be reimbursed
for any expenses unless authorized in writing by City.
3.3.4 Extra Work: At any time during the term of this Agreement, City may
request that Consultant perform Extra Work. As used herein, "Extra Work" means any
work which is determined by City to be necessary for the proper completion of the Project,
Attachment A - Page 6
but which the parties did not reasonably anticipate would be necessary at the execution
of this Agreement. Consultant shall not perform, nor be compensated for, Extra Work
without written authorization from City's Representative.
3.3.5 Prevailing Wages: Consultant is aware of the requirements of
California Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code
of Regulations, Title 8, Section 1600, et seq., ("Prevailing Wage Laws"), which require
the payment of prevailing wage rates and the performance of other requirements on
"public works" and "maintenance" project, as defined by the Prevailing Wage Laws, and
if the total compensation is $1,000 or more, Consultant agrees to fully comply with such
Prevailing Wage Laws to the extent they are applicable to Consultant. City shall provide
Consultant with a copy of the prevailing rates of per diem wages in effect at the
commencement of this Agreement. Consultant shall make copies of the prevailing rates
of per diem wages for each craft; classification or type of worker needed to execute the
Services available to interested parties upon request and shall post copies at the
Consultant's principal place of business and at the project site. Consultant shall defend,
indemnify and hold the City, its elected officials, officers, employees and agents free and
harmless from any claim or liability arising out of any failure or alleged failure to comply
with the Prevailing Wage Laws.
3.4 Accounting Records.
3.4.1 Maintenance and Inspection: Consultant shall maintain complete
and accurate records with respect to all costs and expenses incurred under this
Agreement. All such records shall be clearly identifiable. Consultant shall allow a
representative of City during normal business hours to examine, audit, and make
transcripts or copies of such records and any other documents created pursuant to this
Agreement. Consultant shall allow inspection of all work, data, documents, proceedings,
and activities related to the Agreement for a period of three (3) years from the date of final
payment under this Agreement.
3.5 General Provisions.
3.5.1 Termination of Agreement.
3.5.1.1 Grounds for Termination: City may, by written notice to
Consultant, terminate the whole or any part of this Agreement at any time and without
cause by giving written notice to Consultant of such termination, and specifying the
effective date thereof, at least seven (7) days before the effective date of such termination.
Upon termination, Consultant shall be compensated only for those services which have
been adequately rendered to City, and Consultant shall be entitled to no further
compensation. Consultant may not terminate this Agreement except for cause.
3.5.1.2 Effect of Termination: If this Agreement is terminated
as provided herein, City may require Consultant to provide all finished or unfinished
Documents/ Data and other information of any kind prepared by Consultant in connection
with the performance of Services under this Agreement. Consultant shall be required to
Attachment A - Page 7
provide such document and other information within fifteen (15) days of the request.
3.5.1.3 Additional Services: In the event this Agreement is
terminated in whole or in part as provided herein, City may procure, upon such terms and
in such manner as it may determine appropriate, services similar to those terminated.
3.5.2 Delivery of Notices: All notices permitted or required under this
Agreement shall be given to the respective parties at the following address, or at such
other address as the respective parties may provide in writing for this purpose:
CONSULTANT:
[INSERT COMPANY NAME]
[INSERT ADDRESS]
Attn: [INSERT PRIMARY CONTACT]
Tel: [INSERT PHONE NUMBER]
CITY:
City of Rosemead
8838 Valley Boulevard
Rosemead, CA 91770
Attn: [INSERT CITY CONTACT]
Such notice shall be deemed made when personally delivered or when mailed, forty- eight
(48) hours by certified mail or deposit in the U.S. Mail, first-class postage prepaid and
addressed to the party at its applicable address. Actual notice shall be deemed adequate
notice on the date actual notice occurred, regardless of the method of service.
3.5.3 Ownership of Materials and Confidentiality.
3.5.3.1 Documents & Data; Licensing of Intellectual Property: This
Agreement creates a non-exclusive and perpetual license for City to copy, use, modify,
reuse, or sublicense any and all copyrights, designs, and other intellectual property
embodied in plans, specifications, studies, drawings, estimates, and other documents or
works of authorship fixed in any tangible medium of expression, including but not limited
to, physical drawings or data magnetically or otherwise recorded on computer diskettes,
which are prepared or caused to be prepared by Consultant under this Agreement
("Documents & Data"). Consultant shall require all subcontractors to agree in writing that
City is granted a non-exclusive and perpetual license for any Documents & Data the
subcontractor prepares under this Agreement. Consultant represents and warrants that
Consultant has the legal right to license any and all Documents & Data. Consultant makes
no such representation and warranty in regard to Documents & Data which were prepared
by design professionals other than Consultant or provided to Consultant by the City.
The Documents & Data are intended for use solely with respect to the project for which
they were prepared. Any reuse or modification by City shall be at City’s sole risk.
Attachment A - Page 8
3.5.3.2 Confidentiality: All ideas, memoranda, specifications,
plans, procedures, drawings, descriptions, computer program data, input record data,
written information, and other Documents and Data either created by or provided to
Consultant in connection with the performance of this Agreement shall be held
confidential by Consultant. Such materials shall not, without the prior written consent of
City, be used by Consultant for any purposes other than the performance of the Services.
Nor shall such materials be disclosed to any person or entity not connected with the
performance of the Services or the Project. Nothing furnished to Consultant which is
otherwise known to Consultant or is generally known, or has become known, to the
related industry shall be deemed confidential. Consultant shall not use City's name or
insignia, photographs of the Project, or any publicity pertaining to the Services or the
Project in any magazine, trade paper, newspaper, television or radio production or other
similar medium without the prior written consent of City.
3.5.4 Cooperation; Further Acts: The Parties shall fully cooperate
with one another, and shall take any additional acts or sign any additional documents as
may be necessary, appropriate or convenient to attain the purposes of this Agreement.
3.5.5 Attorney's Fees: If either party commences an action against
the other party, either legal, administrative or otherwise, arising out of or in connection
with this Agreement, the prevailing party in such litigation shall be entitled to have and
recover from the losing party reasonable attorney's fees and all costs of such action as
part of prevailing party’s total damages as determined by court of competent jurisdiction
or as agreed upon by the parties in settlement.
3.5.6 Indemnity and Defense.
a. Indemnity and Defense
To the fullest extent permitted by law, Consultant shall indemnify and hold harmless
Agency and any and all of its officials, employees and agents (“Indemnified Parties”) from
and against any and all losses, liabilities, damages, costs and expenses, including legal
counsel’s fees and costs, to the extent caused by the negligent or wrongful act, error or
omission of Consultant, its officers, agents, employees or subconsultants (or any agency
or individual that Consultant shall bear the legal liability thereof) in the performance of
services under this agreement. Consultant’s duty to indemnify and hold harmless Agency
shall not extend to the Agency’s sole or active negligence.
b. Duty to Defend
In the event the Agency, its officers, employees, agents and/or volunteers are made a
party to any action, lawsuit, or other adversarial proceeding arising from the performance
of the services encompassed by this agreement, and upon demand by Agency,
Consultant shall defend the Agency at Consultant’s cost or at Agency’s option, to
reimburse Agency for its costs of defense, including reasonable attorney’s fees and costs
Attachment A - Page 9
incurred in the defense of such matters to the extent the matters arise from, relate to or
are caused by Consultant’s negligent acts, errors or omissions. Payment by Agency is
not a condition precedent to enforcement of this provision. In the event of any dispute
between Consultant and Agency, as to whether liability arises from the sole or active
negligence of the Agency or its officers, employees, or agents, Consultant will be
obligated to pay for Agency’s defense until such time as a final judgment has been
entered adjudicating the Agency as solely or actively negligent. In no event shall the cost
to defend charged to the design professional exceed the design professional's
proportionate percentage of fault.
3.5.7 Entire Agreement: This Agreement contains the entire Agreement of the
parties with respect to the subject matter hereof, and supersedes all prior negotiations,
understandings or agreements. This Agreement may only be modified by a writing signed
by both parties.
3.5.8 Governing Law: This Agreement shall be governed by the laws of the State
of California. Venue shall be in Los Angeles County.
3.5.9 Time of Essence: Time is of the essence for each and every provision of
this Agreement.
3.5.10 City's Right to Employ Other Consultants: City reserves right to employ
other consultants in connection with this Project.
3.5.11 Successors and Assigns: This Agreement shall be binding on the
successors and assigns of the parties.
3.5.12 Assignment or Transfer: Consultant shall not assign, hypothecate, or
transfer, either directly or by operation of law, this Agreement or any interest herein
without the prior written consent of the City. Any attempt to do so shall be null and void,
and any assignees, hypothecates or transferees shall acquire no right or interest by
reason of such attempted assignment, hypothecation or transfer.
3.5.13 Construction; References; Captions: Since the Parties or their agents have
participated fully in the preparation of this Agreement, the language of this Agreement
shall be construed simply, according to its fair meaning, and not strictly for or against any
Party. Any term referencing time, days or period for performance shall be deemed
calendar days and not work days. All references to Consultant include all personnel,
employees, agents, and subcontractors of Consultant, except as otherwise specified in
this Agreement. All references to City include its elected officials, officers, employees,
agents, and volunteers except as otherwise specified in this Agreement. The captions of
the various articles and paragraphs are for convenience and ease of reference only, and
do not define, limit, augment, or describe the scope, content, or intent of this Agreement.
3.5.14 Amendment; Modification: No supplement, modification, or amendment of
this Agreement shall be binding unless executed in writing and signed by both Parties.
Attachment A - Page 10
3.5.15 Waiver: No waiver of any default shall constitute a waiver of any other
default or breach, whether of the same or other covenant or condition. No waiver, benefit,
privilege, or service voluntarily given or performed by a Party shall give the other Party
any contractual rights by custom, estoppel, or otherwise.
3.5.16 No Third Party Beneficiaries: There are no intended third party beneficiaries
of any right or obligation assumed by the Parties.
3.5.17 Invalidity; Severability: If any portion of this Agreement is declared invalid,
illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining
provisions shall continue in full force and effect.
3.5.18 Prohibited Interests: Consultant maintains and warrants that it has not
employed nor retained any company or person, other than a bona fide employee working
solely for Consultant, to solicit or secure this Agreement. Further, Consultant warrants
that it has not paid nor has it agreed to pay any company or person, other than a bona
fide employee working solely for Consultant, any fee, commission, percentage, brokerage
fee, gift or other consideration contingent upon or resulting from the award or making of
this Agreement. Consultant further agrees to file, or shall cause its employees or
subconsultants to file, a Statement of Economic Interest with the City's Filing Officer as
required under state law in the performance of the Services. For breach or violation of
this warranty, City shall have the right to rescind this Agreement without liability. For the
term of this Agreement, no member, officer or employee of City, during the term of his or
her service with City, shall have any direct interest in this Agreement, or obtain any
present or anticipated material benefit arising therefrom.
3.5.19 Equal Opportunity Employment: Consultant represents that it is an equal
opportunity employer and it shall not discriminate against any subcontractor, employee
or applicant for employment because of race, religion, color, national origin, handicap,
ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all
activities related to initial employment, upgrading, demotion, transfer, recruitment or
recruitment advertising, layoff or termination. Consultant shall also comply with all
relevant provisions of City's Minority Business Enterprise program, Affirmative Action
Plan or other related programs or guidelines currently in effect or hereinafter enacted.
3.5.20 Labor Certification: By its signature hereunder, Consultant certifies that it is
aware of the provisions of Section 3700 of the California Labor Code which require every
employer to be insured against liability for Worker's Compensation or to undertake self-
insurance in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
3.5.21 Authority to Enter Agreement: Consultant has all requisite power and
authority to conduct its business and to execute, deliver, and perform the Agreement.
Each Party warrants that the individuals who have signed this Agreement have the legal
power, right, and authority to make this Agreement and bind each respective Party.
Attachment A - Page 11
3.5.22 Counterparts: This Agreement may be signed in counterparts, each of
which shall constitute an original.
3.6 Subcontracting.
3.6.1 Prior Approval Required: Consultant shall not subcontract any portion of the
work required by this Agreement, except as expressly stated herein, without prior written
approval of City. Subcontracts, if any, shall contain a provision making them subject to all
provisions stipulated in this Agreement.
[Signatures on next Page]
CITY OF ROSEMEAD [INSERT COMPANY NAME]
_______________________ ________ By: _____________________
Ben Kim, Acting City Manager Date
Name: __________________
Attest:
Title: ____________________
_______________________ ________
Ericka Hernandez, City Clerk Date
[If Corporation, TWO SIGNATURES,
President OR Vice President AND
Secretary, AND CORPORATE SEAL
OF CONTRACTOR REQUIRED]
Approved as to Form:
By: ____________________
______________________ ________ Name: __________________
Rachel Richman Date
City Attorney Title: ___________________
Attachment A - Page 12
EXHIBIT A
SCOPE OF SERVICES/ RATE SCHEDULE
Attachment A - Page 13
EXHIBIT B
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Consultant will
maintain insurance in conformance with the requirements set forth below. Consultant will
use existing coverage to comply with these requirements. If that existing coverage does
not meet the requirements set forth here, Consultant agrees to amend, supplement or
endorse the existing coverage to do so. Consultant acknowledges that the insurance
coverage and policy limits set forth in this section constitute the minimum amount of
coverage required. Any insurance proceeds available to City in excess of the limits and
coverage required in this agreement and which is applicable to a given loss, will be
available to City.
Consultant shall provide the following types and amounts of insurance:
Commercial General Liability Insurance. Consultant shall maintain commercial
general liability insurance with coverage at least as broad as Insurance Services Office
form CG 00 01, in an amount not less than $1,000,000 per occurrence, $2,000,000
general aggregate, for bodily injury, personal injury, and property damage. The policy
must include contractual liability that has not been amended. Any endorsement restricting
standard ISO “insured contract” language will not be accepted.
Business Auto Coverage on ISO Business Auto Coverage form CA 00 01 including
symbol 1 (Any Auto) or the exact equivalent. Limits are subject to review, but in no event
to be less that $1,000,000 per accident. If Consultant owns no vehicles, this requirement
may be satisfied by a non-owned auto endorsement to the general liability policy
described above. If Consultant or Consultant's employees will use personal autos in any
way on this project, Consultant shall provide evidence of personal auto liability coverage
for each such person.
Workers Compensation on a state-approved policy form providing statutory
benefits as required by law with employer’s liability limits no less than $1,000,000 per
accident or disease.
Excess or Umbrella Liability Insurance (Over Primary) if used to meet limit
requirements, shall provide coverage at least as broad as specified for the underlying
coverages. Any such coverage provided under an umbrella liability policy shall include a
drop down provision providing primary coverage above a maximum $25,000 self-insured
retention for liability not covered by primary but covered by the umbrella. Coverage shall
be provided on a "pay on behalf' basis, with defense costs payable in addition to policy
limits. Policy shall contain a provision obligating insurer at the time insured's liability is
determined, not requiring actual payment by the insured first. There shall be no cross-
liability exclusion precluding coverage for claims or suits by one insured against another.
Coverage shall be applicable to City for injury to employees of Consultant, subconsultants
or others involved in the Work. The scope of coverage provided is subject to approval of
Attachment A - Page 14
City following receipt of proof of insurance as required herein. Limits are subject to review
but in no event less than $1 Million per occurrence.
Professional Liability or Errors and Omissions Insurance as appropriate shall be
written on a policy form coverage specifically designed to protect against acts, errors or
omissions of the consultant and "Covered Professional Services" as designated in the
policy must include work performed under this agreement. The policy limit shall be no
less than $1,000,000 per claim and in the aggregate. The policy must "pay on behalf of'
the insured and must include a provision establishing the insurer's duty to defend the
Named Insured. The policy retroactive date shall be on or before the effective date of this
agreement.
Insurance procured pursuant to these requirements shall be written by insurers
that are admitted carriers in the state of California and with an A.M. Bests rating of A- or
better and a minimum financial size VII.
General conditions pertaining to provision of insurance coverage by Consultant.
Consultant and City agree to the following with respect to insurance provided by
Consultant:
1. Consultant agrees to have its insurer endorse the third-party general liability
coverage required herein to include as additional insureds City, its officials,
employees and agents, using standard ISO endorsement No. CG 2010 (or
otherwise consistent with the insurer’s endorsement). Consultant also
agrees to require all contractors, and subcontractors to do likewise.
2. No liability insurance coverage provided to comply with this Agreement shall
prohibit Consultant, or Consultant's employees, or agents, from waiving the
right of subrogation prior to a loss. Consultant agrees to waive subrogation
rights against City regardless of the applicability of any insurance proceeds,
and to require all contractors and subcontractors to do likewise.
3. All insurance coverage and limits provided by Contractor and available or
applicable to this agreement are intended to apply to the full extent of the
policies. Nothing contained in this Agreement or any other agreement
relating to the City or its operations limits the application of such insurance
coverage.
4. None of the coverages required herein will be in compliance with these
requirements if they include any limiting endorsement of any kind that has
not been first submitted to City and approved of in writing.
5. No liability policy shall contain any provision or definition that would serve
to eliminate so-called "third party action over" claims, including any
exclusion for bodily injury to an employee of the insured or of any contractor
or subcontractor.
Attachment A - Page 15
6. All coverage types and limits required are subject to approval, modification
and additional requirements by the City, as the need arises. Consultant shall
not make any reductions in scope of coverage (e.g. elimination of
contractual liability or reduction of discovery period} that may affect City's
protection without City's prior written consent.
7. Proof of compliance with these insurance requirements, consisting of
certificates of insurance evidencing all of the coverages required and an
additional insured endorsement to Consultant's general liability policy, shall
be delivered to City at or prior to the execution of this Agreement. In the
event such proof of any insurance is not delivered as required, or in the
event such insurance is canceled at any time and no replacement coverage
is provided, City has the right, but not the duty, to obtain any insurance it
deems necessary to protect its interests under this or any other agreement
and to pay the premium. Any premium so paid by City shall be charged to
and promptly paid by Consultant or deducted from sums due Consultant, at
City option.
8. Certificate(s) are to reflect that the insurer will provide 30 days notice to City
of any cancellation of coverage. A ten (10) day notice to City shall apply to
nonpayment of premiums. Consultant agrees to require its insurer to modify
such certificates to delete any exculpatory wording stating that failure of the
insurer to mail written notice of cancellation imposes no obligation, or that
any party will "endeavor" (as opposed to being required) to comply with the
requirements of the certificate.
9. It is acknowledged by the parties of this agreement that all insurance
coverage (except Professional Liability and Workers’ Compensation)
required to be provided by Consultant or any subcontractor, is intended to
apply first and on a primary, noncontributing basis in relation to any other
insurance or self-insurance available to City.
10. Consultant agrees to ensure that subcontractors, and any other party
involved with the project who is brought onto or involved in the project by
Consultant, provide the same minimum insurance coverage required of
Consultant. Consultant agrees to monitor and review all such coverage and
assumes all responsibility for ensuring that such coverage is provided in
conformity with the requirements of this section. Consultant agrees that
upon request, all agreements with subcontractors and others engaged in
the project will be submitted to City for review.
11. Consultant agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further
agrees that it will not allow any contractor, subcontractor, Architect,
Engineer or other entity or person in any way involved in the performance
Attachment A - Page 16
of work on the project contemplated by this agreement to self-insure its
obligations to City. If Consultant's existing coverage includes a deductible
or self-insured retention, the deductible or self-insured retention must be
declared to the City. At that time the City shall review options with the
Consultant, which may include reduction or elimination of the deductible or
self-insured retention, substitution of other coverage, or other solutions.
12. The City reserves the right at any time during the term of the contract to
change the amounts and types of insurance required by giving the
Consultant ninety (90) days advance written notice of such change. If such
change results in substantial additional cost to the Consultant, the City will
negotiate additional compensation proportional to the increased benefit to
City.
13. For purposes of applying insurance coverage only, this Agreement will be
deemed to have been executed immediately upon any party hereto taking
any steps that can be deemed to be in furtherance of or towards
performance of this Agreement.
14. Consultant acknowledges and agrees that any actual or alleged failure on
the part of City to inform Consultant of non-compliance with any insurance
requirement in no way imposes any additional obligations on City nor does
it waive any rights hereunder in this or any other regard.
15. Consultant will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type
pursuant to this agreement. This obligation applies whether or not the
agreement is canceled or terminated for any reason. Termination of this
obligation is not effective until City executes a written statement to that
effect.
16. Consultant shall provide proof that policies of insurance required herein
expiring during the term of this Agreement have been renewed or replaced
with other policies providing at least the same coverage. Proof that such
coverage has been ordered shall be submitted prior to expiration. A
coverage binder or letter from Consultant's insurance agent to this effect is
acceptable. A certificate of insurance and/or additional insured
endorsement as required in these specifications applicable to the renewing
or new coverage must be provided to City within five days of the expiration
of the coverages.
17. The provisions of any workers' compensation or similar act will not limit the
obligations of Consultant under this agreement. Consultant expressly
agrees not to use any statutory immunity defenses under such laws with
respect to City, its employees, officials and agents.
Attachment A - Page 17
18. Requirements of specific coverage features, or limits contained in this
section are not intended as limitations on coverage, limits or other
requirements nor as a waiver of any coverage normally provided by any
given policy. Specific reference to a given coverage feature is for purposes
of clarification only as it pertains to a given issue, and is not intended by any
party or insured to be limiting or all inclusive.
19. These insurance requirements are intended to be separate and distinct from
any other provision in this agreement and are intended by the parties here
to be interpreted as such.
20. The requirements in this Section supersede all other sections and
provisions of this Agreement to the extent that any other section or provision
conflicts with or impairs the provisions of this Section.
21. Consultant agrees to be responsible for ensuring that no contract used by
any party involved in any way with the project reserves the right to charge
City or Consultant for the cost of additional insurance coverage required by
this agreement. Any such provisions are to be deleted with reference to City.
It is not the intent of City to reimburse any third party for the cost of
complying with these requirements. There shall be no recourse against City
for payment of premiums or other amounts with respect thereto.
Consultant agrees to provide immediate notice to City of any claim or loss against
Consultant arising out of the work performed under this agreement. City assumes no
obligation or liability by such notice but has the right (but not the duty) to monitor the
handling of any such claim or claims if they are likely to involve
Attachment B
Attachment B - Project Bid Package
CITY OF ROSEMEAD
CALIFORNIA
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
FISCAL YEAR 2022-2023 IN THE CITY OF ROSEMEAD
PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION 8838 E. VALLEY BOULEVARD ROSEMEAD, CA 91770 TELEPHONE: (626) 569-2150 FAX: (626) 307-9218 BIDS DUE: THURSDAY, OCTOBER 6, 2022 AT 10:30 AM
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT NO. 21029
TABLE OF CONTENTS
BIDDING DOCUMENTS
1.Notice Inviting Bids ……………………………………………………NIB-1 - NIB- 2
2.Instructions to Bidders………………………………………….…........ITB-1 – ITB-10
3.Contract Bid Forms……………………………………………...……..CBF-1 – CBF-18
CONTRACT AGREEMENT
1.Contract Agreement and Insurance Requirements
2.Performance Bond
3.Payment Bond
CONTRACT APPENDIX
Part "A" General Provisions……………………………………….GP-1 - GP-34
Part "B" Supplemental General Conditions……………………….GC-1 GC-10
Part "C" Technical Provisions……………………………..………TP-1 – TP-15
Part "D" Appendix
Appendix A - Project Plans
NIB- 1
CITY OF ROSEMEAD NOTICE INVITING BIDS NIB No. 2022-16
NOTICE IS HEREBY GIVEN that the CITY OF ROSEMEAD, California, will receive electronic bids through PlanetBids at: https://pbsystem.planetbids.com/portal/54150/portal-home OR sealed bids at the City Clerk’s office, City Hall, 8838 Valley Blvd, Rosemead, CA 91770 up to 10:30 o’clock a.m. on Thursday, the 6th day of October, 2022. Electronic and hardcopy bids will be
publicly posted on PlanetBids and City’s website.
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
A mandatory pre-bid meeting is scheduled at the intersection of Delta Avenue and Wells Street in the City of Rosemead on Tuesday, September 27, at 10 am. No allowances for cost adjustments will be made if a Bidder fails to adequately examine the Project site before submitting a Bid.
The project consists of removal and replacement of existing PCC sidewalk, curb and gutter and other
related work as described in the Plans, Specifications, and Contract Documents, by this reference, made a part hereof. The engineer’s estimate for this project is $1,100,000. The successful bidder shall have FORTY (40)
working days to complete the work. Liquidated damages shall be $500.00 per calendar day.
Copies of the Bidding and Contract Documents, Plans and Specifications can be obtained from the City’s PlanetBid portal. Contractors can register as a vendor and download the documents by visiting the PlanetBid Portal (https://pbsystem.planetbids.com/portal/54150/portal-home). Hard copy of the
bid package will not be mailed.
SB 854 Requirements: This project is subject to the requirements of SB 854. No prime contractor or subcontractor may be
listed on a bid proposal for a public works project unless registered and qualified with the Department of Industrial Relations pursuant to Labor Code section 1725.5. No prime contractor or subcontractor may be awarded a contract for public work on a public works project unless registered and qualified with the Department of Industrial Relations pursuant to Labor Code section 1725.5. This project is
subject to compliance monitoring and enforcement by the Department of Industrial Relations. The
bid proposal must include a print out from the DIR registration website showing that the prime contractor and each subcontractor is currently registered and qualified. No bid proposals will be accepted nor any contract entered into with a prime contractor without proof of registration as required above. [Unless within the limited exceptions from this requirement for bid proposals only under Labor
Code Section 1771.1(a)]
Each bid must be accompanied by a bidder’s security in an amount not less than 10% of the amount of the bid, as a guarantee that the bidder will, if awarded the Contract, enter into a satisfactory
NIB- 2
agreement and provide a Performance Bond and a Payment Bond, each not less than 100% of the total amount of the bid price.
No bidder may withdraw his bid for a period of sixty-one (61) days after the above bid opening date.
The CITY OF ROSEMEAD will affirmatively ensure the disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, disability, sex or national origin in the consideration for an award.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor Code. Compliance with the prevailing rates of wage and apprenticeship employment standards established by the State Director of Industrial Relations will be required.
Bidders shall be licensed in accordance with the provision of Chapter 9, Division 111 of the Business
and Professions Code of the State of California. Bidder shall have a Class “A” license in good standing at the time Bids are received.
The Council reserves the right to reject any and all bids and to waive any informality, technical defect,
or minor irregularity in any bid submitted.
An award of service shall not be final until the bids have been reviewed and a Contract Agreement with the City has been signed by the lowest responsible bidder and by the City.
Award of Contract Agreement is proposed for October 25th, 2022.
All questions regarding this bid shall be uploaded City’s portal on PlanetBids, no later than 9 calendar days prior to bid due date and time.
Dated this September 14, 2022
________________________________
Ericka Hernandez City Clerk
Publish: September 15th & 22th, 2022.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
INSTRUCTION TO BIDDERS
ITB - 1
INSTRUCTIONS TO BIDDERS
All Bids must be made in accordance with these Instructions to Bidders ("ITB"). Unless specifically noted,
capitalized terms are used as defined in the General Conditions, found in Part "B" of the Contract Appendix.
All terms defined in the General Conditions which occur in the Bid Documents and Contract shall have
meanings as defined therein.
1. AVAILABILITY OF BID DOCUMENTS
Bids must be submitted to the Owner on the Contract Bid Forms which are a part of the Bid Package for
the Project. Prospective bidders may obtain one (1) complete set of Bid Documents. Bid Documents may
be obtained from the City’s PlanetBid portal. Contractors can register as a vendor and download the
documents by visiting the PlanetBid Portal (https://pbsystem.planetbids.com/portal/54150/portal-home).
Hard copy of the bid package will not be mailed.
2. EXAMINATION OF BID DOCUMENTS
The Owner has made copies of the Bid Documents available, as indicated above. Bidders shall be solely
responsible for examining the Project Site and the Bid Documents, including any Addenda issued during
the bidding period, and for informing itself with respect to local labor availability, means of transportation,
necessity for security, laws and codes, local permit requirements, wage scales, local tax structure,
contractors' licensing requirements, availability of required insurance, and other factors that could affect
the Work. Bidders are responsible for consulting the standards referenced in the Contract titled
Specifications. Failure of Bidder to so examine and inform itself shall be at its sole risk, and no relief for
error or omission will be given except as required under State law.
3. INTERPRETATION OF BID DOCUMENTS
Any request for an interpretation or clarification of the Bid Documents must be submitted in writing by
Bidder via email or facsimile to the Owner’s Project Engineer. Any response that the Owner may choose
to make for purposes of interpretation or clarification, will be in writing and made available to all the listed
holders of the Bid Documents. The Owner will respond to all written/faxed/email Bidder's inquiries
received at least seventy two (72) hours before the scheduled bid opening date for which, in its sole
judgment, a response is in the best interest of the Owner. Where such interpretation or clarification requires
a change in the Bid Documents, the Owner will prepare and issue an Addendum to the Bid Documents.
The Owner shall not be bound by, and Bidder shall not rely upon, any oral interpretation or clarification of
the Bid Documents.
The bidding process and terms and conditions will be in strict accordance with the following Bid
Documents:
a. Notice Inviting Bids
b. Instructions to Bidders
c. Contract Bid Forms
d. Contract
e. Contract Appendix
Part “A" - General Conditions
Part "B" - Supplementary General Conditions
Part "C" - Technical Provisions
Part "D" - Appendix
ITB - 2
f. Any Addenda Issued by the Owner
4. INSPECTION OF SITE; PRE-BID CONFERENCE AND SITE WALK
Each prospective bidder is responsible for fully acquainting himself with the conditions of the Project Site
(which may include more than one site), as well as those relating to the construction and labor of the Project,
to fully understand the facilities, difficulties and restrictions which may impact the total and adequate
completion of the Project.
5. ADDENDA
The Owner reserves the right to revise the Bid Documents prior to the bid opening date. Revisions, if any,
shall be made by written Addenda. Pursuant to Public Contract Code Section 4104.5, if the Owner issues
an Addendum later than 72 hours prior to the deadline for submission of bids, and the Addendum requires
material changes, additions or deletions to the description of the work to be performed or the content, form
or manner of submission of bids, the Owner will extend the deadline for submission of bids by at least 72
hours. Otherwise, the Owner may determine, in its sole discretion, whether an Addendum requires that the
date set for opening bids be postponed. The announcement of the new date, if any, shall be made by
Addenda. Each prospective bidder shall provide Owner a name, address and facsimile number to which
Bid Document Addenda may be sent, as well as a telephone number by which the Owner can contact the
Bidder. Copies of Addenda will be furnished by email, facsimile, first class mail, express mail or other
proper means of delivery without charge to all parties who have obtained a copy of the Bid Documents and
provided such current information. Please Note: Bidders are primarily and ultimately responsible for
ensuring that they have received any and all Addenda. To this end, each Bidder should contact the
Development Services Department to verify that he has received all Addenda issued, if any.
Bidders must acknowledge receipt of all Addenda, if any, in its Bid Letter. Failure to acknowledge receipt
of all Addenda may cause its Bid to be deemed incomplete and nonresponsive.
6. PREPARATION OF BIDS
Bids shall be prepared only using copies of the Contract Bid Forms provided with the Bid Documents. The
use of substitute bid forms other than clear and correct photocopies of those provided by the Owner will
not be permitted and may result in the Bid being declared nonresponsive. Bid Letters shall be executed by
an authorized signatory as described in these Instructions to Bidders. In addition, Bidders shall fill in all
blank spaces (including inserting “N/A” where applicable) and initial all interlineations, alterations, or
erasures to the Contract Bid Forms. Bidders shall neither delete, modify, nor supplement the printed matter
on the Contract Bid Forms nor make substitutions thereon. USE OF INK, INDELIBLE PENCIL OR A
TYPEWRITER IS REQUIRED.
7. ALTERNATE BIDS
If alternate bid items are called for in the Bid Documents, the lowest bid will be determined on the
basis of the base bid only, but the Owner may choose to award the contract on the basis of the base
bid alone or the base bid and any alternate or combination of alternates. Since the time for the alternate
bid items has already been factored into the Contract Time, no additional Contract Time will be awarded
for any of the alternate bid items. Because the Owner may elect to include one or more of the alternate bid
items, or to otherwise remove certain bid items from the Project scope of work, each Bidder must ensure
that each bid item contains a proportionate share of profit, overhead and other costs or expenses which will
be incurred by the Bidder. Bidders shall not unevenly weight or allocate their overhead and profit to one
or more particular bid items.
ITB - 3
8. MODIFICATIONS OF BIDS
Each Bidder shall submit its Bid in strict conformity with the requirements of the Bid Documents. Each
Bid prepared by Bidder shall be complete in itself and shall be submitted within a sealed envelope in
accordance with the instructions herein.
Unauthorized conditions, limitations, exclusions or provisions attached to a Bid will render it nonresponsive
and may cause its rejection. Bidders shall neither delete, modify, nor supplement the printed matter on the
Contract Bid Forms, nor make substitutions thereon. ORAL, TELEPHONIC AND FACSIMILE BIDS OR
MODIFICATIONS WILL NOT BE CONSIDERED.
9. SIGNING OF BIDS
All Bids submitted shall be executed by the Bidder or its authorized representative. Bidders will be asked
to provide evidence in the form of an authenticated resolution of its Board of Directors or a Power of
Attorney evidencing the capacity of the person signing the Bid to bind the Bidder to each Bid and to any
Contract arising therefrom.
If a Bidder is a joint venture or partnership, it will be asked to submit an authenticated Power of Attorney
executed by each joint venture or partner appointing and designating one of the joint ventures or partners
as a management sponsor to execute the Bid on behalf of Bidder. Only that joint venture or partner shall
execute the Bid. The Power of Attorney shall also: (1) authorize that particular joint venture or partner to
act for and bind Bidder in all matters relating to the Bid; and (2) provide that each venture or partner shall
be jointly and severally liable for any and all of the duties and obligations of Bidder assumed under the Bid
and under any Contract arising therefrom. The Bid shall be executed by the designated joint venture or
partner on behalf of the joint venture or partnership in its legal name.
10. BID GUARANTEE (BOND)
Each bid proposal shall be accompanied by a certified or cashier's check, bid bond (the bid bond must be
submitted on the form included in these Bid Documents) or equivalent substitution in lieu of a bond, as
authorized by Code of Civil Procedure Section 995.710, in an amount not less than 10% of the Total Bid
Price. Any check, bond, or other substitute must be made payable to the Owner, and shall be given as a
guarantee that the Bidder will enter into the Contract described in the Bid Documents if awarded the work
and will provide a satisfactory Performance Bond, Payment Bond, the required insurance certificates and
endorsements, and any other certifications as may be required by the Contract. By submitting a proposal,
each bidder agrees that its failure to enter the Contract if awarded the work or to provide the Bonds and
other information or documentation described above would result in damage to the Owner, and that it would
be impracticable or extremely difficult to ascertain the actual amount of that damage. For this reason, each
bidder agrees that the Owner may retain the bid proposal guarantee as liquidated damages if the bidder is
awarded the work but fails or refuses to timely enter into the Contract or to provide the Bonds and other
information or documentation described above, except as may otherwise be required by California law.
If electing to provide a Bid Bond, as set forth above, each Bidder must obtain such a bond from an admitted
surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in
the State of California and satisfactory to the Owner. In addition, the Bid Bond must be submitted on the
form furnished by the Owner, or one substantially in conformance with the Owner's form if previously
approved in writing by the Owner.
Certified or cashier's checks must be drawn on a solvent state bank or a California branch of a solvent
national bank.
ITB - 4
After the Owner has made an award to the successful Bidder, and the Bidder has signed a Contract,
submitted the necessary bonds, original insurance certificates and endorsements, and any other
certifications as may be required by the Contract, the remaining Bid guarantees shall be returned to each
particular bidder if requested by that bidder. If the Owner rejects all Bids, it will promptly return to all
Bidders their Bid guarantees
11. SUBMISSION OF SEALED BIDS
Once the Bid and supporting documents herein have been completed and signed as set forth above, they
shall be placed, along with the Bid Guarantee and any proposed sketches and brochures or other materials
required by these instructions, in an envelope, sealed, addressed and delivered or mailed, postage prepaid
to the Owner at the place and to the attention of the person indicated in the Notice Inviting Bids. NO ORAL,
TELEPHONIC OR FACSIMILE FORMS WILL BE CONSIDERED. The envelope shall also contain the
following in the lower left-hand corner thereof:
Bid of (Insert Name of the Company)
for DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
Alternatively, bids can be submitted electronically through PlanetBids at:
https://pbsystem.planetbids.com/portal/54150/portal-home
No consideration shall be given by the Owner to bid proposals received after the date and time set for the
opening of bids as provided in the Notice Inviting Bids.
12. DELIVERY AND OPENING OF BIDS
Bids will be received by the Owner at the address shown in the Notice Inviting Bids or electronically
through Planetbids up to the date and time shown therein. The Owner will leave unopened any Bid received
after the specified date and time, and any such unopened Bid will be returned to the Bidder. It is the
Bidder's sole responsibility to ensure that its Bid is received as stipulated. Bids may be submitted earlier
than the dates(s) and time(s) indicated.
Bids will be opened at the date and time stated in the Notice Inviting Bids and the amount of each Bid will
be read aloud and recorded. All Bidders may, if they desire, attend the opening of Bids. Owner reserves
the right to reject any or all Bids, to waive any informality or irregularity in any Bid received where such
waiver is in the best interests of the Owner, and to be the sole judge of the merits of the respective Bids
received. In the event of a discrepancy between the written amount of the Bid Price and the numerical
amount of the Bid Price, the written amount shall govern.
13. WITHDRAWAL OF BID
Prior to the bid opening date, a Bid may be withdrawn by the Bidder by means of a written request signed
by the Bidder or its properly authorized representative. If a Bidder to whom the award is made fails or
refuses to sign a Contract, or to furnish the bonds, certificates and endorsements required below within the
time specified in these Instructions to Bidders below, the funds represented by the Bid Guarantee (cash,
cashiers check or Bid bond described above) shall be forfeited and become and remain the property of the
Owner; the amount thereof being previously agreed to by the Bidder and the surety to be due the Owner
because of the damage resulting from the delay in the execution of the Contract and in the performance of
Work thereunder.
14. AWARD PROCESS
ITB - 5
Once all Bids are opened and reviewed to determine the lowest responsive and responsible bidder, the City
Council will make all necessary decisions and awards. The apparent successful bidder should at this point
begin to prepare the following documents: (1) the Performance Bond; (2) the Payment Bond; and (3) the
required insurance certificates and endorsements. Once the Owner issues a Notice of Award, the successful
bidder will have seven (7) Working Days from the date of this letter to supply the Owner with all of the
required documents and certifications. Regardless whether the successful bidder supplies the required
documents and certifications in a timely manner, the Contract Time will begin to run ten (10) Working
Days from the date of the Notice of Proceed. Once the Owner receives all of the properly drafted and
executed documents and certifications from the successful bidder, the Owner shall issue a Notice to Proceed
to that successful bidder.
15. DESIGNATION OF SUBCONTRACTORS
Pursuant to state law, the Bidders must designate the name and location of each subcontractor who will
perform work or render services for the prime Bidder in an amount that exceeds one-half of one
percent (0.5%) of the Bidder's Total Bid Price, as well as the portion of work each such subcontractor will
perform. Bidders must make these designations, as well as any others requested by the Owner, on the
document titled "List of Proposed Subcontractors" which has been included with the Contract Bid Forms.
Pursuant to Public Contract Code Section 4104, the Owner has determined that it will allow Bidders twenty-
four (24) additional hours after the deadline for submission of bids to submit the information requested by
the Owner about each subcontractor, other than the name and location of each subcontractor.
16. LICENSING AND REGISTRATION REQUIREMENTS
Pursuant to Section 7028.15 of the Business and Professions Code and Section 3300 of the Public Contract
Code, all bidders must possess proper licenses for performance of this Contract. Pursuant to Section 1725.5
of the Labor Code, all bidders must be registered with the Department of Industrial Relations to be qualified
to bid on this Contract. Subcontractors must possess the appropriate licenses for each specialty
subcontracted and be registered with the Department of Industrial Relations. Pursuant to Section 7028.5 of
the Business and Professions Code, the Owner shall consider any bid submitted by a contractor not currently
licensed in accordance with state law and pursuant to the requirements found in the Bid Documents to be
nonresponsive, and the Owner shall reject the Bid. The Owner shall have the right to request, and the
Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the Owner of all valid
license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the
Contract.
17. DISQUALIFICATION OF BIDDERS; INTEREST IN MORE THAN ONE BID
No bidder shall be allowed to make, submit or be interested in more than one bid. However, a person, firm,
corporation or other entity that has submitted a subproposal to a bidder, or that has quoted prices of materials
to a bidder, is not thereby disqualified from submitting a subproposal or quoting prices to other bidders
submitting a bid to the Owner.
