CONTRACT 4836 CLOSEDAgreement No. 4836
PROFESSIONAL SERVICES AGREEMENT
BETWEEN
THE CITY OF EL SEGUNDO AND
AKM Consulting Engineers
This AGREEMENT is entered into this 81h day of April, 2015, by and between the CITY
OF EL SEGUNDO, a municipal corporation and general law city ( "CITY ") and AKM
Consulting Engineers, a California Corporation ( "CONSULTANT ").
1. CONSIDERATION,
A. As partial consideration, CONSULTANT agrees to perform the work listed in the
SCOPE OF SERVICES, below;
B. As additional consideration, CONSULTANT and CITY agree to abide by the
terms and conditions contained in this Agreement;
C. As additional consideration, CITY agrees to pay CONSULTANT a sum not to
exceed eighteen thousand nine hundred and fourteen dollars ($18,914.00) for
CONSULTANT's services. CITY may modify this amount as set forth below.
Unless otherwise specified by written amendment to this Agreement, CITY will
pay this sum as specified in the attached Exhibit "A," which is incorporated by
reference.
2. SCOPE OF SERVICES.
A. CONSULTANT will perform services listed in the attached Exhibit "A," which is
incorporated by reference.
B. CONSULTANT will, in a professional manner, furnish all of the labor, technical,
administrative, professional and other personnel, all supplies and materials,
equipment, printing, vehicles, transportation, office space and facilities, and all
tests, testing and analyses, calculation, and all other means whatsoever, except as
herein otherwise expressly specified to be furnished by CITY, necessary or proper
to perform and complete the work and provide the professional services required
of CONSULTANT by this Agreement.
3. PERFORMANCE STANDARDS. While performing this Agreement, CONSULTANT
will use the appropriate generally accepted professional standards of practice existing at the time
of performance utilized by persons engaged in providing similar services. CITY will
continuously monitor CONSULTANT's services. CITY will notify CONSULTANT of any
deficiencies and CONSULTANT will have fifteen (15) days after such notification to cure any
shortcomings to CITY's satisfaction. Costs associated with curing the deficiencies will be borne
by CONSULTANT.
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4. PAYMENTS. For CITY to pay CONSULTANT as specified by this Agreement,
CONSULTANT must submit a detailed invoice to CITY which lists the hours worked and
hourly rates for each personnel category and reimbursable costs (all as set forth in Exhibit "A ")
the tasks performed, the percentage of the task completed during the billing period, the
cumulative percentage completed for each task, the total cost of that work during the preceding
billing month and a cumulative cash flow curve showing projected and actual expenditures
versus time to date.
5. NON - APPROPRIATION OF FUNDS. Payments due and payable to CONSULTANT for
current services are within the current budget and within an available, unexhausted and
unencumbered appropriation of the CITY. In the event the CITY has not appropriated sufficient
funds for payment of CONSULTANT services beyond the current fiscal year, this Agreement
will cover only those costs incurred up to the conclusion of the current fiscal year.
6. ADDITIONAL WORK.
A. CITY's city manager ( "Manager ") may determine, at the Manager's sole
discretion, that CONSULTANT must perform additional work ( "Additional
Work ") to complete the Scope of Work. If Additional Work is needed, the
Manager will give written authorization to CONSULTANT to perform such
Additional Work.
B. if CONSULTANT believes Additional Work is needed to complete the Scope of
Work, CONSULTANT will provide the Manager with written notification that
contains a specific description of the proposed Additional Work, reasons for such
Additional Work, and a detailed proposal regarding cost.
C. Payments over $6,000.00 for Additional Work must be approved by CITY's city
council. All Additional Work will be subject to all other terms and provisions of
this Agreement.
7. FAMILIARITY WITH WORK,
A. By executing this Agreement, CONSULTANT agrees that it has:
Carefully investigated and considered the scope of services to be
performed;
ii. Carefully considered how the services should be performed; and
iii, Understands the facilities, difficulties, and restrictions attending
performance of the services under this Agreement.
B. If services involve work upon any site, CONSULTANT agrees that
CONSULTANT has or will investigate the site and is or will be fully acquainted
with the conditions there existing, before commencing the services hereunder.
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Should CONSULTANT discover any latent or unknown conditions that may
materially affect the performance of the services, CONSULTANT will
immediately inform CITY of such fact and will not proceed except at
CONSULTANT's own risk until written instructions are received from CITY.
8. TERM. The term of this Agreement will be from April 8, 2015, to September 30, 2016.
Unless otherwise determined by written amendment between the parties, this Agreement will
terminate in the following instances:
A. Completion of the work specified in Exhibit "A ";
B. Termination as stated in Section 16.
9. TIME FOR PERFORMANCE,
A. CONSULTANT will not perform any work under this Agreement until:
i.. CONSULTANT furnishes proof of insurance as required under Section 23
of this Agreement; and
ii. CITY gives CONSULTANT a written notice to proceed,
B. Should CONSULTANT begin work on any phase in advance of receiving written
authorization to proceed, any such professional services are at CONSULTANT's
own risk.
10. TIME EXTENSIONS. Should CONSULTANT be delayed by causes beyond
CONSULTANT's control, CITY may grant a time extension for the completion of the contracted
services. If delay occurs, CONSULTANT must notify the Manager within forty-eight hours (48
hours), in writing, of the cause and the extent of the delay and how such delay interferes with the
Agreement's schedule. The Manager will extend the completion time, when appropriate, for the
completion of the contracted services.