18. INSURANCE REQUIREMENTS
Within the time specified in these Instructions to Bidders above, Bidder shall provide the Owner with four
identical counterparts of all required insurance certificates and endorsements as specified in the Bid
Documents. Failure to do so may, in the sole discretion of Owner, result in the forfeiture of the Bid
Guarantee. All insurance is to be placed with insurers with a current A.M. Best’s rating of no less than
A:VIII, licensed to do business in California, and satisfactory to the Owner.
19. REQUIRED BIDDER CERTIFICATIONS
ITB - 6
Bidders must comply with the following:
A. CONTRACT BID FORMS: Within the Contract Bid Documents the bidder must certify to
various information, including but not limited to, the accuracy of the representations made in the Contract
Bid Forms.
B. NON-COLLUSION AFFIDAVIT: Pursuant to Public Contract Code Section 7106, each
Bidder must execute and submit with its bid the statutorily mandated non-collusion affidavit included in
the Bid Documents.
20. BASIS OF AWARD; BALANCED BIDS
The Owner shall award Contracts to only the lowest responsible Bidders submitting responsive Bids, as
required by law. The Owner reserves the right to reject any or all Bids. The Owner may reject any Bid
which, in its opinion when compared to other bids received or to the Owner's internal estimates, does not
accurately reflect the cost to perform the Work. In addition, because the Owner may elect to include or
exclude any of the bid items and alternate bid items at its sole and absolute discretion, each Bidder must
ensure that each bid item contains a proportionate share of profit, overhead and other costs or expenses
which will be incurred by the Bidder. The Owner may reject as non-responsive any bid which unevenly
weights or allocates overhead and profit to one or more particular bid items.
21. FILING OF BID PROTESTS
Bidders may file a "protest" of a contract award with the Owner's Project Manager. In order for a Bidder's
protest to be considered valid, the protest must:
A. Be filed in writing within five (5) Working Days after the bid opening date.
B. Clearly identify the specific accusation involved.
C. Clearly identify the specific Owner Staff/Board recommendation being protested.
D. Specify, in detail, the grounds of the protest and the facts supporting the protest.
E. Include all relevant, supporting documentation with the protest at time of filing.
If the protest does not comply with each and every one of these requirements, it will be rejected as invalid.
If the protest is valid, the Owner's Project Manager, or other designated Owner staff member, shall review
the basis of the protest and all relevant information. The Project Manager will deny or concur with the
protest and provide a written decision to the protestor. The protestor may then appeal the decision of the
Project Manager to the City Engineer then the appeal at the City Council. That way, the Council can deny
the protest and approve the project at the same hearing.
22. PERFORMANCE BOND AND PAYMENT BOND REQUIREMENTS
Within the time specified in these Instructions to Bidders above, the Bidder to whom a Contract is awarded
shall deliver to the Owner four identical counterparts of the Performance Bond and Payment Bond in the
form supplied by the Owner and included in the Bid Documents. Failure to do so may, in the sole discretion
of Owner, result in the forfeiture of the Bid Guarantee. The surety supplying the bond must be an admitted
surety insurer, as defined in Code of Civil Procedure Section 995.120, authorized to do business as such in
the State of California and satisfactory to the Owner.
The Performance Bond shall be for one hundred percent (100%) of the Total Bid Price, and the Payment
Bond shall also be for one hundred percent (100%) of the Total Bid Price.
ITB - 7
Contractor shall require, pursuant to Public Contract Code article 4108, all subcontractors providing labor
and materials in excess of the dollar amount indicated in the Notice Inviting Bids to supply Payment and
Performance Bonds in the amounts and manner required of the Contractor. The Contractor shall specify
this requirement for subcontractor bonds in his written or published request for subcontractor bids
23. EXPERIENCE AND TECHNICAL REQUIREMENTS
Bidders are required to provide the experience and qualification information required as part of the Contract
Bid Forms. The purpose of this data is to provide the information necessary for the Owner to determine
whether Bidders have the necessary experience in order to responsibly carry out the Work. Each Bidder
shall answer all questions and provide information requested by the Contract Bid Forms.
24. SALES AND OTHER APPLICABLE TAXES, PERMITS, LICENSES AND FEES
Contractor and its subcontractors performing work under this Contract will be required to pay California
sales and other applicable taxes, and to pay for permits, licenses and fees required by the agencies with
authority in the jurisdiction in which the work will be located, unless otherwise expressly provided by the
Bid Documents.
25. EXECUTION OF CONTRACT
The Bidder to whom an award is made shall execute the Contract in the amount of its Total Bid Price and
furnish the required insurance certificates and endorsements, as well as Performance and Payment Bonds,
in a timely manner. The Owner may require appropriate evidence that the persons executing the Contract
and the bonds for both the Bidder and its surety or sureties are duly empowered to do so.
26. OWNER RIGHTS
The Owner may investigate the qualifications of any Bidder under consideration, require confirmation of
information furnished by a Bidder, and require additional evidence of qualifications to perform the work
described in these Bid Documents. The Owner reserves the right to:
A. Reject any or all of the Bids if such action is in the best interest of the Owner.
B. Issue subsequent Notices Inviting Bids.
C. Cancel this entire Notice Inviting Bids.
D. Appoint evaluation committees to review any or all Bids.
E. Seek the assistance of outside technical experts to validate the Bid(s).
F. Approve or disapprove the use of particular subcontractors.
G. Waive informalities and irregularities in Bids.
The Notice Inviting Bids does not commit the Owner to enter into a contract, nor does it obligate the Owner
to pay any costs incurred in preparation and submission of Bids or in anticipation of a contract.
27. BIDDER'S RESPONSIVENESS
The Owner will evaluate Bids for responsiveness at the time of Bid opening and before award is made. A
Bid must be in strict compliance with the commercial and technical specifications, without exception. Only
Bids which conform in all material respects to the Bid Documents can be eligible for award. A Bid not
meeting the requirements of the responsiveness checklist may be rejected immediately upon opening, and
returned to the Bidder's representative.
ITB - 8
28. BIDDER'S RESPONSIVENESS CHECKLIST
The Owner's initial responsiveness evaluation will consider the following:
A. Completed and properly executed Bid Letter (Including a completed Total Bid Price,
completed Bid Bond amount, acknowledged addenda, completed state of incorporation or partner/joint
venturer information (if applicable), completed license number, and signature by authorized company
officer);
B. Completed Bid Data Forms (including valid and properly executed Bid Bond for 10% of
the Total Bid Price and a completed List of Proposed Subcontractors);
C. Properly executed Non-Collusion Affidavit; and
D. Completed and properly executed Bidder Information Forms.
If the Bidder is a joint venture, each joint venturer shall prepare and submit a separate form. Extra forms,
if needed, can be obtained from the Owner, or photocopied by the Bidder, if necessary.
29. CONTRACT BID FORMS; LISTS OF SUBCONTRACTORS
A. Contract Bid Forms.
The Bid Letter and Forms must be completed as set forth below.
(1) The Contract Bid Forms and Letter must be prepared using ink, indelible pencil or
a typewriter.
(2) The Bid Letter must be signed by the Bidder or on its behalf by the person or
persons having the authority to do so. Proof of the authority to act on behalf of the
firm must be submitted when requested. The proof shall be in the form of a
certified copy of an appropriate corporate resolution, certificate of partnership or
joint venture, or other appropriate document. If Bidder is an entity made up of
multiple parties and no person or persons are designated to act on its behalf, all
parties shall execute the Bid.
(3) Addenda - Receipt of addenda must be acknowledged in the space provided in the
Bid Letter.
(4) The Bidder shall not delete, modify, supplement or make substitutions thereof, on
the printed matter of the Contract Bid Forms or Bid Letter.
(5) Corrections shall be initialed by the person who signs the Bid Letter.
(6) Exceptions or qualifications to the Bid Documents are strictly forbidden. Any
comment by the Bidder which the Owner determines can be construed as altering
the requirements of the specifications or the terms and conditions of the Contract
will render the Bid nonresponsive and disqualify the Bidder from consideration for
award.
B. List of Proposed Subcontractors (Forms).
State law prohibits substitution of subcontractors listed in the original Bid except as otherwise
provided in Sections 4107 and 4107.5 of the California Public Contract Code. Bidders are required
to list all Subcontractors whose participation in the Contract will exceed one-half of one percent
ITB - 9
(0.5%) of the Total Bid Price. The List of Proposed Subcontractors Forms must be completed as
set forth below.
(1) Name. List the name of Subcontractors who will perform work in excess of one
half of one percent (0.5%) of the Total Bid Price.
(2) Location. For listed Subcontractors, identify the location of its place of business
(City and State).
(3) Work. For listed Subcontractors, identify the type/portion of work to be performed
in the Contract.
(4) Contractor License Number. For listed Subcontractors, list the contractor license
number issued to the Subcontractor by the California Contractors State License
Board.
(5) Registration with Department of Industrial Relations. For listed Subcontractors,
include evidence of registration with the Department of Industrial Relations as
required by Section 1725.5 of the Labor Code.
Pursuant to Public Contract Code Section 4104, the Owner has determined that it will not allow Bidders
twenty-four (24) additional hours after the deadline for submission of bids to submit the information
requested by the Owner about each subcontractor, other than the name and location of each subcontractor.
30. RESPONSIBILITY CRITERIA
Responsibility is the apparent ability of the Bidder to meet and complete successfully the requirements of
the Contract. The Owner reserves the right to consider the financial responsibility and general competency
of each bidder, as well as its reputation within the industry. Owner may request, and apparent low bidder
shall provide, a financial statement, audited if necessary, including the Bidder's latest balance sheet and
income statement. Owner expects that each Bidder will fully and truthfully disclose all information
required of the Bidder by the Bid Documents. The prospective contractor, in order to be evaluated by the
Owner as being a responsible contractor, must complete Section 4 of the Contract Bid Forms to determine
that it:
A. Has or can secure adequate financial resources to perform the contract;
B. Is able to meet the performance or delivery schedule of the contract, taking into
consideration other business commitments; and
C. Has a satisfactory record of performance. A contractor seriously deficient in
current contract performance, considering the number of contracts and extent of
the deficiencies, is presumed not to meet this requirement unless the deficiencies
are beyond its control or there is evidence to establish its responsibility
notwithstanding the deficiencies. Evidence of such satisfactory performance
record should show that the contractor:
(1) Has a satisfactory record of integrity in its dealings with government agencies and
with subcontractors, and is otherwise qualified to receive an award under
applicable laws and regulations;
ITB - 10
(2) Has the necessary organization, experience, satisfactory safety record, accounting
and operational controls and technical skills or the ability to obtain them; and
(3) Has the necessary production, construction, and technical equipment and facilities
or the ability to obtain them.
END OF INSTRUCTIONS TO BIDDERS
BIDDER: ________________________
CBF - 1
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
CONTRACT BID FORMS
SECTION 1 - BID SCHEDULE
BIDDER: ________________________
CBF - 2
BASE BID SCHEDULE SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE ITEM COST
1 Clearing and Grubbing including all removals, relocations, per plans and specifications. 1 LS $___________ $__________________
2 Disposal of Waste Materials 1 LS $___________ $__________________
3 Earthwork-Export. (sidewalk excavation) 260 CY $___________ $__________________
4
Remove and Construct PCC curb ramp per SPPWC Std. Plan 111-5., CASE B, Type 4, modified per plan. Including retaining curb, guard rail and all incidentals complete in place as shown on the plans, details, and specifications.
1 LS $___________ $__________________
5 Remove, dispose and Construct 4-Inch thick PCC Sidewalk per SPPWC Std. Plan 113-2. 11,100 SF $___________ $__________________
6
Remove, dispose and Construct 6-inch thick PCC Driveway per SPPWC Std. Plan 110-2, including all incidentals complete in place as modified per plan, details, and specifications.
10,610 SF $___________ $__________________
7
Remove, dispose and Construct 8-inch curb and gutter per SPPWC Std. Plan 120-2, A2-8(200) including all incidentals complete in place as modified per plan, details, and specifications.
35 LF $___________ $__________________
8 Remove, dispose, and Construct 6" thick PCC Pavement per plans and specifications 3,028 SF $___________ $__________________
9 Install new chain link fence. Including all incidentals complete in place, per plans, details, and specifications. 620 LF $___________ $__________________
10
Remove, dispose and construct reinforced masonry block wall per SPPWC Std. plan 601-4, type 1 with wrought iron fence, driveway gate. Including all incidentals complete in place, per plans, details, and specifications.
110 LF $___________ $__________________
11
Remove, dispose and construct reinforced masonry retaining wall per SSPWC Std. plan 618-3, type B with wrought iron fence, driveway gate, including all incidentals, grading, earthwork, complete in place, per plans, details, and specifications.
190 LF $___________ $__________________
BIDDER: ________________________
CBF - 3
NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE ITEM COST
12 Construct 6-inch to18-Inch high variable retaining curb Including all incidentals complete in place, per plans, details, and specifications. 770 LF $___________ $__________________
13 Remove and Construct 8-inch-thick Asphalt pavement per plans and specifications 140 Ton $___________ $__________________
14
Remove, dispose, and construct colored concrete (sunbaked clay color) crosswalk including all incidentals complete in place per detail "E" on sheet D1 and specifications.
1,250 SF $___________ $__________________
15 Adjust existing utility Pull Box to grade. (Water, Gas, Irrigation) 30 EA $___________ $__________________
16 Remove existing and install new mailbox 18 EA $___________ $__________________
17 Relocate existing mailbox per detail “H” on sheet D1 5 EA $___________ $__________________
18 Furnish and Install 24-inch box tree (Carrot wood) Including all incidentals complete in place, per plans, details, and specifications. 14 EA $___________ $__________________
19
Furnish and Install 5-gal hedge tree @3-feet O.C (Texas Pivot) Including all incidentals complete in place, per plans, details, and specifications.
10 EA $___________ $__________________
20
Remove and relocate existing Mango Tree per sppwc std. plan 518-3 and tree well std. 519-3, including all incidentals complete in place per plans, details and specifications
1 EA $___________ $__________________
21
Remove existing and Furnish and Install 1-inch copper water line including all incidentals complete in place per San Gabriel Valley Water District Standards.
90 LF $___________ $__________________
22
Adjust Water Meter to grade, complete in place including new water line, fittings and incidentals per San Gabriel Valley Water District Standards.
11 EA $___________ $__________________
23 Furnish and Install 1-inch PVC irrigation Sleeve 300 LF $___________ $__________________
24 Signing and Striping Including ADA pavement markings, including all incidentals complete in place, per plans, details and specifications. 1 LS $___________ $__________________
25 Paint home address numbers on existing curb 1 LS $___________ $__________________
TOTAL BASE BID AMOUNT IN NUMBERS $__________________
BIDDER: ________________________
CBF - 4
TOTAL BASE BID AMOUNT IN WORDS: _______________________________________
______________________________________________________________________________
ADDITIVE ALTERNATE BID SCHEDULE SCHEDULE OF PRICES FOR DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
NO. ITEM DESCRIPTION EST. QTY. UNIT UNIT PRICE ITEM COST
1 Cold Mill 2-inch existing Asphalt Pavement per plans and specifications 63,300 SF $___________ $__________________
2 Construct 1.5-inch-thick Asphalt Pavement ARHM-GG-C (PG 64-16). 593 TON $___________ $__________________
3 Construct 1-inch-thick Asphalt Pavement Leveling Course D1 (PG 64-10) 395 TON $___________ $__________________
4 Adjust existing Utility water/gas valve to Grade 6 EA $___________ $__________________
5 Adjust existing Utility Sewer/Storm drain manhole cover to Grade 5 EA $___________ $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN NUMBERS $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN WORDS: _____________________
______________________________________________________________________________
BIDDER: ________________________
CBF - 5
The award of Contract shall be based on the TOTAL BASE BID AMOUNT only. The ADDITIVE ALTERNATE BID ITEMS shown per the ADDITIVE ALTERNATE BID SCHEDULE above will not be taken into account in determining the lowest responsible bidder. City may add bid items from the ADDITIVE ALTERNATE BID SCHEDULE at the sole and complete discretion of the City as part of the performance of the contract.
In the case of discrepancies in the amount of bid, unit prices shall govern over extended amounts, and words shall govern over figures.
Full compensation for the items listed to the right as Items A, B, C, D and E are considered
as inclusive in each Bid Item listed above in
the Base Bid Schedule and Additive Alternate Bid Schedule as applicable, and no additional and/or separate compensation will be allowed.
A. Mobilization / Demobilization
B. Traffic Control
C. NPDES, WWECP, and Best Management
Practices (BMPs), Public Convenience and Safety
D. Construction Staking by Land Surveyor
E. Clearing and Grubbing The bid prices shall include any and all costs, including labor, materials, appurtenant expenses, taxes, royalties and any and all other incidental costs to complete the project, in compliance with the Bid and Contract Documents and all applicable codes and standards.
The City reserves the right to add, delete, increase or decrease the amount of any quantity shown and to delete any item from the contract and pay the contractor at the bid unit prices so
long as the total amount of change does not exceed 25% (plus or minus) of the total bid
amount for the entire project. If the change exceeds 25%, a change order may be negotiated to adjust unit bid prices.
All other work items not specifically listed in the bid schedule, but necessary to complete the
work per bid and contract documents and all applicable codes and standards are assumed to be included in the bid prices.
A bid is required for the entire work, that the quantities set forth in the Bid Schedule are to
calculate total bid amount, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed.
The undersigned agrees that these Contract Bid Forms constitute a firm offer to the Owner which cannot be withdrawn for the number of Working Days indicated in the Notice Inviting Bids from and after the bid opening date, or until a Contract for the Work is fully executed by the Owner and
a third party, whichever is earlier. The undersigned also agrees that if there is a discrepancy
between the written amount of the Bid Price and the numerical amount of the Bid Price, the written amount shall govern. Attached hereto is a certified check, a cashier's check or a bid bond in the amount of
__________________ Dollars ($__________________) said amount being not less than ten
percent (10%) of the Total Bid Price. The undersigned agrees that said amount shall be retained by the Owner if, upon award, we fail or refuse to execute the Contract and furnish the required bonds, certificates and endorsements of insurance and other certifications within the time provided.
If awarded a Contract, the undersigned agrees to execute the formal Contract, which will be
prepared by the Owner for execution, within five (5) Calendar Days following the Letter of Award for the Contract, and will deliver to the Owner within that same period the necessary original
BIDDER: ________________________
CBF - 6
Certificates of Insurance, Endorsements of Insurance, Performance Bond, Payment Bond and all other documentation and certification required by the Contract.
The undersigned offers and agrees that if this bid is accepted, it will assign to the purchasing body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 of Part 2 of Division 7 of the Business and Professional Code), arising from purchases of goods, materials or services by the
Bidder for sale to the purchasing body pursuant to the bid. Such assignment shall be made and
become effective at the time the purchasing body tenders final payment to he Contractor. Bidder understands and agrees that, when requested by Owner, he shall provide: (1) evidence satisfactory to the Owner of Bidder’s California contractor’s license(s) in good standing; (2)
evidence that the person signing this Bid is authorized to bind Bidder to this Bid and to a contract
resulting therefrom; and (3) any other information and documentation, financial or otherwise, needed by Owner to award a Contract to the lowest responsible and responsive bidder. Bidder understands and agrees that liquidated damages shall apply to this Contract in the amounts
of five hundred dollars ($500.00) per calendar day if project is not completed within the working
days specified on the Notice Inviting Bids. The Contract Time will begin to run ten (10) Working Days from the date of the Notice of Proceed and subject to the terms and conditions described in the Contract Form and the Contract Documents.
Bidder acknowledges that data submitted with its Contract Bid Forms which it requires to be
incorporated into a Contract arising out of this Submittal has been so identified by Bidder. Bidder further acknowledges that the Owner may, at its discretion, incorporate any of the remaining data submitted herewith into a contract arising out of this Bid.
The Bidder understands and agrees that the Total Bid Price is inclusive of all labor, materials, and
equipment or supplies necessary to complete the Work as described in the Bid Documents. If this bid is accepted, the undersigned Bidder agrees to enter into and execute the Contract with the necessary bonds and accept the Total Bid Price as compensation in full for all Work under the contract.
BIDDER: ________________________
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EXAMINATION OF SPECIFICATIONS AND SITE OF WORK The Bidder declares that he/she has carefully read and examined the project plans, specifications,
bid documents, and he/she has made a personal examination of the site (indicate name of the
person, representing the bidder, who inspected the site and date below) and that he/she understands the exact scope of the Project. Name of Person who inspected the site: ________________________________
Date of Inspection: ________________________________ ADDENDA ACKNOWLEDGMENT The Bidder acknowledges receipt of the following Addenda and has included their provisions in
this Proposal:
Addendum No.___________________ Dated________________ Addendum No.___________________ Dated________________
Addendum No.___________________ Dated________________ Addendum No.___________________ Dated________________
BIDDER: ________________________
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PUBLIC CONTRACT CODE STATEMENT AND QUESTIONAIRE
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In conformance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the bidder hereby
declares under penalty of perjury under the laws of the State of California that
the bidder has ___ , has not ___ been convicted
within the preceding three years of any offenses referred to in that section, including any charge of fraud,
bribery, collusion, conspiracy, or any other act in violation of any state or Federal antitrust law in connection
with the bidding upon, award of, or performance of, any public works contract, as defined in Public Contract
Code Section 1101, with any public entity, as defined in Public Contract Code Section 1100, including the
Regents of the University of California or the Trustees of the California State University. The term "bidder"
is understood to include any partner, member, officer, director, responsible managing officer, or
responsible managing employee thereof, as referred to in Section 10285.1.
Note: The bidder must place a checkmark after "has" or "has not" in one of the blank spaces provided. The above Statement is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In conformance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of
perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the
bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal,
state, or local government project because of a violation of law or a safety regulation?
Yes _____ No _____ If the answer is yes, explain the circumstances in the following space.
BIDDER: ________________________
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PUBLIC CONTRACT CODE 10232 STATEMENT
In conformance with Public Contract Code Section 10232, the Contractor, hereby states under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal court has been
issued against the Contractor within the immediately preceding two-year period because of the Contractor's
failure to comply with an order of a federal court which orders the Contractor to comply with an order of the
National Labor Relations Board
Note: The above Statement and Questionnaire are part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Statement and Questionnaire. Bidders are cautioned that making a false certification may subject the certifier to criminal prosecution.
BIDDER: ________________________
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By: _____________________________ _____________________________ Signature Business Street Address
_____________________________ _____________________________ Type or Print Name City, State and Zip Code _____________________________ _____________________________
Title Telephone Number
Bidder's/Contractor's State of Incorporation: _____________________________________
Partners or Joint Venturers:
__________________________________________
__________________________________________
__________________________________________
Bidder’s License Number(s): ___________________________________________
Department Industrial Relations
Registered No. ____________________________________________
NOTES:
1) By its signature on this Bid, the Bidder certifies under penalty of perjury the accuracy of the representations made on the Contract Bid Forms. 2) If Bidder is a corporation, enter State of Incorporation in addition to Business Address
3) If Bidder is a partnership or joint venture, give full names of all partners or joint venturers.
As further discussed in the Instructions to Bidders, Bidder will be required to provide evidence that the person signing on behalf of the corporation, partnership or joint venture has the authority to do so.
BIDDER: ________________________
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SECTION 2
BID DATA FORMS
BIDDER: ________________________
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Bidder shall submit its Bid data in accordance with the format shown on each of the following Bid Data Forms. Bidders shall prepare and use as many sheets as are necessary to adequately provide
the information required. Bidder shall ensure that every page of its Bid Data Forms are properly
identified with the Bidder's name and page number. 2.A BID BOND
KNOW ALL MEN BY THESE PRESENTS:
THAT __________________________________________________________, as Principal, and ____________________________________________________ ______________________________, as Surety, are held firmly bound unto the
CITY OF ROSEMEAD (hereinafter called the OWNER) in the sum of
__________________________________________________________________ ________________________________________________________DOLLARS ($______________________), being not less than ten percent (10%) of the Total Bid Price; for the payment of which sum will and truly to be made, we bind
ourselves, our heirs, executors, administrators, successors, and assigns, jointly and
severally, firmly by these presents. WHEREAS, said Principal has submitted a bid to the OWNER to perform all Work required for the DELTA AVENUE SR2S SIDEWALK GAP CLOSURE
PROJECT FROM MISSION DR TO WELLS STREET –as set forth in the
Notice Inviting Bids and accompanying Bid Documents, dated ______________________. NOW, THEREFORE, if said Principal is awarded a Contract for the Work by the
OWNER and, within the time and in the manner required by the above- referenced
Bid Documents, enters into the written form of Contract bound with said Bid Documents, furnishes the required bonds (one to guarantee faithful performance and the other to guarantee payment for labor and materials) furnishes the required insurance certificates and endorsements, and furnishes any other certifications as
may be required by the Contract, then this obligation shall be null and void;
otherwise it shall remain in full force and effect. In the event suit is brought upon this bond by the OWNER and judgment is recovered, said Surety shall pay all costs incurred by the OWNER in such suit, including reasonable attorneys' fees to be fixed by the court.
SIGNED AND SEALED, this _______ day of __________________, 20____. _______________________________(SEAL) ______________________(SEAL) Principal Surety
By: ________________________ By: ____________________________ Signature Signature
BIDDER: ________________________
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2.B LIST OF PROPOSED SUBCONTRACTORS
In compliance with the "Subletting and Subcontracting Fair Practices Act," Sections 4100
through 4114 of the California Public Contract Code, and any amendments thereto, each Bidder shall provide the information requested below for each subcontractor who will perform work, labor or render service to Bidder in or about the construction of the Work in an amount in excess of one-half of one percent (greater than 0.5 %) of the Bidder's Total
Bid Price, or, in the case of bids or offers for the construction of streets or highways,
including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, and shall further set forth the portion of the Work which will be done by each subcontractor. Bidder shall list only one subcontractor for any one portion of the Work.
Pursuant to Public Contract Code Section 4104, the Owner has determined that it will allow Bidders twenty-four (24) additional hours after the deadline for submission of bids to submit the information requested by the Owner about each subcontractor, other than the name and location of each subcontractor.
If the Bidder fails to specify a subcontractor for any portion of the Work to be performed under the Contract, it shall be deemed to have agreed to perform such portion itself, and shall not be permitted to subcontract that portion of the Work except under the conditions hereinafter set forth below.
Subletting or subcontracting of any portion of the Work in excess of one half of one percent (greater than 0.5%) of the Total Bid Price or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the Contractor's total bid or ten thousand dollars ($10,000), whichever is greater, for which
no subcontractor was designated in the original bid shall only be permitted in cases of
public emergency or necessity, and then only after Owner approval.
BIDDER: ________________________
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2.B LIST OF PROPOSED SUBCONTRACTORS (continued) [**Duplicate Next 2 Pages if needed for listing additional subcontractors.**] Name and Location Description of Work of Subcontractor to be Subcontracted
Name:________________________________________________ Address:______________________________________________ License No.: ___________________________________________ Department of Industrial Relation Registration No.______________
Name and Location Description of Work of Subcontractor to be Subcontracted
Name:_______________________________________ Address:______________________________________ License No.: ___________________________________________ Department of Industrial Relation Registration No.______________ Name and Location Description of Work of Subcontractor to be Subcontracted
Name:_______________________________________
Address:______________________________________ License No.: ___________________________________________ Department of Industrial Relation Registration No.______________ Name and Location Description of Work of Subcontractor to be Subcontracted Name:_______________________________________
Address:______________________________________ License No.: ___________________________________________ Department of Industrial Relation Registration No.______________
Name and Location Description of Work of Subcontractor to be Subcontracted Name:_______________________________________
Address:______________________________________
License No.: ___________________________________________ Department of Industrial Relation Registration No.______________
BIDDER: ________________________
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2.C REFERENCES The following are the names, addresses and telephone numbers for three public agencies for which BIDDER has performed similar work within the past two (2) years:
1. ______________________________________________________________________________ Name and Address of Owner
______________________________________________________________________________ Name and telephone number of person familiar with project
______________________________________________________________________________ Contract amount Type of Work Date Completed 2. ______________________________________________________________________________
Name and Address of Owner ______________________________________________________________________________ Name and telephone number of person familiar with project
______________________________________________________________________________ Contract amount Type of Work Date Completed
3. ______________________________________________________________________________ Name and Address of Owner
______________________________________________________________________________ Name and telephone number of person familiar with project
______________________________________________________________________________ Contract amount Type of Work Date Completed
BIDDER: ________________________
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4. ______________________________________________________________________________ Name and Address of Owner
______________________________________________________________________________ Name and telephone number of person familiar with project ______________________________________________________________________________
Contract amount Type of Work Date Completed
BIDDER: ________________________
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SECTION 3
NON-COLLUSION AFFIDAVIT
BIDDER: ________________________
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NON-COLLUSION AFFIDAVIT In accordance with Public Contract Code Section 7106, the undersigned, being first duly sworn, deposes and says that he or she holds the position listed below with the bidder, the party making the foregoing bid, that the bid is not made in the interest of, or on behalf of,
any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not
in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the
bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.
_______________________________ Signature
_______________________________ Typed or Printed Name _______________________________ Title
_______________________________ Bidder
Subscribed and sworn before me This ____ day of _______________________, 20____ (Seal)
_____________________________ Notary Public in and for the State of California
My Commission Expires: ______________
CONSTRUCTION CONTRACT
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
(COMPANY NAME)
1. PARTIES AND DATE
This Contract is made and entered into this ______ day of ______________, 20____
(Effective Date) by and between the City of Rosemead, a municipal corporation of the State
of California, located at 8838 E. Valley Blvd., Rosemead, California 91770, (“City”) and
COMPANY NAME with its principal place of business at COMPANY ADDRESS (hereinafter
referred to as “Contractor”). City and Contractor are sometimes individually referred to as
“Party” and collectively as “Parties” in this Contract.
2. RECITALS
2.1 Contractor
Contractor desires to perform and assume responsibility for the DELTA AVENUE
SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET
by the City on the terms and conditions set forth in this Contract. Contractor represents that
it is experienced in providing such work services to public clients, that it and its employees or
subcontractors have all necessary licenses and permits to perform the Services in the State
of California, and that is familiar with the plans of City.
2.2 Project
City desires to engage Contractor to render such services described herein as Project
(“Project”) as set forth in this Contract.
3. TERMS
3.1 Scope of Services and Term
3.1.1 General Scope of Services. Contractor promises and agrees to furnish
to the City all labor, materials, tools, equipment, services, and incidental and customary work
necessary to fully and adequately supply the professional construction services necessary
for the Project (“Services”). The Services are more particularly described in Exhibit “A”
attached hereto and incorporated herein by reference. All Services shall be subject to, and
Company Name
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performed in accordance with, this Contract, the exhibits attached hereto and incorporated
herein by reference, and all applicable local, state and federal laws, rules and regulations.
3.1.2 Term. The term of this Contract shall be from Effective Date shown
above to Month, Date and Year unless earlier terminated as provided herein. Contractor
shall complete the Services within the term of this Contract, and shall meet any other
established schedules and deadlines. The Parties may, by mutual, written consent, extend
the term of this Contract if necessary to complete the Services.
3.2 Responsibilities of Contractor.
3.2.1 Control and Payment of Subordinates; Independent Contractor. The
Services shall be performed by Contractor or under its supervision. Contractor will
determine the means, methods and details of performing the Services subject to the
requirements of this Contract. City retains Contractor on an independent contractor basis
and not as an employee. Contractor retains the right to perform similar or different services
for others during the term of this Contract. Any additional personnel performing the Services
under this Contract on behalf of Contractor shall also not be employees of City and shall at
all times be under Contractor’s exclusive direction and control. Contractor shall pay all
wages, salaries, and other amounts due such personnel in connection with their performance
of Services under this Contract and as required by law. Contractor shall be responsible for
all reports and obligations respecting such additional personnel, including, but not limited to:
social security taxes, income tax withholding, unemployment insurance, disability insurance,
and workers’ compensation insurance.
3.2.2 Schedule of Services: Contractor shall perform the Services
expeditiously, within the term of this Contract, and within the schedules timeline. Contractor
represents that it has the professional and technical personnel required to perform the
Services in conformance with such conditions. In order to facilitate Contractor’s
conformance with the Schedule, City shall respond to Contractor’s submittals in a timely
manner. Upon request of City, Contractor shall provide a more detailed schedule of
anticipated performance to meet the Schedule of Services.
3.2.3 Conformance to Applicable Requirements. All work prepared by
Contractor shall be subject to the approval of City.
3.2.4 City’s Representative. The City hereby designates the City Manager,
Ben Kim, or his designee, to act as its representative for the performance of this Contract
(“City’s Representative”). City’s Representative shall have the power to act on behalf of the
City for all purposes under this Contract. Contractor shall not accept direction or orders from
any person other than the City’s Representative or his or her designee.
3.2.5 Contractor’s Representative. Contractor hereby designates Project
Manager, or his designee, to act as its representative for the performance of this Contract
(“Contractor’s Representative”). Contractor’s Representative shall have full authority to
represent and act on behalf of the Contractor for all purposes under this Contract. The
Contractor’s Representative shall supervise and direct the Services, using his/her best skill
and attention, and shall be responsible for all means, methods, techniques, sequences and
Company Name
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procedures and for the satisfactory coordination of all portions of the Services under this
Contract.
3.2.6 Coordination of Services. Contractor agrees to work closely with City
staff in the performance of Services and shall be available to City’s staff, consultants and
other staff at all reasonable times.
3.2.7 Standard of Care; Performance of Employees. Contractor shall perform
all Services under this Contract in a skillful and competent manner, consistent with the
standards generally recognized as being employed by professionals in the same discipline in
the State of California. Contractor represents and maintains that it is skilled in the
professional calling necessary to perform the Services. Contractor warrants that all
employees and subcontractors shall have sufficient skill and experience to perform the
Services assigned to them. Finally, Contractor represents that it, its employees and
subcontractors have all licenses, permits, qualifications and approvals of whatever nature
that are legally required to perform the Services, including a City Business License if
applicable, and that such licenses and approvals shall be maintained throughout the term of
this Contract. As provided for in the indemnification provisions of this Contract, Contractor
shall perform, at its own cost and expense and without reimbursement from the City, any
services necessary to correct errors or omissions which are caused by the Contractor’s
failure to comply with the standard of care provided for herein. Any employee of the
Contractor or its sub-contractors who is determined by the City to be uncooperative,
incompetent, a threat to the adequate or timely completion of the Project, a threat to the
safety of persons or property, or any employee who fails or refuses to perform the Services
in a manner acceptable to the City, shall be promptly removed from the Project by the
Contractor and shall not be re-employed to perform any of the Services or to work on the
Project.
3.2.8 Laws and Regulations. Contractor shall keep itself fully informed of and
in compliance with all local, state aind federal laws, rules and regulations in any manner
affecting the performance of the Project or the Services, including all Cal/OSHA, AQMD
requirements, and shall give all notices required by law. Contractor shall be liable for all
violations of such laws and regulations in connection with Services. If the Contractor
performs any work knowing it to be contrary to such laws, rules and regulations and without
giving written notice to the City, Contractor shall be solely responsible for all costs arising
therefrom. Contractor shall defend, indemnify and hold City, its officials, directors, officers,
employees and agents free and harmless, pursuant to the indemnification provisions of this
Contract, from any claim or liability arising out of any failure or alleged failure to comply with
such laws, rules or regulations.
3.2.9 Insurance: Contractor shall maintain, prior to the beginning of and for
the duration of this Contract, insurance coverage as specified in Exhibit B attached to and
part of this Contract.
3.2.10 Safety. Contractor shall execute and maintain its work so as to avoid
injury or damage to any person or property. In carrying out its Services, the Contractor shall
at all times be in compliance with all applicable local, state and federal laws, rules and
regulations, and shall exercise all necessary precautions for the safety of employees
Company Name
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appropriate to the nature of the work and the conditions under which the work is to be
performed. Safety precautions as applicable shall include, but shall not be limited to: (A)
adequate life protection and life saving equipment and procedures; (B) instructions in
accident prevention for all employees and subcontractors, such as safe walkways, scaffolds,
fall protection ladders, bridges, gang planks, confined space procedures, trenching and
shoring, equipment and other safety devices, equipment and wearing apparel as are
necessary or lawfully required to prevent accidents or injuries; and (C) adequate facilities for
the proper inspection and maintenance of all safety measures.
3.2.11 Prevailing Wages. Contractor is aware of the requirements of California
Labor Code Section 1720, et seq., and 1770, et seq., as well as California Code of
Regulations, Title 8, Section 1600, et seq., (“Prevailing Wage Laws”), which require the
payment of prevailing wage rates and the performance of other requirements on “public
works” and “maintenance” projects. If the Services are being performed as part of an
applicable “public works” or “maintenance” project, as defined by the Prevailing Wage Laws,
and if the total compensation is $1,000 or more, Contractor agrees to fully comply with such
Prevailing Wage Laws. City shall provide Contractor with a copy of the prevailing rates of
per diem wages in effect at the commencement of this Contract. Contractor shall make
copies of the prevailing rates of per diem wages for each craft, classification or type of
worker needed to execute the Services available to interested parties upon request, and
shall post copies at the Contractor’s principal place of business and at the project site.
Contractor shall defend, indemnify and hold the City, its elected officials, officers, employees
and agents free and harmless from any claim or liability arising out of any failure or alleged
failure to comply with the Prevailing Wage Laws.
3.2.12 Bonds.
3.2.12.1 Performance Bond: If specifically requested by City,
Contractor shall execute and provide to City concurrently with this Contract a Performance
Bond in the amount of the total, not-to-exceed compensation indicated in this Contract, and
in a form provided or approved by the City. If such bond is required, no payment will be
made to Contractor until it has been received and approved by the City.
3.2.12.2 Payment Bond. If required by law or otherwise specifically
requested by City, Contractor shall execute and provide to City concurrently with this
Contract a Payment Bond in the amount of the total, not-to-exceed compensation indicated
in this Contract, and in a form provided or approved by the City. If such bond is required, no
payment will be made to Contractor until it has been received and approved by the City.
3.2.12.3 Bond Provisions. Should, in City’s sole opinion, any bond
become insufficient or any surety be found to be unsatisfactory, Contractor shall renew or
replace the affected bond within 10 days of receiving notice from City. In the event the
surety or Contractor intends to reduce or cancel any required bond, at least thirty (30) days
prior written notice shall be given to the City, and Contractor shall post acceptable
replacement bonds at least ten (10) days prior to expiration of the original bonds. No further
payments shall be deemed due or will be made under this Contract until any replacement
bonds required by this Section are accepted by the City. To the extent, if any, that the total
compensation is increased in accordance with the Contract, the Contractor shall, upon
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request of the City, cause the amount of the bonds to be increased accordingly and shall
promptly deliver satisfactory evidence of such increase to the City. To the extent available,
the bonds shall further provide that no change or alteration of the Contract (including, without
limitation, an increase in the total compensation, as referred to above), extensions of time, or
modifications of the time, terms, or conditions of payment to the Contractor, will release the
surety. If the Contractor fails to furnish any required bond, the City may terminate this
Contract for cause.
3.2.12.4 Surety Qualifications. Only bonds executed by an
admitted surety insurer, as defined in Code of Civil Procedure Section 995.120, shall be
accepted. The surety must be a California-admitted surety with a current A.M. Best’s rating
no less than A:VIII and satisfactory to the City. If a California-admitted surety insurer issuing
bonds does not meet these requirements, the insurer will be considered qualified if it is in
conformance with Section 995.660 of the California Code of Civil Procedure, and proof of
such is provided to the City.
3.3 Fees and Payments.
3.3.1 Compensation. The total compensation shall not exceed Dollar Amount
in Word Format Dollars (Numerical) without advance written approval of City’s project
manager. Extra Work may be authorized, as described below, and if authorized, will be
compensated at the rates and manner set forth in this Contract.
3.3.2 Payment of Compensation. Contractor shall submit to City a monthly
itemized statement that indicates work completed and hours of Services rendered by
Contractor. The statement shall describe the amount of Services and supplies provided
since the initial commencement date, or since the start of the subsequent billing periods, as
appropriate, through the date of the statement. City shall, within 45 days after receiving
such statement, review the statement and pay all approved charges. The payments will be
subject to a 5% retention amount, which would be released and paid after all work under the
Contract has been satisfactorily completed, and 35 days after a Notice of Completion is filed
with the County of Los Angeles.
3.3.3 Reimbursement for Expenses. Contractor shall not be reimbursed for
any expenses unless authorized in writing by City.
3.3.4 Extra Work. At any time during the term of this Contract, City may
request that Contractor perform Extra Work. As used herein, “Extra Work” means any work
that is determined by City to be necessary for the proper completion of the Project, but which
the parties did not reasonably anticipate would be necessary at the execution of this
Contract. Contractor shall not perform, nor be compensated for, Extra Work without written
authorization from City’s Representative.
3.4 Accounting Records.
3.4.1 Maintenance and Inspection. Contractor shall maintain complete and
accurate records with respect to all costs and expenses incurred under this Contract. All
such records shall be clearly identifiable. Contractor shall allow a representative of City
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during normal business hours to examine, audit, and make transcripts or copies of such
records and any other documents created pursuant to this Contract. Contractor shall allow
inspection of all work, data, documents, proceedings, and activities related to the Contract
for a period of three (3) years from the date of final payment under this Contract.
3.5 General Provisions.
3.5.1 Termination of Contract.
3.5.1.1 Grounds for Termination. City may, by written notice to
Contractor, terminate the whole or any part of this Contract at any time and without cause by
giving written notice to Contractor of such termination, and specifying the effective date
thereof, at least seven (7) days before the effective date of such termination. Upon
termination, Contractor shall be compensated only for those services that have been
adequately rendered to City, and Contractor shall be entitled to no further compensation.
Contractor may not terminate this Contract except for cause.
3.5.1.2 Effect of Termination. If this Contract is terminated as
provided herein, City may require Contractor to provide all finished or unfinished Documents
and Data and other information of any kind prepared by Contractor in connection with the
performance of Services under this Contract. Contractor shall be required to provide such
document and other information within fifteen (15) days of the request.
3.5.1.3 Additional Services. In the event this Contract is
terminated in whole or in part as provided herein, City may procure, upon such terms and in
such manner as it may determine appropriate, services similar to those terminated.
3.5.2 Delivery of Notices. All notices permitted or required under this Contract
shall be given to the respective parties at the following address, or at such other address as
the respective parties may provide in writing for this purpose:
CONTRACTOR:
Company Name
Address
City, State, Zip Code
Attn: Project Manager’s Name
Tel: (000) 000-0000
CITY:
City of Rosemead
8838 E. Valley Boulevard
Rosemead, CA 91770
Attn: Ben Kim, City Manager
Such notice shall be deemed made when personally delivered or when mailed, forty-eight
(48) hours after deposit in the U.S. Mail, first class postage prepaid and addressed to the
party at its applicable address. Actual notice shall be deemed adequate notice on the date
actual notice occurred, regardless of the method of service.
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3.5.3 Cooperation; Further Acts. The Parties shall fully cooperate with one
another, and shall take any additional acts or sign any additional documents as may be
necessary, appropriate or convenient to attain the purposes of this Contract.
3.5.4 Attorney’s Fees. If either party commences an action against the other
party, either legal, administrative or otherwise, arising out of or in connection with this
Contract, the prevailing party in such litigation shall be entitled to have and recover from the
losing party reasonable attorney’s fees and all other costs of such action.
3.5.5 Indemnification. Contractor shall defend, indemnify and hold the City, its
officials, officers, employees, volunteers and agents free and harmless from any and all
claims, demands, causes of action, costs, expenses, liability, loss, damage or injury, in law
or equity, to property or persons, including wrongful death, in any manner arising out of or
incident to any alleged acts, omissions or willful misconduct of Contractor, its officials,
officers, employees, agents, consultants and contractors arising out of or in connection with
the performance of the Services, the Project or this Contract, including without limitation the
payment of all consequential damages and attorneys fees and other related costs and
expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, any and all
such aforesaid suits, actions or other legal proceedings of every kind that may be brought or
instituted against City, its directors, officials, officers, employees, agents or volunteers.
Contractor shall pay and satisfy any judgment, award or decree that may be rendered
against City or its directors, officials, officers, employees, agents or volunteers, in any such
suit, action or other legal proceeding. Contractor shall reimburse City and its directors,
officials, officers, employees, agents and/or volunteers, for any and all legal expenses and
costs incurred by each of them in connection therewith or in enforcing the indemnity herein
provided. Contractor’s obligation to indemnify shall not be restricted to insurance proceeds,
if any, received by the City, its directors, officials, officers, employees, agents or volunteers.
3.5.6 Entire Contract. This Contract contains the entire Contract of the parties
with respect to the subject matter hereof, and supersedes all prior negotiations and
understandings. This Contract may only be modified by a writing signed by both parties.
3.5.7 Governing Law. This Contract shall be governed by the laws of the
State of California. Venue shall be in Los Angeles County.
3.5.8 Time of Essence. Time is of the essence for each and every provision
of this Contract.
3.5.9 City’s Right to Employ Other Contractors. City reserves right to employ
other contractors in connection with this Project.
3.5.10 Successors and Assigns. This Contract shall be binding on the
successors and assigns of the parties.
3.5.11 Assignment or Transfer. Contractor shall not assign, hypothecate, or
transfer, either directly or by operation of law, this Contract or any interest herein without the
prior written consent of the City. Any attempt to do so shall be null and void, and any
assignees, hypothecates or transferees shall acquire no right or interest by reason of such
Company Name
Page 8 of 11
attempted assignment, hypothecation or transfer.
3.5.12 Construction; References; Captions. Since the Parties or their agents
have participated fully in the preparation of this Contract, the language of this Contract shall
be construed simply, according to its fair meaning, and not strictly for or against any Party.
Any term referencing time, days or period for performance shall be deemed calendar days
and not workdays. All references to Contractor include all personnel, employees, agents,
and subcontractors of Contractor, except as otherwise specified in this Contract. All
references to City include its elected officials, officers, employees, agents, and volunteers
except as otherwise specified in this Contract. The captions of the various articles and
paragraphs are for convenience and ease of reference only, and do not define, limit,
augment, or describe the scope, content, or intent of this Contract.
3.5.13 Amendment; Modification. No supplement, modification, or amendment
of this Contract shall be binding unless executed in writing and signed by both Parties.
3.5.14 Waiver. No waiver of any default shall constitute a waiver of any other
default or breach, whether of the same or other covenant or condition. No waiver, benefit,
privilege, or service voluntarily given or performed by a Party shall give the other Party any
contractual rights by custom, estoppels, or otherwise.
3.5.15 No Third Party Beneficiaries. There are no intended third party
beneficiaries of any right or obligation assumed by the Parties.
3.5.16 Invalidity; Severability. If any portion of this Contract is declared invalid,
illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining
provisions shall continue in full force and effect.
3.5.17 Prohibited Interests. Contractor maintains and warrants that it has not
employed nor retained any company or person, other than a bona fide employee working
solely for Contractor, to solicit or secure this Contract. Further, Contractor warrants that it
has not paid nor has it agreed to pay any company or person, other than a bona fide
employee working solely for Contractor, any fee, commission, percentage, brokerage fee, gift
or other consideration contingent upon or resulting from the award or making of this
Contract. For breach or violation of this warranty, City shall have the right to rescind this
Contract without liability. For the term of this Contract, no member, officer or employee of
City, during the term of his or her service with City, shall have any direct interest in this
Contract, or obtain any present or anticipated material benefit arising therefrom.
3.5.18 Equal Opportunity Employment. Contractor represents that it is an
equal opportunity employer and it shall not discriminate against any subcontractor, employee
or applicant for employment because of race, religion, color, national origin, handicap,
ancestry, sex or age. Such non-discrimination shall include, but not be limited to, all
activities related to initial employment, upgrading, demotion, transfer, recruitment or
recruitment advertising, layoff or termination. Contractor shall also comply with all relevant
provisions of City’s Minority Business Enterprise program, Affirmative Action Plan or other
related programs or guidelines currently in effect or hereinafter enacted.
3.5.19 Labor Certification. By its signature hereunder, Contractor certifies that
Company Name
Page 9 of 11
it is aware of the provisions of Section 3700 of the California Labor Code that require every
employer to be insured against liability for Worker’s Compensation or to undertake self-
insurance in accordance with the provisions of that Code, and agrees to comply with such
provisions before commencing the performance of the Services.
3.5.20 Authority to Enter Contract. Contractor has all requisite power and
authority to conduct its business and to execute, deliver, and perform the Contract. Each
Party warrants that the individuals who have signed this Contract have the legal power, right,
and authority to make this Contract and bind each respective Party.
3.5.21 Counterparts. This Contract may be signed in counterparts, each of
which shall constitute an original.
3.6 Subcontracting.
3.6.1 Prior Approval Required. Contractor shall not subcontract any portion of
the work required by this Contract, except as expressly stated herein, without prior written
approval of City. Subcontracts, if any, shall contain a provision making them subject to all
provisions stipulated in this Contract.
[SIGNATURES ON NEXT PAGE]
Company Name
Page 10 of 11
CITY OF ROSEMEAD COMPANY NAME
________________________ _______ By:____________________ ________
Ben Kim, City Manager Date Signature Date
Name:
Print
Attest:
Title:
________________________ _______
Ericka Hernandez, City Clerk Date
[If Corporation, TWO SIGNATURES, President OR
Vice President AND Secretary, AND CORPORATE
SEAL OF CONTRACTOR REQUIRED]
Approved as to Form:
By: _
________________________ _______
Rachel Richman, City Clerk Date Name:___________________________
Title:
Company Name
EXHIBIT A
SCOPE OF CONTRACT SERVICES
SEE ATTACHED BID SCHEDULE/PROPOSAL
Company Name
EXHIBIT B
INSURANCE REQUIREMENTS
Prior to the beginning of and throughout the duration of the Work, Contractor will maintain
insurance in conformance with the requirements set forth below. Contractor will use existing
coverage to comply with these requirements. If that existing coverage does not meet the
requirements set forth here, Contractor agrees to amend, supplement or endorse the
existing coverage to do so. Contractor acknowledges that the insurance coverage and
policy limits set forth in this section constitute the minimum amount of coverage required.
Any insurance proceeds available to City in excess of the limits and coverage required in
this Contract and which is applicable to a given loss, will be available to City.
Contractor shall provide the following types and amounts of insurance:
Commercial General Liability Insurance. Contractor shall maintain commercial general
liability insurance with coverage at least as broad as Insurance Services Office form CG 00
01, in an amount not less than $1,000,000 per occurrence, $2,000,000 general aggregate,
for bodily injury, personal injury, and property damage, and a $2,000,000 completed
operations aggregate. The policy must include contractual liability that has not been
amended. Any endorsement restricting standard ISO “insured contract” language will not
be accepted.
Automobile liability insurance. Contractor shall maintain automobile insurance at least
as broad as Insurance Services Office form CA 00 01 covering bodily injury and
property damage for all activities of the Contractor arising out of or in connection with
Work to be performed under this Agreement, including coverage for any owned, hired,
non-owned or rented vehicles, in an amount not less than $1,000,000 combined single
limit for each accident.
Workers’ compensation insurance. Contractor shall maintain Workers’ Compensation
Insurance (Statutory Limits) and Employer’s Liability Insurance (with limits of at least
$1,000,000) for Contractor ’s employees in accordance with the laws of the State of
California, Section 3700 of the Labor Code In addition, Contractor shall require each
subcontractor to similarly maintain Workers’ Compensation Insurance and Employer’s
Liability Insurance in accordance with the laws of the State of California, Section 3700 for
all of the subcontractor’s employees.
Excess or Umbrella Liability Insurance. (Over Primary) Contractor shall obtain and maintain
an umbrella or excess liability insurance policy that will provide bodily injury, personal injury
and property damage liability coverage at least as broad as the primary coverages set forth
above, including commercial general liability, automobile liability, and employer’s liability.
Such policy or policies shall include the following terms and conditions: Contractor shall
obtain and maintain an umbrella or excess liability insurance policy that will provide bodily
injury, personal injury and property damage liability coverage at least as broad as the
primary coverages set forth above, including commercial general liability, automobile
liability, and employer’s liability. Such policy or policies shall include the following terms and
conditions:
Company Name
• A drop down feature requiring the policy to respond in the event that any
primary insurance that would otherwise have applied proves to be uncollectable in
whole or in part for any reason;
• Pay on behalf of wording as opposed to reimbursement;
• Concurrency of effective dates with primary policies; and
• Policies shall “follow form” to the underlying primary policies.
• Insureds under primary policies shall also be insureds under the umbrella or
excess policies.
Builder’s risk insurance. Upon commencement of construction and with approval of Agency,
Contractor shall obtain and maintain builder’s risk insurance for the entire duration of the
Project until only the Agency has an insurable interest. The Builder’s Risk coverage shall
include the coverages as specified below.
The named insureds shall be Contractor and Agency, including its officers, officials,
employees, and agents. All Subcontractors (excluding those solely responsible for design
Work) of any tier and suppliers shall be included as additional insureds as their interests
may appear. Contractor shall not be required to maintain property insurance for any portion
of the Project following transfer of control thereof to Agency. The policy shall contain a
provision that all proceeds from the builder’s risk policy shall be made payable to the
Agency. The Agency will act as a fiduciary for all other interests in the Project.
Policy shall be provided for replacement value on an "all risk" basis for the completed value
of the project. There shall be no coinsurance penalty or provisional limit provision in any
such policy. Policy must include: (1) coverage for any ensuing loss from faulty
workmanship, Nonconforming Work, omission or deficiency in design or specifications; (2)
coverage against machinery accidents and operational testing; (3) coverage for removal of
debris, and insuring the buildings, structures, machinery, equipment, materials, facilities,
fixtures and all other properties constituting a part of the Project; (4) Ordinance or law
coverage for contingent rebuilding, demolition, and increased costs of construction; (5)
transit coverage (unless insured by the supplier or receiving contractor), with sub-limits
sufficient to insure the full replacement value of any key equipment item; (6) Ocean marine
cargo coverage insuring any Project materials or supplies, if applicable; (7) coverage with
sub-limits sufficient to insure the full replacement value of any property or equipment stored
either on or off the Site or any staging area. Such insurance shall be on a form acceptable
to Agency to ensure adequacy of terms and sublimits and shall be submitted to the Agency
prior to commencement of construction.
Insurance procured pursuant to these requirements shall be written by insurers that are
admitted carriers in the state of California and with an A.M. Bests rating of A- or better and
a minimum financial size VII.
General conditions pertaining to provision of insurance coverage by Contractor.
Contractor and City agree to the following with respect to insurance provided by
Contractor:
1. Contractor agrees to have its insurer endorse the third party General liability policies
shall provide or be endorsed to provide that Agency and its officers, officials,
employees, agents, and volunteers shall be additional insurer under such policies
Company Name
using standard ISO endorsement No. CG 2010. . Contractor also agrees to require
all contractors, and subcontractors to do likewise.
2. No liability insurance coverage provided to comply with this Contract shall prohibit
Contractor, or Contractor’s employees, or agents, from waiving the right of
subrogation prior to a loss. Contractor agrees to waive subrogation rights against
City regardless of the applicability of any insurance proceeds, and to require all
contractors and subcontractors to do likewise.
3. All insurance coverage and limits provided by Contractor and available or applicable
to this Contract are intended to apply to the full extent of the policies. Nothing
contained in this Contract or any other Contract relating to the City or its operations
limits the application of such insurance coverage.
4. None of the coverage required herein will be in compliance with these requirements
if they include any limiting endorsement of any kind that has not been first submitted
to City and approved of in writing.
5. No liability policy shall contain any provision or definition that would serve to
eliminate so-called “third party action over” claims, including any exclusion for bodily
injury to an employee of the insured or of any contractor or subcontractor.
6. All coverage types and limits required are subject to approval, modification and
additional requirements by the City, as the need arises. Contractor shall not make
any reductions in scope of coverage (e.g. elimination of contractual liability or
reduction of discovery period) that may affect City’s protection without City’s prior
written consent.
7. Proof of compliance with these insurance requirements, consisting of certificates of
insurance evidencing all of the coverage required and an additional insured
endorsement to Contractor’s general liability policy, shall be delivered to City at or
prior to the execution of this Contract. In the event such proof of any insurance is
not delivered as required, or in the event such insurance is canceled at any time and
no replacement coverage is provided, City has the right, but not the duty, to obtain
any insurance it deems necessary to protect its interests under this or any other
Contract and to pay the premium. Any premium so paid by City shall be charged to
and promptly paid by Contractor or deducted from sums due Contractor, at City
option.
8. Certificate(s) are to reflect that the insurer will provide 30 days notice to City of any
cancellation of coverage. Contractor agrees to require its insurer to modify such
certificates to delete any exculpatory wording stating that failure of the insurer to
mail written notice of cancellation imposes no obligation, or that any party will
“endeavor” (as opposed to being required) to comply with the requirements of the
certificate.
Company Name
9. It is acknowledged by the parties of this Contract that all insurance coverage
required to be provided by Contractor or any subcontractor, is intended to apply first
and on a primary, noncontributing basis in relation to any other insurance or self
insurance available to City.
10. Contractor agrees to ensure that subcontractors, and any other party involved with
the project who is brought onto or involved in the project by Contractor, provide the
same minimum insurance coverage required of Contractor. Contractor agrees to
monitor and review all such coverage and assumes all responsibility for ensuring
that such coverage is provided in conformity with the requirements of this section.
Contractor agrees that upon request, all Contracts with subcontractors and others
engaged in the project will be submitted to City for review.
11. Contractor agrees not to self-insure or to use any self-insured retentions or
deductibles on any portion of the insurance required herein and further agrees that it
will not allow any contractor, subcontractor, Architect, Engineer or other entity or
person in any way involved in the performance of work on the project contemplated
by this Contract to self-insure its obligations to City. If Contractor’s existing
coverage includes a deductible or self-insured retention, the deductible or self-
insured retention must be declared to the City. At that time the City shall review
options with the Contractor, which may include reduction or elimination of the
deductible or self-insured retention, substitution of other coverage, or other
solutions.
12. The City reserves the right at any time during the term of the contract to change the
amounts and types of insurance required by giving the Contractor ninety (90) days
advance written notice of such change. If such change results in substantial
additional cost to the Contractor, the City will negotiate additional compensation
proportional to the increased benefit to City.
13. For purposes of applying insurance coverage only, this Contract will be deemed to
have been executed immediately upon any party hereto taking any steps that can be
deemed to be in furtherance of or towards performance of this Contract.
14. Contractor acknowledges and agrees that any actual or alleged failure on the part of
City to inform Contractor of non-compliance with any insurance requirement in no
way imposes any additional obligations on City nor does it waive any rights
hereunder in this or any other regard.
15. Contractor will renew the required coverage annually as long as City, or its
employees or agents face an exposure from operations of any type pursuant to this
Contract. This obligation applies whether or not the Contract is canceled or
terminated for any reason. Termination of this obligation is not effective until City
executes a written statement to that effect.
16. Contractor shall provide proof that policies of insurance required herein expiring
during the term of this Contract have been renewed or replaced with other policies
providing at least the same coverage. Proof that such coverage has been ordered
Company Name
shall be submitted prior to expiration. A coverage binder or letter from Contractor’s
insurance agent to this effect is acceptable. A certificate of insurance and/or
additional insured endorsement as required in these specifications applicable to the
renewing or new coverage must be provided to City within five days of the expiration
of the coverage.
17. The provisions of any workers’ compensation or similar act will not limit the
obligations of Contractor under this Contract. Contractor expressly agrees not to
use any statutory immunity defenses under such laws with respect to City, its
employees, officials and agents.
18. Requirements of specific coverage features or limits contained in this section are not
intended as limitations on coverage, limits or other requirements nor as a waiver of
any coverage normally provided by any given policy. Specific reference to a given
coverage feature is for purposes of clarification only as it pertains to a given issue,
and is not intended by any party or insured to be limiting or all-inclusive.
19. These insurance requirements are intended to be separate and distinct from any
other provision in this Contract and are intended by the parties here to be
interpreted as such.
20. The requirements in this Section supersede all other sections and provisions of this
Contract to the extent that any other section or provision conflicts with or impairs the
provisions of this Section.
21. Contractor agrees to be responsible for ensuring that no contract used by any party
involved in any way with the project reserves the right to charge City or Contractor
for the cost of additional insurance coverage required by this Contract. Any such
provisions are to be deleted with reference to City. It is not the intent of City to
reimburse any third party for the cost of complying with these requirements. There
shall be no recourse against City for payment of premiums or other amounts with
respect thereto.
Contractor agrees to provide immediate notice to City of any claim or loss against
Contractor arising out of the work performed under this Contract. City assumes no
obligation or liability by such notice, but has the right (but not the duty) to monitor the
handling of any such claim or claims if they are likely to involve City.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
PERFORMANCE BOND
PERFORMANCE BOND - 1
PERFORMANCE BOND
WHEREAS the CITY OF ROSEMEAD (also herein "Obligee") has awarded to
__________________________________________________________ (hereinafter "Contractor"),
a contract for work consisting of but not limited to, furnishing all labor, materials, tools, equipment,
services, and incidentals for the DELTA AVENUE SR2S SIDEWALK GAP CLOSURE
PROJECT FROM MISSION DR TO WELLS STREET and all other required structures and
facilities within the rights-of-way, easements and permits;
WHEREAS, the Work to be performed by the Contractor is more particularly set
forth in that certain contract for the said Public Work dated ___________________ (hereinafter the
"Public Work Contract"); and
WHEREAS, the Contractor is required by said Public Work Contract to perform the
terms thereof and to provide a bond both for the performance and guaranty thereof,
NOW, THEREFORE, we _________________________________
_______________________________________, the undersigned Contractor, as Principal, and
___________________________________________________, a corporation organized and
existing under the laws of the State of ______________________, and duly authorized to transact
business under the laws of the State of California, as Surety, are held and firmly bound unto the
CITY OF ROSEMEAD in the sum of
_________________________________________________________ dollars,
($____________________________), said sum being not less than 100% of the total amount
payable by the said Obligee under the terms of the said Public Work Contract, for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and
assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, his or its
heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and
well and truly keep and perform the covenants, conditions and agreements in the said Public Work
Contract and any alteration thereof made as therein provided, on his or their part, to be kept and
performed at the time and in the manner therein specified, and in all respects according to their intent
and meaning; and shall faithfully fulfill the one-year guarantee of all materials and workmanship;
and indemnify and save harmless the Obligee, its officers and agents, as stipulated in the said Public
Work Contract, then this obligation shall become null and void; otherwise it shall be and remain in
full force and effect. In the event legal action is required to enforce the provisions of this agreement,
the prevailing party shall be entitled to recover reasonable attorneys' fees in addition to court costs,
necessary disbursements, and other damages.
In case legal action is required to enforce the provisions of this bond, the prevailing
party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary
disbursements and other consequential damages.
The said Surety, for value received, hereby stipulates and agrees that no change,
extensions of time, alteration or addition to the terms of the Public Work Contract or to the Work to
be performed thereunder, or the specifications accompanying the same shall in any way affect its
PERFORMANCE BOND - 2
obligations on this bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Contract, or to the Work or to Specifications.
IN WITNESS WHEREOF, we have hereto set our hands and seals this ____ day on
_____________________, 20____.
________________________________
Principal/Contractor
By: ___________________________
President
________________________________
Surety
By: ___________________________
Attorney-in-Fact
The rate of premium on this bond is ___________ per thousand.
The total amount of premium charged, $_____________.
(The above must be filled in by corporate surety.)
PERFORMANCE BOND - 3
STATE OF CALIFORNIA )
) ss.
COUNTY OF ____________ )
On this ____ day of _________________, in the year _________, before me,
________________________________________, a Notary Public in and for said state, personally
appeared __________________________________________, known to me (or proved to be on the
basis of satisfactory evidence) to be the person whose name is subscribed to the within instrument as
the Attorney-in-Fact of the ____________________________________ (surety) and acknowledged
to me that he subscribed the name of the _________________________________________ (surety)
thereto and his own name as Attorney-in-Fact.
___________________________________
Notary Public in and for said State
(SEAL)
My Commission expires _______________.
PERFORMANCE BOND - 4
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, __________________________________________, certify that I am the
_____________________________________________ Secretary of the corporation named as
principal to the within bond; that ___________________________________________ who signed
the said bond on behalf of the principal was then _______________________________________ of
said corporation; that I know his signature, and his signature thereto is genuine; and that said bond
was duly signed, sealed and attested for and in behalf of said corporation by authority of its
governing Board.
(Corporate Seal) __________________________________
Signature
______________________
Date
NOTE: A copy of the power of attorney to local representatives of the bonding company may be
attached hereto.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
PAYMENT BOND
PAYMENT BOND - 1
PAYMENT (MATERIAL & LABOR) BOND
WHEREAS the CITY OF ROSEMEAD (hereinafter "Obligee") has awarded to
____________________________________________________(hereinafter "Contractor"), a
contract for work consisting of but not limited to, furnishing all labor, materials, tools, equipment,
services, and incidentals for the DELTA AVENUE SR2S SIDEWALK GAP CLOSURE
PROJECT FROM MISSION DR TO WELLS STREET and all other required structures and
facilities within the rights-of-way, easements and permits;
WHEREAS, the Work to be performed by the Contractor is more particularly set
forth in that certain contract for the said Public Work dated _________________________,
(hereinafter the "Public Work Contract"); and
WHEREAS, said Contractor is required to furnish a bond in connection with said
Public Work Contract providing that if said Contractor or any of his or its subcontractors shall fail to
pay for any materials, provisions, or other supplies, or terms used in, upon, for or about the
performance of the Work contracted to be done, or for any work or labor done thereon of any kind,
or for amounts due under the provisions of 3248 of the California Civil Code, with respect to such
work or labor, that the Surety on this bond will pay the same together with a reasonable attorney's
fee in case suit is brought on the bond.
NOW, THEREFORE, we _________________________________________
_______________________________________, the undersigned Contractor, as Principal and
__________________________________________________, a corporation organized and existing
under the laws of the State of ___________________________ and duly authorized to transact
business under the laws of the State of California, as Surety, are held and firmly bound unto the
CITY OF ROSEMEAD and to any and all material men, persons, companies or corporations
furnishing materials, provisions, and other supplies used in, upon, for or about the performance of
the said Public Work, and all persons, companies or corporations renting or hiring teams, or
implements or machinery, for or contributing to said Public Work to be done, and all persons
performing work or labor upon the same and all persons supplying both work and materials as
aforesaid excepting the said Contractor, the sum of ____________________________________
dollars, ($________________), said sum being not less than 100% of the total amount payable by
said Obligee under the terms of the said Public Work Contract, for which payment well and truly to
be made, we bind ourselves, our heirs, executors and administrators, successors and assigns jointly
and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the Principal, his or its
subcontractors, heirs, executors, administrators, successors, or assigns, shall fail to pay for any
materials, provisions, or other supplies or machinery used in, upon, for or about the performance of
the Work contracted to be done, or for work or labor thereon of any kind, or fail to pay any of the
persons named in California Civil Code Section 3181, or amounts due under the Unemployment
Insurance Code with respect to work or labor performed by any such claimant, or for any amounts
required to be deducted, withheld, and paid over to the Employment Development Department from
the wages of employees of the contractor and his subcontractors pursuant to Section 13020 of the
Unemployment Insurance Code with respect to such work and labor, and all other applicable laws of
PAYMENT BOND - 2
the State of California and rules and regulations of its agencies, then said Surety will pay the same in
or to an amount not exceeding the sum specified herein.
In case legal action is required to enforce the provisions of this bond, the prevailing
party shall be entitled to recover reasonable attorneys' fees in addition to court costs, necessary
disbursements and other consequential damages. In addition to the provisions hereinabove, it is
agreed that this bond will inure to the benefit of any and all persons, companies and corporations
entitled to make claims under Sections 3110, 3111, 3112 and 3181 of the California Civil Code, so
as to give a right of action to them or their assigns in any suit brought upon this bond.
The said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alteration or additions to the terms of the said Public Work Contract or to the
Work to be performed thereunder or the specification accompanying the same shall in any way affect
its obligations on this bond, and it does hereby waive notice of any such change, extension of time,
alteration or addition to the terms of the Contract or to the Work or to the Specifications.
IN WITNESS WHEREOF, we have hereto set our hands and seals this ____ day on
_____________________, 20____.
________________________________
Principal/Contractor
By: ___________________________
President
________________________________
Surety
By: ___________________________
Attorney-in-Fact
PAYMENT BOND - 3
STATE OF CALIFORNIA )
)
COUNTY OF ____________ ) ss.
On this ____ day of _________________________, in the year ________, before me,
____________________________________________, a Notary Public in and for said state,
personally appeared ___________________________________________, known to me (or proved
to be on the basis of satisfactory evidence) to be the person whose name is subscribed to the within
instrument as the Attorney-in-Fact of the _______________________________________ (surety)
and acknowledged to me that he subscribed the name of the ______________________________
(surety) thereto and his own name as Attorney-in-Fact.
___________________________________
Notary Public in and for said State
(SEAL)
My Commission Expires _____________
PAYMENT BOND - 4
CERTIFICATE AS TO CORPORATE PRINCIPAL
I, _____________________________, certify that I am the ________________
Secretary of the corporation named as principal in the attached bond, that
_____________________________________ who signed the said bond on behalf of the principal
was then ____________________________________ of said corporation; that I know his signature,
and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for and
in behalf of said corporation by authority of its governing Board.
(Corporate Seal) _________________________________
Signature
_____________________
Date
NOTE: A copy of the power of attorney to local representatives of the bonding company may be
attached hereto.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
PART "A"
GENERAL PROVISIONS
GENERAL PROVISIONS - 1
Standard Specifications. The Work hereunder shall be done in accordance with the Standard
Specifications for Public Works Construction (“Greenbook”), 2021 Edition, including all current
supplements, addenda, and revisions thereof (hereinafter referred to as "Standard Specifications"),
these General Conditions and the Specifications and Drawings identified in the Contract Documents.
The Standard Specifications are referred to and by this reference made a part hereof as though set
forth at length. In the case of conflict between the Standard Specifications and these General
Conditions, these General Conditions shall take precedence over, and shall be used in lieu of, such
conflicting provisions. The section headings in these General Conditions correspond to the section
headings of the Standard Specifications. In the event a section heading contained in the Standard
Specifications is not referenced in these General Conditions that section shall read exactly as stated
in the Standard Specifications.
Supplemental Reference Specifications. Insofar as references may be made in these Special
Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced
portions of the technical provisions Caltrans Standard Specifications, 2018 edition, only of said
reference specifications, provided, that wherever the term “Standard Specifications” is used without
the prefix “Caltrans”, it shall mean the Standard Specifications for Public Works Construction
(“Green Book”), 2021 Edition, as previously specified in the above paragraph.
GENERAL PROVISIONS - 2
PART 1 - GENERAL PROVISIONS
SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
1-2 DEFINITIONS
Wherever in the Standard Specifications or other Contract Documents the following terms
are used, they shall mean the following:
Agency - The CITY OF ROSEMEAD
Bid Guaranty - As defined in the Standard Specifications. Also referred to as the “Bid
Security” in the Contract Documents.
Bid Security - The Bid Guaranty, as defined herein.
Board - The City Council of the CITY OF ROSEMEAD.
City - The CITY OF ROSEMEAD
City’s Representative - The Engineer, as defined herein.
Contract - The written agreement (Contract form) between the City and the Contractor for
the complete and adequate completion of the Work for the Project. The Contract consists of
the Contract Documents. The documents comprising the Contract are complementary, and
each obligation of the Contractor, Subcontractors and material or equipment suppliers in any
one document shall be binding as if specified in all. The Contract is intended to include all
items required for the proper execution and completion of the Work.
Contract Documents - In addition to the documents noted in the definition of Contract
Documents in the Standard Specifications, all documents incorporated by reference into the
Contract form.
Contract Price - The amount stated in the Contract form, including authorized adjustments
pursuant to Change Orders, which is the total amount payable by the City to the Contractor
for performance of the Work under the Contract. It is also sometimes referred to as the
“Total Bid Price” in the Contract Documents.
Contractor’s Representative – Contractor’s executive representative who shall be present
on the Project Site at all times that any Work is in progress and who shall have the authority
to act on behalf of the Contractor for all purposes under the
Contract. The Contractor shall designate such representative in writing to the City. The
Contractor’s Representative shall be available to the City and its agent’s at all reasonable
times.
GENERAL PROVISIONS - 3
Engineer - The Director of Public Works of the CITY OF ROSEMEAD, acting either
directly or through properly authorized agents, such as agents acting within the scope of the
particular duties entrusted to them. Also sometimes referred to as the “City’s
Representative” in the Contract Documents.
Liquidated Damages - the amount prescribed in the Contract form, pursuant to the authority
of Government Code Section 53069.85, to be paid to the City or to be deducted from any
payments due, or to become due, the Contractor for each day’s delay in completing the
whole or any specified portion of the Work beyond the time allowed in the Contract
Documents.
Notice to Contractors - Notice Inviting Bids.
Project - The total and satisfactory completion of the project noted in the Contract
Documents, as well as all related work performed in accordance with the Contract, including
but not limited to, any alternates selected by the City.
Project Site - All of the property and/or facilities of the City where the Work will be
performed pursuant to the Contract, as well as such adjacent lands as may be directly
affected by the performance of the Work.
Recyclable Waste Materials - Materials removed from the Project site which is required to
be diverted to a recycling center rather than an area landfill. Recyclable Waste Materials
include asphalt, concrete, brick, concrete block, and rock.
Special Provisions - Any provisions which supplement or modify the Standard
Specifications, including these General Conditions (Part “A”), the Supplementary General
Conditions (Part “B”) and the Technical Provisions (Part “C”).
Total Bid Price - The amount stated in the Contract form, including authorized adjustments
pursuant to Change Orders, which is the total amount payable by the City to the Contractor
for performance of the Work under the Contract. Also sometimes referred to as the
“Contract Price” in the Standard Specifications and other Contract Documents.
- END OF SECTION -
GENERAL PROVISIONS - 4
SECTION 2 SCOPE AND CONTROL OF WORK
The project consists of furnishing and installation of 25 each concrete street light poles and
foundations, anchor bolts, LED light fixtures and all related appurtenances as indicated on the
construction plans, including other incidental and appurtenant work necessary for the proper
completion of the project as indicated in the appendix and other related work as described in the
plans and specifications.
2-3 SUBCONTRACTS
2-3.3 Subcontractor Obligations. Section 2-3.3 of the Standard Specifications shall be
amended to include the following provisions:
“By appropriate written agreement, Contractor shall require each Subcontractor to be bound
by all obligations of this Contract. Each subcontract agreement shall preserve and protect the rights
of the City. Should any subcontractor fail to perform the Work undertaken by him to the satisfaction
of the City, said subcontractor shall be removed immediately from the Project upon request by the
City’s Representative and shall not again be employed on the Work. The Contractor shall be held
liable for the all deficient Subcontractor Work.”
2-4 CONTRACT BONDS
The following shall be added at the end of Section 2-4 of the Standard Specifications:
“The Contractor shall ensure that its Bonding Company is familiar with all of the terms and
conditions of the contract Documents, and shall obtain a written acknowledgment by the Bonding
Company that said Bonding Company thereby waives the right of special notification of any changes
or modifications of the Contract, or of extensions of time, or of decreased or increased Work, or of
cancellation of the Contract, or of any other act or acts by the Owner or any of its authorized
representatives. If the Contract Price is increased in accordance with the Contract, the Contractor
shall, upon request of the City, cause the amount of the bonds to be increased accordingly and
promptly deliver satisfactory evidence of such increase to the City.”
“Pursuant to Public Contract Code Section 4108, Contractor shall require all Subcontractors
providing labor and materials in excess of the amount indicated in the Notice Inviting Bids to supply
Payment and Performance Bonds in accordance with the same bond requirements applicable to the
Contractor, except that the bond amounts shall equal the total amount of their subcontract. The
Contractor shall specify this requirement for Subcontractor bonds in his written or published request
for Subcontractor bids. Failure to comply with this requirement shall not preclude Contractor from
complying with the Subcontractor bonding requirements. The practice of issuing separate purchase
orders and/or subcontracts for the purpose of circumventing the Subcontractor bonding requirements
shall not serve to exempt the Contractor from these requirements. No payments, except for a
reimbursement payment to the Contractor for the cost of the Contractor’s own Faithful Performance
and Payment bonds, shall be made to the Contractor until the Contractor provides the
aforementioned Subcontractor bonds to the Contractor.”
2-5 PLANS AND SPECIFICATIONS
GENERAL PROVISIONS - 5
2-5.1 General. The second full paragraph of Section 2-5.1 of the Standard Specifications
shall be amended to include the following at the end of that paragraph:
“All Contract Documents are essential parts of the Contract for a given project. Any
requirement included in one Contract Document shall be as binding as though included in all, as they
are intended to be cooperative and to provide a description of the Work to be done.”
2-5.2 Precedence of Contract Documents. The provisions of Section 2-5.2 of the
Standard Specifications shall be revised to read as follows:
“In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract
Documents, the document highest in precedence shall control. The order of precedence shall be as
listed below:
1. Change Orders or Work Change Directives
2. Agreement
3. Addenda
4. Contractor’s Bid (Bid Forms)
5. Special Provisions
6. General Conditions
7. Standard Specifications
8. Notice Inviting Bids
9. Instructions to Bidders
10. Specifications
11. Plans (Contract Drawings)
12. Standard Plans
13. Reference Documents”
“With reference to the Drawings, the order of precedence shall be as follows:
1. Figures govern over scaled dimensions
2. Detail drawings govern over general drawings
3. Addenda or Change Order drawings govern over Contract Drawings
4. Contract Drawings govern over Standard Drawings
5. Contract Drawings govern over Shop Drawings”
2-5.4 Interpretation of the Plans and Specifications. Section 2-5.4 shall be added to the
Standard Specifications to read as follows:
“Should it appear that the Work to be done, or any matter relative thereto, is not sufficiently
detailed or explained on the Plans or in the Specifications, the Contractor shall request the City’s
Representative for such further explanation as may be necessary, and shall conform to such
explanation or interpretation as part of the Contract, so far as may be consistent with the intent of the
original Specifications. In the event of doubt or questions relative to the true meaning of the
Specifications, reference shall be made to the Engineer, whose decision thereon shall be final.”
GENERAL PROVISIONS - 6
2-7 SUBSURFACE DATA
2-7.1 Limited Reliance by Contractor. Section 2-7.1 shall be added to the Standard
Specifications to read as follows:
“Soils reports and other reports of subsurface conditions may be made available for
inspection by the Contractor. HOWEVER, SUCH REPORTS AND DRAWINGS ARE NOT
CONTRACT DOCUMENTS. The contractor may rely upon the general accuracy of the “technical
data” contained in such reports and drawings only where such “technical data” are specifically
identified in the Special Provisions. Except for such reliance on such “technical data”, the
Contractor may not rely upon or make any claim against the Owner, the Engineer, nor any of the
Engineer’s Consultants with respect to any of the following:”
“2-7.1.1. Completeness. The completeness of such reports and drawings for contractor’s
purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences,
and procedures of construction to be employed by Contractor and safety precautions and programs
incident thereto.”
“2-7.1.2. Other Information. Any other data, interpretations, opinions, and information
contained in such reports or shown or indicated in such drawings.”
“2-7.1.3. Interpretation. Any interpretation by the Contractor of such “technical data” or
any conclusion drawn from any “technical data” or any such data, interpretations, opinions or
information.”
2-8 RIGHT-OF-WAY.
Section 2-8 of the Standard Specifications shall be revised in its entirety to read as follows:
“All temporary access or construction rights-of-way, other than those shown on the Plans,
which the Contractor may find it requires during progress of the Work, shall be arranged by, paid for
and disposed of solely by the Contractor at its own expense. The Contractor shall defend, indemnify
and hold the City, its officials, officers, employees and agents free and harmless from all claims for
damages of any kind arising from or incident to such rights-of-way. Those rights-of-way shown on
the Plans will be provided by the City at its expense.”
2-9 SURVEYING.
2-9.2 Survey Service. Section 2-9.2 of the Standard Specifications shall be amended to
include the following:
“All survey monuments, centerline ties and survey reference points will be tied out in
advance by the City Land Surveyor. Temporary control shall be protected in place. Any temporary
control disturbed by the contractor shall be replaced at the contractor expense and no additional
compensation shall be allowed therefore. City Land Surveyor will provide one set of temporary
stakes for position of well monuments. Contractor shall install well monuments. Contractor shall
coordinate his/her work with the City Land Surveyor for the installation.”
GENERAL PROVISIONS - 7
2-9.4 Line and Grade. Section 2-9.4 of the Standard Specifications shall be amended in
its entirety to read as follows:
“All Work, including finished surfaces, shall during its progress and upon completion
conform to the lines, grades, cross-sections, elevations and dimensions shown on the Plans. All
distances and measurements are given thereon and will be made in a horizontal plane. Three
consecutive points shown on the same rate of slope must be used in common in order to detect any
variation from a straight line. In the event any discrepancy exists, it must be reported to the City’s
Representative. Failure to make this report shall make the Contractor responsible for any error in the
finished Work. Minor deviations from approved Plans, whenever required by the exigencies of
construction, shall be determined in all cases by the City’s Representative and authorized in
writing.”