11. CONSISTENCY. In interpreting this Agreement and resolving any ambiguities, the main
body of this Agreement takes precedence over the attached Exhibits; this Agreement supersedes
any conflicting provisions. Any inconsistency between the Exhibits will be resolved in the order
in which the Exhibits appear below:
A. Exhibit A: Proposal for Services.
12. CHANGES. CITY may order changes in the services within the general scope of this
Agreement, consisting of additions, deletions, or other revisions, and the contract sum and the
contract time will be adjusted accordingly. All such changes must be authorized in writing,
executed by CONSULTANT and CITY. The cost or credit to CITY resulting from changes in
the services will be determined in accordance with written agreement between the parties.
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13. TAXPAYER IDENTIFICATION NUMBER. CONSULTANT will provide CITY with a
Taxpayer Identification Number.
14. PERMITS AND LICENSES. CONSULTANT, at its sole expense, will obtain and
maintain during the term of this Agreement, all necessary permits, licenses, and certificates that
may be required in connection with the performance of services under this Agreement.
15. WAIVER. CITY's review or acceptance of, or payment for, work product prepared by
CONSULTANT under this Agreement will not be construed to operate as a waiver of any rights
CITY may have under this Agreement or of any cause of action arising from CONSULTANT's
performance. A waiver by CITY of any breach of any term, covenant, or condition contained in
this Agreement will not be deemed to be a waiver of any subsequent breach of the same or any
other term, covenant, or condition contained in this Agreement, whether of the same or different
character.
16, TERMINATION.
A. Except as otherwise provided, CITY may terminate this Agreement at any time
with or without cause.
B. CONSULTANT may terminate this Agreement at any time with CITY's mutual
consent. Notice will be in writing at least thirty (30) days before the effective
termination date.
C, Upon receiving a termination notice, CONSULTANT will immediately cease
performance under this Agreement unless otherwise provided in the termination
notice. Except as otherwise provided in the termination notice, any additional
work performed by CONSULTANT after receiving a termination notice will be
performed at CONSULTANT' own cost; CITY will not be obligated to
compensate CONSULTANT for such work.
D. Should termination occur, all finished or unfinished documents, data, studies,
surveys, drawings, maps, reports and other materials prepared by CONSULTANT
will, at CITY's option, become CITY's property, and CONSULTANT will
receive just and equitable compensation for any work satisfactorily completed up
to the effective date of notice of termination, not to exceed the total costs under
Section 1(C).
E. Should the Agreement be terminated pursuant to this Section, CITY may procure
on its own terms services similar to those terminated.
F. By executing this document, CONSULTANT waives any and all claims for
damages that might otherwise arise from CITY's termination under this Section.
17. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models,
photographs and reports prepared by CONSULTANT under this Agreement are CITY's
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property. CONSULTANT may retain copies of said documents and materials as desired, but
will deliver all original materials to CITY upon CITY's written notice. CITY agrees that use of
CONSULTANT's completed work product, for purposes other than identified in this Agreement,
or use of incomplete work product, is at CITY's own risk.
18. PUBLICATION OF DOCUMENTS. Except as necessary for performance of service
under this Agreement, no copies, sketches, or graphs of materials, including graphic art work,
prepared pursuant to this Agreement, will be released by CONSULTANT to any other person or
public CITY without CITY's prior written approval. All press releases, including graphic
display information to be published in newspapers or magazines, will be approved and
distributed solely by CITY, unless otherwise provided by written agreement between the parties.
19. INDEMNIFICATION.
A. CONSULTANT agrees to the following:
i. Indemnification for Professional Services. CONSULTANT will save
harmless and indemnify and at CITY's request reimburse defense
costs for CITY and all its officers, volunteers, employees and
representatives from and against any and all suits, actions, or claims,
of any character whatever, brought for, or on account of, any injuries
or damages sustained by any person or property resulting or arising
from any negligent or wrongful act, error or omission by
CONSULTANT or any of CONSULTANT's officers, agents,
employees, or representatives, in the performance of this Agreement,
except for such loss or damage arising from CITY's sole negligence or
willful misconduct.
ii. Indemnification for other Damages. CONSULTANT indemnifies and
holds CITY harmless from and against any claim, action, damages,
costs (including, without limitation, attorney's fees), injuries, or
liability, arising out of this Agreement, or its performance, except for
such loss or damage arising from CITY's sole negligence or willful
misconduct. Should CITY be named in any suit, or should any claim
be brought against it by suit or otherwise, whether the same be
groundless or not, arising out of this Agreement, or its performance,
CONSULTANT will defend CITY (at CITY's request and with
counsel satisfactory to CITY) and will indemnify CITY for any
judgment rendered against it or any sums paid out in settlement or
otherwise.
B. For purposes of this section "CITY" includes CITY's officers, officials,
employees, agents, representatives, and certified volunteers.
C. It is expressly understood and agreed that the foregoing provisions will survive
termination of this Agreement.
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D, The requirements as to the types and limits of insurance coverage to be
maintained by CONSULTANT as required by Section 23, and any approval of
said insurance by CITY, are not intended to and will not in any manner limit or
qualify the liabilities and obligations otherwise assumed by CONSULTANT
pursuant to this Agreement, including, without limitation, to the provisions
concerning indemnification.
20. ASSIGNABILITY. This Agreement is for CONSULTANT's professional services.
CONSULTANT's attempts to assign the benefits or burdens of this Agreement without CITY's
written approval are prohibited and will be null and void.
21. INDEPENDENT CONTRACTOR. CITY and CONSULTANT agree that
CONSULTANT will act as an independent contractor and will have control of all work and the
manner in which is it performed. CONSULTANT will be free to contract for similar service to
be performed for other employers while under contract with CITY. CONSULTANT is not an
agent or employee of CITY and is not entitled to participate in any pension plan, insurance,
bonus or similar benefits CITY provides for its employees. Any provision in this Agreement that
may appear to give CITY the right to direct CONSULTANT as to the details of doing the work
or to exercise a measure of control over the work means that CONSULTANT will follow the
direction of the CITY as to end results of the work only.
22. AUDIT OF RECORDS. CONSULTANT will maintain full and accurate records with
respect to all services and matters covered under this Agreement. CITY will have free access at
all reasonable times to such records, and the right to examine and audit the same and to make
transcript therefrom, and to inspect all program data, documents, proceedings and activities.
CONSULTANT will retain such financial and program service records for at least three (3) years
after termination or final payment under this Agreement.
23. INSURANCE..
A. Before commencing performance under this Agreement, and at all other times this
Agreement is effective, CONSULTANT will procure and maintain the following
types of insurance with coverage limits complying, at a minimum, with the limits
set forth below:
jijpc or In Urance
Commercial general liability:
Professional Liability
Business automobile liability
Workers compensation
Limits
$1,000,000
$1,000,000
$1,000,000
Statutory requirement
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B. Commercial general liability insurance will meet or exceed the requirements of
the most recent ISO -CGL Form. The amount of insurance set forth above will be
a combined single limit per occurrence for bodily injury, personal injury, and
property damage for the policy coverage. Liability policies will be endorsed to
name CITY, its officials, and employees as "additional insureds" under said
insurance coverage and to state that such insurance will be deemed "primary"
such that any other insurance that may be carried by CITY will be excess thereto.
Such endorsement must be reflected on ISO Form No. CG 20 10 11 85 or 88, or
equivalent. Such insurance will be on an "occurrence," not a "claims made," basis
and will not be cancelable or subject to reduction except upon thirty (30) days
prior written notice to CITY.
C. Professional liability coverage will be on an "occurrence basis" if such coverage
is available, or on a "claims made" basis if not available. When coverage is
provided on a "claims made basis," CONSULTANT will continue to renew the
insurance for a period of three (3) years after this Agreement expires or is
terminated. Such insurance will have the same coverage and limits as the policy
that was in effect during the term of this Agreement, and will cover
CONSULTANT for all claims made by CITY arising out of any errors or
omissions of CONSULTANT, or its officers, employees or agents during the time
this Agreement was in effect.
. Automobile coverage will be written on ISO Business Auto Coverage Form CA
00 01 06 92, including symbol 1 (Any Auto).
E. CONSULTANT will furnish to CITY duly authenticated Certificates of Insurance
evidencing maintenance of the insurance required under this Agreement and such
other evidence of insurance or copies of policies as may be reasonably required
by CITY from time to time. Insurance must be placed with insurers with a current
A.M. Best Company Rating equivalent to at least a Rating of "A:Vll."
F. Should CONSULTANT, for any reason, fail to obtain and maintain the insurance
required by this Agreement, CITY may obtain such coverage at
CONSULTANT's expense and deduct the cost of such insurance from payments
due to CONSULTANT under this Agreement or terminate pursuant to Section l6,
24. USE OF SUBCONTRACTORS. CONSULTANT must obtain CITY's prior written
approval to use any consultants while performing any portion of this Agreement. Such approval
must approve of the proposed consultant and the terms of compensation.
25. INCIDENTAL TASKS. CONSULTANT will meet with CITY monthly to provide the
status on the project, which will include a schedule update and a short narrative description of
progress during the past month for each major task, a description of the work remaining and a
description of the work to be done before the next schedule update.
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Agreement No. 4836
26. NOTICES. All communications to either party by the other party will be deemed made
when received by such party at its respective name and address as follows:
If to CONSULTANT:
AKM Consulting Engineers
553 Wald
Irvine, CA 92618
Attention: Zeki Kayiran
Tf to (`TTV-
City of El Segundo
350 Main St
El Segundo, CA
Attention: Larry Klingaman
Any such written communications by mail will be conclusively deemed to have been received by
the addressee upon deposit thereof in the United States Mail, postage prepaid and properly
addressed as noted above. In all other instances, notices will be deemed given at the time of
actual delivery. Changes may be made in the names or addresses of persons to whom notices are
to be given by giving notice in the manner prescribed in this paragraph.
27. CONFLICT OF INTEREST. CONSULTANT will comply with all conflict of
interest laws and regulations including, without limitation, CITY's conflict of interest
regulations.
28. SOLICITATION. CONSULTANT maintains and warrants that it has not employed nor
retained any company or person, other than CONSULTANT's bona fide employee, 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 CONSULTANT's bona fide employee, any fee,
commission, percentage, brokerage fee, gift or other consideration contingent upon or resulting
from the award or making of this Agreement. Should CONSULTANT breach or violate this
warranty, CITY may rescind this Agreement without liability.
29. THIRD PARTY BENEFICIARIES. This Agreement and every provision herein is
generally for the exclusive benefit of CONSULTANT and CITY and not for the benefit of any
other party. There will be no incidental or other beneficiaries of any of CONSULTANT's or
CITY's obligations under this Agreement.
30. INTERPRETATION. This Agreement was drafted in, and will be construed in
accordance with the laws of the State of California, and exclusive venue for any action
involving this agreement will be in Los Angeles County.
31. COMPLIANCE WITH LAW. CONSULTANT agrees to comply with all federal,
state, and local laws applicable to this Agreement.
32. ENTIRE AGREEMENT. This Agreement, and its Attachments, sets forth the
entire understanding of the parties. There are no other understandings, terms or other
agreements expressed or implied, oral or written. There are one (1) Attachments to this
Agreement. This Agreement will bind and inure to the benefit of the parties to this Agreement
and any subsequent successors and assigns.
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Agreement No. 4836
33. RULES OF CONSTRUCTION. Each Party had the opportunity to independently review this
Agreement with legal counsel. Accordingly, this Agreement will be construed simply, as a whole,
and in accordance with its fair meaning; it will not be interpreted strictly for or against either Party.