2-10 AUTHORITY OF BOARD AND ENGINEER.
The provisions of Section 2-10 of the Standard Specifications shall be revised to read as
follows:
“Whenever the Contract Documents refer to the Engineer or City’s Representative, or
provide the Engineer or City’s Representative with power to act on behalf of the City, such reference
shall necessarily include the City’s Representative, or his or her authorized designee.”
“The City Council shall have the power to award the Contract, and shall generally have the
final authority to act in all matters affecting the Project. The City’s Representative shall have the
authority to enforce compliance with the Contract Documents. The Contractor shall promptly
comply with the instructions of the City’s Representative. The decisions of the City’s
Representative shall be final and binding on all questions as to: (1) the quantity, quality and
acceptability of materials and equipment furnished and Work performed; (2) the manner of
performance and rate of progress of the Work; (3) any and all questions which may arise as to the
interpretation of the Plans, Specifications, General Conditions, and Special Provisions; (4) the
acceptable fulfillment of the Contract on the part of the Contractor; (5) any claims and compensation
issues; and (6) his authority to enforce and make effective such decisions and actions as the
Contractor fails to carry out promptly.”
2-11 INSPECTION.
The provisions of Section 2-11 shall be amended to include the following at the end of that
Section:
“The Engineer shall have complete and safe access to the Work at all times during
construction, and shall be furnished with every reasonable facility for ascertaining that the materials
and the workmanship are in accordance with the Specifications, the Special Provisions, and the
Plans. All labor, materials, and equipment furnished shall be subject to the Engineer’s inspection.”
“When the Work is substantially completed, the Engineer or a representative of the Engineer
will make the final inspection.”
GENERAL PROVISIONS - 8
“Whenever the Contractor varies the period during which Work is carried on any day, he
shall give adequate notice to the City’s Representative so that proper inspection may be provided.
Defective Work shall be made good, and unsuitable materials may be rejected, notwithstanding the
fact that such defective work and unsuitable materials have previously been inspected, accepted or
estimated for payment.”
“The Contractor shall prosecute work on any State highway or within any railroad
right-of-way only in the presence of an inspector representing the State Division of Highways or the
railroad company, and any Work done in the absence of such inspectors will be subject to rejection.
The Contractor shall make the appropriate notification according to the instructions given on the
State Encroachment Permit or railroad permit for all inspections, and shall post all bonds and
certificates required by the permit. The permit shall be acquired by the Contractor at the
Contractor's expense. The Contractor shall pay for all testing and inspections required by a State
Encroachment Permit or railroad permit.”
2-12 SITE EXAMINATION
Section 2-12 shall be added to the Standard Specifications as follows:
“The Contractor shall have the sole responsibility of satisfying itself concerning the nature
and location of the Work, and the general and location conditions, such as, but not limited to, all
other matters which could in any way affect the Work or the costs thereof. The failure of the
Contractor to acquaint itself with all available information regarding any applicable existing or
future conditions shall not relieve it from the responsibility for properly estimating either the
difficulties, responsibilities, or costs of successfully performing the Work according to the Contract
Documents.”
2-13 FLOW AND ACCEPTANCE OF WATER
Section 2-13 shall be added to the Standard Specifications as follows:
“Storm, surface, nuisance, or other waters may be encountered at various times during
construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that
it has investigated the risk arising from such waters, has prepared its Bid accordingly, and assumes
any and all risks and liabilities arising therefrom.”
2-14 PROHIBITION AGAINST SUBCONTRACTING OR ASSIGNMENT.
Section 2-14 shall be added to the Standard Specifications as follows:
“The Contractor shall give his personal attention to the fulfillment of the Contract and shall
keep the Work under his control. The Contractor shall not contract with any other entity to perform
in whole or in part the services required hereunder except in strict compliance with Section 2-3 of
the Standard Specifications and state law. In addition, neither this Contract nor any interest herein
may be transferred, assigned, conveyed, hypothecated, or encumbered, either voluntarily or by force
of law, except as otherwise provided in Section 7103.5 of the State of California Public Contract
GENERAL PROVISIONS - 9
Code, without the prior written approval of the City. Transfers restricted hereunder shall include the
transfer to any person or group of persons acting in concert of more than twenty five percent (25%)
of the present ownership and/or control of the Contractor, taking all transfers into account on a
cumulative basis. In the event of any such unapproved transfer, this Contract shall be void. No
approved transfer shall release the Contractor or any surety of the Contractor of any liability
hereunder without the expressed written consent of the City.”
- END OF SECTION -
GENERAL PROVISIONS - 10
SECTION 3 CHANGES IN WORK
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.1 General. The provisions of Section 3-2.1 of the Standard Specifications shall be
amended to include the following at the end of that Section:
“Contractor shall not be entitled to claim or bring suit for damages, whether for loss of profits
or otherwise, on account of any decrease or omission of any item or portion of Work to be done.
Whenever any change is made as provided for herein, such change shall be considered and treated as
though originally included in the Contract, and shall be subject to all terms, conditions and
provisions of the original Contract.”
3-2.2 Payment. The provisions of Section 3-2.2 of the Standard Specifications shall be
revised to read as follows:
“3-2.2.1 Contract Unit Prices. Section 3-2.2.1 shall be amended in its entirety to read as
follows:”
“3-2.2.1(a) Allowable Quantity Variations on Unit Price Contracts. In the event of an
increase or decrease in a bid item quantity of a unit price contract, the total amount of work actually
done or materials or equipment furnished shall be paid for according to the unit price established for
such work under the Contract Documents, wherever such unit price has been established; provided,
that an adjustment in the Contract Unit Price may be made for changes which result in an increase or
decrease in the quantity of any unit price bid item of the Work in excess of 25 percent, or for
eliminated items of work.”
“3-2.2.1(b) Increases of More Than 25 Percent on Unit Price Contracts. On a unit
price contract, should the total quantity of any item of work required under the Contract exceed the
Engineer’s Estimate therefor by more than 25 percent, the work in excess of 125 percent of such
estimate and not covered by an executed contract Change Order specifying the compensation to be
paid therefor will be paid for by adjusting the Contract Unit Price, as hereinafter provided, or at the
option of the Owner, payment for the work involved in such excess will be made as provided in
Paragraph 3-3.2, as amended in these Special Provisions.”
“Such adjustment of the Contract Unit Price will be the difference between the Contract Unit
Price and the actual unit cost, which will be determined as hereinafter provided, of the total pay
quantity of the item. If the costs applicable to such item of work include fixed costs, such fixed costs
shall be deemed to have been recovered by the Contractor by the payments made for 125 percent of
the Engineer’s Estimate of the quantity for such item, and in computing the actual unit costs, such
fixed costs will be excluded. Subject to the above provisions, such actual unit cost will be
determined by the engineer in the same manner as if the work were to be paid for as extra work as
provided in Paragraph 3-3.2, as amended in these Special Provisions, or such adjustment as will be
as agreed to by the Contractor and the Owner.”
“When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer’s Estimate is less than $5,000 at the applicable Contract Unit
GENERAL PROVISIONS - 11
Price, the Engineer reserves the right to make no adjustment in said price if he so elects, except that
an adjustment will be made if requested in writing by the Contractor.”
“3-2.2.1(c) Decreases of More Than 25 Percent on Unit Price Contracts. On unit
price contracts, should the total pay quantity of any item of work required under the contract be less
than 75 percent of the Engineer’s Estimate therefor, an adjustment in compensation pursuant to this
Section will not be made unless the Contractor so requests in writing. If the Contractor so requests,
the quantity of said item performed, unless covered by an executed contract change order specifying
the compensation payable therefor, will be paid for by adjusting the Contract Unit Price as
hereinafter provided, or at the option of the engineer, payment for the quantity of the work of such
item performed will be made as if the work were to paid for as extra work as provided in Paragraph
3-3.2, as amended in these Special Provisions, or such adjustment as will be as agreed to by the
Contractor and the Owner; provided, however, that in no case shall the payment for such work be
less than that which would be made at the Contract Unit Price.”
“Such adjustment of the contract unit price will be the difference between the contract unit
price and the actual unit cost, which will be determined as hereinafter provided, of the total pay
quantity of the item, including fixed costs. Such actual unit cost will be determined by the Engineer
in the same manner as if the work were to be paid for as extra work as provided in Paragraph 3-3.2,
as amended in these Special Provisions, or such adjustment as will be as agreed to by the Contractor
and the Owner.”
“The payment for the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of 75 percent of the Engineer’s Estimate of the
quantity for such item at the original Contract Unit Price.”
“3-2.2.1(d) Eliminated Items on Unit Price Contracts. On unit price contracts, should
any contract item of the work be eliminated in its entirety, in the absence of an executed contract
Change Order covering such elimination, payment will be made to the Contractor for actual costs
incurred in connection with such eliminated contract item if incurred prior to the date of notification
in writing by the Engineer of such elimination.”
“If acceptable material is ordered by the Contractor for the eliminated item prior to the date
of notification of such elimination by the Engineer, and if orders for such material cannot be
canceled, it will be paid for at the actual cost to the Contractor. In such case, the material paid for
shall become the property of the Owner and the actual cost of any further handling will be paid for
by the Owner. If the material is returnable to the vendor and if the Engineer so directs the
Contractor, the material shall be returned and the Contractor will be paid for the actual cost of
charges made by the vendor for returning the material. The actual cost of handling returned material
will be paid for.”
“The actual costs or charges to be paid by the Owner to the Contractor as provided in this
Section 3-2 will be computed in the same manner as if the work were to be paid for as extra work as
provided in Paragraph 3-3.2, as amended in these General Conditions, or such adjustment as will be
as agreed to by the Contractor and the Owner.”
3-3 EXTRA WORK
GENERAL PROVISIONS - 12
3-3.1 General. The provisions of Section 3-3.1 of the Standard Specifications shall be
amended to include the following at the end of that Section:
“All extra work shall be adjusted daily upon report sheets furnished by the Contractor,
prepared by the City’s Representative and signed by both parties. The daily report shall be
considered thereafter as the true record of extra work done. New and unforeseen work will be
classed as extra work only when said work is not covered and cannot be paid for under any of the
various items or combination of items for which a bid price appears in the Bid Forms. The
Contractor shall not do any extra work, except upon written order from the City’s Representative.”
3-3.2 Payment. The provisions of Section 3-3.2 of the Standard Specifications shall be
amended as follows:
3-3.2.1 General. Section 3-3.2.1 shall be amended to include the following at the beginning
of that Section:
“Extra work shall be paid for under written work order in accordance with the terms therein
provided. Generally, payment for extra work will be made at the unit price or lump sum previously
agreed upon between the Contractor and the City.”
3-3.2.3 Markup. Paragraph (a) of Section 3-3.2.3 (Work by Contractor) shall be
amended in its entirety to read as follows:
“(a) Work by Contractor. The following percentages shall be added to the Contractor’s
costs and shall constitute the markup for all overhead and profit.
1) Labor 24 percent (includes bonding)
2) Materials 15 percent
3) Equipment rental 15 percent
4) Other items and expenditures 15 percent
5) Subcontracts (1st tier only) 5 percent
6) Lower tier subcontractors none
To the sum of the costs and markups provided for in this subsection, except for labor,
one percent shall be added as compensation for bonding.”
3-6 EXISTING CONDITIONS.
Section 3-6 shall be added to the Standard Specifications as follows:
“Contractor shall have the sole responsibility for satisfying itself concerning the conditions,
nature and location of the Project and the Work to be performed, as well as the general and local
conditions. Such conditions shall include, but shall not be limited to, local labor availability, means
of transportation, necessity for security, laws and codes, local permit requirements, wage scales,
local tax structure, contractors' licensing requirements, availability of required insurance, and other
factors that could in any way affect the Work or the costs thereof. The Contractor is solely
GENERAL PROVISIONS - 13
responsible for understanding the facilities, difficulties and restrictions which may impact the total
and adequate completion of the Project. The failure of the Contractor to acquaint himself with all
available information regarding any applicable existing or future conditions shall not relieve him
from the responsibility for properly estimating either the difficulties, responsibilities, or costs of fully
and adequately performing the Work according to the Contract Documents.”
- END OF SECTION -
GENERAL PROVISIONS - 14
SECTION 4 CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.1 General. Section 4-1.1 of the Standard Specifications shall be amended in its entirety
to read as follows:
“It is the intent of the City in drafting the Contract Documents to accept only first-class work,
materials, parts, equipment and workmanship. All materials, parts and equipment furnished by
Contractor for the Work shall be new, high grade, free from defects, of specified kind and fully equal
to samples when such samples are required. Used or secondhand materials, parts and equipment
may be used only if permitted by the Specifications. When the quality or kind of material or articles
required under the Contract are not particularly specified, the Contractor shall provide those
representing the best of their class or kind. Quality of Work shall be in strict accordance with
generally accepted standards. Material, parts, equipment and Work quality shall be subject to the
approval of the City’s Representative. All materials, parts and equipment used and installed, and all
details of the Work done, shall at all times be subject to the supervision, test and approval of the
City’s Representative. The City’s Representative shall have access to the Work at all times during
construction, and shall be furnished with every reasonable facility for securing full knowledge with
regard to the progress, workmanship and character of the materials, parts and equipment used or
employed in the Work. Materials, parts and equipment shall be furnished in such quantities, kinds
and at such times as to ensure uninterrupted progress of the Work.”
“All materials, parts, equipment or Work which are defective in their construction or
deficient in any of the requirements of the Contract Documents, whether in place or not, shall be
remedied or removed and replaced by the Contractor in an acceptable manner, and no compensation
will be allowed for such correction work. Any Work done beyond the lines shown on the Plans or
established by the City’s Representative, or any extra work done without written authority, will be
considered unauthorized and will not be paid for by the City. Upon Contractor’s failure to comply
promptly with any order of the City’s Representative made under the provisions of this Section, the
City’s Representative shall have authority to cause such defective or unauthorized Work to be
remedied or removed and replaced, and to deduct the costs thereof from any moneys due or to
become due the Contractor. If the Work is found to be in compliance with these specifications, the
City’s Representative will furnish the Contractor with a certificate to that effect.”
4-1.2 Protection of Work and Materials. The provisions of Section 4-1.2 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“Contractor shall fully and adequately store and protect all materials, parts and equipment, as
required herein. Contractor shall be solely responsible for any and all damages or loss by weather or
any other cause to such materials, parts and equipment. The Contractor shall make good any and all
damages or loss to materials, parts and equipment.”
“Until the final written acceptance of the Work by the City, the Contractor shall have the
charge and care thereof and shall bear the risk of injury or damage to any part of the Work by the
action of the elements or any other cause. The Contractor shall rebuild, repair, restore and make
good all injuries or damages to any portion of the Work occasioned by any cause before its
GENERAL PROVISIONS - 15
completion and acceptance, and shall bear the expense thereof, except for such injuries or damages
arising from the sole negligence or willful misconduct of the City, its officers, agents or employees.
In the case of suspension of Work from any cause whatsoever, the Contractor shall be responsible
for all materials and the protection of Work already completed, and shall properly store and protect
them, if necessary. Contractor shall provide suitable drainage and erect temporary structures where
necessary. Nothing in this Contract shall be considered as vesting in the Contractor any right of
property in materials used after they have been attached or affixed to the Work or the soil upon City
real property. All such materials shall, upon being so attached or so affixed, become the property of
the City.”
“Notwithstanding the foregoing, Contractor shall not be responsible for restoring damage
valued in excess of five percent (5%) of the Contract Price if such damage was caused by an
earthquake measuring over 3.5 on the Richter scale or by a tidal wave, as provided for in Public
Contract Code Section 7105. If provided for in the Contract Bid Forms, however, Contractor shall
provide insurance to protect against such damages.”
4-1.4 Test of Materials. The provisions of Section 4-1.4 of the Standard Specifications
shall be amended to add the following at the end of that Section:
“Contractor shall immediately remove all rejected material from the Work or Site, and shall
not again return such material to the Site.”
4-1.6 Trade Names or Equals. The second and third paragraphs of Section 4-1.6 of the
Standard Specifications shall be amended in their entirety to read as follows:
“Whenever any particular material, process, or equipment is indicated by a patent,
proprietary, or brand name, or by the name of the manufacturer, such product shall be followed by
the words “or equal”. A Contractor may offer any material, process, or equipment considered as
equivalent to that indicated, unless a sole source is specified. Failure of the Contractor to submit
requests for substitution promptly after award shall be deemed to signify that the Contractor intends
to furnish one of the brands named in the Special Provisions, and the Contractor does hereby waive
all rights to offer or use substitute materials, products, or equipment for that which was originally
specified. Unless otherwise authorized by the Engineer, the time for submission of data
substantiating a request for substitution of an “or equal” item shall be not less than 35 nor more than
40 calendar days after award of Contract.”
“The burden of proof as to the comparative quality and suitability of alternative equipment or
materials shall be on the Contractor. The Contractor shall, at its expense, furnish data concerning
items offered by it as equivalent to those specified. Such data shall include complete calculations,
technical specifications, samples, or published documents relating to the performance and physical
characteristics of the proposed substitute. The Contractor shall have the material tested as required
by the City’s Representative to determine that the quality, strength, physical, chemical or other
characteristics, including durability, finish, efficiency, dimensions, service and suitability are such
that the item will completely and adequately fulfill its intended function.”
4-1.9 Placing Orders. Section 4-1.9 shall be added to the Standard Specifications as
follows:
GENERAL PROVISIONS - 16
“The Contractor shall place the order(s) for all long-lead supplies, materials, and equipment,
for any traffic signing, striping, legends and traffic control facilities within 3 working days after the
award of Contract by the Owner. The Contractor shall furnish the Engineer with a statement from
the vendor(s) that the order(s) for said supplies, materials, and equipment has been received and
accepted by said vendor(s) within 15 working days from the date of said award of Contract.”
4-1.10 Removal of Interfering Obstructions. Section 4-1.10 shall be added to the Standard
Specifications to read as follows:
“The Contractor shall remove and dispose of all debris, abandoned structures, tree roots and
obstructions of any character met during the process of excavation, it being understood that the cost
of said removals are made a part of the unit price bid by the Contractor under the item for excavation
or removal of existing Work.”
4-1.11 Procedure in Case of Damage to Public Property. Section 4-1.11 shall be added to
the Standard Specifications to read as follows:
“Any portions of curb, gutter, sidewalk or any other City improvement damaged by the
Contractor during the course of construction shall be replaced by the Contractor at his own cost, free
of all charges to the City. The cost of additional replacement of curb, gutter or sidewalk in excess of
the estimated quantities shown in the Bid Forms and Specifications and found necessary during the
process of construction (but not due to damage resulting from carelessness on the part of the
Contractor during his operations), shall be paid to the Contractor at the unit prices submitted in his
Bid.”
4-1.12 Diversion of Recyclable Waste Materials. Section 4-1.12 shall be added to the
Standard Specifications to read as follows:
“In support of the Owner’s waste reduction and recycling efforts, Contractor shall divert all
Recyclable Waste Materials, as defined in the Contract Documents, to appropriate recycling centers
rather than area landfills. Contractor will be required to submit weight tickets and written proof of
diversion with its monthly progress payment requests. Contractor shall complete and execute any
certification forms required by Owner to document Contractor’s compliance with these diversion
requirements. All costs incurred for these waste diversion efforts shall be the responsibility of the
Contractor.”
- END OF SECTION -
GENERAL PROVISIONS - 17
SECTION 5 UTILITIES
5-1 LOCATION
The provisions of Section 5-1 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Locations of existing utilities shown on the Plans are approximate and may not be complete.
Therefore, the Contractor shall notify Underground Service Alert at 1-800-227-2600 a minimum of
2 working days prior to any excavation in the vicinity of any potentially existing underground
facilities in order to verify the location of all utilities prior to the commencement of the Work.”
“The Contractor shall be responsible for coordinating its work with all utility companies
during the construction of the Work.”
“The Plans identify the approximate locations of existing utilities that parallel or cross the
Work. These locations are based on the best information available to the Owner. The Contractor
shall verify these locations.”
5-2 PROTECTION
The provisions of Section 5-2 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“All water meters, water valves, fire hydrants, electrical utility vaults, telephone vaults, gas
utility valves, and other subsurface structures shall be relocated or adjusted to grade by the
Contractor. The Contractor shall notify each utility owner a minimum of 2 working days before
commencing the Work.”
“If the Contractor, while performing the Contract, discovers utility facilities not identified by
the public agency in the Contract Plans or Specifications, he or she shall immediately notify the
public agency and utility in writing.”
“The public utility, where they are the owner, shall have the sole discretion to perform repairs
or relocation work, or permit the Contractor to do such repairs or relocation work at a reasonable
price.”
“During construction of the Work, some of the existing utilities may fall within the prism of
trenches. if the existing utility does fall within the contractor=s trenches, the utility involved shall be
supported properly by the Contractor to the satisfaction of the utility owner. The method of support
of the utility, precautions to be taken during trench backfill and compaction, etc., shall be per the
utility owner’s requirements. The Contractor shall contact the utility owner should it anticipate such
exposure of any of the existing utilities.”
5-5 DELAYS
GENERAL PROVISIONS - 18
The provisions of Section 5-5 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Notwithstanding anything to the contrary, the provisions of Articles 1 and 2 of the
California Government Code (Sections 4215 and 4216) are incorporated by reference as if fully set
forth herein. In the event of any conflict between the Standard Specifications and Government Code
Sections 4215 and 4216, the provisions of Government Code Section 4215 and 4216 shall prevail.
Contractor should pay particular attention to the provisions of Section 4215 with regards to the
relocation of utilities, the costs thereof, delays caused thereby and the indication of service laterals
and appurtenances.”
“The right is reserved to the owners of public utilities or franchises to enter upon the streets
for the purpose of making repairs or changes in their property which may be necessary as a result of
the Work. Employees of the City shall likewise have the privilege of entering upon the street for the
purpose of making any necessary repairs or replacements.”
“Contractor shall employ and use only qualified persons, as hereinafter defined, to work in
proximity to Southern California Edison's secondary, primary and transition facilities. The term
"qualified person" shall mean one who, by reason of experience or instruction, is familiar with the
operation to be performed and the hazards involved, as more specifically defined in Section 2700 of
Title 8 of the California Administrative Code. The Contractor shall take such steps as are necessary
to assure compliance by all Subcontractors.”
- END OF SECTION -
GENERAL PROVISIONS - 19
SECTION 6 PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The second paragraph of Section 6-1 of the Standard Specifications shall be amended in its
entirety to read as follows:
“After the Contract has been approved by the Owner, and a written Notice to Proceed
has been issued to the Contractor, the Contractor shall start the Work within 10 working days
after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to
completion before the expiration of the time indicated in the Bid Documents and Contract
Form, plus any duly authorized extensions thereof.”
The provisions of Section 6-1 of the Standard Specifications shall be amended to add the
following at the end of that Section:
“Notwithstanding anything to the contrary herein, the Contractor’s proposed construction
schedule shall include the expected start and completion dates for all portions of the contract Work.
During a scheduling conference between the Contractor and the City’s Representative, the work
schedule will be discussed and modified, if necessary, by mutual agreement. Should it become
necessary for the City to delay temporarily the construction schedule agreed upon during the
scheduling conference, every effort will be made to permit a new construction schedule at the time
most convenient to the Contractor, thus permitting the Project to proceed with the shortest intramural
movement of the equipment. The Contractor shall notify the City’s Representative in all such cases
in order to arrive at a mutually satisfactory schedule.”
“Contractor’s construction schedule shall be in a form provided for in the
Specifications. Contractor shall continuously update its construction schedule. Contractor
shall submit an updated and accurate construction schedule to the Owner whenever
specifically requested to do so by Owner and with each periodic payment request. Failure to
submit an updated and accurate construction schedule shall render Contractor in breach of
the Contract and shall entitle Owner to withhold money therefor.”
6-3 SUSPENSION OF WORK.
6-3.1 General. The provisions of Section 6-3.1 of the Standard Specifications shall be
amended to add the following at the end of that Section:
“The situations which will be deemed to be in the City’s interest to suspend the Work shall
include, but shall not be limited to, the following: (1) unsuitable weather or such other conditions
that render the proper prosecution of the Work impracticable or inefficient; or (2) when the
Contractor or his workmen fail or refuse to carry out orders or to perform any or all of the
requirements of the Contract; (3) when the Contractor fails or refuses to supply an adequate working
force for any reason whatsoever (including, but not limited to, strikes, labor unrest or labor shortages
of any kind); (4) when the Contractor fails or refuses to begin delivery of any materials,
manufactured articles, supplies or equipment for any reason whatsoever (including, but not limited
to, transportation problems, strikes, labor unrest or labor shortages of any kind); (5) when the
GENERAL PROVISIONS - 20
Contractor fails or refuses to commence Work within the time specified for any reason whatsoever
(including, but not limited to, transportation problems, labor strikes, labor unrest or labor shortages
of any kind); (6) when the Contractor fails or refuses to maintain an adequate rate of delivery of
materials, manufactured articles, supplies or equipment for any reason whatsoever (including, but
not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (7) when
the Contractor fails or refuses to execute the Work in a manner and at such locations as specified in
the Contract Documents; (8) when the Contractor fails or refuses to maintain a Work program which
will insure the Agency’s interest; (9) when the Contractor fails or refuses to carry out the intent of
the Contract; or (10) when the Contractor fails or refuses in any other respect to prosecute the Work
with the diligence, speed or force specified or intended by the terms of the Contract. The Contractor
shall immediately comply with any written order from the City’s Representative and shall not
resume operations until so ordered in writing.”
6-4 DEFAULT BY CONTRACTOR.
The first, second and third full paragraphs of Section 6-4 of the Standard Specifications shall
be amended to read as follows:
“If the Contractor should be in violation of the Contract, then the City may, without prejudice
to any other right or remedy and after giving notice as specified herein, terminate the Contract and
take all actions provided for herein and elsewhere in the Contract Documents. By way of example
and not as a limitation upon its right to terminate the Contract as provided herein, the City may
terminate the Contract if, in its sole opinion, the Contractor fails or refuses to: (1) begin delivery of
any materials, manufactured articles, supplies or equipment for any reason whatsoever (including,
but not limited to transportation problems, strikes, labor unrest or labor shortages of any kind); (2)
commence Work within the time specified for any reason whatsoever (including, but not limited to,
transportation problems, labor strikes, labor unrest or labor shortages of any kind); (3) maintain an
adequate rate of delivery of materials, manufactured articles, supplies or equipment for any reason
whatsoever (including, but not limited to, transportation problems, strikes, labor unrest or labor
shortages of any kind); (4) execute the Work in a manner and at such locations as specified in the
Contract Documents; (5) maintain a Work program which will insure the Agency’s interest; (6) carry
out the intent of the Contract; (7) supply an adequate working force for any reason whatsoever
(including, but not limited to, strikes, labor unrest, labor shortages of any kind), or (8) in any other
respect prosecute the Work with the diligence, speed or force specified or intended by the terms of
the Contact.”
“If the City determines that sufficient grounds exist to terminate the Contract as provided
herein, the City’s Representative shall provide written notice to the Contractor and its surety on its
performance bond. If the Contractor or its surety does not fully comply with such notice within five
(5) days after receiving it, or fails to continue after starting to comply in good faith, the City may
exclude the Contractor and its employees and Subcontractors from the Work, or any portion thereof,
and take possession of and use, or cause to be used, all materials, tools and equipment of every
description as may be found at the place of such Work. Thereupon, the Contractor and its employees
and Subcontractors shall discontinue such Work or such part thereof as the City may designate, and
the City may thereupon, by Contract or otherwise, as it may determine, complete the Work or any
part thereof. All expenses charged under this paragraph shall be deducted and paid for by the City
out of any moneys then due or to become due the Contractor under the Contract. In such accounting,
GENERAL PROVISIONS - 21
the City shall not be held to obtain the lowest figure for the Work for completing the Contract, or
any part thereof, or for insuring its proper completion, but all sums paid therefore shall be charged to
the Contractor. In case the expenses so charged are less than a sum which would have been payable
under the Contract if the same had been completed by the Contractor, the Contractor shall be entitled
to receive the difference. In case such expense shall exceed the amount payable under the Contract,
then the Contractor shall pay the amount of the excess to the City upon completion of the Work
without further demand being made therefore. In the determination of the question as to whether or
not there has been any such noncompliance with the Contract as to warrant the suspension or
annulment thereof, the decision of the City Council shall be binding on all parties to the Contract.”
6-8 COMPLETION AND ACCEPTANCE.
Section 6-8 of the Standard Specifications shall be amended in its entirety as follows:
“The Work will be inspected for acceptance by the City’s Representative upon receipt of the
Contractor’s written assertion that the Work has been completed. If, in the sole discretion of the
City’s Representative, the Work has been completed and is ready for acceptance, the City’s
Representative will notify the City Clerk that the Contract has been completed in its entirety. The
City’s Representative shall request that the City accept the Work and that the City Clerk be
authorized to file on behalf of the City in the office of the Los Angeles County Recorder, a Notice of
Completion of the Work. The date of completion shall be the date the Contractor is relieved from
responsibility to protect the Work.”
“The Contractor hereby guarantees that the entire Work constructed by him under the
Contract will meet fully all requirements as to quality of workmanship and materials. The
Contractor hereby agrees to make, at his own expense, any repairs or replacements made necessary
by defects in materials or workmanship that become evident within one (1) year after the date of the
final payment, and to restore to full compliance with the requirements of these Contract Documents,
including any test requirements set forth herein for any part of the Work constructed hereunder,
which during said one (1) year period is found to be deficient with respect to any provisions of the
Contract Documents. The Contractor shall make all repairs and replacements promptly upon receipt
of written orders for the same from the City’s Representative. If the Contractor fails to make the
repairs and replacements promptly, the City may do the work and the Contractor and his sureties
shall be liable to the City for the cost thereof.”
“The guarantees and agreements set forth herein shall be secured by a surety bond which
shall be delivered by the Contractor to the City before the Notice of Completion and acceptance of
the Work by the City. Said bond shall be in the form approved by the City Attorney and executed by
a surety company or companies satisfactory to the City in the amount of One Hundred Percent
(100%) of the Contract. Said bond shall remain in force for a period of one (1) year after the date of
Notice of Completion and acceptance. Alternatively, the Contractor may provide for the Faithful
Performance Bond furnished under the Contract to remain in force and effect for said amount until
the expiration of said one (1) year period.”
“The parties agree that no certificate given, with the exception of the certificate of final
payment, shall be conclusive evidence of the faithful performance of the Contract, either in whole or
in part, and that no payment shall be construed to be in acceptance of any defective work or
GENERAL PROVISIONS - 22
improper materials. Further, the certificate of final payment shall not terminate the Contractor's
obligations under his warranty herein above. The Contractor agrees that payment of the amount due
under the Contract and the adjustments and payments due for any Work done in accordance with any
alterations of the same, shall release the City, the City Council and its officials, officers and
employees from any and all claims or liability on account of work performed under the Contract or
any alteration thereof.”
6-9 LIQUIDATED DAMAGES.
Section 6-9 of the Standard Specifications shall be amended in its entirety to read as follows:
“Contractor agrees that if the Work is not completed within the Contract Time and/or
pursuant to any completion schedule, construction schedule or project milestones developed
pursuant to provisions of the Contract, it is understood, acknowledged and agreed that the District
will suffer damage. Pursuant to Government Code Section 53069.85, Contractor shall pay to the
District as fixed and liquidated damages the sum specified in the Contract form for each and every
calendar day of delay beyond the Contract Time or beyond any completion schedule, construction
schedule or Project milestones established pursuant to the Contract. Liquidated damages may be
deducted from any payments or other funds owing to Contractor, including progress payments, the
final payment and retentions.”
6-11 TIMES OF OPERATION
Section 6-11 shall be added to the Standard Specifications to read as follows:
“It shall be unlawful for any person to operate, permit, use, or cause to operate any of the
following, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no
work allowed on Owner-observed holidays, unless otherwise approved by the Engineer:
1. Powered Vehicles
2. Construction Equipment
3. Loading and Unloading Vehicles
4. Domestic Power Tools”
-END OF SECTION -
GENERAL PROVISIONS - 23
SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR
7-2 LABOR.
7-2.2 Laws.
“The Contractor, its agents and employees shall be bound by and comply with applicable
provisions of the Labor Code and Federal, State and local laws related to labor. Notwithstanding
anything to the contrary contained in the Contract Documents, Contractor shall comply with the
following:”
“7-2.2.1 Social Security Requirements. Contractor shall furnish to the City
satisfactory evidence that he and all of his Subcontractors are complying with all laws, rules and
regulations with respect to Social Security . The Contractor, at any time upon request, shall satisfy
the City that all necessary Social Security and other taxes are being properly reported and paid.”
“7-2.2.3 Eight Hour Work Day. Contractor and all Subcontractors shall be required
to comply with the provisions of California Labor Code Section 1810 et seq. According to those
sections, eight (8) hours of labor shall constitute a legal day's work. Contractor shall pay to the City
a penalty of Twenty-five Dollars ($25.00) for each worker employed in the execution of this
Contract by the Contractor, or by any Subcontractor, for each calendar day during which such
worker is required or permitted to work more than eight (8) hours in any calendar day or forty (40)
hours in any one (1) calendar week, except when payment for overtime is made at not less than one
and one-half (1-1/2) times the basic rate for that worker.”
“7-2.2.4 Licensing Requirements. Pursuant to Section 7028.15 of the Business and
Professions Code and Section 3300 of the Public Contract Code, all bidders must possess proper
licenses for performance of this Contract. Contractors shall meet the California Contractor’s license
requirements set forth in the Notice Inviting Bids. Subcontractors must possess the appropriate
licenses for each specialty subcontracted. Pursuant to Section 7028.5 of the Business and Professions
Code, the City shall consider any bid submitted by a contractor not currently licensed in accordance
with state law and pursuant to the requirements found in the Contract Documents to be
nonresponsive, and the City shall reject the Bid. The City shall have the right to request, and the
Bidders shall provide within five (5) Calendar Days, evidence satisfactory to the City of all valid
license(s) currently held by that Bidder and each of the Bidder’s subcontractors, before awarding the
Contract.”
“7-2.2.5 Non-Discrimination. Contractor shall not discriminate in the employment of
persons upon the Contract because of the race, creed, color, national origin, ancestry, non-
disqualifying disability, age, medical condition, marital status, sex or other classifications of such
persons protected by federal, state and local laws, rules and regulations. Such non-discrimination
shall include, but not be limited to, all activities related to initial employment, upgrading, demotion,
transfer, recruitment or recruitment advertising, layoff or termination. Contractor shall cause an
identical clause to be included in every subcontract for the contract work.”
“7-2.2.6 Travel and Subsistence Payments. As required by Section 1773.8 of the
GENERAL PROVISIONS - 24
California Labor Code, the Contractor shall pay travel and subsistence payments to each worker
needed to execute the Work, as such travel and subsistence payments are defined in the applicable
collective bargaining agreements filed in accordance with law. To establish such travel and
subsistence payments, the representative of any craft, classification, or type of worker needed to
execute the Contract shall file with the Department of Industrial Relations fully executed copies of
collective bargaining agreements for the particular craft, classification or type of work involved.
Such agreements shall be filed within 10 days after their execution and thereafter shall establish such
travel and subsistence payments whenever filed 30 days prior to the call for Bids.”
7-3 PERMITS.
Section 7-5 of the Standard Specifications shall be amended in its entirety to read as follows:
“Unless indicated to the contrary in the Contract Documents, including the Special Provisions,
Contractor shall procure all permits and licenses (including a City business license), pay all charges
and fees, and give all notices necessary and incidental to the due and lawful prosecution of the
Work.”
7-8 PROJECT SITE MAINTENANCE.
7-8.2 Air Pollution Control. The provisions of Section 7-8.2 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“In addition, Contractor shall comply with all air pollution control rules, regulations,
ordinances and statutes. All containers of paint, thinner, curing compound, solvent or liquid asphalt
shall be labeled to indicate that the contents fully comply with the applicable material requirements.”
7-8.6 Water Pollution Control. The provisions of Section 7-8.6 of the Standard
Specifications shall be amended to add the following at the end of that Section:
“In addition, Contractor shall comply with the provisions of the Federal Clean Water Act as
regulated by the U.S. Environmental Protection Agency in 40 Code of Federal Regulations Parts
122-124, the Porter-Cologne Act (California Water Code) and the Waste Discharge Requirements
for Municipal Storm Water Discharges within the County of Los Angeles. Suitable Best
Management Practices (BMPs) are listed in the California Storm Water Best Management Practices
Handbook for Construction Activities.”
WATER POLLUTION CONTROL
A. Water Quality Protection Requirements For Construction Projects With Less than 1-
Acre Of Disturbed Soil
All construction projects, regardless of size, will be required to implement best management
practices (BMPs) necessary to reduce pollutants to the Maximum Extent Practicable (MEP)
GENERAL PROVISIONS - 25
to meet the minimum water quality protection requirements as defined in Table 2-1.
Please refer to the California Stormwater Quality Association’s Construction Handbook
available for free on their website (www.cabmphandbooks.com – Construction Handbook)
for further information regarding the BMPs listed in Table 2-1.
B. Water Quality Protection Requirements For Construction Projects With 1-Acre (or
greater) Of Disturbed Soil
In addition to the minimum BMPs required in Section A, a Storm Water Pollution
Prevention Plan (SWPPP) must be submitted to the City for all construction projects where
at least 1-Acre of soil will be disturbed. The SWPPP will include strategies for reducing
runoff of pollutants and minimize environmental impacts to receiving waters. A SWPPP
may also be required for projects smaller than 1-Acre if the City designates the project a
threat to water quality objectives.
In addition, the contractor must contact the Los Angeles Regional Water Quality Control
Board (LARWQCB) if the project will disturb 1-Acre or more of soil. Construction
activities can not begin until a Waste discharger Identification (WDID) Number is issued by
the State Water Board. The 1-Acre threshold includes the total amount of land disturbance.
For example, if four streets, each 1/4-acre in size in different parts of the City are to be
reconstructed then a WDID Number must be obtained. To request a Notice of Intent (NOI)
Table 2-1
Minimum Water Quality Protection Requirements for Construction Projects
Category Minimum Requirements BMPs
1. Sediment
Control
Sediments generated on the project site shall be retained
using adequate Treatment Control or Structural BMPs.
Sediment
Control
2.Construction
Materials
Control
Construction-related materials, wastes, spills or residues
shall be retained at the project site to avoid discharge to
streets, drainage facilities, receiving waters, or adjacent
properties by wind or runoff.
Non-storm water runoff from equipment and vehicle
washing and any other activity shall be contained at the
project sites.
Site
Management;
Material and
Waste
Management
3. Erosion
Control
Erosion from slopes and channels shall be controlled by
implementing an effective combination of BMPs, such as
the limiting of grading scheduled during the wet season;
inspecting graded areas during rain events; planting and
maintenance of vegetation on slopes; and covering erosion
susceptible slopes.
Erosion
Control
GENERAL PROVISIONS - 26
you must contact the Regional Board at:
Los Angeles Regional Water Quality Control Board
320 W. 4th. Street, Suite 200
Los Angeles, California 90013
Phone: (213) 576-6600; Fax: (213) 576-6640
Internet Address: http://www.swrcb.ca.gov/~rwqcb4
The SWPPP shall include:
• The name, location, period of construction, and a brief description of the project;
• Contact information for the owner and contractor;
• The building permit number for the project;
• The grading permit number for the project (where applicable)
• A list of major construction materials, wastes, and activities at the project site;
• A list of best management practices to be used to control pollutant discharges from major
construction materials, wastes, and activities;
• A site plan (construction plans may be used) indicating the selection of BMPs and their
location where appropriate;
• Non-storm water discharges, their locations, and the BMPs necessary to prevent the
discharge;
• A maintenance and self-inspection schedule of the BMPs to determine the effectiveness and
necessary repairs of the BMPs; and
• A certification statement that all required and selected BMPs will be effectively
implemented.
Within 7 days after the City has certified the contract, the Contractor shall submit two (2)
copies of the proposed SWPPP to the City. The City shall review the SWPPP within 14 days
of receipt of the plan. If revisions are required, the Contractor shall revise and re-submit the
document within 7 days of their receipt of the City’s comments. The City shall then have 7
days to consider the revisions made by the Contractor and approve the SWPPP.
The Contractor shall maintain a minimum of two readily accessible copies of the SWPPP at
the project site. The SWPPP shall be made available upon request of a representative of the
Regional Water Quality Control Board (RWQCB), or the U.S. Environmental Protection
Agency (U.S. EPA). Requests by environmental groups and the public shall be directed to
the City.