34. SEVERABILITY. If any portion of this Agreement is declared by a court of competent
jurisdiction to be invalid or unenforceable, then such portion will be deemed modified to the
extent necessary in the opinion of the court to render such portion enforceable and, as so
modified, such portion and the balance of this Agreement will continue in full force and effect.
35. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary
action has been taken by the Parties to authorize the undersigned to execute this Agreement and to
engage in the actions described herein. This Agreement may be modified by written amendment.
CITY's executive manager, or designee, may execute any such amendment on behalf of CITY.
36. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Agreement,
agreements ancillary to this Agreement, and related documents to be entered into in connection
with this Agreement will be considered signed when the signature of a party is delivered by
facsimile transmission. Such facsimile signature will be treated in all respects as having the
same effect as an original signature.
37. CAPTIONS. The captions of the paragraphs of this Agreement are for convenience of
reference only and will not affect the interpretation of this Agreement.
38. TIME IS OF ESSENCE. Time is of the essence for each and every provision of this
Agreement.
39, FORCE MAJEURE. Should performance of this Agreement be prevented due to fire, flood,
explosion, acts of terrorism, war, embargo, government action, civil or military authority, the
natural elements, or other similar causes beyond the Parties' reasonable control, then the
Agreement will immediately terminate without obligation of either party to the other.
40. STATEMENT OF EXPERIENCE. By executing this Agreement, CONSULTANT
represents that it has demonstrated trustworthiness and possesses the quality, fitness and capacity
to perform the Agreement in a manner satisfactory to CITY. CONSULTANT represents that its
financial resources, surety and insurance experience, service experience, completion ability,
personnel, current workload, experience in dealing with private consultants, and experience in
dealing with public agencies all suggest that CONSULTANT is capable of performing the
proposed contract and has a demonstrated capacity to deal fairly and effectively with and to
satisfy a public CITY.
[Signatures on next page]
in
Agreement No. 4836
IN WITNESS WHEREOF the parties hereto have executed this contract the day and year
first hereinabove written.
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Taxpayer ID No. 33 04 2.2 0(a G
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AKM Consulting Engineers
553 Wald
Irvine, CA 92618
Telephone: 949.753.7333
Facsimile: 949.753.7320
April 7, 2015
City of El Segundo
350 Main Street
El Segundo, CA 90245
Attention: Mr. Larry Klingaman, Information Systems Manager
Agreement No. 4836
Water
Resources
Infrastructure
Construction
Management
Municipal
Services
Subject: Proposal to Provide Construction Inspection Services for the City of El Segundo -
Fiber Optic Network Expansion
Dear Mr. Klingaman:
AKM Consulting Engineers is pleased to submit this proposal to provide construction inspection
services for the City Wide Fiber Optic Network Expansion. Our proposed scope of services and fee
estimate are as follows:
TASK 1- PRECONSTRUCTION ACTIVITIES
A. Prior to beginning the project, the Construction Inspector will be completely familiar with the
project plans, specifications, applicable City standards and the standards of other agencies having
jurisdiction over the project as well as all other construction related documents. He will also
become familiar with traffic control plans, the baseline construction schedule, construction
sequence, and permit requirements. Any questions regarding interpretation, meaning or intent
arising from the review shall be clarified with the City and /or the design engineer prior to
commencement of the project.
B. AKM will schedule a pre - construction conference. The meeting will be attended by representatives
of the City of El Segundo, AKM, the Contractor, and all other project stakeholders such as local
authorities including police and fire departments, other affected utility /facility owner's personnel,
affected community members such as residents, the local school district or nearby business owners
and any other regulatory agency having jurisdiction over the project. The meeting will review the
project objectives, introduce key personnel for the City, AKM, Contractor and define their roles on
the project, discuss the Contractors initial Construction Schedule; review labor compliance
requirements, progress payment procedures, and project record keeping; establish project lines of
communication, appropriate project site conduct, and other project procedures; and discuss public
relations concerns and procedures including required Public Notices. Potential utility and traffic
safety problems shall be discussed. A written record of attendance and detailed meeting minutes of
items discussed will be prepared and distributed to all attendees by AKM. AKM will distribute a
draft copy of the pre - construction meeting minutes to the City for initial review and comment prior
AKM Propojifa 15.1034
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to distributing the draft minutes to the other attendees for comment. After incorporating all
comments, AKM will distribute a final copy of the pre - construction meeting minutes.
C. The Construction inspector will thoroughly review the traffic control plans prior to beginning the
project. The traffic control plans will be the basis for verifying compliance when reviewing the
Contractor's traffic control measures and maintenance throughout the duration of the project. Any
potential concerns with the traffic control plans will be brought to the attention of the City. At a
minimrnn, the Construction inspector will review the traffic control daily after it is mobilized to
verify it is being maintained intact and as designed, and that traffic control devices have not been
tampered with or disturbed from their intended positions.
TASK 2 - CONSTRUCTION PHASE
A. in an effort to define and review existing construction issues, as well as coordinate project
elements, AKM will schedule weekly construction progress meetings. Attendees will typically
include key representatives from the City of El Segundo, AKM, the Contractor and other agencies
having jurisdiction over the project. The Construction inspector shall attend regularly scheduled
construction progress meetings. The following are typical items that are addressed during
meetings: Work completed during the previous 2 weeks, overall schedule review, submittal status,
schedule of work for the next two weeks, future items requiring coordination, RFI status, as -built
drawing maintenance, progress payments, contract change orders, materials and equipment
delivered, site maintenance and safety, neighboring property owner comments and concerns, and
Contractor performance relative to project schedule, cost, and frequency of non - compliance notices
and /or corrective work.
B. AKM will process Contractor submittals and distribute them to the City for review. The
Construction Inspector will pre - screen submittals to verify they are complete and relevant prior to
distributing to the City for technical review. AKM will create a project submittal register to track
each submittal and identify the date the submittal was received by AKM, the date it was transmitted
to the City for review, the date the submittal was returned by the design engineer and City and the
noted status of the submittal (no exceptions taken, revise and resubmit, make corrections noted or
submit specified iterns), and the date submittal was returned to the Contractor. The submittal
register will also track each re- submittal as noted above when re- submittal for an item is required.
AKM will distribute the comments back to the Contractor as well as the final submittals.
C. Requests for information, submittals, shop drawings, proposed contract change orders and plan
revisions will be processed, tracked and logged both in hardcopy and in electronic format. At the
conclusion of the project, AKM will submit electronic copies of all project correspondence,
submittals, meeting notes /minutes, contract change orders and schedules in DVD format, or other
format acceptable to the City.
D. The Construction Inspector will review the completed work quantities at the conclusion of the work
with the Contractor's Field Superintendent and /or Project Manager at the project site. AKM will
review the Contractor's updated as -built drawings at this time. The Contractor will then submit a
payment request on a form acceptable to the City to AKM for approval, including any and all
required paperwork. AKM will review the payment request for accuracy and completeness and
review any other required paperwork such as certified payroll reports, statements of compliance
and updated progress schedules. if AKM discovers errors, the Contractor will be notified for
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City of E`4S (q'px4,Ad /,) Apra, 7, 2015
AttNgtU' v Mr. Larry K14iffc; ina Paq&3
corrections. Once the payment request and all required paperwork are correct, AKM will forward
them to the City with a statement of AKM's recommendation for payment.
E. Inspection of the work will be provided to ascertain that the work is done in accordance with the
requirements of the Contract Documents, and permits.
A dated photographic log will be kept by the Construction Inspector during the prosecution of the
project. Time stamped and dated photographs will be included in the daily report with descriptive
captions of each photograph. All project photographs will be stored electronically on a DVD, saved
with descriptive file names and date taken for easy identification. They will be submitted to the
City weekly, or any other duration desired by the City.
F. AKM will verify that the Contractor has notified all affected utilities for the project. This will entail
verifying that the Contractor has contacted Dig Alert and that all utilities have clearly marked the
location of their facilities. AKM will not permit the Contractor to begin construction activities prior
to all affected utilities being notified and all underground utilities being clearly marked. During
exploratory excavations, "potholing," the Construction Inspector will provide inspection verifying
that the utility is located, accurately measured and documented, and any conflicts are identified.
When utility conflicts are encountered, AKM will verify that the Contractor immediately notifies the
utility owner as well as the City. AKM will continually keep the City informed of all utility
coordination and relocation issues until resolution.
G. When the Construction Inspector determines the Contractor's work in progress or completed work
to be deficient and not in conformance with the contract requirements, or that the Contractor has
refused to comply with the Contract, a non- compliance notice will be issued. The Contractor's Field
Superintendent will immediately be verbally notified of the non- compliance and the requirement
for corrective action to be taken. AKM will follow up with a written notice, on a form acceptable to
the City, sent to the Contractor's address on record. The form will reference the date and time the
non - compliance was determined, the name of the Field Superintendent who was notified, sections
of the project specifications and /or pages of the plans that substantiate the non - compliance, a
thorough description of the non - compliance, how the work was determined to be non - compliant
(inspection, testing, or other means), the estimated value of the non - complying work and if the
work is defective and is to be repaired /corrected or if the work is rejected and must be removed
and replaced with work complying with the plans, specifications and all applicable regulations. The
form will be signed and dated by the Construction Inspector and sent to the Contractor via regular
mail. An electronic PDF copy will also be immediately transmitted to the Contractor via email. The
form will contain a signature block for the Contractor to sign, date and send back to AKM to
acknowledge receipt.
H. We will provide geotechnical and field materials sampling and testing, including aggregate base,
soil, fill material, asphalt concrete sampling and testing; soil, aggregate base, and asphalt
compaction testing through a qualified subconsultant. The Construction Inspector will coordinate
with the subconsultant to schedule materials testing and sampling as necessary during
construction. A breakdown of the testing anticipated is included with our fee proposal.
i. Daily reports will be created by the Construction hnspector for each day on the project. The daily
report will contain a written summary of work completed and all construction activities occurring
at the site. The summary will contain specific tirnes and durations that work or events occurred.
The daily report will also document weather conditions; drawing, specification and stationing
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City of EbSequa 4C'lo- APrLL 7, 2015
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references for work completed; traffic control measures taken by the Contractor; quantity of
materials used; quantity of materials not used yet stored on site; equipment on site and whether
the equipment was used; time that equipment was used on the project; and the names, labor
classifications, and hours worked for all Contractor Employees including subcontractors. Detailed
descriptions will be provided to document any conversations with the Contractor's Field
Superintendent or other Contractor Personnel, information given to the Contractor, non-
compliance notices issued, any construction issues identified by the Contractor, and any visitors to
the project site and their purpose for being there.
The Construction Inspector will make notations in the daily report regarding the safety measures
employed by the Contractor; any safety concerns, violations, or deficiencies noticed; and action
taken by the Contractor to correct them.
The daily report will also contain notations regarding potential conflicts that may result in a
request by the Contractor for a contract change order. If no issue or conflict is discovered for a
particular day, the Inspector will note that in the report
Time noted and dated photographs of construction activities will be included in the daily report.
Sketches, drawings, or details will be prepared by the Construction Inspector as necessary to
explain and document daily construction activities, and will be included in the daily report.
Daily reports will be completed the same day the inspections were conducted to ensure the
accuracy and completeness of the report. Signed copies of the report will be transmitted to the City
weekly or at any other frequency desired by the City.
The Construction Inspector will make daily observations at the project site to verify compliance
with the City's NPDES permits and requirements, SWPPP plans and all other local, state, and federal
laws and regulations. When non - compliance is determined, the Contractor will be issued a non-
compliance notice.