C. Best Management Practices
The objective of the SWPPP is to identify potential sources of pollution that may reasonably
affect the quality of storm water discharge associated with construction activities. The plan
will describe and ensure the implementation of Best Management Practices (BMPs) which
will be used to reduce pollutants in the storm water discharges from the construction site. A
Best Management Practice is defined as any program, technology, process, operating
method, measure, or device that controls, prevents, removes, or reduces pollution. The
GENERAL PROVISIONS - 27
Contractor shall select appropriate BMPs from the California Stormwater BMP Handbook,
Municipal, Industrial, New Development, and Construction Volumes
(www.cabmphandbooks.com) in conjunction with all activities and construction operations:
1. Construction Practices (NS2, NS3, NS4, and NS6)
2. Material and Waste Management (WM01, WM02, and WM04)
3. Vehicle and Equipment Management (NS8, NS9, and NS10)
4. Physical Stabilization (EC7, EC12, NS4, TC1, and TC2)
5. Sediment Control Practices (SE1, SE9, SE8, SE10, SE3, and SE2)
Copies of the California Stormwater BMP Handbooks may be obtained from:
California Stormwater Quality Association Los Angeles County DPW
P.O. Box 2313 Cashier’s Office
Livermore, CA 94551 900 South Fremont Avenue
www.cabmphandbooks.com Alhambra, CA 91803
Tel. No. (626) 458-6959
D. Implementation
The Contractor will be responsible throughout the duration of the project for the installation,
monitoring, inspection and maintenance of the BMPs included in the SWPPP and for
removing and disposing of temporary BMPs. The Contractor may be required to implement
additional BMPs as a result of changes in actual field conditions, contractor’s activities, or
construction operations.
The Contractor shall demonstrate the ability and preparedness to fully deploy these SWPPP
control measures to protect soil-disturbed areas of the project site before the onset of
precipitation and shall maintain a detailed plan for the mobilization of sufficient labor and
equipment to fully deploy these control measures.
Throughout the winter season, active soil-disturbed areas of the project site shall be fully
protected at the end of each day with these control measures unless fair weather is predicted
through the following day. The Contractor shall monitor daily weather forecasts. If
precipitation is predicted prior to the end of the following workday, construction scheduling
shall be modified, as required, and the Contractor shall deploy functioning control measures
prior to the onset of the precipitation.
The City may order the suspension of construction operations which are creating water
pollution if the Contractor fails to conform to the requirements of this section, “Water
Pollution Control”. Unless otherwise directed by the City, the Contractor’s responsibility for
SWPPP implementation shall continue throughout any temporary suspension of work.
E. Sewage Spill Prevention
GENERAL PROVISIONS - 28
The Contractor’s attention is directed to the sewer bypass operation required during any
sewer construction (Standard Specification for Public Works Construction Section
500.1.2.4).
The Contractor shall exercise extraordinary care to prevent the cause of events that may lead
to a sewage spill. In the event of a sewage spill, the Contractor shall make arrangements for
an emergency response unit comprised of emergency response equipment and trained
personnel to be immediately dispatched to the project site.
The Contractor shall be fully responsible for preventing and containing sewage spills as well
as recovering and properly disposing of raw sewage. In addition, the Contractor is
responsible for any fines, penalties and liabilities arising from negligently causing a sewage
spill. Any utility that is damaged by the contractor shall be immediately repaired at the
Contractor’s expense. The Contractor shall take all measures necessary to prevent further
damage or service interruption and to contain and clean up the sewage spills.
F. Sewage Spill Telephone Notification
Should a sewage spill occur, the Contractor shall immediately report the incident to the
following two (2) City Departments:
Public Works/ Engineering (626) 569-2150
Public Safety Department (626) 569-2292
The Contractor is encouraged to obtain telephone numbers, pager numbers and cellular
telephone numbers of City representatives such as Project Managers and Inspectors, to be
reached during emergency and off-hours.
The City will notify the following:
Los Angeles County Department of Health Services (213) 974-1234
Los Angeles County Department of Public Works (800) 303-0003
Regional Water Quality Control Board (213) 576-6665 or 6600
State Office of Emergency Services (800) 852-7550
(For any significant volume of material that entered the storm drain or receiving water)
G. Sewage Spill Written Notification
The Contractor shall prepare and submit a written report within three (3) working days from
the occurrence of a spill to the City, (Attention: Project Manager). This report shall describe
the following information related to the spill:
1. The exact location on the Thomas Guide map
2. The nature and volume
3. The date, time and duration
4. The cause
GENERAL PROVISIONS - 29
5. The type of remedial and/or cleanup measures taken and date and time implemented
6. The corrective and preventive action taken, and
7. The water body impacted and results of necessary monitoring
H. Enforcement
The City, as a permittee, is subject to enforcement actions by the LARWQCB, U.S. EPA,
environmental groups and private citizens. The Contractor shall be responsible for all costs
and liabilities imposed by law as result of the Contractor’s failure to comply and/or fulfill the
requirements set forth in Section 7.09 - “Water Pollution Control”. The costs and liabilities
include, but are not limited to fines, penalties and damages whether assessed against the City
or the Contractor.
In addition to any remedy authorized by law, any money due to the Contractor under this
contract shall be retained by the City until all costs and liabilities imposed by law against the
City or Contractor have been satisfied.
I. Maintenance
The Contractor shall ensure the proper implementation and functioning of BMP control
measures and shall regularly inspect and maintain the construction site for the BMPs
identified in the SWPPP. The Contractor shall identify corrective actions and time frames in
order to properly address any damaged measure, or reinitiate any BMPs that have been
discontinued.
If the City identifies a deficiency in the deployment or functioning of identified control
measures, the deficiency shall be corrected by the Contractor immediately or by a later date
and time if requested in writing, but not later than the onset of the subsequent precipitation
events. The correction of deficiencies shall be at no additional cost to the City.
J. Payment
All costs involved in the implementation of the SWPPP, including furnishing all labor,
materials, tools, equipment and all incidentals; and for doing all the work involved in
installing, constructing, maintaining, removing, and disposing of control measures, except
those that were installed as a part of another structure, shall be included in the unit prices bid
for the various related items of work and no additional compensation will be made therefore.
7-8.8 Sound and Vibration Control Requirements. Section 7-8.8 shall be added to the
Standard Specifications to read as follows:
“The Contractor shall comply with all local sound control and noise level rules, regulations
and ordinances, including hours of operation requirements. No internal combustion engine shall be
operated on the Project without a muffler of the type recommended by the manufacturer. Should any
muffler or other control device sustain damage, the Contractor shall promptly remove the equipment
and shall not return said equipment to the job until the device is repaired or replaced. Said noise and
vibration level requirements shall apply to all equipment on the job or related to the job, including
but not limited to, trucks, transit mixers or transit equipment that may or may not be owned by the
Contractor.”
GENERAL PROVISIONS - 30
7-10 PUBLIC CONVENIENCE AND SAFETY.
7-10.4 Safety.
7-10.4.1 Safety Orders. Section 7-10.4.1 shall be amended to add the following to the
beginning of the first full paragraph:
“In accordance with generally accepted construction practices, the Contractor shall be solely
and completely responsible for conditions of the job site, including the safety of all persons and
property in performance of the Work. This requirement shall apply continuously and shall not be
limited to normal working hours. The Contractor's duty to preserve safety shall include, but shall not
be limited to, the erection and maintenance of temporary fences, bridges, railings and barriers; the
placement of guards; maintenance and operation of sufficient lights and signals; and all other
precautions necessary to maintain safety in the vicinity of the Work. Any duty on the part of the
City’s Representative or other City employee or agent to give general engineering supervision of the
Contractor's performance is not intended to include the review of the adequacy of the Contractor's
safety measures. Nothing herein shall relieve Contractor of his sole and complete responsibility for
safety conditions on the Site.”
Section 7-10.4.1 shall be amended also to add the following to the beginning of the second
full paragraph:
“Pursuant to Labor Code Section 6705, if the Contract Price exceeds $25,000 and if the Work
governed by this Contract entails excavation of any trench or trenches five (5) feet or more in depth,
Contractor shall comply with all applicable provisions of the Labor Code, including Section 6705,
regarding sheeting, shoring and bracing.”
7-10.4.3 Special Hazardous Substances and Processes. Section 7-10.4.3 shall be amended
to add the following to the end of that Section:
“As required by Public Contract Code Section 7104, if this Contract involves digging
trenches or other excavations that extend deeper than four (4) feet below the surface, Contractor
shall promptly, and prior to disturbance of any conditions, notify City of: (1) any material
discovered in excavation that Contractor believes to be a hazardous waste that is required to be
removed to a Class I, Class II or Class III disposal site; (2) subsurface or latent physical conditions at
the site differing from those indicated by City; and (3) unknown physical conditions of an unusual
nature at the site, significantly different from those ordinarily encountered in such contract work.
Upon notification, City shall promptly investigate the conditions to determine whether a change
order is appropriate. In the event of a dispute, Contractor shall not be excused from any scheduled
completion date and shall proceed with all Work to be performed under the Contract, but shall retain
all rights provided by the Contract or by law for making protests and resolving the dispute.”
7-11 PATENT FEES OR ROYALTIES.
Section 7-11 of the Standard Specifications shall be amended in its entirety to read as
follows:
GENERAL PROVISIONS - 31
“The Contractor shall include in its bid amount the patent fees or royalties on any patented
article or process furnished or used in the Work. Contractor shall assume all liability and
responsibility arising from the use of any patented, or allegedly patented, materials, equipment,
devices or processes used in or incorporated with the work, and shall defend, indemnify and hold
harmless the City, its officials, officers, agents and employees from and against any and all
liabilities, demands, claims, damages, losses, costs and expenses, of whatsoever kind or nature,
arising from such use.”
.
7-13 LAWS TO BE OBSERVED.
Section 7-13 of the Standard Specifications shall be revised in its entirety to read as follows:
“The Contractor shall keep itself fully informed of all existing and future State, Federal and
local laws, rules and regulations, which in any manner affect those engaged or employed in the
Work, or the materials used in the Work, or which in any affect the conduct of the Work, and of all
such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same.
The Contractor shall at all times observe and comply with all such existing and future laws, rules,
ordinances, regulations, orders, and decrees of bodies or tribunals having any or all authority over
the Work, and shall defend, indemnify and hold harmless, at least to the extent of the
indemnification provisions of this Agreement, the Owner and its officials, officers, employees,
volunteers and agents, including, but not limited to, the Director of Public Works and the Owner
Engineer, against any claim or liability arising from, or based on, the violation or alleged violation of
any such law, rule, ordinance, regulation, order, or decree, whether by itself or its employees. The
Contractor shall particularly observe all laws, rules and regulations relating to the obstruction of
streets or the conduct of the Work, keeping open passageways and protecting the same where they
are exposed or dangerous to traffic. The Contractor shall at all times comply with such laws, rules
and regulations. If any discrepancy or inconsistency is discovered in the Plans, Drawings, Special
Provisions, or Contract for the Work in relation to any such law, rule, ordinance, regulation, order, or
decree, the Contractor shall forthwith report the same to the Engineer in writing.”
7-15 INDEMNIFICATION.
Section 7-15 shall be added to the Standard Specifications as follows:
“Contractor shall defend (with counsel of City’s choosing), indemnify and hold the City, its
officials, officers, employees, volunteers and agents free and harmless from any and all claims,
demands, causes of action, costs, expenses, liabilities, losses, damages or injuries, in law or equity,
to property or persons, including wrongful death, to the extent arising out of or incident to any acts,
omissions or willful misconduct of Contractor, its officials, officers, employees, agents, consultants
and contractors arising out of or in connection with the performance of the Work or this Contract,
including without limitation the payment of all consequential damages and attorneys fees and other
related costs and expenses. Contractor shall defend, at Contractor’s own cost, expense and risk, with
Counsel of City’s choosing, any and all such aforesaid suits, actions or other legal proceedings of
every kind that may be brought or instituted against City, its officials, officers, employees,
volunteers or agents. To the extent of its liability, Contractor shall pay and satisfy any judgment,
award or decree that may be rendered against City, its officials, officers, employees, volunteers or
agents, in any such suit, action or other legal proceeding. Contractor shall reimburse City, its
GENERAL PROVISIONS - 32
officials, officers, employees, volunteers or agents for any and all legal expenses and costs incurred
by each of them in connection therewith or in enforcing the indemnity herein provided. The only
limitations on this provision shall be those imposed by Civil Code Section 2782.”
7-16 CONCRETE FORMS, FALSEWORK AND SHORING.
Section 7-16 shall be added to the Standard Specifications as follows:
“Contractor shall comply fully with the requirements of Section 1717 of the Construction
Safety Orders, State of California, Department of Industrial Relations, regarding the design of
concrete forms, falsework, and shoring, and the inspection of same prior to the placement of
concrete. Where Section 1717 requires the services of a civil engineer registered in the State of
California to approve design calculations and working drawings of the falsework or shoring system,
or to inspect such system prior to the placement of concrete, Contractor shall employ a registered
civil engineer for these purposes, and all costs therefor shall be included in the Bid item price named
in the Contract for completion of the Work as set forth in the Contract Documents.”
- END OF SECTION -
GENERAL PROVISIONS - 33
SECTION 9 MEASUREMENT AND PAYMENT
9-2 LUMP SUM WORK.
Section 9-2 of the Standard Specifications shall be amended to add the following at the end
of that Section:
“On lump sum contracts, the Contractor shall submit, for approval by the Engineer, a
Schedule of Values, or lump sum price breakdown, which will serve as the basis for progress
payments and which shall be incorporated into a form of Application for Payment acceptable to the
Engineer. Such Schedule of Values shall be submitted for approval at the Pre-construction
Conference and must meet the approval of the Engineer before any payments can be made to the
Contractor.”
9-3 PAYMENT.
9-3.1 Payment. The last paragraph of Section 9-3.1 of the Standard Specifications shall be
deleted and replaced with the following two paragraphs:
“Contractor shall submit, with each of its billing invoices, a corrected list of quantities,
verified by the Engineer, for unit price items listed in the Bid Schedule. Following the City’s
acceptance of the Work as fully complete, the Contractor shall submit to the City for approval a
written statement of the final quantities of Contract items for inclusion in the final invoice. Upon
receipt of such statement, the City’s Representative shall check the quantities included therein and
shall authorize the Contractor to submit an invoice which, in the City Representative’s opinion, shall
be just and fair, covering the amount and value of the total amount of Work done by the Contractor,
less previous payments, applicable withholdings and retentions.”
“All retention proceeds shall be released and paid in strict accordance with Public Contract
Sections 7107 and 7201.”
Section 9-3.1 of the Standard Specifications shall be amended to also add the following at the
end of that Section:
“Payment for the various items on the Contract Bid Forms, as further specified in the
Contract, shall include all compensation to be received by the Contractor for furnishing all tools,
equipment, supplies, and manufactured articles, and for all labor, operations, and incidentals
appurtenant to the items of Work being described, as necessary to complete the various items of
Work, all in accordance with the provisions for Measurement and Payment in the Standard
Specifications and these General Conditions, and as shown on the Drawings, including all
appurtenances thereto. Compensation shall include all costs of compliance with the regulations of
public agencies having jurisdiction over the Work, including the Safety and Health Requirements of
the California Division of Industrial Safety and the Occupational Safety and Health Administration
of the U.S. Department of Labor (OSHA).”
“No separate payment will be made for any item that is not specifically set forth in the
Contract Bid Forms, and all costs therefor shall be included in the prices named in the Contract Bid
GENERAL PROVISIONS - 34
Forms for the various appurtenant items of work.”
9-3.2 Partial and Final Payments. Section 9-3.2 of the Standard Specifications shall be
amended to add the following at the end of that Section:
“For purposes of this Section, the monthly payment date shall be the last calendar day of each
month. In order for the City to consider and prepare for each monthly payment, the Contractor shall
submit a detailed measurement of Work performed and a progress estimate of the value thereof
before the tenth (10th) day of the following month. The City shall review and make payment on all
approved charges within the time required by Public Contract Code Sections 20104.5 et seq.”
“Acceptance of any progress payment accompanying any estimate without written protest
shall be an acknowledgment by the Contractor that the number of accumulated contract days shown
on the associated statement of working days is correct. Progress payments made by the Owner to the
Contractor or its sureties after the completion date of the Contract shall not constitute a waiver of
liquidated damages.”
“Subject to the provisions of Section 22300 of the California Public Contract Code, a 5
percent retention will be withheld from each payment. All invoices and detailed pay requests shall
be approved by the Engineer before submittal to the Owner for payment. All billings shall be
directed to the Engineer.”
“Pursuant to Section 22300 of the California Public Contract Code, In accordance with
California Public Contract Code Section 22300, the City will permit the substitution of securities for
any monies withheld by the City to ensure performance under the Contract. At the request and
expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the
City, or with a state or federally chartered bank in California as the escrow agent, and thereafter the
City shall then pay such monies to the Contractor as they come due. Upon satisfactory completion
of the Contract, the securities shall be returned to the Contractor. The Contractor shall be the
beneficial owner of any securities substituted for monies withheld and shall receive any interest
thereon. The escrow agreement used for the purposes of this Section shall be in the form provided by
the City.”
“The Contractor shall submit with each invoice the Contractor’s conditional waiver of lien
for the entire amount covered by such invoice, as well as a valid unconditional waiver of lien from
the Contractor and all subcontractors and materialmen for all work and materials included in any
prior invoices. Waivers of lien shall be in the forms prescribed by California Civil Code Section
3262. Prior to final payment by the Owner, the Contractor shall submit a final waiver of lien for the
Contractor’s work, together with releases of lien from any subcontractor or materialmen.”
- END OF SECTION
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET PROJECT No. 21029
PART "B"
SUPPLEMENTAL GENERAL CONDITIONS
SUPPLEMENTARY GCs-1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT FROM MISSION DR TO WELLS STREET
PROJECT No. 21029 SUPPLEMENTARY GENERAL CONDITIONS 10-1 GENERAL
10-1.1 Description of Work The Work comprises the furnishing all materials, equipment, tools, labor and incidentals as required by the Specifications, and Contract Documents for the above stated project.
The general items of work to be performed hereunder consist of minor grading and
earthwork, of installation of new, removal, repair and/or replacement of curbs, gutters, driveway approaches, sidewalks, ADA access ramps, fences and walls, striping and markings, removing of existing trees, and planting new trees, landscape and hardscape and all associated work as identified on Delta Avenue between Mission Drive and Wells
Street. If the City decided to add alternate bid schedule to the contract, work will also
include cold mill and overlay existing pavement on Delta Avenue between Mission Drive and Wells Street. 10-1.2 Quantities - The estimate of quantities of work is approximate only, being given as basis
for the compilation of bids, and the City of Rosemead does not expressly or by
implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer. In such case the contract unit price shall prevail subject to the requirements of Subsection 3-
2.2.1 of the Standard Specifications.
All work incidental to this project, as described on the drawings and/or this specification shall be considered as included within the scope of the work. The bid prices submitted by the contractor shall include the cost of said incidentals, even though such incidentals
are not specifically mentioned in the preceding description of work to be done or in the
proposal form. 10-1.3 Equals - Whenever the names of specific products are designated in the details appearing on the drawings or in the specifications, the intent is to state the general type and quality
of the products desired, without the intention of ruling out the use of other products of
equal type and quality. If the successful contractor wishes to make substitutions of the products specified, he must make an application in writing to the Engineer prior to the acceptance and installation into the project with a complete description of the alternate products and a statement with regard to the saving to the owner, if any, in case the
substitution would be permitted. The Engineer will have the right to make the final
decision in these cases and to insist on use of particular brands of products shown on the drawings or in the specifications, if, in his opinion, such brands will be preferable to the Engineer, in lieu of the requested substitutions.
SUPPLEMENTARY GCs-2
10-1.4 Installation of Equipment - All materials and workmanship shall be in accordance with the manufacturer’s specifications and instructions.
10-2 PROSECUTION, PROGRESS, AND ACCEPTANCE OF WORK Prosecution, progress, and acceptance of work shall conform to Section 6 of the Standard Specifications with the following special conditions:
a. Beginning and Completion of Work: The contract time allowed for completion of the project is HUNDRED TWENTY (120) working days including material procurement. Work on this project shall commence no later than ten (10) days from the date of Notice to Proceed.
b. The contractor shall submit to the Engineer a time schedule of work for the various sequences of the major operations. Said schedule shall be submitted at least 5 working days prior to the beginning of work and shall be subject to the approval of the Engineer.
c. Working hours on this project shall be limited to 7:00 a.m. to 5:00 p.m. with no work on Saturdays, Sundays, Holidays, and alternate Fridays in which City Hall is closed. Except when authorized by the Director of Public Works or City Engineer.
d. Inspection: The City shall provide inspection for an 8-hour day for normal working days. The City will deduct from the contractor’s invoice an amount equal to $120 per hour for inspection in excess of the foregoing, including legal holidays, City Hall closed Fridays, and weekends.
e. Weight master certificates are source documents and it is the contractor’s responsibility to collect the material tickets from the drivers at the delivery point, sign and date them and submit to the City Inspector.
f. Contractor shall notify all property owners within the project limits of all
activities; written notification shall be delivered to properties at least forty-eight (48) hours in advance of any activity. g. The contractor and all subcontractors shall attend a pre-construction meeting at
the time, date, and place determined by the City.
h. The contractor and all subcontractors shall obtain a Rosemead Business License prior to the start of work.
10-3 STANDARD SPECIFICATIONS
The work embraced herein shall be done in accordance with the "Standard Specifications for Public Works Construction (Greenbook)," latest edition, including all supplements, and applicable provisions of Caltrans Standard Specifications, latest edition.
SUPPLEMENTARY GCs-3
In case of conflict between the Standard Specifications and the Special Provisions, the
Special Provisions shall take precedence over and be used in lieu of such conflicting
portions. 10-4 CONSTRUCTION YARD
It shall be the contractor's responsibility to locate any storage sites for materials and
equipment needed, and such sites must be approved in advance by the City Engineer. When storage sites are located on private properties, the contractor shall be required to submit to the City Engineer written approval from the record owner authorizing the use of his property by the contractor, and contractor shall bear all the cost involved, and
provide necessary insurance requirements. If contractor chose one of the City owned.
The contractor accepts sole liability for the yard during the time, which it is occupied. The contractor agrees to indemnify and hold harmless the City and ARA during the period which the contractor occupies the site. The yard shall be fenced with City-
approved temporary chain link fence and gate(s). The yard shall be secured at all times.
The Contractor shall be responsible for required utilities, if available. The Contractor shall store all materials in a manner, which complies with manufacturer's recommendations and/or legal requirements.
The yard shall be maintained in a manner consistent with surrounding properties. After the project is constructed, the Contractor shall move off of the yard and return the yard to a condition similar to before he moved on the yard.
In order to assure these requirements are met, the Contractor shall have an independently prepared environmental report prepared prior to Contractor mobilization and after final cleanup. Contractor and all subcontractors shall not be permitted to place any signage or
advertising signs on the site unless city's written approval is obtained. 10-5 UTILITIES The contractor will obtain the locations of underground facilities from the utility
companies at least twenty-four (24) hours prior to commencing construction in such
areas. At all time the contractor shall be responsible for the protection of such facilities and shall be held liable for damage to utilities during construction. The contractor is responsible to call Underground Service Alert at 811 at least 72 hours prior to commencing any work.
10-6 CONSTRUCTION WATER It shall be the responsibility of the contractor to furnish an adequate supply of water for construction use.
SUPPLEMENTARY GCs-4
10-7 AIR AND WATER POLLUTION
The Contractor shall be required to conform to all current regulations of the South Coast Air Quality Management District. The Contractor shall also conform to Section 402(p) of the 1972 Clean Water Act which establishes a framework for the regulation of municipal, industrial and construction stormwater discharges under the National Pollutant
Discharge Elimination System (NPDES) program.
10-8 HAZARDOUS MATERIAL NOTIFICATION A material Safety Data Sheet (MSDS) is required by the City of Rosemead for all
hazardous materials which are brought on site by the Contractor. A MSDS is required for
any product which may contain hazardous materials. The contractor must alert the City Engineer of the quantity and type of hazardous material which will be brought on site. The MSDS sheets must be submitted to the City Engineer at least two (2) business days prior to starting work. The City Engineer may require the City Safety Officer or his
designee to review the MSDS for approval of use.
The contractor shall be responsible for notifying Underground Service Alert (800) 422-4133 and all utility companies having substructures within the limits of the job. This shall be done at least 72 hours prior to commencing construction.
10-9 PUBLIC CONVENIENCE AND SAFETY The contractor shall conduct his operations to comply with the provisions of section 7-10 of the Standard Specifications. Traffic Control shall comply with the Work Area Traffic
Control Handbook of the American Public Works Association (WATCH Manual), latest
edition. After award of the contract, the contractor shall submit to the Engineer his proposed schedules for lane closing and his methods of traffic control to comply with the
requirements specified herein below. This submittal shall be made sufficiently in
advance of any rerouting or diversion of traffic by the contractor to allow for a review of the contractor's proposed traffic control. Any shifting of traffic from one lane to another which is necessary in order to maintain
the required number of lanes, shall be directed in such a manner that traffic may move
smoothly across the work without any sudden changes from one lane to another. Toward this end the minimum taper allowed for detouring the traffic from one lane to another shall be 20:1.
The contractor shall provide, throughout the period of construction, all signs which may
be deemed necessary for the safe and orderly conduct of vehicular traffic as directed by the Engineer. All barricades used as warning and guiding devices shall bear the name of the contractor in legible letters. Flashing arrow board(s) shall be required throughout the construction period.
SUPPLEMENTARY GCs-5
Traffic lanes shall have a minimum width of twelve (12) feet and minimum clearance of
two (2) feet from curbs, poles and similar obstructions, and two (2) feet from any
excavation, unless otherwise specified. One lane each direction shall be maintained at all times. Transitions of differential road surfaces shall be maintained according to SSPWC sect.
Spillage resulting from hauling operations along any public traveled way shall be removed immediately by the contractor. Traffic shall not be allowed on the street until the initial sweeping is complete.
Contractor shall provide access to the existing driveways at all times. Contractor will close only one driveway at any time to properties having more than one driveway. 10-10 PAYMENT
Payment shall be made in accordance with Section 9 of the Standard Specifications. Payment will be made at the lump sum prices or unit prices as stipulated in the Bid Proposal and will include full compensation for furnishing all labor materials, tools and equipment and doing all the work involved in completion of the bid items. 5 % retention
will be paid 35 days after Notice of Completion was recorded.
10-11 SURVEY MONUMENTS See Section 2-9 Surveying of the General Provisions Page – 7.
10-12 CLEAN-UP Upon completion of the work and before the final estimate is submitted, the Contractor shall, at his own expense, remove from the vicinity of the work all plant, buildings,
rubbish, unused materials, concrete forms and other materials or equipment belonging to
or used by him or any subcontractor on the work. In the event of failure to so remove, the same may be removed and disposed of by the City at the Contractor's expense. 10-13 GUARANTEE
The contractor hereby guarantees for a period of one year that the entire work constructed by him under this contract will meet fully all requirements thereof as to quality of workmanship and of materials furnished by him. The contractor hereby agrees to make at his own expense any repairs or replacements made necessary by defects in materials or
workmanship supplied by him that becomes evident within the time specified after filing
of the Notice of Completion of the work by the Engineer, and to restore to full compliance with the requirements of these specifications, including the test requirements set forth herein for any part of the work constructed hereunder, which during said period is found to be deficient with respect to any provision of the specifications. The contractor
SUPPLEMENTARY GCs-6
also agrees to defend, indemnify and hold the Owner, its officers and employees, harmless from claims of any kind arising from damage due to said defects. The
contractor shall make all repairs and replacements promptly upon receipt of written
orders for same from the Engineer. If the contractor fails to make the repairs and replacements promptly, the owner may doe the work and the contractor and his surety shall be liable to the owner for the cost thereof.
Upon termination of the Contractor's guarantee any manufacturers' guarantees held by
him shall be delivered to the owner. The guarantees and agreements set forth in this section shall be secured by a surety bond which shall be delivered by the Contractor to the Owner before the notice of completion
shall be filed by the Public Works Director. Said bond shall be in an approved form and
executed by a surety company or companies satisfactory to the owner, in the amount of ten percent (10%) of the contract price. Said bond shall remain in force for a period of one year from the date of filing of the Notice of Completion. Instead of providing a surety bond, the contractor may, at his option, provide for the Faithful Performance Bond
furnished under the contract to remain in force for said amount until the expiration of the
required period. 10-14 SANITATION
All portions of the work shall be maintained at all times in sanitary condition. The
contractor shall provide adequate toilet facilities for all workmen and representatives of the owner employed on the work. Such facilities shall be subject to the acceptance of the owner as to location and type. The contractor shall maintain the same in sanitary condition from the beginning of the work until completion and then shall remove the
facilities and disinfect the premises if necessary. The contractor shall be responsible for
alleviating all dust and nuisance conditions occasioned by his work. Each day, at the completion of the day's work, the entire trench area and adjacent streets shall be swept and cleaned to the satisfaction of the City Engineer or his appointed
representative. The contractor shall cover all storm drain catch basins during excavation
and sweeping operations to prevent excavated materials from entering the catch basins. 10-15 SITE MAINTENANCE
1.01 General. The Contractor shall maintain the construction site in a neat and orderly
condition, free from trash and waste construction materials at all times. Unattended construction materials, equipment, and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance or danger due to rain, wind, or other forces of nature.
The Contractor shall provide and maintain enclosed toilets for the use of employees
engaged in the work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps.
SUPPLEMENTARY GCs-7
The Contractor shall provide proper barricades with flashing lights properly working and temporary fencing to insure a safe construction site. The Contractor shall maintain the
work site in a manner that assures adequate access to workers and other authorized
personnel. The Contractor shall provide proper traffic control in all construction areas.
1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to
abate undue dust. Application of water for dust control shall be under the control of the Engineer and shall be applied in the amounts and at locations designated by the Engineer or other City Representatives.
1.03 Control of Water. The Contractor shall work in a manner that does not prevent
storm or other water from flowing uninterrupted along the existing street drainage courses. Diversion of water for short reaches to protect construction may be permitted if public or private properties are not threatened with damage. Should such diversions be necessary, the Contractor shall obtain written permission from the applicable public
agency or property owner before the Engineer will permit any diversion of water outside
rights-of-way or normal drainage courses. 1.04 Protection of Existing Improvements. Construction operations shall be conducted in a manner that assures all permanent facilities and improvements, as well as temporary
improvements which remain during the life of this contract, are not subject to vertical
settlement or horizontal movement. The Contractor shall work around all existing utility facilities. During construction the Contractor shall cooperate with the owners of any utility that has manholes, vaults, valve covers or any other facilities within the construction area. These facilities shall be completely protected by the Contractor. The
Contractor shall exercise care to prevent asphalt material from being deposited on
concrete surfaces. Unless otherwise specified, all costs for protection of existing improvements shall be absorbed in the various items of work and no separate payment shall be made for them.
1.05 Restoration of Existing Improvements. All existing improvements removed or
damaged during construction shall be reconstructed in accordance with the applicable provisions of the Standard Specifications for Public Works Construction, 2012 Edition, (hereinafter referred to as the Standard Specifications). The Contractor shall replace or restore existing improvements to their original condition to the satisfaction of the
Engineer at no expense to the City.
1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste material shall become the property of the Contractor and shall be disposed of by the Contractor outside the limits of work in accordance with the applicable ordinances
and regulations of governmental agencies having jurisdiction.
1.07 Final Clean Up. After completion of all other work required under the contract, the Contractor shall, at no expense to the City, clean up the work site including any and all properties used by the Contractor during construction to the satisfaction of the Engineer.
SUPPLEMENTARY GCs-8
The Contractor shall remove and dispose of all excess materials. The Contractor shall repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or
nature which has been moved, damaged or altered in any way by the Contractor’s
operations. The Contractor shall return all roadway and adjoining surfaces to their original condition and appearance. The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing
asphalt pavement or concrete pavement during paving operations. The Contractor shall
slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on the concrete pavement, Contractor shall sand blast the affected area to its original condition and to the satisfaction of the Engineer or City Representatives at no additional
cost. Any and all of these requirements shall be at the Contractor’s expense.
1.08 Payment. No separate payment will be made for Site Maintenance. All costs for furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the
prices bid for the various contract items of work.
10-16 CLEARING AND GRUBBING 2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items: A. Maintaining dust control at all times by watering and sweeping.
B. Providing traffic control and maintaining access, security and safety including all
signs, barricades, flashers, covers, plates and chain link fencing as specified elsewhere in these specifications. C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve
covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other existing
structures. D. Removing, storing, and replacing removable and portable items and their safe handling and keeping.
E. Providing temporary pumps, conduits, and any other necessary means to convey waste waters in order to bypass the construction as needed and as approved by the Engineer.
F. Saw cutting Portland cement concrete and asphalt concrete pavement for
construction of smooth and straight joins. G. Providing shoring, sheeting, bracing, etc. for excavations.
SUPPLEMENTARY GCs-9
H. Removing, relocating and replacing all sprinkler lines, heads, valves, and other landscaping items interfering with the construction of improvements.
I. Removing and disposing of all existing improvements interfering with the construction of new improvements and/or as required elsewhere in these specifications and not included in other bid items.
J. Restoring landscaping or any other miscellaneous improvements damaged during
construction. K. Removing, replacing, backfilling, and compacting miscellaneous earthwork resulting from removing existing improvements that are not replaced and where
excavations were made for concrete forming.
L. Backfilling areas with clean topsoil; grading to join elevation of newly constructed curb, sidewalk, and driveway approach; and seeding, watering, and caring for rye grass or approved equal by the Engineer until the grass is established.
M. Providing all necessary means to prevent tracking of asphalt oil on existing or new asphalt pavement including a water truck during the paving operation and for restoring areas where asphalt oil was spilled.
N. Coordinating the construction with all utility companies.
O. Obtaining permit from the appropriate water company for connection to fresh water source and delivering water to the point of use and assuming payment of all fees and payment for water used.
2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price under Bid Item No. 1. Payment of the lump sum price bid shall include full compensation for furnishing all labor, materials, tools, and equipment, and doing all work involved in Clearing and Grubbing as specified above and as directed by the Engineer.
10-17 CONTRACTOR’S RESPONSIBILITIES BEFORE COMMENCEMENT OF THE PROJECT 3.01 General. Due to the nature of this project involving some inconveniences, the
Contractor shall respond to all complaints associated with the project that include any
alleged damage to private property and/or vehicles, within 24 hours of notification. Failure to comply with this provision will result in an additional penalty of $50.00 per occurrence. The City reserves the right, after 24 hours of notification, to respond to the complaint and repair the alleged damage. The Contractor shall reimburse the City for all
costs involved in addressing the complaint, including any administrative costs incurred
by the City. 3.02 Notification of Affected Owners or Businesses. The Contractor shall distribute notices informing those affected that construction will be performed in proximity to their
SUPPLEMENTARY GCs-10
property. The notice shall be distributed not less than 48 hours before commencement of work. The Contractor shall provide a sample notification to the Engineer for approval.
3.03 “NO PARKING” Signs. The Contractor shall post temporary “NO PARKING” signs at no cost to the City. The “NO PARKING” signs will be in place not less than 48 hours prior to performing the work.
3.04 Payment. No separate payment will be made for Contractor’s Responsibilities
Before Commencement of the Project. All costs for furnishing all labor, materials, tools, and incidentals and doing all the work involved, as specified herein and as directed by the Engineer, shall be included in the prices bid for the various contract items of work.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
PART "C"
TECHNICAL PROVISIONS
TECHNICAL PROVISIONS TP-1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
TECHNICAL PROVISIONS
TP 1 - SITE MAINTENANCE
1.01 General. The Contractor shall maintain the construction site in a neat and orderly condition,
free from trash and waste construction materials at all times. Unattended construction materials,
equipment, and trash shall be left in a manner to not constitute a fire hazard nor become a nuisance
or danger due to rain, wind, or other forces of nature.
The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the
work. These accommodations shall be maintained in a neat and sanitary condition. They shall also
comply with all applicable laws, ordinances, and regulations pertaining to public health and
sanitation of dwellings and camps.
The Contractor shall provide proper barricades with flashing lights properly working and temporary
fencing to insure a safe construction site. The Contractor shall maintain the work site in a manner
that assures adequate access to workers and other authorized personnel.
The Contractor shall provide proper traffic control in all construction areas.
1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to abate
undue dust. Application of water for dust control shall be under the control of the Engineer and
shall be applied in the amounts and at locations designated by the Engineer or other City
Representatives.
1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm or other
water from flowing uninterrupted along the existing street drainage courses. Diversion of water for
short reaches to protect construction may be permitted if public or private properties are not
threatened with damage. Should such diversions be necessary, the Contractor shall obtain written
permission from the applicable public agency or property owner before the Engineer will permit any
diversion of water outside rights-of-way or normal drainage courses.
1.04 Protection of Existing Improvements. Construction operations shall be conducted in a
manner that assures all permanent facilities and improvements, as well as temporary improvements
which remain during the life of this contract, are not subject to vertical settlement or horizontal
movement. The Contractor shall work around all existing utility facilities. During construction the
Contractor shall cooperate with the owners of any utility that has manholes, vaults, valve covers or
any other facilities within the construction area. These facilities shall be completely protected by
the Contractor. The Contractor shall exercise care to prevent asphalt material from being deposited
on concrete surfaces. Unless otherwise specified, all costs for protection of existing improvements
shall be absorbed in the various items of work and no separate payment shall be made for them.
TECHNICAL PROVISIONS TP-2
1.05 Restoration of Existing Improvements. All existing improvements removed or damaged
during construction shall be reconstructed in accordance with the applicable provisions of the
Standard Specifications for Public Works Construction, 2009 Edition, (hereinafter referred to as the
Standard Specifications). The Contractor shall replace or restore existing improvements to their
original condition to the satisfaction of the Engineer at no expense to the City.
1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste
material shall become the property of the Contractor and shall be disposed of by the Contractor
outside the limits of work in accordance with the applicable ordinances and regulations of
governmental agencies having jurisdiction.
1.07 Final Clean Up. After completion of all other work required under the contract, the
Contractor shall, at no expense to the City, clean up the work site including any and all properties
used by the Contractor during construction to the satisfaction of the Engineer. The Contractor shall
remove and dispose of all excess materials. The Contractor shall repair, replace, or restore, to the
satisfaction of the Engineer, all property of any type or nature which has been moved, damaged or
altered in any way by the Contractor’s operations. The Contractor shall return all roadway and
adjoining surfaces to their original condition and appearance.
The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing asphalt
pavement or concrete pavement during paving operations. The Contractor shall slurry (quick set
emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all asphalt pavement area
where asphalt oil was accidentally tracked. If tracking is left on the concrete pavement, Contractor
shall sand blast the affected area to its original condition and to the satisfaction of the Engineer or
City Representatives at no additional cost. Any and all of these requirements shall be at the
Contractor’s expense.
1.08 Payment. No separate payment will be made for Site Maintenance. All costs for furnishing
all labor, materials, tools, dump fees, and incidentals and doing all the work involved, as specified
herein and as directed by the Engineer, shall be included in the prices bid for the various contract
items of work.
TP- 2 - CLEARING AND GRUBBING
2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and Grubbing” of
the Standard Specifications. In addition, the following items of work are included under Clearing
and Grubbing, unless otherwise covered by specific bid items:
A. 2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are included
under Clearing and Grubbing, unless otherwise covered by specific bid items:
In conformance with the California Integrated Waste Management Act of 1989 (AB-939), the City
will require that all construction materials and dirt removed from the project site be deposited at a
recycling center. Certification from the recycling center will be required as part of this bid item.
A. Maintaining dust control at all times by watering.
TECHNICAL PROVISIONS TP-3
B. Providing traffic control and maintaining access, security and safety including all signs,
barricades, flashers, covers, plates and chain link fencing as specified elsewhere in these
specifications. Contractor shall provide a Traffic Control Plan prepared and stamped by a
Registered Traffic Engineer for City Approval.
C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve covers,
walls, fences, curbs, fire hydrant, telephone and power poles, and other existing structures.
D. Removing, storing, and replacing removable and portable items and their safe handling and
keeping.
E. Providing temporary pumps, conduits, and any other necessary means to convey waste waters
in order to bypass the construction as needed and as approved by the Engineer.
F. Saw cutting Portland cement concrete and asphalt concrete pavement for construction of
smooth and straight joins.
G. Removing, relocating and replacing all sprinkler lines, heads, valves, and other landscaping
items interfering with the construction of improvements.
H. Removing and disposing of all existing improvements interfering with the construction of
new improvements and/or as required elsewhere in these specifications and not included in
other bid items.
I. Restoring landscaping or any other miscellaneous improvements damaged during
construction.
J. Removing, replacing, tree pruning, backfilling, and compacting miscellaneous earthwork
resulting from removing existing improvements that are not replaced and where excavations
were made for concrete forming.