J. All construction related correspondence transmitted to the Contractor will be routed through AKM.
The City will be copied on all correspondence transmitted by AKM to the Contractor or any other
organization /agency involved. RF1's will be sent directly to the City of El Segundo,
K. The Construction inspector will continually monitor that the Contractor is keeping accurate record
as -built drawings reflecting the actual locations, materials, quantities and dimensions of the work
constructed including differences resulting from shop drawing revisions, and change order
modifications. The Construction inspector will also maintain a record set of as -built drawings and
immediately update the drawings as soon as any variances are known. At the conclusion of the
project, the Construction Inspector- will review the Contractor's as -built drawings to verify that all
variations from the original contract drawings have been accurately recorded.
L. During the course of the project AKM will interpret and enforce the requirements of the Contract
Documents. The Construction Inspector will preemptively monitor for potential conflicts that may
result in a contract change order. Daily notations of any conflicts observed or potential contract
change orders will be made in the daily reports noting the time of a dispute, time of notification by
the Contractor and of any action taken by the Inspector. Detailed accounts of any disputes with the
Contractor relating to the project scope of work will also be documented in the daily report. AKM
will immediately notify the City in writing when a conflict, dispute, design problem and /or potential
contract change order arises. Contract change order proposals and /or claims will be received by
RYIfIIM�Po
m�
n
Rio i V3 M14 MO
AKM Proposal/ 15.1034
Agreement No. 4836
Uty of E&SefpA*���h,) Aprbb7, 2015
AtLvmtto-vu Mr. Larry Ku"C(A)AZA4V Pagel 5
the Construction Inspector and reviewed for merit and reasonableness of cost. The change order or
claim will be forwarded to the City for review and comment. AKM will also prepare a written
justification for the contract change order or recommendations for claim resolution including a
schedule impact analysis, cost estimate, a detailed description of the extra work, background
information surrounding the issue, resolution alternatives and recommendations for action by the
City. AKM will maintain cost accounting records on authorized work performed under unit costs,
actual cost for labor and materials, and other required basis for accounting records. AKM will not
authorize any extra work or change order without conference with and prior written approval by
the City.
TASK 3 — POST CONSTRUCTION PHASE
A. Once AKM determines the project has reached completion and are notified the same by the
Contractor, the City will be notified and a final inspection /walk through will be recommended. It is
anticipated that the final inspection /walk through will include City Engineering staff, City
maintenance staff, and the AKM Inspector.
B. Based on the findings and results of the final inspection /walk through, AKM will develop a punch
list of work to be completed and /or corrected. The punch list will be broken down into categories
based on project specifics, for example: conduit, paving, right -of -way, and appurtenances. When
the punch list is submitted to the Contractor, AKM will obtain the Contractor's schedule for
completing the punch list. AKM will conduct inspections based on the Contractor's punch list
completion schedule and verify that all items are complete.
C. During project closeout, AKM will obtain from the Contractor any and all required guarantees,
certifications, affidavits, warrantees, and other documents required by the project's Contract
Documents. AKM will review the documents to verify that they are complete and accurate. AKM
will notify the Contractor of incomplete or inaccurate documents and obtain revisions. Once
complete, AKM will transmit all of the documentation described above to the City.
When ALCM has ascertained that all work under contract has been completed and that the
Contractor has fulfilled each and every aspect of the contract, AKM will review and recommend
payment to the City of the Contractor's final payment and release of retention funds.
Following the processing of the Contractor's final payment, AKM will transmit all original project
documents and electronic copies to the City.
r�rl A RA
ON &✓@Po VA
,7vWN? &"fig i�llA MAI V114
AKM Proposal, 15 -1034
Agreement No. 4836
City of ELS Apra, 7, 2015
We propose to complete this scope of work on a time and materials basis for a fee not to exceed
$18,914 as detailed in the attached Work Hour and Cost Estimate table, Our proposed materials testing
sub- consultant's scope of work and cost breakdown has been attached herein for reference. We will be
happy to review the scope of work and the associated work hours, and make any requested
adjustments to fit the City's planning and budget,
WORK HOUR AND FEE
ESTIMATE
Project /Constructlon
Total
Geotechnlcal
Task DescrdptIon Construction Inspector
Manager
Hours
Sevices Expenses Total Cost
Pre - Constructlon
ICanstruction
...W
.
_ --
�
... 2
B Pre Conference
_. z
( '
_
Subtotal - Hours - Pre- Construction Phase 41
2
6''
Cost • —PE 'e-Cu)nstBStt'tLop, Ph sse $400
Subtota_1C o'I-
$230
$630
Ccuns'Iructfon Phase
. ...Q.., Initial Analvsis ,,.....»�-�w. �- „,w...,_....�.- ........_ � ..... ... ....
..�.,m.��._. -. .2..-
�.._._�.�.......
.,._�. -... �......�...._.,,.
�- ......_. S-�.
..e.....m....�...... 23
_Schedule
,�...� ®.. s.., �.PfORfeSS McE't...,...,.�.. ... ..._.,,,,,,,,,,,,,,, �,.,.,. w.. �. m,,..,.,_...,,.,. �.,,,..... ���... r.. �. .......�,,..,�..�.�..�.......,.
inRS
...,. ...,... .......�,....
a
.,,,,.A,,,,... .�...:�.
S4c
C Submittal Management
2
.m.. mm.. _ ..� ... m... w
G Inspection 80
$S;ow
w m. __.
—o ��.... ...,,._»
H Contract Change Orders and Claims_ _
_
2
$23
Subtotal - Hours - Construction Phase 8010
9d
....,..