K. Backfilling areas with clean topsoil; grading to join elevation of newly constructed curb,
parkway, sidewalk, and driveway approach; and seeding, watering, and caring for rye grass
or approved equal by the Engineer until the grass is established.
L. Providing all necessary means to prevent tracking of asphalt oil on existing or new asphalt
pavement during the paving operation and for restoring areas where asphalt oil was spilled.
M. Coordinating the construction with all utility companies.
N. Obtaining permit from the appropriate water company for connection to fresh water source
and delivering water to the point of use and assuming payment of all fees and payment for water
used.
O. Providing construction signs as specified in the Special Provisions of these specifications.
TECHNICAL PROVISIONS TP-4
P. Storing construction equipment and materials.
Q. Providing enclosed toilets.
R. Obtain services of a Land Surveyor to perform construction staking services of grading and
horizontal control.
S. Tree removal and Reuse
T. Temporary adjustment of the existing Mailbox. Contractor shall temporarily install
mailboxes behind the work limits during construction to ensure home continues to receive
mail delivery.
2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price under
Bid Item No. 1. Payment of the lump sum price bid shall include full compensation for furnishing
all labor, materials, tools, and equipment, and doing all work involved in Clearing and Grubbing as
specified above and as directed by the Engineer.
TP 3 - CONTRACTOR’S RESPONSIBILITIES BEFORE COMMENCEMENT OF
THE PROJECT
3.01 General. Due to the nature of this project involving some inconveniences, the Contractor shall
respond to all complaints associated with the project that include any alleged damage to private
property and/or vehicles, within 24 hours of notification. Failure to comply with this provision will
result in an additional penalty of $50.00 per occurrence. The City reserves the right, after 24 hours
of notification, to respond to the complaint and repair the alleged damage. The Contractor shall
reimburse the City for all costs involved in addressing the complaint, including any administrative
costs incurred by the City.
3.02 Notification of Affected Owners or Businesses. The Contractor shall distribute notices
informing those affected that construction will be performed in proximity to their property. The
notice shall be distributed not less than 24 hours before commencement of work. The Contractor
shall provide a sample notification to the Engineer for approval.
3.03 “NO PARKING” Signs. The Contractor shall post temporary “NO PARKING” signs at no
cost to the City. The “NO PARKING” signs will be in place not less than 24 hours prior to
performing the work.
3.04 Payment. No separate payment will be made for Contractor’s Responsibilities Before
Commencement of the Project. All costs for furnishing all labor, materials, tools, and incidentals
and doing all the work involved, as specified herein and as directed by the Engineer, shall be included
in the prices bid for the various contract items of work.
TECHNICAL PROVISIONS TP-5
TP 4 - EARTHWORK, ROADWAY EXCAVATION AND FILL
4.01 General. Earthwork, Roadway Excavation and Fill shall include excavating, removing,
hauling, disposing, and placing in fill embankment, using approved materials, to the subgrade
elevation indicated on the Plans. Roadway excavation shall include removal of existing soil
material, asphalt concrete pavement, Portland cement concrete pavement, roadway base material,
curb, sidewalk, and driveway approaches. The work shall also include compacting original ground,
providing and placement of fill material, overhauling, finishing roadway subbase, and miscellaneous
grading. Earthwork, subgrade preparation, and finishing roadway shall conform to the applicable
requirements of Section 300, “Earthwork” and other pertinent sections of the Standard Specifications
for the various items involved and the following requirements.
The Contractor shall protect all work from inclement weather at all times. In the event of any storm
during construction, the Contractor shall provide means to divert runoff water carrying silts, debris,
etc., from entering the storm drain system as required by the Clean Water Act and the NPDES.
4.02 Subgrade Preparation. Subgrade preparation shall conform to the provisions of Section 301,
“Treated Soil, Subgrade Preparation, and Placement of Base Material” of the Standard
Specifications. Subgrade shall be compacted as specified in Section 301-1.3, “Relative
Compaction” of the Standard Specifications. Finished subgrades shall not deviate more than 0.02
feet from the theoretical grading plane.
4.03 Unsuitable Material. To the best of the Engineer’s knowledge, no unsuitable material will be
encountered below the grading plane on this project. However, should unsuitable material be
encountered, it shall be removed and replace with select material from the site at the direction of the
Engineer all in accordance with the provisions of Section 5 of the Technical Provisions of these
Specifications.
4.04 Fill. Fill shall be placed in lifts compatible with the type of compaction equipment used but
no greater than 8 inches in thickness, and shall be compacted to a minimum relative compaction of
95 percent relative compaction as specified in Section 301-1.3 of the Standard Specifications. Each
fill lift shall be treated in a similar manner. Subsequent lifts shall not be placed until the preceding
lift has been approved by the Engineer. Fill soils shall consist of excavated onsite soil or imported
soil approved by the soils engineer. All organic or deleterious material shall be removed from the
fill material prior to placement and compaction. All imported fill shall be granular and non-
expansive or of low expansion potential (plasticity index less that 15%). Rocks, asphalt concrete,
and Portland cement concrete larger than 4 inches in diameter shall not be used unless they are
sufficiently broken down.
4.05 Safety Precautions. All excavation shall be performed, protected, sheeted, shored, braced,
and otherwise supported as required for safety and in the manner set forth in the operation rules,
orders, and regulations prescribed by the Division of Industrial Safety of the State of California.
Barriers shall be placed in such locations as necessary along excavations to warn all pedestrian and
vehicular traffic of such excavations.
4.06 De-Watering. The Contractor shall provide and maintain at all times during construction,
ample means and devices to promptly dispose of all water from any source entering structural
TECHNICAL PROVISIONS TP-6
excavation, conduit trenches, or other excavations. De-watering shall be accomplished by methods
which will insure a dry excavation, the preservation of final grades, and proper soil conditions.
4.07 Disposal of Excess Excavated Material. All excess excavated material shall become the
property of the Contractor and shall be removed from the site and disposed of by the Contractor at
no expense to the City.
4.08 Payment. Payment will be made at the lump sum price bid under Bid Item 3 for Earthwork,
Roadway Excavation And Fill. All costs for furnishing all labor, materials, tools, and incidentals
and doing all the work involved, as specified herein and as directed by the Engineer, shall be included
in the prices bid for the various contract items of work.
TP 5 – COMPACTED SELECTED FILL (If Applicable)
5.01 General. The subgrade under removed curb and gutter, sidewalk, driveway apron, curb ramp,
local depression, cross gutter, and street pavement shall be inspected prior to placing forms.
Unsuitable subgrade material, as determined by the Engineer, shall be removed and replace with
selected fill material and compacted to not less than 95 percent relative compaction as specified in
Section 301-1.3 of the Standard Specifications. The extent of removal and replacement shall be
determined by the Engineer.
5.02. No separate payment will be made for Compacted Selected Fill. All costs for furnishing all
labor, materials, tools to remove the unsuitable subgrade, place and compact selected fill, and
complete the work specified, and incidentals and doing all the work involved, as specified herein and
as directed by the Engineer, shall be included in the prices bid for the various contract items of work.
TP 6 - SHORING FOR EXCAVATION
6.01 General. The Contractor shall conform to requirements of State of California Labor Code
Section 6500. The Contractor shall obtain approval from the State Division of the Industrial Safety
and/or OSHA for shoring to be used in the inspection of the project.
6.02 Payment. No separate payment will be made for Shoring for Excavation. All costs for
furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in
furnishing, installing, and removing shoring for excavations, as specified herein and directed by the
Engineer shall be included in the prices bid for the various contract items of work.
TP 7 - REMOVAL, HAULAWAY, AND DISPOSAL OF MATERIALS
7.01 General. The Contractor shall remove, haulaway, and dispose of all existing AC pavement,
PCC Pavement, curb, curb and gutter, sidewalk, driveway, storm drain pipe (CMP), catch basins,
sewer pipes, and other improvements including barrier poles, landscaping, trees, and irrigation
facilities as noted on the Plans and interfering with the new construction unless otherwise noted on
the Plans.
TECHNICAL PROVISIONS TP-7
7.02 Payment. Payment will be made at the lump sum price bid under Bid Item 2. Payment of
the lump sum bid price for furnishing labor, materials, tools, equipment and incidentals, and for doing
all work involved as specified herein and directed by the Engineer.
TP 8 – COLD MILLING ASPHALT CONCRETE PAVEMENT (If Applicable)
8.01 General. The contractor shall cold mill the existing asphalt concrete pavement as
dimensioned on the plan and as directed by the Engineer, all in accordance with Section 302-5.2,
“Cold Milling Asphalt Concrete Pavement” of the Standard Specifications.
8.02 Thickness of Cold Milling. The thickness of cold milling shall be as shown on the Plans and
corresponds to the thickness of the asphalt concrete overlay.
8.03 Payment. Payment for cold planning asphalt concrete pavement shall be made on square
foot basis and at the unit price bid under Alternate Bid Item 1. The unit prices paid shall include
full compensation for furnishing all labor, materials, tools, and equipment and doing all work as
specified herein and as directed by the Engineer, including removal and disposal of all loosened
material, sweeping, and dump fees.
TP-9 - COLD PLANING ASPHALT CONCRETE PAVEMENT
9.01 General. The Contractor shall cold plane the asphalt concrete pavement roadway area within
the limits of the project as dimensioned on the plan and as directed by the Engineer, all in accordance
with Section 302-1 “Cold Milling Asphalt Concrete Pavement” of the Standard Specifications.
Cold planning shall be as indicated on the plans.
9.02 Payment. Payment for cold planing asphalt concrete pavement shall be made on a square
foot basis and at the unit price bid under Alternate Bid Item No. 1. The unit prices paid shall
include full compensation for furnishing all labor, material, tools, and equipment and doing all work
as specified herein including removal and disposal of all loosened material, sweeping, dump fees,
and incidentals and doing all the work involved as specified herein and as directed by the Engineer.
TP 10 – ASPHALT CONCRETE PAVEMENT
10.01 General. Asphalt concrete pavement shall be ARHM-GG-C (PG 64-16) and D1 (PG 64-10)
and shall be constructed in accordance with Section 203, “Bituminous Materials” and Section 302-
5, “Asphalt Concrete Pavement” of the Standard Specifications and the Plans.
10.02 Asphalt Concrete. Asphalt concrete pavement shall be constructed in accordance with
Section 302-5, “Asphalt Concrete Pavement” of the Standard Specifications. Asphalt concrete to
be used by the Contractor as part of this work shall be C2-PG 64-10 or B-PG 64-10 or ARHM-GG-
C (PG 64-16) and D1 (PG 64-10)
10.03 Subgrade. Asphalt concrete pavement shall be constructed on crushed miscellaneous base as
indicated on the plans and over compacted native subgrade. Subgrade preparation for the pavement
shall be as specified in Section 4 of these Specifications.
TECHNICAL PROVISIONS TP-8
10.04 Clean Concrete Improvements After Asphalt Concrete Pavement. The Contractor shall
remove all asphalt concrete pavement overlay that spills onto the concrete curb gutter, cross gutter,
local depression and all other concrete improvements. Removal shall be done as soon as practical
after the asphalt concrete pavement has been laid. Any oil or other spillage onto concrete
improvements shall also be removed in a manner to leave them completely clean of any paving
material.
10.05 Payment. Payment for Asphalt Concrete will be made at the unit price bid under Bid Items
13 and Alternate Bid Item No. 2 and 3. The unit prices paid shall also include the crushed
miscellaneous base as indicated on the plans and full compensation for furnishing all labor, material,
tools, and equipment to complete the work specified herein and as directed by the Engineer, including
the costs for removal, disposal, and disposal fees. Subgrade preparation and cleaning of concrete
improvements will be included in the cost bid for Asphalt Concrete Pavement.
TP 11 - PORTLAND CEMENT CONCRETE AND MASONRY CONSTRUCTION
11.01 General. Portland cement concrete construction shall be in accordance with Section 201,
“Concrete, Mortar and Related Materials” and Section 303, “Concrete and Masonry Construction”
of the Standard Specification and as specified in the Standard Plans for Public Works Construction
(hereinafter referred to as Standard Plans) and details shown on the Plans. The work required includes
the removal and replacement of curb and gutter, sidewalk, curb ramps, driveway replacement, cross
gutter and local depression and the construction as shown on the Plans.
11.02 Concrete Mix. Concrete for curb and gutter, and local depression, shall be Class 520-C-
2500 concrete specified by class in accordance with Section 201-1.1.2, “Concrete Specified by Class
and Alternate Class” of the Standard Specifications.
11.03 Curb and Gutter. Concrete curb and gutter shall be constructed in conformance with Section
303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and
Driveways” of the Standard Specifications, shall be per Standard Plan 120-1 and details as indicated
on the Plans. Curb and gutter shall be constructed to grade specified on the Plans.
Curb and gutter shall not be poured monolithically with adjacent concrete improvements such as
sidewalk, driveway approach, curb ramp, etc. and shall be constructed on 4 inches of compacted
crushed miscellaneous base.
The Contractor shall remove and replace a minimum of a one-foot wide strip of asphalt pavement
beyond the edge of the gutter to accommodate the construction of the curb and gutter. Curb and
gutter constructed at driveway approach shall be poured separately from the apron and paid for
separately. Payment for curb and gutter shall include the crushed miscellaneous base under the curb
and gutter and the one-foot space beyond the edge of the gutter for the asphalt pavement.
After removing forms for curb and gutter construction at locations where planted parkway is
specified, the space behind the curb shall be filled with selected backfill material to the elevation of
the top of the curb prior to seeding as specified.
11.04 Sidewalk. Concrete sidewalk shall be constructed in accordance with Section 303-5,
TECHNICAL PROVISIONS TP-9
“Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and Driveways”
of the Standard Specifications and shall be per Standard Plans 112-1 and 113-1. All sidewalks shall
be 4 inches thick. Weakened plane joints shall be constructed at regular intervals following the
pattern of existing sidewalk adjacent to the sidewalk being replaced or in the immediate area.
Exposed roots within the subgrade area must be completely removed, voids backfilled and
compacted prior to placement of new sidewalk.
11.05 Local Depression. Portland cement concrete local depression shall be constructed in
accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection,
Access Ramps and Driveways” of the Standard Specification and shall be per Standard Plan 313-1.
All exposed edges shall be rounded to ½-inch radius. The thickness of the local depression shall be
8 inches constructed on compacted crushed miscellaneous base.
The asphalt concrete pavement shall be removed a distance of one foot around the local depression
to permit construction. The local depression shall be constructed on compacted crushed
miscellaneous base (Minimum 8 in. thick)
11.06 Concrete Pavement. Portland cement concrete local depression shall be constructed in
accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection,
Access Ramps and Driveways” of the Standard Specification and shall be per Standard Plan 132-2.
11.07 Curb Ramp. Concrete curb ramp shall be constructed in accordance with Section 303-5 of
the Standard Specifications and shall be per Standard Plan 111-2 and 112-1. In addition, the
depressed curb and gutter shall be constructed separately from the ramp. The Contractor shall
protect in place and adjust valve covers and other structures that may be within the curb ramps area
to new grade at locations indicated on the Plans. The Contractor shall include as part of the unit
price bid for the construction of curb ramps, curb and gutter along ramps, detectable warning
(truncated domes), the cost of removal of curb, sidewalk and asphalt and/or concrete pavement and
construction of the curb ramp and asphalt and/or concrete pavement for the entire area affected by
the construction of the curb ramp.
After removing forms for curb ramp construction, the space left by the form and the area beyond the
form that was disturbed due to construction shall be filled with selected backfill material to the
elevation of the back of the curb ramp and restored to the conditions prior to construction.
Cost for curb ramps shall include the removal and replacement of additional sidewalk between BCR
and ECR (both locations). No additional payment will be made for additional sidewalk to be replaced
(if necessary) between BCR and ECR and shall be included as part of the Curb Ramp Bid Item.
11.08 Payment. Payment for Concrete Construction will be made at the unit price bids under Bid
Items No. 4, 5, 6, 7, 8, 12 & 14. The unit prices paid shall include full compensation for furnishing
all labor, materials, tools, and equipment to complete the work specified herein and as directed by
the Engineer, including the costs for removal, disposal, and disposal fees. The unit price bid for
curb and gutter includes the cost of crushed miscellaneous base under curb and gutter
TP 12- REINFORCED CONCRETE MASONRY BLOCK
TECHNICAL PROVISIONS TP-10
12 - GENERAL
12.1 SUMMARY
A. Section Includes:
1. Concrete block masonry.
2. Grouting of masonry.
3. Installing reinforcing steel bars in masonry.
B. Related Work Specified Elsewhere:
1. Furnishing and delivery of steel bar reinforcing for masonry.
2. Water repellent sealer.
12.2 SUBMITTALS
A. Mix Designs: Submit for mortar and grout.
12.3 JOB CONDITIONS
A. Inspect and verify surfaces to receive Work of this Section. Report all conditions
that prevent correct installation of masonry.
12.4 QUALITY ASSURANCE
A. Tolerances: Unit masonry shall be placed within 1/8" of dimensions noted. Reinforcement
shall be placed within tolerances recommended by ACI Detailing Manual, 1980 Edition,
Special Publication, SP-66.
B. REFERENCES, CODES AND STANDARDS: The following latest edition of the
references, codes and standards are hereby made a part of this Section and work shall conform
to the applicable requirements therein except as otherwise specified herein or shown on the
Drawings. Latest edition of references and codes adopted by the Governing Agency shall
apply. Nothing contained herein shall be construed as permitting work that is contrary to code
requirements.
1. California Building Code (CBC) latest edition.
2. ACI 530.1 – Latest Revision, “Specification for Masonry Structures”. PART 2
PRODUCTS
12.5 BASIC MATERIALS
A. Portland cement: UBC Std. 19-1/ASTM C150, Type I or II, low alkali; mortar cement or plastic
cement not permitted. Use one brand.
B. Hydrated lime: UBC Std. 21-13/ASTM C207, Type S.
C. Mortar sand: UBC Std. 21-14 and ASTM C144, minimum 4% passing No. 100 sieve, uniformly
graded fine to coarse.
D. Grout aggregates: UBC Std. 21-19 and ASTM C404, natural, Size No. 1 or No. 2 for fine
aggregate, Size No. 8 for coarse aggregate.
TECHNICAL PROVISIONS TP-11
E. Mortar admix: None without prior approval of Architect and Structural Engineer.
F. Grout admix: Sika Chemical Corp. GA Grout Aid, type as required; no substitution.
G. Color pigment: Pure ground mineral oxides, non-fading, alkali and lime proof, factory packaged,
not more than 3 pounds per sack of cement.
H. Control joint filler: Dur-O-Wal "Rapid Control Joint", wide flange unless regular flange is shown,
approved sizes.
12.6 CONCRETE BLOCK MATERIALS
A. General: Block shall be as indicated on the drawings and conform to ASTM C90, Grade N-1,
steam-cured or yard air cured for 28 days, meeting Quality Control Standards of Concrete Masonry
Association, natural cement color smooth faced units unless otherwise indicated or specified. Include
matching jamb, lintel, control joint, bond beam, wall cap, and other special shape, type, or size units
as required.
B. Colored Concrete Block: Same as above except integrally colored, color as selected from tan or
buff range of colors.
C. Slump Stone or Split-Face Concrete Block: Integrally colored of the color as selected from tan or
buff range of colors, with approved texture on all exposed faces and ends.
12.7 MORTAR AND GROUT PROPORTIONS AND MIXING
A. Strengths: Minimum compressive strengths, 1,800 psi for mortar and 2,000 psi for grout at 28
days unless noted otherwise.
B. Proportions: Accurately measure all mortar and grout by the volume method using calibrated
containers. Shovel measurements are not acceptable.
1. Mortar: Per 2103.3, one part portland cement, 3-1/2 to 4 parts sand based on dry loose
volume, and not less than 1/4-part nor over 1/2-part lime.
2. Grout: Per 2103.4, and as follows. Mix with enough water to produce consistency for pouring
without segregation.
3. Colored Mortar: Same as for mortar plus add color pigment to produce cured dry color
matching concrete unit color and the approved Sample.
C. Mixing: Place half of the required water and sand in an operating machine mixer; then add
portland cement, remainder of sand and water, and then hydrated lime. Machine mix not less than 5
minutes after all ingredients are charged.
D. Retempering: Retemper mortar within one hour after leaving the mixer and maintain high
plasticity. Add water in a basin formed in the mortar and rework mortar into water. Discard all mortar
that is not used within one hour or that has begun to initially set.
TECHNICAL PROVISIONS TP-12
EXECUTION
12.8 INSTALLATION OF CONCRETE BLOCK MASONRY
A. General: Lay out unit masonry to minimize cutting of units and use of odd joint sizes or bond.
Construct all masonry in accordance with Code and Concrete Masonry Association standards for
reinforced masonry. Place and embed in masonry anchors, bolts, reglets, sleeves, conduits, and all
other items furnished under other Sections, fully grouted in place. Work out details and be
responsible for size, position, and arrangement of embedded items and necessary openings. Cut units
by machine saw. Install only clean uncracked units.
B. Setting: Install masonry to preserve unobstructed vertical continuity of block cells. Full bed face
shells and cross webs in mortar. Fill header or end joints solid with mortar to a depth from face of
wall or unit not less than the thickness of the longitudinal face shells. Provide corner bond by lapping
units in successive vertical courses.
C. Cleanout Openings: Provide openings at the bottom of cells containing bar reinforcing, and at
each lift or pour of grout exceeding 48" height. Remove all overhanging mortar and other
obstructions or debris from the interior of block cells. Seal cleanouts with matching whole units and
mortar Joints
D. Reinforcing: Use deep-cut bond beam units at horizontal reinforcing bars. Install open end units
for vertical bars unless otherwise shown. Hold vertical reinforcing bars in correct position at top,
bottom, and intervals not over 160 bar diameters between, and secure in place with wood frames or
similar devices as required for proper alignment. Install horizontal reinforcement as erection
progresses, laps wire tied. Maintain a minimum 3/4" clear space between masonry and bars. Make
laps and splices in bars not less than 40 bar diameters unless otherwise indicated.
E. Grouting: Fill all cells with grout except where noted otherwise in the drawings. Pour in 4foot
lifts, waiting about 1-hour between lifts. Pour full height in each section of the wall in one work shift.
Consolidate grout by puddling or internal vibration, then reconsolidate about 10 minutes later before
plasticity is lost. Form horizontal construction joints by stopping the grout pour 1-1/2" below the top
of masonry units. High lift grout placement may be used at Contractor's option as approved by the
Architect and Structural Engineer and according to Code.
F. Bond and Joints: Lay units with 1/2-unit running bond, vertical joints in alternate courses aligned
and plumb. Make joints uniformly 3/8" size, concealed joints struck flush. Compact and dense
concave tool exposed joints with 1-1/2" diameter plastic or similar non-staining tool.
G. Weep Holes: Provide 1/4" diameter weep holes at bottom of ungrouted cells of exterior walls, or
provide weep holes at maximum 32" centers with drain slots under webs of intervening units.
12.9 WALL CONTROL JOINTS
A. Provide for walls where shown, control joint filler placed for full height of each joint. Caulk
exterior face of joints with elastomeric sealant.
TECHNICAL PROVISIONS TP-13
B. Unless lesser distance apart is indicated on the drawings, construct control joints at 40’ on centers.
12.9.1 PARGING
A. Parge walls wherever required to assure smooth surfaces to receive waterproofing.
B. Clean wall surfaces thoroughly. Apply Larson Products Co. Weldcrete bonding agent to surfaces
of wall in accordance with manufacturer's instructions.
C. Apply parge coat of Type S mortar, conforming to Title 24, Table 21-A (1 part Portland cement,
1/4 to 1/2 part hydrated lime, 2-1/4 to 3 parts fine aggregate) with Laticrete latex admix added per
admix manufacturer's directions. Apply in 2 uniform coats to a total thickness of 3/4 inch. Scarify
first parging coat to ensure full bond to subsequent coat.
D. Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. Damp cure parging
for at least 24 hours and protect until cured. Provide nailers if required for attachment of membrane.
12.10 CEMENT WASH ON WALL TOPS
A. Use mortar the matching masonry joints. Trowel dense and smooth with clean edges, sloped as
shown or directed, and cross score using an approved tool at nominal 32" centers. As soon as
hardened, cover with sealed plastic sheeting and keep moist for at least 10 days after placing.
12.10.1 CURING
A. Keep newly constructed masonry damp for 3 days with regulated fog spray of water sufficient
only to moisten faces of masonry but not in an amount as to cause water to flow down over masonry.
Do not saturate masonry with water for curing or any other purposes and protect from rain or flooding
during curing period.
12.10.2 CLEANING
A. Clean mortar and grout off exposed surfaces immediately and as the Work progresses. Acceptably
repair imperfect joints, holes, defaced units, chipped edges or corners, and all other defects, or replace
the defective units as required for approval. Mortar or grout staining on exposed masonry surfaces is
subject to sandblast cleaning of the entire surface involved to obtain clean uniform approved
appearance, as directed and at no additional contract cost.
12.10.3 FIELD QUALITY CONTROL
A. Testing: Testing Laboratory shall test mortar and grout to extent shown, directed, or required by
Code.
B. Continuous Inspection: Required if indicated, and for high lift grouting operations.
12.11 Payment. Payment for Construct Reinforced Masonry Block Wall and Masonry Retaining
wall Construction will be made at the unit price bids under Bid Items No. 10, & 11. The unit prices
paid shall include full compensation for furnishing all labor, materials, tools, including wrought iron
TECHNICAL PROVISIONS TP-14
fence and equipment to complete the work specified herein and as directed by the Engineer, including
the costs for removal, disposal, and disposal fees.
TP 13 - ADJUST MANHOLE FRAME AND COVER TO GRADE (if Applicable)
13.01 General. All manhole frames and covers shall be marked as to their location by the
Contractor prior to placement of the asphalt concrete pavement. Upon completion of the asphalt
concrete pavement and after reasonable time is allowed for setting, the Contractor shall raise the
manhole frames and covers to grade in accordance with Section 301-1.6, “Adjustment of Manhole
Frame and Cover Sets to Grade” of the Standard Specifications.
13.02 Manhole Frame and Cover or Vault. The manhole frame and cover or concrete vaults that
are at the finish grade of the street shall be protected along with the vault during the cold milling and
paving operations. Payment for protecting vault and manhole will be included in the lump sum for
Bid for various items of work.
13.03 Payment. No separate payment will be made for adjusting manhole frames and covers to
grade. All costs for furnishing all labor, materials, tools to remove the unsuitable
subgrade, place and compact selected fill, and complete the work specified, and
incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
TP 14 - ADJUST WATER AND GAS METER AND COVER TO GRADE
14.01 General. The Contractor shall adjust existing water meters/gas and covers to grade
including all fittings and incidentals. Existing covers shall be adjusted to new grade.
14.02 Payment. Payment for adjusting water meter and or gas meters and meter covers will be
made at the unit price bid under Bid Item No. 22. The unit price paid shall include
full compensation for furnishing all labor, tools, materials and equipment involved in
adjusting to grade as specified herein and as directed by the Engineer.
TP 15 - STRIPING, PAVEMENT MARKINGS AND APPURTENANCES
15.01 General. Quantities shown are not guaranteed. Striping Details shall conform to the
Standard Plans of the State of California, Department of Transportation, latest revision, hereinafter
referred to as the Caltrans Standard Plans, and with Section 214, “Pavement Markers” of the Standard
Specifications. All of the work performed under this section shall conform to the above stated
specifications and plans and to details shown on the Plans and to the satisfaction of the Engineer.
15.02 Painted Striping, Markings, Markers and Appurtenances. Painted Traffic Pavement
Striping, Legends, Markings, Pavement Markers and Appurtenances shall conform to Sections 210-
1.6 “Paint for Traffic Striping, Pavement Marking, and Curb Marking” and 214 “Pavement
Markers”, The Contractor shall apply two (2) coats of water base paint as manufactured by
MORTON, Product Number 2675A5 (White), and 2676A (Yellow), for entire project unless
otherwise indicated in writing by the Engineer. The layout of all work to be painted shall be
TECHNICAL PROVISIONS TP-15
inspected and approved prior to painting. Any work painted without prior approval of the layout is
subject to removal and replacement at the Contractor’s expense.
15.04 Payment. Payment for Signing and Striping and Appurtenances will be made at the lump
sum price bid under Bid Item No. 24. Payment of the lump sum price bid shall include the striping
where shown on the plans and full compensation for furnishing all labor, materials, tools and
equipment, and doing all work involved as specified herein and as directed by the Engineer. The
lump sum price shall also include the preliminary layout/marking of all striping and markings and
any adjustments required by the Engineer during the layout operation.
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
PART "D"
APPENDIX
APPENDIX A – PROJECT PLANS
PROJECT LOCATION
CITY OF
ROSEMEAD
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
LIST OF STANDARD DRAWINGS
SR2S SIDEWALK GAP CLOSURE PROJECT
NOTICE TO CONTRACTOR(S)
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("SPECIFICATIONS") 2021
EDITION, AND AMERICAN PUBLIC WORKS ASSOCIATION STD. PLANS, 2021 EDITION
AND CURRENT AMENDMENTS.
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS
PRIOR TO STARTING ANY WORK; TELEPHONE NUMBER (626) 569-2151.
3. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND
CONTRACTUAL AGREEMENT.
4. NO REVISION SHALL BE MADE TO THESE PLANS WITHOUT THE PRIOR APPROVAL OF
THE CITY ENGINEER.
5. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FOR
ALL WORK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD.
6. ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECT
SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
7. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE
REQUIREMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY
REGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURING
THE ENTIRE LIFE OF THE CONTRACT.
8.THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE
OF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.
ALL AC AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF-SITE.
9. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AN DIMENSIONS AT
THE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE
ACTUAL CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH
WORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING
STRUCTURES, EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTING
SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE
CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD
WORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF
CONSTRUCTION; MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER
THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES;
LEAVE WORK AREA CLEAN, FREE OF DEBRIS AT THE END OF EACH DAY; AND COMPLY
WITH ALL APPLICABLE CODES.
11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE
REMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 1/2" AND/OR OTHER
METHODS AS APPROVED BY THE CITY ENGINEER.
12. THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES, MANHOLES, ETC. TO
GRADE UPON COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TO
PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; ASPHALT CONCRETE
PAVEMENT IN ASPHALT CONCRETE STREETS.
13. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE CITY
ENGINEER, ANY PAVING, CURB AND GUTTER OR OTHER IMPROVEMENTS CUT,
REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.
14. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE,
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER.
15. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND TRAFFIC CONTROL AT ALL
TIMES TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL BE IN COMPLIANCE
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (A.Q.M.D.) RULE 403 FOR
MITIGATING DUST CONTROL.
16. BARRICADES WITH FLASHING LIGHTS ARE TO BE MAINTAINED ON ALL OBSTRUCTIONS
WITHIN EXISTING STREET RIGHT-OF-WAYS AT ALL TIMES. CONSTRUCTION WARNING
SIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE.
17. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIRING ANY DAMAGE INCURRED DUE TO HIS OPERATION.
18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133
TWO (2) DAYS PRIOR TO BEGINNING WORK.
19. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION
1-3 OF THE "SPECIFICATIONS".
20. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS.
1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES
INVOLVED HAVE BEEN INVESTIGATED AND ALL KNOWN UTILITY
CONDUITS AND SUBSTRUCTURES ARE SHOWN HEREON. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY
CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF
REPAIR AND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND
SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH
THE LIMITS OF THIS PROJECT.
2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED. RELOCATION OR
REMOVAL OF ANY EXISTING UTILITIES NOT COVERED BY THESE PLANS
SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE
RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF ALL, IF ANY, EXISTING SURVEY MONUMENTS.
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S
LICENSE AND SHALL BE REQUIRED TO POSSESS A VALID CITY
BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK
COVERED BY THESE PLANS.
6. THE CITY SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PROJECT ENGINEER
·STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY
2018 (STATE OF CALIFORNIA).
·STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - 2021 EDITION AMERICAN
PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
STD.PLAN NO.TITLE
110-2 DRIVEWAY APPROACHES
112-2 CURB & SIDEWALK JOINTS
113-2 SIDEWALK AND DRIVEWAY REPLACEMENT
120-2 CURB AND GUTTER-BARRIER
122-2 CROSS AND LONGITUDINAL GUTTERS
132-3 CONCRETE PAVEMENT REPLACEMENT
133-3 ASPHALT CONCRETE PAVEMENT REPLACEMENT
205-2 SEWER MANHOLE ADJUSTMENT
206-2 MANHOLE RAISING RINGS
A74A SURVEY WELL MONUMENT
UTILITY TITLE
WATER SAN GABRIEL VALLEY WATER COMPANY
11142 GARVEY AVENUE, EL MONTE CA 91733
CONTACT: LUIS MONTENEGRO
(626) 448-6183 X252
SCE 1000 POTRERO GRANDE DRIVE
MONTEREY PARK, CA 91755
CONTACT: ELIAS BERMUDEZ
(323) 720-5263
SCG THE GAS COMPANY
9400 OAKDALE, CHATSWORTH CA 91311-6511
CONTACT:MICHAEL DUENAS
(714) 634-7265
CHARTER
COMMUNICATIO
NS
4781 IRWINDALE AVENUE IRWINDALE, CA 91706
CONTACT JESSE GONZALES
(626) 430-3570
ATT 8633 GRAND AVENUE ROSEMEAD, CA 91770
CONTACT: STEVE GILLESPIE
(626) 570-7193
SHEET INDEX
SHEET DESCRIPTIONSHEET #/RANGE
1 OF 6 (T1)......................TITLE SHEET
2 OF 6 (C1)......................DELTA AVE. CONSTRUCTION PLAN
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS'
AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
LOCATION MAP
N.T.S
PROJECT NO 21029
T1TITLE SHEET
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
15859 EDNA PL., SUITE 101
IRWINDALE, CA. 91706
(626) 960-0152 / (626) 960-9002 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
Know what's below.
before you dig.Call
R
6
FROM MISSION DRIVE TO WELLS STREET
5 OF 6 (D1)......................DETAIL SHEET
6 OF 6 (ST1)....................DELTA AVE. STRIPING PLAN
DELTA AVENUE
1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONTRACTOR NOTES:
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO AVOID
TRACKING ASPHALT OIL ON EXISTING ASPHALT PAVEMENT OR
CONCRETE PAVEMENT DURING OPERATIONS. SEE TECHNICAL
SPECIFICATIONS FOR CONDITIONS.
2. CONTRACTOR SHALL PROTECT IN PLACE ANY MAIL BOXES, IRRIGATION
SYSTEM, ELECTRICAL CONDUIT, CABLE CONDUIT OR UTILITY LINE. IF
DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE IN
KIND.
3. CONTRACTOR SHALL ADJUST TO GRADE ANY PULLBOXES AFFECTED
BY THIS IMPROVEMENT. IF PULLBOXES (WATER, GAS, ETC) ARE
DAMAGED, CONTRACTOR SHALL REPLACE THEM IN KIND.
4. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND DEPTH OF
UTILITIES.
5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIND
EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY.
6. CONTRACTOR SHALL BACKFILL AND RESEED LANDSCAPE.AS
NECESSARY FOR LANDSCAPE AREAS AFFECTED BY THIS
IMPROVEMENT.
7. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITH
PUBLIC WORKS INSPECTOR.
8. THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE
PAVING AND OTHER IMPROVEMENTS SHOWN ON THE PLANS. THESE
IMPROVEMENTS AS SHOWN MAY VARY SLIGHTLY AS TO LOCATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND
QUANTITIES AS MARKED OUT BY THE CITY.
9.CONTRACTOR SHALL INSTALL TEMPORARY ASPHALTIC CONCRETE
PAVEMENT AS INDICATED BY THE ENGINEER OR INSPECTOR. THE
ENGINEER OR INSPECTOR SHALL DETERMINE THE EXACT LOCATION
WHERE TEMPORARY RESURFACING WILL BE NEEDED. THE
CONTRACTOR SHALL NOT MIX TEMPORARY ASPHALTIC CONCRETE
WITH PERMANENT ASPHALTIC CONCRETE, PORTLAND CEMENT
CONCRETE, EARTH OR OTHER MATERIALS THAT ARE TO BE REMOVED
FROM THE SITE. ALL COSTS INVOLVED IN COMPLYING WITH THE
ABOVE REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID
FOR CLEARING AND GRUBBING.
3 OF 6 (C2)......................DELTA AVE. CONSTRUCTION PLAN
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
4 OF 6 (C3)......................RETAINING WALL PLAN AND PROFILE
9-14-2022
10+0011+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
10+5011+0010+50STOP
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUEWELLS AVENUEDELTA AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
STOPCONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C2
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
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Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
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6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUE
MISSION AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
C3
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil EngineersLand SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
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6WELLS STREETDELTA AVENUE
LEGENDS
350
330
340
12+00
RETAINING WALL PLAN AND PROFILE
STA. 11+75.00 TO STA 12+10.17
DELTA STREET
350
330
340
11+0010+00 13+00 14+00
FOR CONSTRUCTION IMPROVEMENTS REFER TO SHEET C1
WALL ACCURATE FOR WALL AND PROFILE ONLY
CONSTRUCTION NOTES
10+0011+50 12+00 12+50 13+00
10+5011+0011+0010+50STOPSTA. 6+39.00 WELLS AVE =
STA. 10+00 DELTA AVENUE
CONSTRUCTION NOTES
STREET TYPICAL SECTION
STREET TYPICAL SECTION
DETAIL "A"
VARIABLE CONCRETE RETAINING CURB
DETAIL "B"
CMU WALL
DETAIL "C"
CONCRETE RETAINING BLOCK WALL
DETAIL "E"
COLORIZED CONCRETE CROSSWALK
NOTES:
SECTION A-A
N.T.S.
DETAIL "D"
DRIVEWAY APROACH
PLAN VIEW DETAIL "G"
ELEVATION DETAIL "F"MAILBOX RELOCATION DETAIL "H"
CURB RAMP DETAIL " I "
A
PLAN VIEW
SECTION A-A
FOOTING /CONCRETE
CONNECTION DETAIL "J"
TYPICAL @ WALL LOCATION TYPICAL @ FENCE LOCATION
11+5011+00
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
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Land SurveyorsLand Planners
Plans Prepared By:
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6
DETAILS D1
5
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
10+0010+5010+50STOP 27+00 27+50
STOP6
ST1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
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Land SurveyorsLand Planners
Plans Prepared By:
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6
STRIPING PLAN & DETAILS
DELTA STREET
WELLS STREETMISSION DRIVEDELTA STREET
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CITY OF ROSEMEAD
CALIFORNIA
ADDENDUM #1
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
Date Issued: September 30, 2022
Addendum 1, Page 1 of 2
Addendum for: Delta Avenue SR2S Sidewalk Gap Closure Project From Mission Dr To
Wells Street, Project No. 21029
Addendum No.: 1
Addendum Date: September 30, 2022
Issued by: City of Rosemead
Reminder 1: Bid due date/time remains unchanged. Bids are due at 10:30 a.m. on Thursday,
October 6, 2022.
Reminder 1: Please sign Addenda Acknowledgement on page CBF-7 of Bid Package Section
Titled “Contract Bid Forms”. Entire Contract Bid Forms section shall be
submitted as Bidder’s Proposal.
Addendum 1 removes pages CBF-2 through CBF-4 of Section 1 – Bid Schedule from Contract
Bid Forms of the Bid Package, and replaces with a Revised Bid Schedule. Please see
Attachment A – Revised Bid Schedule per Addendum 1. All contractors are required to submit
this Revised Bid Schedule as part of their bid to be considered responsive.
The City held a mandatory pre-bid meeting on Tuesday, September 27, at 10 am, on the job
site. All prime contractors were required to attend this meeting to be considered responsive.
See Attachment B – Mandatory Pre-Bid Meeting Sign in Sheet.
Addendum 1 removes Appendix A – Project Plans of the Bid Package, and replaces with the
Revised Project Plans per Addendum 1. See Attachment C – Revised Project Plans per
Addendum 1. The revisions on this Plan set are shown as revision clouds.
Addendum 1 also modifies various sections from the Bid Package as follows:
Instruction to Bidders, Section 7. Alternate Bids:
Remove the paragraph to its entirety, and replace with the following:
The award of Contract shall be based on the TOTAL BASE BID AMOUNT only. The
ADDITIVE ALTERNATE BID ITEMS shown per the ADDITIVE ALTERNATE BID
SCHEDULE above will not be taken into account in determining the lowest responsible
bidder. City may add bid items from the ADDITIVE ALTERNATE BID SCHEDULE at
the sole and complete discretion of the City as part of the performance of the contract.