,....,,.,,.� �aWht�' atad• t. �4. Y'.” st° tid' 18tl' Ltd4�BC�i9o......._ ......................_.._.............,,.. m.,..,,,, m,,,,__,..,_. m..,». w...,. w» w., w.,...,...
n Phase $8,0a
�.............. �... ... �..,�....,.,,....,_.,.
$1,150'
.......�.�.........._... ____..
�_r..m_,....,.... -&:$
$6,504 W $17,454
Post Construction Phase
A ___ .... _
Final Infection /WalkThroueh 4
$4
- _. ._.�
R Punch List Preoaration and Insoection 2'
._....
- � $2...
- C Final ProiectReoort and Documentation
$23
Subtotal - Hours- Post Construction Phase 6
2
8
...... Scadat�od�ittl Coast »Past
S83
Total Hours 90'
S4
104
100
Total Cost $9 000000
$1,610
$6,504 51,500 $18,914
Out of pocket expenses (blue printing, reproduction and
printing, delivery,
subcontracted services, etc.)
will be invoiced at cost plus 10% in order to cover costs
associated
with administration,
coordination
and management of subcontractors. Mileage will be invoiced
at $0,65
per
mile.
We appreciate the opportunity to submit our proposal and look forward to being of service to the City
of El Segundo on this most important project. If you should have any questions or require additional
information, please do not hesitate to contact the undersigned.
Very truly yours,
AKM ( ,'oiistilti lg Engineers
Emin Kayiran
.aNil Ir w � f r ai clax! fi✓ a
��I. Ilda NR,BV
Ilan @V Ilr'� Ila 0,113
u rr r rss M V%
MZMVEGFA
April 6, 2015
Proposal No. 04 -00218
Mr. Emin Kayiran
AKM Consulting Engineers
553 Wald
Irvine, California 92618
Subject: Revised Proposal for Geotechnical and Materials Testing Services
City Wide Fiber Optic Network Expansion
El Segundo, California
Dear Mr. Kayiran:
Ninyo & Moore is pleased to submit this revised proposal for geotechnical and materials testing
services pertaining to construction of the Citywide Fiber Optic Network Expansion project
located within various roadway locations in El Segundo, California. We foresee our services as
supplemental and as- requested to assist the full -time construction management and inspection
team. Based on our review of the project construction plans, as well as our correspondences
with you, we understand that the planned project will generally consist of installation
construction of a new fiber optic pipeline alignment that will be located throughout the City. The
new fiber optic pipeline construction needing our geotechnical and materials testing services will
generally consist of installation of a combined total of approximately 2,000 lineal feet of new 4-
inch, polyvinyl chloride conduit pipeline that will be installed to a depth of approximately 3 feet
below the existing roadway surface.
SCOPE OF SERVICES
Based on our understanding of the proposed construction and our experience with similar
projects, we propose to provide the following scope of services:
• Project coordination and management, including work scheduling and review of the project
plans, specifications and contract documents, as well as attendance at the project pre -
construction meeting.
• Field technician services for observation and field density testing during trench excavation
backfill and near surface subgrade and aggregate base, as well as asphalt concrete
compaction operations. Our field technician will perform density tests to evaluate fill
compaction.
Laboratory testing, including proctor density, sieve analysis, sand equivalent and asphalt
concrete hveem stability and unit weight and extraction, percent asphalt, including
gradation on representative samples obtained in the field.
%�;(.rT(Rfi< Sint'200 liVUtr.C,27fiPtiiuTlZfal(', 1 ion i`4,9` 7'?3N /0 1<i ✓.[99)12.70/1
S'v oJrIlo hvr10; Irr AfgFF'�n Rarld u CUram,CUrgrs 04WO ^ San rrdnrJSCo 9 S`J Ititi. C,r7tml mo
La Ffrpk,, I4',WTr1rt TL"ori irc.;cou Vakv Denver Ofwairw4d I ntonn
Agreement No 4836
(�
IY1211Pi IMER UV! tit ] 0 3 �� �N ���
(tm fll:rtn
C,.,r,i�rialLTriCS
April 6, 2015
Proposal No. 04 -00218
Mr. Emin Kayiran
AKM Consulting Engineers
553 Wald
Irvine, California 92618
Subject: Revised Proposal for Geotechnical and Materials Testing Services
City Wide Fiber Optic Network Expansion
El Segundo, California
Dear Mr. Kayiran:
Ninyo & Moore is pleased to submit this revised proposal for geotechnical and materials testing
services pertaining to construction of the Citywide Fiber Optic Network Expansion project
located within various roadway locations in El Segundo, California. We foresee our services as
supplemental and as- requested to assist the full -time construction management and inspection
team. Based on our review of the project construction plans, as well as our correspondences
with you, we understand that the planned project will generally consist of installation
construction of a new fiber optic pipeline alignment that will be located throughout the City. The
new fiber optic pipeline construction needing our geotechnical and materials testing services will
generally consist of installation of a combined total of approximately 2,000 lineal feet of new 4-
inch, polyvinyl chloride conduit pipeline that will be installed to a depth of approximately 3 feet
below the existing roadway surface.
SCOPE OF SERVICES
Based on our understanding of the proposed construction and our experience with similar
projects, we propose to provide the following scope of services:
• Project coordination and management, including work scheduling and review of the project
plans, specifications and contract documents, as well as attendance at the project pre -
construction meeting.
• Field technician services for observation and field density testing during trench excavation
backfill and near surface subgrade and aggregate base, as well as asphalt concrete
compaction operations. Our field technician will perform density tests to evaluate fill
compaction.
Laboratory testing, including proctor density, sieve analysis, sand equivalent and asphalt
concrete hveem stability and unit weight and extraction, percent asphalt, including
gradation on representative samples obtained in the field.