Technical Provisions, TP 1 - Asphalt Concrete Pavement:
Add the following to the end of the section:
Addendum 1, Page 2 of 2
All cracks and joints greater than 1/8 inch in size shall be blown clear with high pressure
air, with the street swept immediately thereafter; and all joints and cracks greater than ¼
inch and less than 1.5 inches in size shall be filled with Crafco Polyflex III or equal. Filler
shall be within 1/8 inch below and flush with existing pavement surface and squeegeed, as
necessary, to attain this result. Payment for Crack Seal Asphalt pavement will be made at
the lump sum price bid under Alternate Bid Item 6, and no additional compensation will
be allowed.
Attachments:
Attachment A – Revised Bid Schedule per Addendum 1
Attachment B – Mandatory Pre-Bid Meeting Sign in Sheet
Attachment C – Revised Project Plans per Addendum 1
Issued by City of Rosemead
ATTACHMENT A - REVISED BID SCHEDULE PER ADDENDUM 1
BIDDER: ________________________
Addendum 1, Attachment A, Page 1
REVISED BASE BID SCHEDULE PER ADDENDUM 1
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1 Clearing and Grubbing including all removals,
relocations, per plans and specifications. 1 LS $___________ $__________________
2 Disposal of Waste Materials 1 LS $___________ $__________________
3 Earthwork-Export. (excavation) 260 CY $___________ $__________________
4
Remove and Construct PCC curb ramp per
SPPWC Std. Plan 111-5., CASE B, Type 4,
modified per plan. Including retaining curb,
guard rail and all incidentals complete in place
as shown on the plans, details, and
specifications.
1 LS $___________ $__________________
5 Remove, dispose and Construct 4-Inch thick
PCC Sidewalk per SPPWC Std. Plan 113-2. 11,100 SF $___________ $__________________
6
Remove, dispose and Construct 6-inch thick
PCC Driveway per SPPWC Std. Plan 110-2,
including all incidentals complete in place as
modified per plan, details, and specifications.
10,610 SF $___________ $__________________
7
Remove, dispose and Construct 8-inch curb
and gutter per SPPWC Std. Plan 120-2, A2-
8(200) including all incidentals complete in
place as modified per plan, details, and
specifications.
35 LF $___________ $__________________
8 Remove, dispose, and Construct 6" thick PCC
Pavement per plans and specifications 3,028 SF $___________ $__________________
9
Install new chain link fence. Including all
incidentals complete in place, per plans, details,
and specifications. 620 LF $___________ $__________________
10
Remove, dispose and construct reinforced
masonry block wall per SPPWC Std. plan 601-
4, type 1 with wrought iron fence, driveway
gate. Including all incidentals complete in place,
per plans, details, and specifications.
110 LF $___________ $__________________
11
Remove, dispose and construct reinforced
masonry retaining wall per SSPWC Std. plan
618-3, type B with wrought iron fence, driveway
gate, including all incidentals, grading,
earthwork, complete in place, per plans, details,
and specifications.
190 LF $___________ $__________________
12
Construct 6-inch to 18-Inch high variable
retaining curb Including all incidentals complete
in place, per plans, details, and specifications. 770 LF $___________ $__________________
BIDDER: ________________________
Addendum 1, Attachment A, Page 2
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
13 Remove and Construct 8-inch-thick Asphalt
pavement per plans and specifications 140 Ton $___________ $__________________
14
Remove, dispose, and construct colored
concrete (sunbaked clay color) crosswalk
including all incidentals complete in place per
detail "E" on sheet D1 and specifications.
1,250 SF $___________ $__________________
15 Adjust existing utility Pull Box to grade. (Water,
Gas, Irrigation) 30 EA $___________ $__________________
16 Remove existing and install new mailbox 18 EA $___________ $__________________
17 Relocate existing mailbox per detail “H” on
sheet D1 5 EA $___________ $__________________
18
Furnish and Install 24-inch box tree
(lagerstroemia indica 'Muskogee' or Cercis
canadensis 'forest pansy) Including all
incidentals complete in place, per plans, details,
and specifications.
14 EA $___________ $__________________
19
Furnish and Install 5-gal hedge tree @3-feet
O.C (Texas Pivot) Including all incidentals
complete in place, per plans, details, and
specifications.
10 EA $___________ $__________________
20
Remove and relocate existing Mango Tree per
SPPWC std. plan 518-3 and tree well std. 519-
3, including all incidentals complete in place per
plans, details and specifications
1 EA $___________ $__________________
21
Remove existing and Furnish and Install 1-inch
copper water line including all incidentals
complete in place per San Gabriel Valley Water
District Standards.
90 LF $___________ $__________________
22
Coordinate with the Water Company for Water
Company to Adjust Water Meter to grade,
complete in place including new water line,
fittings and incidentals per San Gabriel Valley
Water District Standards. Contractor shall
coordinate with the water company and ensure
to maintain water service to the impacted
residents at all times during construction, this
may include temporary services as necessary,
which will be provided by the Contractor.
11 EA $___________ $__________________
23 Furnish and Install 1-inch PVC irrigation Sleeve 300 LF $___________ $__________________
24
Coordinate with the Southern California Gas
Company to Adjust Gas Meter to grade,
complete in place including new gas line, fittings
and incidentals per SCG.
4 EA $___________ $__________________
BIDDER: ________________________
Addendum 1, Attachment A, Page 3
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
25
Budget Allowance for Water and Gas Meter
adjustment reimbursement. The meter
adjustment work will be done by the Water
Company or SCG. or by Utility Purveyor at
direct cost with no markup allowed. Contractor
will obtain all necessary permits and approvals
from the Utility Purveyors, and pay for any fees.
This budgetary allowance bid item will
reimburse the Contractor based on actual cost
to obtain all necessary permit approvals from
Utility Purveyors.
1 LS $35,000.00 $35,000.00
26
Remove and replace the concrete brick
pilasters, and salvage and adjust existing gate
to new grade at 4410 Delta. Per detail “F” on
sheet D1. Including all incidentals complete in
place, per plans, details, and specifications
1 LS $___________ $__________________
27
Signing and Striping Including ADA pavement
markings, including all incidentals complete in
place, per plans, details and specifications.
1 LS $___________ $__________________
28 Paint home address numbers on existing curb 1 LS $___________ $__________________
TOTAL BASE BID AMOUNT IN NUMBERS $__________________
TOTAL BASE BID AMOUNT IN WORDS: _______________________________________
______________________________________________________________________________
ADDITIVE ALTERNATE BID SCHEDULE
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1
Cold Mill existing Asphalt Pavement
Tapered Header Cut to edge of gutter
from 2-inch to 0-inch (6-feet wide)
20,840 SF $___________ $__________________
2 Construct 2-inch-thick Asphalt Pavement
ARHM-GG-C (PG 64-16). 810 Ton $___________ $__________________
3
Remove, dispose and Construct 8-inch
curb and gutter per SPPWC Std. Plan
120-2, A2-8(200) including all incidentals
complete in place as modified per plan,
details, and specifications.
390 LF $___________ $__________________
BIDDER: ________________________
Addendum 1, Attachment A, Page 4
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
4 Adjust existing Utility water/gas valves to
Grade 6 EA $___________ $__________________
5 Adjust existing Sewer/Storm drain MH to
Grade 5 EA $___________ $__________________
6 Crack Seal asphalt pavement per
standard specifications 1 LS $___________ $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN NUMBERS $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN WORDS: _____________________
______________________________________________________________________________
ATTACHMENT B - MANDATORY PRE-BID MEETING SIGN IN SHEET
ATTACHMENT C - REVISED PROJECT PLANS PER ADDENDUM 1
PROJECT LOCATION
CITY OF
ROSEMEAD
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
LIST OF STANDARD DRAWINGS
SR2S SIDEWALK GAP CLOSURE PROJECT
NOTICE TO CONTRACTOR(S)
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("SPECIFICATIONS") 2021
EDITION, AND AMERICAN PUBLIC WORKS ASSOCIATION STD. PLANS, 2021 EDITION
AND CURRENT AMENDMENTS.
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS
PRIOR TO STARTING ANY WORK; TELEPHONE NUMBER (626) 569-2151.
3. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND
CONTRACTUAL AGREEMENT.
4. NO REVISION SHALL BE MADE TO THESE PLANS WITHOUT THE PRIOR APPROVAL OF
THE CITY ENGINEER.
5. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FOR
ALL WORK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD.
6. ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECT
SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
7. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE
REQUIREMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY
REGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURING
THE ENTIRE LIFE OF THE CONTRACT.
8.THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE
OF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.
ALL AC AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF-SITE.
9. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AN DIMENSIONS AT
THE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE
ACTUAL CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH
WORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING
STRUCTURES, EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTING
SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE
CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD
WORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF
CONSTRUCTION; MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER
THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES;
LEAVE WORK AREA CLEAN, FREE OF DEBRIS AT THE END OF EACH DAY; AND COMPLY
WITH ALL APPLICABLE CODES.
11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE
REMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 1/2" AND/OR OTHER
METHODS AS APPROVED BY THE CITY ENGINEER.
12. THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES, MANHOLES, ETC. TO
GRADE UPON COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TO
PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; ASPHALT CONCRETE
PAVEMENT IN ASPHALT CONCRETE STREETS.
13. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE CITY
ENGINEER, ANY PAVING, CURB AND GUTTER OR OTHER IMPROVEMENTS CUT,
REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.
14. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE,
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER.
15. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND TRAFFIC CONTROL AT ALL
TIMES TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL BE IN COMPLIANCE
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (A.Q.M.D.) RULE 403 FOR
MITIGATING DUST CONTROL.
16. BARRICADES WITH FLASHING LIGHTS ARE TO BE MAINTAINED ON ALL OBSTRUCTIONS
WITHIN EXISTING STREET RIGHT-OF-WAYS AT ALL TIMES. CONSTRUCTION WARNING
SIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE.
17. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIRING ANY DAMAGE INCURRED DUE TO HIS OPERATION.
18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133
TWO (2) DAYS PRIOR TO BEGINNING WORK.
19. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION
1-3 OF THE "SPECIFICATIONS".
20. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS.
1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES
INVOLVED HAVE BEEN INVESTIGATED AND ALL KNOWN UTILITY
CONDUITS AND SUBSTRUCTURES ARE SHOWN HEREON. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY
CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF
REPAIR AND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND
SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH
THE LIMITS OF THIS PROJECT.
2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED. RELOCATION OR
REMOVAL OF ANY EXISTING UTILITIES NOT COVERED BY THESE PLANS
SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE
RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF ALL, IF ANY, EXISTING SURVEY MONUMENTS.
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S
LICENSE AND SHALL BE REQUIRED TO POSSESS A VALID CITY
BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK
COVERED BY THESE PLANS.
6. THE CITY SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PROJECT ENGINEER
·STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY
2018 (STATE OF CALIFORNIA).
·STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - 2021 EDITION AMERICAN
PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
STD.PLAN NO.TITLE
110-2 DRIVEWAY APPROACHES
112-2 CURB & SIDEWALK JOINTS
113-2 SIDEWALK AND DRIVEWAY REPLACEMENT
120-2 CURB AND GUTTER-BARRIER
122-2 CROSS AND LONGITUDINAL GUTTERS
132-3 CONCRETE PAVEMENT REPLACEMENT
133-3 ASPHALT CONCRETE PAVEMENT REPLACEMENT
205-2 SEWER MANHOLE ADJUSTMENT
206-2 MANHOLE RAISING RINGS
A74A SURVEY WELL MONUMENT
UTILITY TITLE
WATER SAN GABRIEL VALLEY WATER DISTRICT
8366 GRAND AVE
ROSEMEAD CA 91770
CONTACT: Anthony Agobian
(626) 287-0341 email: anthony@sgcwd.com
SCE 1000 POTRERO GRANDE DRIVE
MONTEREY PARK, CA 91755
CONTACT: ELIAS BERMUDEZ
(323) 720-5263
SCG THE GAS COMPANY
9400 OAKDALE, CHATSWORTH CA 91311-6511
CONTACT:MICHAEL DUENAS
(714) 634-7265
CHARTER
COMMUNICATIO
NS
4781 IRWINDALE AVENUE IRWINDALE, CA 91706
CONTACT JESSE GONZALES
(626) 430-3570
ATT 8633 GRAND AVENUE ROSEMEAD, CA 91770
CONTACT: STEVE GILLESPIE
(626) 570-7193
SHEET INDEX
SHEET DESCRIPTIONSHEET #/RANGE
1 OF 6 (T1)......................TITLE SHEET
2 OF 6 (C1)......................DELTA AVE. CONSTRUCTION PLAN
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS'
AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
LOCATION MAP
N.T.S
PROJECT NO 21029
T1TITLE SHEET
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
15859 EDNA PL., SUITE 101
IRWINDALE, CA. 91706
(626) 960-0152 / (626) 960-9002 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
Know what's below.
before you dig.Call
R
6
FROM MISSION DRIVE TO WELLS STREET
5 OF 6 (D1)......................DETAIL SHEET
6 OF 6 (ST1)....................DELTA AVE. STRIPING PLAN
DELTA AVENUE
1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONTRACTOR NOTES:
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO AVOID
TRACKING ASPHALT OIL ON EXISTING ASPHALT PAVEMENT OR
CONCRETE PAVEMENT DURING OPERATIONS. SEE TECHNICAL
SPECIFICATIONS FOR CONDITIONS.
2. CONTRACTOR SHALL PROTECT IN PLACE ANY MAIL BOXES, IRRIGATION
SYSTEM, ELECTRICAL CONDUIT, CABLE CONDUIT OR UTILITY LINE. IF
DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE IN
KIND.
3. CONTRACTOR SHALL ADJUST TO GRADE ANY PULLBOXES AFFECTED
BY THIS IMPROVEMENT. IF PULLBOXES (WATER, GAS, ETC) ARE
DAMAGED, CONTRACTOR SHALL REPLACE THEM IN KIND.
4. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND DEPTH OF
UTILITIES.
5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIND
EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY.
6. CONTRACTOR SHALL BACKFILL AND RESEED LANDSCAPE.AS
NECESSARY FOR LANDSCAPE AREAS AFFECTED BY THIS
IMPROVEMENT.
7. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITH
PUBLIC WORKS INSPECTOR.
8. THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE
PAVING AND OTHER IMPROVEMENTS SHOWN ON THE PLANS. THESE
IMPROVEMENTS AS SHOWN MAY VARY SLIGHTLY AS TO LOCATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND
QUANTITIES AS MARKED OUT BY THE CITY.
9.CONTRACTOR SHALL INSTALL TEMPORARY ASPHALTIC CONCRETE
PAVEMENT AS INDICATED BY THE ENGINEER OR INSPECTOR. THE
ENGINEER OR INSPECTOR SHALL DETERMINE THE EXACT LOCATION
WHERE TEMPORARY RESURFACING WILL BE NEEDED. THE
CONTRACTOR SHALL NOT MIX TEMPORARY ASPHALTIC CONCRETE
WITH PERMANENT ASPHALTIC CONCRETE, PORTLAND CEMENT
CONCRETE, EARTH OR OTHER MATERIALS THAT ARE TO BE REMOVED
FROM THE SITE. ALL COSTS INVOLVED IN COMPLYING WITH THE
ABOVE REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID
FOR CLEARING AND GRUBBING.
3 OF 6 (C2)......................DELTA AVE. CONSTRUCTION PLAN
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
4 OF 6 (C3)......................RETAINING WALL PLAN AND PROFILE
9-30-2022
10+0011+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
10+5011+0010+50STOP
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUEWELLS AVENUEDELTA AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
STOPCONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C2
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUE
MISSION AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
C3
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil EngineersLand SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6WELLS STREETDELTA AVENUE
LEGENDS
350
330
340
12+00
RETAINING WALL PLAN AND PROFILE
STA. 11+75.00 TO STA 12+10.17
DELTA STREET
350
330
340
11+0010+00 13+00 14+00
FOR CONSTRUCTION IMPROVEMENTS REFER TO SHEET C1
WALL ACCURATE FOR WALL AND PROFILE ONLY
CONSTRUCTION NOTES
10+0011+50 12+00 12+50 13+00
10+5011+0011+0010+50STOPSTA. 6+39.00 WELLS AVE =
STA. 10+00 DELTA AVENUE
CONSTRUCTION NOTES
STREET TYPICAL SECTION
STREET TYPICAL SECTION
DETAIL "A"
VARIABLE CONCRETE RETAINING CURB
DETAIL "B"
CMU WALL
DETAIL "C"
CONCRETE RETAINING BLOCK WALL
DETAIL "E"
COLORIZED CONCRETE CROSSWALK
NOTES:
SECTION A-A
N.T.S.
DETAIL "D"
DRIVEWAY APROACH
PLAN VIEW DETAIL "G"
ELEVATION DETAIL "F"
MAILBOX RELOCATION DETAIL "H"
CURB RAMP DETAIL " I "
A
PLAN VIEW
SECTION A-A
FOOTING /CONCRETE
CONNECTION DETAIL "J"
TYPICAL @ WALL LOCATION TYPICAL @ FENCE LOCATION
NOTES:
NOTES:
PILASTER FOOTING PAD
11+5011+00
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
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Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
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6
DETAILS D1
5
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
10+0010+5010+50STOP 27+00 27+50
STOP6
ST1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
STRIPING PLAN & DETAILS
DELTA STREET
WELLS STREETMISSION DRIVEDELTA STREET
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CITY OF ROSEMEAD
CALIFORNIA
ADDENDUM #2
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
Date Issued: October 4, 2022
Addendum 2, Page 1 of 1
Addendum for: Delta Avenue SR2S Sidewalk Gap Closure Project From Mission Dr To
Wells Street, Project No. 21029
Addendum No.: 2
Addendum Date: October 4, 2022
Issued by: City of Rosemead
Reminder 1: Please sign Addenda Acknowledgement on page CBF-7 of Bid Package Section
Titled “Contract Bid Forms”. Entire Contract Bid Forms section shall be
submitted as Bidder’s Proposal.
Addendum 2 revises the bid due date/time as follows: The City will receive electronic bids
through PlanetBids at: https://pbsystem.planetbids.com/portal/54150/portal-home OR sealed
bids at the City Clerk’s office, City Hall, 8838 Valley Blvd, Rosemead, CA 91770 up to 10:30
AM on Tuesday, October 11, 2022.
Addendum 2 revises the Bid Schedule again. Please see Attachment A – Revised Bid
Schedule per Addendum 2. All contractors are required to submit this Revised Bid Schedule
as part of their bid to be considered responsive.
Addendum 2 removes Part C – Technical Provisions of the Bid Package, and issues Revised
Technical Provisions. See Attachment B – Revised Technical Provisions per Addendum 2.
Addendum 2 reissues Revised Project Plans. Please see Attachment C – Revised Project Plans
per Addendum 2. The revisions per Addendum 1 and 2 are shown as revision clouds on these
revised plans.
Attachments:
Attachment A - Revised Bid Schedule per Addendum 2
Attachment B - Revised Technical Provisions per Addendum 2
Attachment C - Revised Project Plans per Addendum 2
Issued by City of Rosemead
ATTACHMENT A - REVISED BID SCHEDULE PER ADDENDUM 2
BIDDER: ________________________
Addendum 2, Attachment A, Page 1
REVISED BASE BID SCHEDULE PER ADDENDUM 2
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1 Clearing and Grubbing including all removals,
relocations, per plans and specifications. 1 LS $___________ $__________________
2 Disposal of Waste Materials 1 LS $___________ $__________________
3 Earthwork-Export. (excavation) 260 CY $___________ $__________________
4
Remove and Construct PCC curb ramp per
SPPWC Std. Plan 111-5., CASE B, Type 4,
modified per plan. Including retaining curb,
guard rail and all incidentals complete in place
as shown on the plans, details, and
specifications.
1 LS $___________ $__________________
5 Remove, dispose and Construct 4-Inch thick
PCC Sidewalk per SPPWC Std. Plan 113-2. 11,100 SF $___________ $__________________
6
Remove, dispose and Construct 6-inch thick
PCC Driveway per SPPWC Std. Plan 110-2,
including all incidentals complete in place as
modified per plan, details, and specifications.
10,610 SF $___________ $__________________
7
Remove, dispose and Construct 8-inch curb
and gutter per SPPWC Std. Plan 120-2, A2-
8(200) including all incidentals complete in
place as modified per plan, details, and
specifications.
35 LF $___________ $__________________
8 Remove, dispose, and Construct 6" thick PCC
Pavement per plans and specifications 3,050 SF $___________ $__________________
9
Install new chain link fence, gate. Including all
incidentals complete in place, per plans, details,
and specifications. 620 LF $___________ $__________________
10
Demolish, dispose exist. wall, salvage exist.
wrought iron fence, gate, clean and paint and
install on new wall. Construct reinforced
masonry block wall per SPPWC Std. plan 601-
4, type 1. Including all incidentals complete in
place, per plans, details, and specifications.
Location: 4430 & 4611 Delta Ave.
76 LF $___________ $__________________
11
Demolish, dispose exist. wall, salvage exist.
wrought iron fence, clean and paint and install
on new wall. Construct reinforced masonry
retaining wall per SSPWC Std. plan 618-3, type
B. Including all incidentals complete in place,
per plans, details, and specifications.
Location 4416 Delta Ave.
35 LF $___________ $__________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 2
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
12
Construct reinforced masonry retaining wall per
SSPWC Std. plan 618-3, type B with wrought
iron fence, driveway gate, including all
incidentals, grading, earthwork, complete in
place, per plans, details, and specifications.
Location: 8405 Wells St.
60 LF $___________ $__________________
13
Construct reinforced masonry retaining wall per
SSPWC Std. plan 618-3, type B with wrought
iron fence, including all incidentals, grading,
earthwork, complete in place, per plans, details,
and specifications.
Location: 4418, 4422, 4426 Delta St.
86 LF $___________ $__________________
14
Construct 6-inch to 18-Inch high variable
retaining curb Including all incidentals complete
in place, per plans, details, and specifications. 780 LF $___________ $__________________
15 Remove and Construct 8-inch-thick Asphalt
pavement per plans and specifications 140 Ton $___________ $__________________
16
Remove, dispose, and construct colored
concrete (sunbaked clay color) crosswalk
including all incidentals complete in place per
detail "E" on sheet D1 and specifications.
1,250 SF $___________ $__________________
17 Adjust existing utility Pull Box to grade. (Water,
Gas, Irrigation) 30 EA $___________ $__________________
18 Remove existing and install new mailbox 18 EA $___________ $__________________
19 Relocate existing mailbox per detail “H” on
sheet D1 5 EA $___________ $__________________
20
Furnish and Install 24-inch box tree
(lagerstroemia indica 'Muskogee' or Cercis
canadensis 'forest pansy) Including all
incidentals complete in place, per plans, details,
and specifications.
14 EA $___________ $__________________
21
Furnish and Install 5-gal hedge tree @3-feet
O.C (Texas Pivot) Including all incidentals
complete in place, per plans, details, and
specifications.
10 EA $___________ $__________________
22
Remove and relocate existing Mango Tree per
SPPWC std. plan 518-3 and tree well std. 519-
3, including all incidentals complete in place per
plans, details and specifications.
1 EA $___________ $__________________
23
Remove existing and Furnish and Install 1-inch
copper water line including all incidentals
complete in place per San Gabriel Valley Water
District Standards.
90 LF $___________ $__________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 3
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
24
Coordinate with the Water Company for Water
Company to Adjust Water Meter to grade,
complete in place including new water line,
fittings and incidentals per San Gabriel Valley
Water District Standards. Contractor shall
coordinate with the water company and ensure
to maintain water service to the impacted
residents at all times during construction, this
may include temporary services as necessary,
which will be provided by the Contractor.
11 EA $___________ $__________________
25 Furnish and Install 1-inch PVC irrigation Sleeve 300 LF $___________ $__________________
26
Coordinate with the Southern California Gas
Company to Adjust Gas Meter to grade,
complete in place including new gas line, fittings
and incidentals per SCG.
4 EA $___________ $__________________
27
Budget Allowance for Water and Gas Meter
adjustment reimbursement. The meter
adjustment work will be done by the Water
Company or SCG. or by Utility Purveyor at
direct cost with no markup allowed. Contractor
will obtain all necessary permits and approvals
from the Utility Purveyors, and pay for any fees.
This budgetary allowance bid item will
reimburse the Contractor based on actual cost
to obtain all necessary permit approvals from
Utility Purveyors.
1 LS $35,000.00 $35,000.00
28
Remove and replace the concrete brick
pilasters, and salvage and adjust existing gate
to new grade at 4410 Delta. Per detail “F” on
sheet D1. Including all incidentals complete in
place, per plans, details, and specifications
1 LS $___________ $__________________
29
Signing and Striping Including ADA pavement
markings, including all incidentals complete in
place, per plans, details and specifications.
1 LS $___________ $__________________
30 Paint All home address numbers on existing
curb 1 LS $___________ $__________________
TOTAL BASE BID AMOUNT IN NUMBERS $__________________
TOTAL BASE BID AMOUNT IN WORDS: _______________________________________
______________________________________________________________________________
BIDDER: ________________________
Addendum 2, Attachment A, Page 4
ADDITIVE ALTERNATE BID SCHEDULE
SCHEDULE OF PRICES FOR
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT No. 21029
NO. ITEM DESCRIPTION EST.
QTY. UNIT UNIT
PRICE
ITEM
COST
1
Cold Mill existing Asphalt Pavement
Tapered Header Cut to edge of gutter
from 2-inch to 0-inch (6-feet wide)
20,840 SF $___________ $__________________
2 Construct 2-inch-thick Asphalt Pavement
ARHM-GG-C (PG 64-16). 810 Ton $___________ $__________________
3
Remove, dispose and Construct 8-inch
curb and gutter per SPPWC Std. Plan
120-2, A2-8(200) including all incidentals
complete in place as modified per plan,
details, and specifications.
390 LF $___________ $__________________
4 Adjust existing Utility water/gas valves to
Grade 6 EA $___________ $__________________
5 Adjust existing Sewer/Storm drain MH to
Grade 5 EA $___________ $__________________
6 Crack Seal asphalt pavement per
standard specifications 1 LS $___________ $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN NUMBERS $__________________
TOTAL ADDITIVE ALTERNATE BID AMOUNT IN WORDS: _____________________
______________________________________________________________________________
ATTACHMENT B - REVISED TECHNICAL PROVISIONS PER ADDENDUM 2
TP-1
CITY OF ROSEMEAD
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM MISSION DR TO WELLS STREET
PROJECT NO. P21029
PART “B”
PART “C”
TECHNICAL PROVISIONS
TP-2
TECHNICAL PROVISIONS
TP 1 - SITE MAINTENANCE
1.01 General. The Contractor shall maintain the construction site in a neat and orderly
condition, free from trash and waste construction materials at all times. Unattended
construction materials, equipment, and trash shall be left in a manner to not constitute a fire
hazard nor become a nuisance or danger due to rain, wind, or other forces of nature.
The Contractor shall provide and maintain enclosed toilets for the use of employees
engaged in the work. These accommodations shall be maintained in a neat and sanitary
condition. They shall also comply with all applicable laws, ordinances, and regulations
pertaining to public health and sanitation of dwellings and camps.
The Contractor shall provide proper barricades with flashing lights properly working and
temporary fencing to insure a safe construction site. The Contractor shall maintain the work
site in a manner that assures adequate access to workers and other authorized personnel.
The Contractor shall provide proper traffic control in all construction areas.
1.02 Dust Control. The Contractor shall exercise all reasonable and necessary means to
abate undue dust. Application of water for dust control shall be under the control of the
Engineer and shall be applied in the amounts and at locations designated by the Engineer
or other City Representatives.
1.03 Control of Water. The Contractor shall work in a manner that does not prevent storm
or other water from flowing uninterrupted along the existing street drainage courses.
Diversion of water for short reaches to protect construction may be permitted if public or
private properties are not threatened with damage. Should such diversions be necessary,
the Contractor shall obtain written permission from the applicable public agency or property
owner before the Engineer will permit any diversion of water outside rights-of-way or normal
drainage courses.
1.04 Protection of Existing Improvements. Construction operations shall be conducted in a
manner that assures all permanent facilities and improvements, as well as temporary
improvements which remain during the life of this contract, are not subject to vertical
settlement or horizontal movement. The Contractor shall work around all existing utility
facilities. During construction the Contractor shall cooperate with the owners of any utility
that has manholes, vaults, valve covers or any other facilities within the construction area.
These facilities shall be completely protected by the Contractor. The Contractor shall
exercise care to prevent asphalt material from being deposited on concrete surfaces. Unless
otherwise specified, all costs for protection of existing improvements shall be absorbed in
the various items of work and no separate payment shall be made for them.
1.05 Restoration of Existing Improvements. All existing improvements removed or
damaged during construction shall be reconstructed in accordance with the applicable
TP-3
provisions of the Standard Specifications for Public Works Construction, 2009 Edition,
(hereinafter referred to as the Standard Specifications). The Contractor shall replace or
restore existing improvements to their original condition to the satisfaction of the Engineer at
no expense to the City.
1.06 Disposal of Removed, Cleared, and Waste Material. All removed, cleared, and waste
material shall become the property of the Contractor and shall be disposed of by the
Contractor outside the limits of work in accordance with the applicable ordinances and
regulations of governmental agencies having jurisdiction.
1.07 Final Clean Up. After completion of all other work required under the contract, the
Contractor shall, at no expense to the City, clean up the work site including any and all
properties used by the Contractor during construction to the satisfaction of the Engineer.
The Contractor shall remove and dispose of all excess materials. The Contractor shall
repair, replace, or restore, to the satisfaction of the Engineer, all property of any type or
nature which has been moved, damaged or altered in any way by the Contractor’s
operations. The Contractor shall return all roadway and adjoining surfaces to their original
condition and appearance.
The Contractor shall provide all necessary means to avoid tracking asphalt oil on existing
asphalt pavement or concrete pavement during paving operations. The Contractor shall
slurry (quick set emulsion aggregate slurry, Type II (cationic) with 2-1/2% latex additive) all
asphalt pavement area where asphalt oil was accidentally tracked. If tracking is left on the
concrete pavement, Contractor shall sand blast the affected area to its original condition
and to the satisfaction of the Engineer or City Representatives at no additional cost. Any
and all of these requirements shall be at the Contractor’s expense.
1.08 Payment. No separate payment will be made for Site Maintenance. All costs for
furnishing all labor, materials, tools, dump fees, and incidentals and doing all the work
involved, as specified herein and as directed by the Engineer, shall be included in the prices
bid for the various contract items of work.
TP- 2 - CLEARING AND GRUBBING
2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items:
A. 2.01 General. Clearing and Grubbing shall conform to Section 300-1, “Clearing and
Grubbing” of the Standard Specifications. In addition, the following items of work are
included under Clearing and Grubbing, unless otherwise covered by specific bid items:
In conformance with the California Integrated Waste Management Act of 1989 (AB-939), the
City will require that all construction materials and dirt removed from the project site be
deposited at a recycling center. Certification from the recycling center will be required
as part of this bid item.
TP-4
A. Maintaining dust control at all times by watering.
B. Providing traffic control and maintaining access, security and safety including all
signs, barricades, flashers, covers, plates and chain link fencing as specified
elsewhere in these specifications. Contractor shall provide a Traffic Control Plan
prepared and stamped by a Registered Traffic Engineer for City Approval.
C. Protecting in place of existing water mains, sewers, gas lines, water meters, valve
covers, walls, fences, curbs, fire hydrant, telephone and power poles, and other
existing structures.
D. Removing, storing, and replacing removable and portable items and their safe
handling and keeping.
E. Providing temporary pumps, conduits, and any other necessary means to convey
waste waters in order to bypass the construction as needed and as approved by the
Engineer.
F. Saw cutting Portland cement concrete and asphalt concrete pavement for
construction of smooth and straight joins.
G. Removing, relocating and replacing all sprinkler lines, heads, valves, and other
landscaping items interfering with the construction of improvements.
H. Removing and disposing of all existing improvements interfering with the
construction of new improvements and/or as required elsewhere in these
specifications and not included in other bid items.
I. Restoring landscaping or any other miscellaneous improvements damaged
during construction.
J. Removing, replacing, tree pruning, backfilling, and compacting miscellaneous
earthwork resulting from removing existing improvements that are not replaced and
where excavations were made for concrete forming.
K. Backfilling areas with clean topsoil; grading to join elevation of newly constructed
curb, parkway, sidewalk, and driveway approach; and seeding, watering, and caring
for rye grass or approved equal by the Engineer until the grass is established.
L. Providing all necessary means to prevent tracking of asphalt oil on existing or new
asphalt pavement during the paving operation and for restoring areas where asphalt
oil was spilled.
M. Coordinating the construction with all utility companies.
N. Obtaining permit from the appropriate water company for connection to fresh water
source and delivering water to the point of use and assuming payment of all fees and
payment for water used.
TP-5
O. Providing construction signs as specified in the Special Provisions of these
specifications.
P. Storing construction equipment and materials.
Q. Providing enclosed toilets.
R. Obtain services of a Land Surveyor to perform construction staking services of
grading and horizontal control.
S. Tree removal and Reuse
T. Temporary adjustment of the existing Mailbox. Contractor shall temporarily install
mailboxes behind the work limits during construction to ensure home continues to
receive mail delivery.
U. Sand Blast, clean and paint existing guard rail. Paint shall be non-corrosive and anti
graffiti. Color specified by City.
2.02 Payment. Payment for Clearing and Grubbing shall be included in the lump sum price
under Bid Item No. 1. Payment of the lump sum price bid shall include full compensation
for furnishing all labor, materials, tools, and equipment, and doing all work involved in
Clearing and Grubbing as specified above and as directed by the Engineer.
TP 3 - CONTRACTOR’S RESPONSIBILITIES BEFORE COMMENCEMENT OF
THE PROJECT
3.01 General. Due to the nature of this project involving some inconveniences, the
Contractor shall respond to all complaints associated with the project that include any
alleged damage to private property and/or vehicles, within 24 hours of notification. Failure to
comply with this provision will result in an additional penalty of $50.00 per occurrence. The
City reserves the right, after 24 hours of notification, to respond to the complaint and repair
the alleged damage. The Contractor shall reimburse the City for all costs involved in
addressing the complaint, including any administrative costs incurred by the City.
3.02 Notification of Affected Owners or Businesses. The Contractor shall distribute notices
informing those affected that construction will be performed in proximity to their property.
The notice shall be distributed not less than 24 hours before commencement of work. The
Contractor shall provide a sample notification to the Engineer for approval.
3.03 “NO PARKING” Signs. The Contractor shall post temporary “NO PARKING” signs at
no cost to the City. The “NO PARKING” signs will be in place not less than 24 hours prior to
performing the work.
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3.04 Payment. No separate payment will be made for Contractor’s Responsibilities Before
Commencement of the Project. All costs for furnishing all labor, materials, tools, and
incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
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TP 4 - EARTHWORK, ROADWAY EXCAVATION AND FILL
4.01 General. Earthwork, Roadway Excavation and Fill shall include excavating, removing,
hauling, disposing, and placing in fill embankment, using approved materials, to the
subgrade elevation indicated on the Plans. Roadway excavation shall include removal of
existing soil material, asphalt concrete pavement, Portland cement concrete pavement,
roadway base material, curb, sidewalk, and driveway approaches. The work shall also
include compacting original ground, providing and placement of fill material, overhauling,
finishing roadway subbase, and miscellaneous grading. Earthwork, subgrade preparation,
and finishing roadway shall conform to the applicable requirements of Section 300,
“Earthwork” and other pertinent sections of the Standard Specifications for the various items
involved and the following requirements.
The Contractor shall protect all work from inclement weather at all times. In the event of any
storm during construction, the Contractor shall provide means to divert runoff water carrying
silts, debris, etc., from entering the storm drain system as required by the Clean Water Act
and the NPDES.
4.02 Subgrade Preparation. Subgrade preparation shall conform to the provisions of
Section 301, “Treated Soil, Subgrade Preparation, and Placement of Base Material” of the
Standard Specifications. Subgrade shall be compacted as specified in Section 301-1.3,
“Relative Compaction” of the Standard Specifications. Finished subgrades shall not deviate
more than 0.02 feet from the theoretical grading plane.
4.03 Unsuitable Material. To the best of the Engineer’s knowledge, no unsuitable material
will be encountered below the grading plane on this project. However, should unsuitable
material be encountered, it shall be removed and replace with select material from the site
at the direction of the Engineer all in accordance with the provisions of Section 5 of the
Technical Provisions of these Specifications.
4.04 Fill. Fill shall be placed in lifts compatible with the type of compaction equipment used
but no greater than 8 inches in thickness, and shall be compacted to a minimum relative
compaction of 95 percent relative compaction as specified in Section 301-1.3 of the
Standard Specifications. Each fill lift shall be treated in a similar manner. Subsequent lifts
shall not be placed until the preceding lift has been approved by the Engineer. Fill soils
shall consist of excavated onsite soil or imported soil approved by the soils engineer. All
organic or deleterious material shall be removed from the fill material prior to placement and
compaction. All imported fill shall be granular and non-expansive or of low expansion
potential (plasticity index less that 15%). Rocks, asphalt concrete, and Portland cement
concrete larger than 4 inches in diameter shall not be used unless they are sufficiently
broken down.
4.05 Safety Precautions. All excavation shall be performed, protected, sheeted, shored,
braced, and otherwise supported as required for safety and in the manner set forth in the
operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the
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State of California. Barriers shall be placed in such locations as necessary along
excavations to warn all pedestrian and vehicular traffic of such excavations.
4.06 De-Watering. The Contractor shall provide and maintain at all times during
construction, ample means and devices to promptly dispose of all water from any source
entering structural excavation, conduit trenches, or other excavations. De-watering shall be
accomplished by methods which will insure a dry excavation, the preservation of final
grades, and proper soil conditions.
4.07 Disposal of Excess Excavated Material. All excess excavated material shall become
the property of the Contractor and shall be removed from the site and disposed of by the
Contractor at no expense to the City.
4.08 Payment. Payment will be made at the lump sum price bid under Bid Item 3 for
Earthwork, Roadway Excavation And Fill. All costs for furnishing all labor, materials, tools,
and incidentals and doing all the work involved, as specified herein and as directed by the
Engineer, shall be included in the prices bid for the various contract items of work.
TP 5 – COMPACTED SELECTED FILL (If Applicable)
5.01 General. The subgrade under removed curb and gutter, sidewalk, driveway apron,
curb ramp, local depression, cross gutter, and street pavement shall be inspected prior to
placing forms. Unsuitable subgrade material, as determined by the Engineer, shall be
removed and replace with selected fill material and compacted to not less than 95 percent
relative compaction as specified in Section 301-1.3 of the Standard Specifications. The
extent of removal and replacement shall be determined by the Engineer.
5.02. No separate payment will be made for Compacted Selected Fill. All costs for
furnishing all labor, materials, tools to remove the unsuitable subgrade, place and compact
selected fill, and complete the work specified, and incidentals and doing all the work
involved, as specified herein and as directed by the Engineer, shall be included in the prices
bid for the various contract items of work.
TP 6 - SHORING FOR EXCAVATION
6.01 General. The Contractor shall conform to requirements of State of California Labor
Code Section 6500. The Contractor shall obtain approval from the State Division of the
Industrial Safety and/or OSHA for shoring to be used in the inspection of the project.
6.02 Payment. No separate payment will be made for Shoring for Excavation. All costs for
furnishing all labor, materials, tools, equipment and incidentals and for doing all work
involved in furnishing, installing, and removing shoring for excavations, as specified herein
and directed by the Engineer shall be included in the prices bid for the various contract
items of work.
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TP 7 - REMOVAL, HAULAWAY, AND DISPOSAL OF MATERIALS
7.01 General. The Contractor shall remove, haulaway, and dispose of all existing AC
pavement, PCC Pavement, curb, curb and gutter, sidewalk, driveway, storm drain pipe
(CMP), catch basins, sewer pipes, and other improvements including barrier poles,
landscaping, trees, and irrigation facilities as noted on the Plans and interfering with the new
construction unless otherwise noted on the Plans.
7.02 Payment. Payment will be made at the lump sum price bid under Bid Item 2.
Payment of the lump sum bid price for furnishing labor, materials, tools, equipment and
incidentals, and for doing all work involved as specified herein and directed by the Engineer.
TP 8 – COLD MILLING ASPHALT CONCRETE PAVEMENT (If Applicable)
8.01 General. The contractor shall cold mill the existing asphalt concrete pavement as
dimensioned on the plan and as directed by the Engineer, all in accordance with Section
302-5.2, “Cold Milling Asphalt Concrete Pavement” of the Standard Specifications.
8.02 Thickness of Cold Milling. The thickness of cold milling shall be as shown on the
Plans and corresponds to the thickness of the asphalt concrete overlay.
8.03 Payment. Payment for cold planning asphalt concrete pavement shall be made on
square foot basis and at the unit price bid under Alternate Bid Item 1. The unit prices paid
shall include full compensation for furnishing all labor, materials, tools, and equipment and
doing all work as specified herein and as directed by the Engineer, including removal and
disposal of all loosened material, sweeping, and dump fees.
TP-9 - COLD PLANING ASPHALT CONCRETE PAVEMENT
9.01 General. The Contractor shall cold plane the asphalt concrete pavement roadway
area within the limits of the project as dimensioned on the plan and as directed by the
Engineer, all in accordance with Section 302-1 “Cold Milling Asphalt Concrete Pavement” of
the Standard Specifications. Cold planning shall be as indicated on the plans.
9.02 Payment. Payment for cold planing asphalt concrete pavement shall be made on a
square foot basis and at the unit price bid under Alternate Bid Item No. 1. The unit prices
paid shall include full compensation for furnishing all labor, material, tools, and equipment
and doing all work as specified herein including removal and disposal of all loosened
material, sweeping, dump fees, and incidentals and doing all the work involved as specified
herein and as directed by the Engineer.
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TP 10 – ASPHALT CONCRETE PAVEMENT
10.01 General. Asphalt concrete pavement shall be ARHM-GG-C (PG 64-16) and or D1
(PG 64-10) and shall be constructed in accordance with Section 203, “Bituminous Materials”
and Section 302-5, “Asphalt Concrete Pavement” of the Standard Specifications and the
Plans.
10.02 Asphalt Concrete. Asphalt concrete pavement shall be constructed in accordance
with Section 302-5, “Asphalt Concrete Pavement” of the Standard Specifications. Asphalt
concrete to be used by the Contractor as part of this work shall be C2-PG 64-10 or B-PG
64-10 or ARHM-GG-C (PG 64-16) and D1 (PG 64-10)
10.03 Subgrade. Asphalt concrete pavement shall be constructed on crushed
miscellaneous base as indicated on the plans and over compacted native subgrade.
Subgrade preparation for the pavement shall be as specified in Section 4 of these
Specifications.
10.04 Clean Concrete Improvements After Asphalt Concrete Pavement. The Contractor
shall remove all asphalt concrete pavement overlay that spills onto the concrete curb gutter,
cross gutter, local depression and all other concrete improvements. Removal shall be done
as soon as practical after the asphalt concrete pavement has been laid. Any oil or other
spillage onto concrete improvements shall also be removed in a manner to leave them
completely clean of any paving material.
10.05 Payment. Payment for Asphalt Concrete will be made at the unit price bid under Bid
Items 15 and Alternate Bid Item No. 2. The unit prices paid shall also include the crushed
miscellaneous base as indicated on the plans and full compensation for furnishing all labor,
material, tools, and equipment to complete the work specified herein and as directed by the
Engineer, including the costs for removal, disposal, and disposal fees. Subgrade
preparation and cleaning of concrete improvements will be included in the cost bid for
Asphalt Concrete Pavement.
TP 11 - PORTLAND CEMENT CONCRETE AND MASONRY CONSTRUCTION
11.01 General. Portland cement concrete construction shall be in accordance with Section
201, “Concrete, Mortar and Related Materials” and Section 303, “Concrete and Masonry
Construction” of the Standard Specification and as specified in the Standard Plans for
Public Works Construction (hereinafter referred to as Standard Plans) and details shown on
the Plans. The work required includes the removal and replacement of curb and gutter,
sidewalk, curb ramps, driveway replacement, cross gutter and local depression and the
construction as shown on the Plans.
11.02 Concrete Mix. Concrete for curb and gutter, and local depression, shall be Class
520-C-2500 concrete specified by class in accordance with Section 201-1.1.2, “Concrete
Specified by Class and Alternate Class” of the Standard Specifications.
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11.03 Curb and Gutter. Concrete curb and gutter shall be constructed in conformance with
Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access
Ramps and Driveways” of the Standard Specifications, shall be per Standard Plan 120-1
and details as indicated on the Plans. Curb and gutter shall be constructed to grade
specified on the Plans.
Curb and gutter shall not be poured monolithically with adjacent concrete improvements
such as sidewalk, driveway approach, curb ramp, etc. and shall be constructed on 4 inches
of compacted crushed miscellaneous base.
The Contractor shall remove and replace a minimum of a one-foot wide strip of asphalt
pavement beyond the edge of the gutter to accommodate the construction of the curb and
gutter. Curb and gutter constructed at driveway approach shall be poured separately from
the apron and paid for separately. Payment for curb and gutter shall include the crushed
miscellaneous base under the curb and gutter and the one-foot space beyond the edge of
the gutter for the asphalt pavement.
After removing forms for curb and gutter construction at locations where planted parkway is
specified, the space behind the curb shall be filled with selected backfill material to the
elevation of the top of the curb prior to seeding as specified.
11.04 Sidewalk. Concrete sidewalk shall be constructed in accordance with Section 303-5,
“Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersection, Access Ramps and
Driveways” of the Standard Specifications and shall be per Standard Plans 112-1 and 113-
1. All sidewalks shall
be 4 inches thick. Weakened plane joints shall be constructed at regular intervals following
the pattern of existing sidewalk adjacent to the sidewalk being replaced or in the immediate
area.
Exposed roots within the subgrade area must be completely removed, voids backfilled and
compacted prior to placement of new sidewalk.
11.05 Local Depression. Portland cement concrete local depression shall be constructed in
accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley
Intersection, Access Ramps and Driveways” of the Standard Specification and shall be per
Standard Plan 313-1. All exposed edges shall be rounded to ½-inch radius. The thickness
of the local depression shall be 8 inches constructed on compacted crushed miscellaneous
base.
The asphalt concrete pavement shall be removed a distance of one foot around the local
depression to permit construction. The local depression shall be constructed on compacted
crushed miscellaneous base (Minimum 8 in. thick)
11.06 Concrete Pavement. Portland cement concrete local depression shall be constructed
in accordance with Section 303-5, “Concrete Curbs, Walks, Gutters, Cross Gutters, Alley
Intersection, Access Ramps and Driveways” of the Standard Specification and shall be per
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Standard Plan 132-2.
11.07 Curb Ramp. Concrete curb ramp shall be constructed in accordance with Section 303-5
of the Standard Specifications and shall be per Standard Plan 111-2 and 112-1. In addition, the
depressed curb and gutter shall be constructed separately from the ramp. The Contractor shall
protect in place and adjust valve covers and other structures that may be within the curb ramps
area to new grade at locations indicated on the Plans. The Contractor shall include as part of
the unit price bid for the construction of curb ramps, curb and gutter along ramps, detectable
warning (truncated domes), the cost of removal of curb, sidewalk and asphalt and/or concrete
pavement and construction of the curb ramp and asphalt and/or concrete pavement for the
entire area affected by the construction of the curb ramp.
After removing forms for curb ramp construction, the space left by the form and the area beyond
the form that was disturbed due to construction shall be filled with selected backfill material to
the elevation of the back of the curb ramp and restored to the conditions prior to construction.
Cost for curb ramps shall include the removal and replacement of additional sidewalk between
BCR and ECR (both locations). No additional payment will be made for additional sidewalk to be
replaced (if necessary) between BCR and ECR and shall be included as part of the Curb Ramp
Bid Item.
11.08 Payment. Payment for Concrete Construction will be made at the unit price bids
under Bid Items No. 4, 5, 6, 7, 8,14 & 16 and Alternate Bid No.3. The unit prices paid
shall include full compensation for furnishing all labor, materials, tools, and equipment to
complete the work specified herein and as directed by the Engineer, including the costs for
removal, disposal, and disposal fees. The unit price bid for curb and gutter includes the
cost of crushed miscellaneous base under curb and gutter
TP 12- REINFORCED CONCRETE MASONRY BLOCK
12 - GENERAL
12.1 SUMMARY
A. Section Includes:
1. Concrete block masonry.
2. Grouting of masonry.
3. Installing reinforcing steel bars in masonry.
B. Related Work Specified Elsewhere:
1. Furnishing and delivery of steel bar reinforcing for masonry.
2. Water repellent sealer.
12.2 SUBMITTALS
A. Mix Designs: Submit for mortar and grout.
12.3 JOB CONDITIONS
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A. Inspect and verify surfaces to receive Work of this Section. Report all conditions
that prevent correct installation of masonry.
12.4 QUALITY ASSURANCE
A. Tolerances: Unit masonry shall be placed within 1/8" of dimensions noted.
Reinforcement shall be placed within tolerances recommended by ACI Detailing Manual,
1980 Edition, Special Publication, SP-66.
B. REFERENCES, CODES AND STANDARDS: The following latest edition of the
references, codes and standards are hereby made a part of this Section and work shall
conform to the applicable requirements therein except as otherwise specified herein or
shown on the Drawings. Latest edition of references and codes adopted by the
Governing Agency shall apply. Nothing contained herein shall be construed as permitting
work that is contrary to code requirements.
1. California Building Code (CBC) latest edition.
2. ACI 530.1 – Latest Revision, “Specification for Masonry Structures”. PART 2
PRODUCTS
12.5 BASIC MATERIALS
A. Portland cement: UBC Std. 19-1/ASTM C150, Type I or II, low alkali; mortar cement or plastic
cement not permitted. Use one brand.
B. Hydrated lime: UBC Std. 21-13/ASTM C207, Type S.
C. Mortar sand: UBC Std. 21-14 and ASTM C144, minimum 4% passing No. 100 sieve,
uniformly graded fine to coarse.
D. Grout aggregates: UBC Std. 21-19 and ASTM C404, natural, Size No. 1 or No. 2 for fine
aggregate, Size No. 8 for coarse aggregate.
E. Mortar admix: None without prior approval of Architect and Structural Engineer.
F. Grout admix: Sika Chemical Corp. GA Grout Aid, type as required; no substitution.
G. Color pigment: Pure ground mineral oxides, non-fading, alkali and lime proof, factory
packaged, not more than 3 pounds per sack of cement.
H. Control joint filler: Dur-O-Wal "Rapid Control Joint", wide flange unless regular flange is
shown, approved sizes.
12.6 CONCRETE BLOCK MATERIALS
A. General: Block shall be as indicated on the drawings and conform to ASTM C90, Grade N-1,
steam-cured or yard air cured for 28 days, meeting Quality Control Standards of Concrete
Masonry Association, natural cement color smooth faced units unless otherwise indicated or
specified. Include matching jamb, lintel, control joint, bond beam, wall cap, and other special
shape, type, or size units as required.
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B. Colored Concrete Block: Same as above except integrally colored, color as selected from tan
or buff range of colors.
C. Slump Stone or Split-Face Concrete Block: Integrally colored of the color as selected from
tan or buff range of colors, with approved texture on all exposed faces and ends.
12.7 MORTAR AND GROUT PROPORTIONS AND MIXING
A. Strengths: Minimum compressive strengths, 1,800 psi for mortar and 2,000 psi for grout at 28
days unless noted otherwise.
B. Proportions: Accurately measure all mortar and grout by the volume method using calibrated
containers. Shovel measurements are not acceptable.
1. Mortar: Per 2103.3, one part portland cement, 3-1/2 to 4 parts sand based on dry loose
volume, and not less than 1/4-part nor over 1/2-part lime.
2. Grout: Per 2103.4, and as follows. Mix with enough water to produce consistency for
pouring without segregation.
3. Colored Mortar: Same as for mortar plus add color pigment to produce cured dry color
matching concrete unit color and the approved Sample.
C. Mixing: Place half of the required water and sand in an operating machine mixer; then add
portland cement, remainder of sand and water, and then hydrated lime. Machine mix not less
than 5 minutes after all ingredients are charged.
D. Retempering: Retemper mortar within one hour after leaving the mixer and maintain high
plasticity. Add water in a basin formed in the mortar and rework mortar into water. Discard all
mortar that is not used within one hour or that has begun to initially set.
EXECUTION
12.8 INSTALLATION OF CONCRETE BLOCK MASONRY
A. General: Lay out unit masonry to minimize cutting of units and use of odd joint sizes or bond.
Construct all masonry in accordance with Code and Concrete Masonry Association standards
for reinforced masonry. Place and embed in masonry anchors, bolts, reglets, sleeves, conduits,
and all other items furnished under other Sections, fully grouted in place. Work out details and
be responsible for size, position, and arrangement of embedded items and necessary openings.
Cut units by machine saw. Install only clean uncracked units.
B. Setting: Install masonry to preserve unobstructed vertical continuity of block cells. Full bed
face shells and cross webs in mortar. Fill header or end joints solid with mortar to a depth from
face of wall or unit not less than the thickness of the longitudinal face shells. Provide corner
bond by lapping units in successive vertical courses.
C. Cleanout Openings: Provide openings at the bottom of cells containing bar reinforcing, and at
each lift or pour of grout exceeding 48" height. Remove all overhanging mortar and other
TP-15
obstructions or debris from the interior of block cells. Seal cleanouts with matching whole units
and mortar Joints
D. Reinforcing: Use deep-cut bond beam units at horizontal reinforcing bars. Install open end
units for vertical bars unless otherwise shown. Hold vertical reinforcing bars in correct position
at top, bottom, and intervals not over 160 bar diameters between, and secure in place with
wood frames or similar devices as required for proper alignment. Install horizontal reinforcement
as erection progresses, laps wire tied. Maintain a minimum 3/4" clear space between masonry
and bars. Make laps and splices in bars not less than 40 bar diameters unless otherwise
indicated.
E. Grouting: Fill all cells with grout except where noted otherwise in the drawings. Pour in 4foot
lifts, waiting about 1-hour between lifts. Pour full height in each section of the wall in one work
shift. Consolidate grout by puddling or internal vibration, then reconsolidate about 10 minutes
later before plasticity is lost. Form horizontal construction joints by stopping the grout pour 1-
1/2" below the top of masonry units. High lift grout placement may be used at Contractor's
option as approved by the Architect and Structural Engineer and according to Code.
F. Bond and Joints: Lay units with 1/2-unit running bond, vertical joints in alternate courses
aligned and plumb. Make joints uniformly 3/8" size, concealed joints struck flush. Compact and
dense concave tool exposed joints with 1-1/2" diameter plastic or similar non-staining tool.
G. Weep Holes: Provide 1/4" diameter weep holes at bottom of ungrouted cells of exterior walls,
or provide weep holes at maximum 32" centers with drain slots under webs of intervening units.
12.9 WALL CONTROL JOINTS
A. Provide for walls where shown, control joint filler placed for full height of each joint. Caulk
exterior face of joints with elastomeric sealant.
B. Unless lesser distance apart is indicated on the drawings, construct control joints at 40’ on
centers.
12.9.1 PARGING
A. Parge walls wherever required to assure smooth surfaces to receive waterproofing.
B. Clean wall surfaces thoroughly. Apply Larson Products Co. Weldcrete bonding agent to
surfaces of wall in accordance with manufacturer's instructions.
C. Apply parge coat of Type S mortar, conforming to Title 24, Table 21-A (1 part Portland
cement, 1/4 to 1/2 part hydrated lime, 2-1/4 to 3 parts fine aggregate) with Laticrete latex admix
added per admix manufacturer's directions. Apply in 2 uniform coats to a total thickness of 3/4
inch. Scarify first parging coat to ensure full bond to subsequent coat.
D. Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum surface
variation of 1/8 inch per foot. Form a wash at top of parging and a cove at bottom. Damp cure
parging for at least 24 hours and protect until cured. Provide nailers if required for attachment of
membrane.
TP-16
12.10 CEMENT WASH ON WALL TOPS
A. Use mortar the matching masonry joints. Trowel dense and smooth with clean edges, sloped
as shown or directed, and cross score using an approved tool at nominal 32" centers. As soon
as hardened, cover with sealed plastic sheeting and keep moist for at least 10 days after
placing.
12.10.1 CURING
A. Keep newly constructed masonry damp for 3 days with regulated fog spray of water sufficient
only to moisten faces of masonry but not in an amount as to cause water to flow down over
masonry. Do not saturate masonry with water for curing or any other purposes and protect from
rain or flooding during curing period.
12.10.2 CLEANING
A. Clean mortar and grout off exposed surfaces immediately and as the Work progresses.
Acceptably repair imperfect joints, holes, defaced units, chipped edges or corners, and all other
defects, or replace the defective units as required for approval. Mortar or grout staining on
exposed masonry surfaces is subject to sandblast cleaning of the entire surface involved to
obtain clean uniform approved appearance, as directed and at no additional contract cost.
12.10.3 FIELD QUALITY CONTROL
A. Testing: Testing Laboratory shall test mortar and grout to extent shown, directed, or required
by Code.
B. Continuous Inspection: Required if indicated, and for high lift grouting operations.
12.11 Payment. Payment for Construct Reinforced Masonry Block Wall and Masonry
Retaining wall Construction will be made at the unit price bids under Bid Items No. 10, 11,
12 & 13. The unit prices paid shall include full compensation for furnishing all labor,
materials, tools, including wrought iron fence and equipment to complete the work specified
herein and as directed by the Engineer, including the costs for removal, disposal, and
disposal fees.
TP 13 - ADJUST MANHOLE FRAME AND COVER TO GRADE (if Applicable)
13.01 General. All manhole frames and covers shall be marked as to their location by the
Contractor prior to placement of the asphalt concrete pavement. Upon completion of the
asphalt concrete pavement and after reasonable time is allowed for setting, the Contractor
shall raise the manhole frames and covers to grade in accordance with Section 301-1.6,
“Adjustment of Manhole Frame and Cover Sets to Grade” of the Standard Specifications.
13.02 Manhole Frame and Cover or Vault. The manhole frame and cover or concrete
vaults that are at the finish grade of the street shall be protected along with the vault during
the cold milling and paving operations. Payment for protecting vault and manhole will be
included in the lump sum for Bid for various items of work.
TP-17
13.03 Payment. No separate payment will be made for adjusting manhole frames and
covers to grade. All costs for furnishing all labor, materials, tools to remove the unsuitable
subgrade, place and compact selected fill, and complete the work specified, and incidentals
and doing all the work involved, as specified herein and as directed by the Engineer, shall
be included in the prices bid for the various contract items of work.
TP 14 - ADJUST WATER AND GAS METER COVER TO GRADE
14.01 General. The Contractor shall adjust existing water meters/gas and covers to grade
including all fittings and incidentals. Existing covers shall be adjusted to new grade.
14.02 Payment. Payment for adjusting water meter and or gas meters and meter covers
will be made at the unit price bid under Bid Item No. 17. The unit price paid shall include
full compensation for furnishing all labor, tools, materials and equipment involved in
adjusting to grade as specified herein and as directed by the Engineer.
TP 15 - STRIPING, PAVEMENT MARKINGS AND APPURTENANCES
15.01 General. Quantities shown are not guaranteed. Striping Details shall conform to the
Standard Plans of the State of California, Department of Transportation, latest revision,
hereinafter referred to as the Caltrans Standard Plans, and with Section 214, “Pavement
Markers” of the Standard Specifications. All of the work performed under this section shall
conform to the above stated specifications and plans and to details shown on the Plans and
to the satisfaction of the Engineer.
15.02 Painted Striping, Markings, Markers and Appurtenances. Painted Traffic Pavement
Striping, Legends, Markings, Pavement Markers and Appurtenances shall conform to
Sections 210-1.6 “Paint for Traffic Striping, Pavement Marking, and Curb Marking” and 214
“Pavement Markers”, The Contractor shall apply two (2) coats of water base paint as
manufactured by MORTON, Product Number 2675A5 (White), and 2676A (Yellow), for
entire project unless otherwise indicated in writing by the Engineer. The layout of all work to
be painted shall be inspected and approved prior to painting. Any work painted without prior
approval of the layout is subject to removal and replacement at the Contractor’s expense.
15.04 Payment. Payment for Signing and Striping and Appurtenances will be made at the
lump sum price bid under Bid Item No. 29. Payment of the lump sum price bid shall include
the striping where shown on the plans and full compensation for furnishing all labor,
materials, tools and equipment, and doing all work involved as specified herein and as
directed by the Engineer. The lump sum price shall also include the preliminary
layout/marking of all striping and markings and any adjustments required by the Engineer
during the layout operation.
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TP 16-ORNAMENTAL IRON FENCES
16.01 General. The work shall consist of, but not necessarily limited to, the construction of
ornamental iron fences at the location(s) shown on the plans. Unless indicated
otherwise, fence shall be constructed in accordance with manufacturer’s
recommendations.
16.02 MATERIALS
16-02.01 Fence The welded steel ornamental iron picket fencing system shall be
Secure-Weld Plus, Western as manufactured by Merchants Metals or approved
equal. The color of the fence system shall be Black.
16-02.02 Posts, Rails, and Pickets. All posts, rails, and pickets used in the fence
system shall be extruded from ASTM A500 Cold-Formed Welded and Seamless
Carbon Steel Structural Tubing with minimum yield strength of 46,000 psi.
Specifications and sizes shall be as shown:
Component Size
Pickets 3/4” square x 16 gauge
Rails 1 1/2” square x 14 gauge
Standard Posts 2 1/2” square x 11 gauge
Spacing Between Pickets 3 11/16”
Post Spacing 94 5/8” on center
Height 48” max.
Weight Supported per Section of Fence 350+ lbs.
Panels, pickets, and flanged posts (if required) shall be of welded construction by the
gas metal arc method. Pickets shall be attached to rail in the same manner. No
rivets, rods or screws will be acceptable for assembly of panels. Layout and welding
shall be done by an experienced craftsman. All flush welds shall be ground smooth.
16-02.03 Fasteners and Accessories. All fasteners shall be galvanized steel.
Galvanized steel castings shall be used for all post caps and other miscellaneous
hardware. Brackets shall be L-shaped, slide-on type brackets. Brackets shall be
attached to the posts with ¼” x ¾” (¼” x 1” may be substituted) self-tapping tek-
screws.
16-02.04 Footings. Portland cement concrete for ornamental iron post footings shall
be produced from commercial quality aggregates and cement and shall provide a
minimum compressive strength at 28 days of 3,000 psi.
16-02.05 Finish. Finish shall be an eight stage pre-treatment and a four-stage
TP-19
corrosion resistant powder coating process or approved equal. The finish shall
conform to local environmental air quality standards. Color shall be Black, unless
otherwise specified.
Finish shall be applied after fabrication. All welds are to receive treatment with a
zinc rich-epoxy resin primer applied at a thickness of 2 to 4 mils and over cured at
400o F. The finish coat shall be 2 to 4 mils dry film thickness and shall be a TGIC
polyester powder coating that combines hardness and durability.
The 12-step process shall consist of (1) Hot alkaline cleaner, (2) Clear water rinse,
(3) Hot iron phosphate application, (4) Clear water rinse, (5) Sealer application, (6)
Ring rinse, (7) Deionized water rinse, (8) Drying at 425o F, (9) Zinc enriched epoxy
primer powder coat at 2-4 mils, (10) Gel oven heat at 400o F, (11) Ultra polyester
finish powder coat at 2-4 mils, (12) Final oven curing at 450oF.
16-03 CONSTRUCTION
Fencing indicated on the plans to be removed, shall be properly disposed off site by the
Contractor at Contractor’s expense. Any existing fence indicated to remain and which
have been damaged by the Contractor shall be replaced by him at his expense.
All earth, trees, brush and other obstructions which interfere with the proper construction
of fences shall be removed and properly disposed of off site by the Contractor.
Existing cross fences shall be connected to the new fence where indicated on the plans.
Corner posts with braces for every direction of strain shall be placed at the junction with
existing fences. Unless indicated otherwise, at structures an end post shall be installed
and the fence connected thereto.
Install fence per manufacturer's recommendations. Fence post spacing shall be in
accordance with the drawings. Footings and post cap sizes shall be as indicated on the
drawings.
Space posts uniformly in accordance with panel width, unless instructed otherwise.
Set posts in concrete. Post holes shall have a diameter 4 times the nominal post size and
6" deeper than the bottom of the post. Forms are not necessary or recommended. Crown
concrete at top to shed water.
Check each post for vertical and top alignment.
Attach brackets using ¼” x ¾” tek-screws; ¼” x 1” tek-screws may be used as an alternate.
Attach fence panels.
Any abrasions or field welds that cause damage to the factory-applied coatings shall be
thoroughly cleaned, re-primed, and touched up by the Contractor. The paint used for touch
TP-20
up shall be the same quality, color and gloss to provide a match to the manufacturer’s
finish.
Assembled sections shall support a 350 pound vertical load at the midpoint of any
horizontal rail.
The entire fence system shall have a written 10 Year Warranty against rust and defects in
workmanship and materials.
Line posts shall be spaced at not more than 8-foot intervals, measured from center to
center of posts. In general in determining the post spacing, measurement will be made
parallel to the slope of the natural ground, and all posts shall be placed in a vertical
position.
All posts shall be set in concrete footings conforming to the details contained in the Caltrans
Standard Plans.
16.04 Payment. No separate payment will be made for Ornamental Iron Fences. All
costs for furnishing all labor, materials, tools, equipment and incidentals and for doing all
work involved in furnishing and installing, as specified herein and directed by the Engineer
shall be included in the prices bid for the various contract items of work.
ATTACHMENT C - REVISED PROJECT PLANS PER ADDENDUM 2
PROJECT LOCATION
CITY OF
ROSEMEAD
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
STREET TYPICAL SECTION
STREET TYPICAL SECTION
LIST OF STANDARD DRAWINGS
SR2S SIDEWALK GAP CLOSURE PROJECT
NOTICE TO CONTRACTOR(S)
GENERAL NOTES
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("SPECIFICATIONS") 2021
EDITION, AND AMERICAN PUBLIC WORKS ASSOCIATION STD. PLANS, 2021 EDITION
AND CURRENT AMENDMENTS.
2. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER FORTY-EIGHT (48) HOURS
PRIOR TO STARTING ANY WORK; TELEPHONE NUMBER (626) 569-2151.
3. THESE PLANS ARE HEREBY MADE A PART OF THE SPECIFICATIONS AND
CONTRACTUAL AGREEMENT.
4. NO REVISION SHALL BE MADE TO THESE PLANS WITHOUT THE PRIOR APPROVAL OF
THE CITY ENGINEER.
5. THE CONTRACTOR SHALL APPLY FOR ALL NECESSARY CONSTRUCTION PERMITS FOR
ALL WORK AS SHOWN ON THESE PLANS FROM THE CITY OF ROSEMEAD.
6. ANY CONTRACTOR PERFORMING WORK AS INDICATED HEREON FOR THIS PROJECT
SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE
FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE
PLANS.
7. THE CONTRACTORS ATTENTION IS EXPRESSLY DIRECTED TO ALL THE
REQUIREMENTS AND PROVISIONS OF THE STATE OF CALIFORNIA SAFETY
REGULATIONS. CONFORMANCE THERETO SHALL BE STRICTLY ENFORCED DURING
THE ENTIRE LIFE OF THE CONTRACT.
8.THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EARTH EXCAVATION OUTSIDE
OF THE PROJECT AREA UNLESS APPROVED OTHERWISE BY THE CITY ENGINEER.
ALL AC AND CONCRETE REMOVALS SHALL BE DISPOSED OF OFF-SITE.
9. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL CONDITIONS AN DIMENSIONS AT
THE JOB SITE BEFORE COMMENCING ANY PORTION OF THE WORK; COMPARE
ACTUAL CONDITIONS WITH DRAWINGS TO ASCERTAIN CONDITIONS UNDER WHICH
WORK IS TO BE PERFORMED; CHECK AND CONFIRM LOCATION OF EXISTING
STRUCTURES, EQUIPMENT, AND UTILITIES WHICH MAY AFFECT WORK.
COMMENCEMENT OF WORK SHALL CONSTITUTE FULL ACCEPTANCE OF EXISTING
SITE CONDITIONS. THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE
CITY ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
10. THE CONTRACTOR SHALL ENACT ALL MEASURES TO PROTECT AND SAFEGUARD
WORKERS AND THE GENERAL PUBLIC FROM INJURY DURING THE ENTIRE TIME OF
CONSTRUCTION; MAINTAIN THE JOB SITE IN AN ORDERLY, CLEAN MANNER
THROUGHOUT THE COURSE OF WORK AND NOT BLOCK LEGAL EXITS OR ENTRANCES;
LEAVE WORK AREA CLEAN, FREE OF DEBRIS AT THE END OF EACH DAY; AND COMPLY
WITH ALL APPLICABLE CODES.
11. ALL CONCRETE AND ASPHALT CONCRETE PAVEMENT TO BE REMOVED SHALL BE
REMOVED UTILIZING A SAW CUT (MINIMUM CUT DEPTH 1 1/2" AND/OR OTHER
METHODS AS APPROVED BY THE CITY ENGINEER.
12. THE CONTRACTOR SHALL ADJUST ALL UTILITY VALVE BOXES, MANHOLES, ETC. TO
GRADE UPON COMPLETION OF PAVING. CONCRETE PAVEMENT SHALL BE USED TO
PATCH AROUND RAISED UTILITIES IN CONCRETE STREETS; ASPHALT CONCRETE
PAVEMENT IN ASPHALT CONCRETE STREETS.
13. THE CONTRACTOR SHALL REPLACE IN KIND, TO THE SATISFACTION OF THE CITY
ENGINEER, ANY PAVING, CURB AND GUTTER OR OTHER IMPROVEMENTS CUT,
REMOVED, OR DAMAGED IN CONJUNCTION WITH THIS PROJECT.
14. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE CITY, THE CITY ENGINEER AND THEIR REPRESENTATIVE,
HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE CITY OR THE CITY ENGINEER.
15. THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND TRAFFIC CONTROL AT ALL
TIMES TO THE SATISFACTION OF THE CITY ENGINEER, AND SHALL BE IN COMPLIANCE
WITH SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (A.Q.M.D.) RULE 403 FOR
MITIGATING DUST CONTROL.
16. BARRICADES WITH FLASHING LIGHTS ARE TO BE MAINTAINED ON ALL OBSTRUCTIONS
WITHIN EXISTING STREET RIGHT-OF-WAYS AT ALL TIMES. CONSTRUCTION WARNING
SIGNS AND FLAGMEN ARE TO BE PRESENT AT THE JOB SITE.
17. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIRING ANY DAMAGE INCURRED DUE TO HIS OPERATION.
18. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT (800) 422-4133
TWO (2) DAYS PRIOR TO BEGINNING WORK.
19. ABBREVIATIONS INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH SECTION
1-3 OF THE "SPECIFICATIONS".
20. CIRCLED NUMBERS (FOR EXAMPLE, 1 ) REFER TO CONSTRUCTION LEGEND NUMBERS.
1. ALL AVAILABLE RECORDS FROM THE CITY AND UTILITY COMPANIES
INVOLVED HAVE BEEN INVESTIGATED AND ALL KNOWN UTILITY
CONDUITS AND SUBSTRUCTURES ARE SHOWN HEREON. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITY
CONDUITS AND SUBSTRUCTURES SHOWN OR NOT SHOWN ON THESE
PLANS. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE OF
REPAIR AND/OR REPLACEMENT OF SAID UTILITY CONDUITS AND
SUBSTRUCTURES DAMAGED BY HIS OPERATION IN CONNECTION WITH
THE LIMITS OF THIS PROJECT.
2. EXISTING UTILITIES SHALL BE MAINTAINED IN-PLACE BY THE
CONTRACTOR, UNLESS OTHERWISE NOTED. RELOCATION OR
REMOVAL OF ANY EXISTING UTILITIES NOT COVERED BY THESE PLANS
SHALL BE PERFORMED BY OR UNDER THE DIRECTION OF THE
RESPECTIVE UTILITY OWNERS AT THE EXPENSE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION
OF ALL, IF ANY, EXISTING SURVEY MONUMENTS.
4. THE CONTRACTOR SHALL POSSESS A VALID STATE CONTRACTOR'S
LICENSE AND SHALL BE REQUIRED TO POSSESS A VALID CITY
BUSINESS LICENSE WHILE PERFORMING WORK ON THIS PROJECT.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL
REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK
COVERED BY THESE PLANS.
6. THE CITY SHALL NOT BE RESPONSIBLE FOR, OR LIABLE FOR
UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PROJECT ENGINEER
·STANDARD PLANS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, JULY
2018 (STATE OF CALIFORNIA).
·STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION - 2021 EDITION AMERICAN
PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER
STD.PLAN NO.TITLE
110-2 DRIVEWAY APPROACHES
112-2 CURB & SIDEWALK JOINTS
113-2 SIDEWALK AND DRIVEWAY REPLACEMENT
120-2 CURB AND GUTTER-BARRIER
122-2 CROSS AND LONGITUDINAL GUTTERS
132-3 CONCRETE PAVEMENT REPLACEMENT
133-3 ASPHALT CONCRETE PAVEMENT REPLACEMENT
205-2 SEWER MANHOLE ADJUSTMENT
206-2 MANHOLE RAISING RINGS
A74A SURVEY WELL MONUMENT
UTILITY TITLE
WATER SAN GABRIEL VALLEY WATER DISTRICT
8366 GRAND AVE
ROSEMEAD CA 91770
CONTACT: Anthony Agobian
(626) 287-0341 email: anthony@sgcwd.com
SCE 1000 POTRERO GRANDE DRIVE
MONTEREY PARK, CA 91755
CONTACT: ELIAS BERMUDEZ
(323) 720-5263
SCG THE GAS COMPANY
9400 OAKDALE, CHATSWORTH CA 91311-6511
CONTACT:MICHAEL DUENAS
(714) 634-7265
CHARTER
COMMUNICATIO
NS
4781 IRWINDALE AVENUE IRWINDALE, CA 91706
CONTACT JESSE GONZALES
(626) 430-3570
ATT 8633 GRAND AVENUE ROSEMEAD, CA 91770
CONTACT: STEVE GILLESPIE
(626) 570-7193
SHEET INDEX
SHEET DESCRIPTIONSHEET #/RANGE
1 OF 6 (T1)......................TITLE SHEET
2 OF 6 (C1)......................DELTA AVE. CONSTRUCTION PLAN
PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED
TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE
PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS
AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
THE CITY ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS'
AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH
REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
LOCATION MAP
N.T.S
PROJECT NO 21029
T1TITLE SHEET
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
15859 EDNA PL., SUITE 101
IRWINDALE, CA. 91706
(626) 960-0152 / (626) 960-9002 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
Know what's below.
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6
FROM MISSION DRIVE TO WELLS STREET
5 OF 6 (D1)......................DETAIL SHEET
6 OF 6 (ST1)....................DELTA AVE. STRIPING PLAN
DELTA AVENUE
1
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONTRACTOR NOTES:
1. CONTRACTOR SHALL PROVIDE ALL NECESSARY MEANS TO AVOID
TRACKING ASPHALT OIL ON EXISTING ASPHALT PAVEMENT OR
CONCRETE PAVEMENT DURING OPERATIONS. SEE TECHNICAL
SPECIFICATIONS FOR CONDITIONS.
2. CONTRACTOR SHALL PROTECT IN PLACE ANY MAIL BOXES, IRRIGATION
SYSTEM, ELECTRICAL CONDUIT, CABLE CONDUIT OR UTILITY LINE. IF
DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL REPLACE IN
KIND.
3. CONTRACTOR SHALL ADJUST TO GRADE ANY PULLBOXES AFFECTED
BY THIS IMPROVEMENT. IF PULLBOXES (WATER, GAS, ETC) ARE
DAMAGED, CONTRACTOR SHALL REPLACE THEM IN KIND.
4. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION AND DEPTH OF
UTILITIES.
5. CONTRACTOR SHALL PROTECT RELOCATE OR REPLACE IN KIND
EXISTING IRRIGATION SYSTEM (PIPES, HEADS, ETC) AS NECESSARY.
6. CONTRACTOR SHALL BACKFILL AND RESEED LANDSCAPE.AS
NECESSARY FOR LANDSCAPE AREAS AFFECTED BY THIS
IMPROVEMENT.
7. CONTRACTOR SHALL COORDINATE LAYOUT OF AC REMOVALS WITH
PUBLIC WORKS INSPECTOR.
8. THE CITY WILL LAYOUT THE PRECISE LOCATION OF ALL CONCRETE
PAVING AND OTHER IMPROVEMENTS SHOWN ON THE PLANS. THESE
IMPROVEMENTS AS SHOWN MAY VARY SLIGHTLY AS TO LOCATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND
QUANTITIES AS MARKED OUT BY THE CITY.
9.CONTRACTOR SHALL INSTALL TEMPORARY ASPHALTIC CONCRETE
PAVEMENT AS INDICATED BY THE ENGINEER OR INSPECTOR. THE
ENGINEER OR INSPECTOR SHALL DETERMINE THE EXACT LOCATION
WHERE TEMPORARY RESURFACING WILL BE NEEDED. THE
CONTRACTOR SHALL NOT MIX TEMPORARY ASPHALTIC CONCRETE
WITH PERMANENT ASPHALTIC CONCRETE, PORTLAND CEMENT
CONCRETE, EARTH OR OTHER MATERIALS THAT ARE TO BE REMOVED
FROM THE SITE. ALL COSTS INVOLVED IN COMPLYING WITH THE
ABOVE REQUIREMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID
FOR CLEARING AND GRUBBING.
3 OF 6 (C2)......................DELTA AVE. CONSTRUCTION PLAN
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
4 OF 6 (C3)......................RETAINING WALL PLAN AND PROFILE
10-4-2022
10+0011+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
10+5011+0010+50STOP
DETAIL "K"DETAIL "K"
16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
CONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUEWELLS AVENUEDELTA AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50
STOPCONSTRUCTION NOTES CONSTRUCTION NOTES (CONT)
C2
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
CONSTRUCTION PLAN
DELTA AVENUE
MISSION AVENUE
FINISHED FLOOR
EDGE OF PAVEMENT
FINISHED SURFACE
GUY ANCHOR
CONCRETE
FLOWLINE
NATIVE GROUND
STREET LIGHT
TOP OF CURB
TOP OF WALL
WATER METER
FF
FIRE HYDRANT
PARKING LOT LIGHT
SEWER CLEANOUT
EP
FS
GA
FH
CONC
FL
NG
PKL
TW
SL
TC
SCO
WM
PP POWER POLE
CHAIN LINK FENCECLF
BACK OF WALKBW
STORM DRAINSD
EXISTING GRADEEG
LEGEND
POWER POLE
TREE
WATER METER
FIRE HYDRANT
SIGN
SEWER MANHOLE
GAS METER
SLOPE GRADING
STORM DRAIN MANHOLE
PROPOSED PCC
FULL DEPTH AC
RETAINING CURB
MASONRY RET. BLOCK WALL
FENCE
MASONRY BLOCK WALL
C3
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil EngineersLand SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
DELTA AVENUE
LEGENDS
350
330
340
12+00
RETAINING WALL PLAN AND PROFILE
STA. 10+35.00 TO STA 12+10.17
DELTA STREET
350
330
340
11+0010+50 13+00
FOR CONSTRUCTION IMPROVEMENTS REFER TO SHEET C1
WALL ACCURATE FOR WALL AND PROFILE ONLY
11+50 12+50
CONSTRUCTION NOTES
11+50 12+00 12+50 13+0011+0010+50STOPSTA. 10+00 DELTA AVENUE
CONSTRUCTION NOTES
DETAIL "A"
VARIABLE CONCRETE RETAINING CURB
DETAIL "K"
FENCE CMU WALL
DETAIL "C"
MASONRY RETAINING BLOCK WALL
DETAIL "E"
COLORIZED CONCRETE CROSSWALK
NOTES:
SECTION A-A
N.T.S.
DETAIL "D"
DRIVEWAY APROACH PLAN VIEW DETAIL "G"
ELEVATION DETAIL "F"
MAILBOX RELOCATION DETAIL "H"
CURB RAMP DETAIL " I "
A
PLAN VIEW
SECTION A-A
FOOTING /CONCRETE
CONNECTION DETAIL "J"
TYPICAL @ WALL LOCATION TYPICAL @ FENCE LOCATION
NOTES:
NOTES:
BRICK PILASTER DETAIL
12'
NOTES:SPECIFICATIONS:
CMU PILASTER
11+5011+00
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
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6
DETAILS D1
5
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE
10+0010+5010+50STOP 27+00 27+50
STOP6
ST1
DWG. NO.ECEngineers, Inc.JCONSULTING CIVIL ENGINEERS
18800 AMAR RD., SUITE B13
WALNUT, CA. 91789
(626) 667-8675 / (626) 667-8674 FAX
Civil Engineers
Land SurveyorsLand Planners
Plans Prepared By:
PLANS PREPARED UNDER THE SUPERVISION OF:DATE:Know what's below.
before you dig.Call
R
6
STRIPING PLAN & DETAILS
DELTA STREET
WELLS STREETMISSION DRIVEDELTA STREET
DELTA AVENUE SR2S SIDEWALK GAP CLOSURE PROJECT
FROM WELLS STREET TO MISSION DRIVE