%�;(.rT(Rfi< Sint'200 liVUtr.C,27fiPtiiuTlZfal(', 1 ion i`4,9` 7'?3N /0 1<i ✓.[99)12.70/1
S'v oJrIlo hvr10; Irr AfgFF'�n Rarld u CUram,CUrgrs 04WO ^ San rrdnrJSCo 9 S`J Ititi. C,r7tml mo
La Ffrpk,, I4',WTr1rt TL"ori irc.;cou Vakv Denver Ofwairw4d I ntonn
City Wide Fiber Optic Network Expansion
El Segundo, California
Agreement No. 4836
April 6, 2015
Proposal No. 04 -00218
• Preparation of daily reports and field memoranda to document the items observed,
ASSUMPTIONS
Based on our experience with similar projects, the following assumptions have been made in
the preparation of our scope of services:
O Our services are subject to prevailing wage requirements.
Our services will be coordinated and scheduled on an as- needed basis by our client or the
project superintendent.
+� A formal compaction report will not be requested.
Our estimated fee is based on the assumptions outlined above and does not include stand-
by time or costs associated with retesting or reinspecting materials that were found not to
be in compliance with the project plans or specifications. Our services will depend on the
construction schedule and the contractor's operations. Hours spent that exceed those in the
attached table will be billed on a time - and - materials basis.
ESTIMATED FEE
We propose to provide geotechnical and materials testing services on a time - and - materials
basis in accordance with the attached Schedule of Fees and Schedule of Fees for Laboratory
Testing. Our estimated fee for the scope of services described herein is presented in the
attached Table 1.
Ninyo & Moore appreciates the opportunity to provide services on this project, and we look
forward to working with you on this project.
Respectfully submitted,
NINYO & MOORE
LD
o M. Bigger
Se be Project Manager
RMB /JV /lr
Attachments: Table 1 — Breakdown of Estimated Fee
Schedule of Fees
Schedule of Fees for Laboratory Testing
Distribution: (1) Addressee (via e-mail)
Jalal Vakili, PhD, PE
Principal Engineer
PO4 -00218 rev Niva &ffiaurs
Agreement No. 4836
City Wide Fiber Optic Network Expansion April 6, 2015
El Segundo, California Proposal No. 04 -00218
TABLE 1 — BREAKDOWN OF ESTIMATED FEE
PROJECT COORDINATION AND MANAGEMENT
3 tests
@
$ 200.00
Senior Project Engineer /Geologist 6 hours
@
$ 160.00
/hour
$
960.00
Subtotal
$ 120.00
/test
$
$
960.00
FIELD SERVICES
test
@
$ 90.00
/test
$
Field Technician
Hveem Stability & Unit Weight
1
test
@
$ 215.00
Trench Backfill Testing 30 hours
@
$ 87.00
/hour
$
2,610.00
Aggregate Base and Asphalt Concrete Testing 10 hours
@
$ 87.00
/hour
$
870.00
Vehicle and Equipment 40 hours
@
$ 12.00
/hour
$
480.00
Subtotal
$
3,960.00
LABORATORY ANALYSES
Proctor Density
3 tests
@
$ 200.00
/test
$
600.00
Sieve Analysis
1
test
@
$ 120.00
/test
$
120.00
Sand Equivalent
1
test
@
$ 90.00
/test
$
90.00
Hveem Stability & Unit Weight
1
test
@
$ 215.00
/test
$
215.00
Extraction, % Asphalt including Gradation
1
test
@
$ 240.00
/test
$
240.00
Subtotal
$
1,265.00
TOTAL ESTIMATED FEE $ 6,185.00
PO4 -00298 Fee -rev
C90 PW �`
City Wide Fiber Optic Network Expansion
El Segundo, California
SCHEDULE OF FEES
HOURLY CHARGES FOR PERSONNEL
Principal Engineer /Geologist/Environmental Scientist .............. „,,,.,., ,,,, .,,.
Senior Engineer /Geologist/Environmental Scientist ............. ........
Senior Project Engineer /Geologist/Environmental Scientist,,,,,,,, .... „.,
Project Engineer /Geologist/Environmental Scientist........,,,, , ..,..
Senior Staff Engineer /Geologist/Environmental Scientist- .. .. ...... ......
Staff Engineer /Geologist/Environ mental Scientist ................. ..... ... --- ..
GISAnalyst ............................................ ............................... ...................
Field Operations Manager ......... ............................... ......,........,
Supervisory Technician* ........................ ...............................
Nondestructive Examination Technician *, UT, MT, LP .............. ......
Senior Field /Laboratory Technician* ..... ............................... ............ .. .
Field /Laboratory Technician* ........................................ ...............................
ACI Concrete Technician* ................................. ....................... „,,.,... „.... „,
Concrete /Asphalt Batch Plant Inspector* ........... ............................... . .......
Special Inspector (Concrete, Masonry, Steel, Welding, and Fireproofing)*
Technical Illustrator /CAD Operator ............................... ...............................
Geotechnical /Environmental /Laboratory Assistant ...... ...............................
Information Specialist .................................................... ...............................
Data Processin , Technical Editin ,, or Re roduotior ............ ... ... ......
OTHER CHARGES
Agreement No. 4836
April 6, 2015
Proposal No. 04 -00218
......... .............
$ 168
....... ........ .
$ 164
......
$ 160
... ...................
$ 156
$ 141
...... . .... . .. „..,...... .... ,.,.,,
$ 128
...........................
$ 114
....... .... ..... ...............
$ 104
$ 95
....... ..............
$ 95
..,....,,, . _ .... . ...... ...............
$ 87
............................ ...............................
$ 87
$ 87
87
........ ...............................
$ 87
......
$ 86
..... ..........
$ 73
$ 73
64
.................
Concrete Coring Equipment (includes one technician) ...... ......... ............... „ „..... ,, -- $ 160 /hr
PID /FID Usage.,.., .„ .. ............................... .. ....... .........
Anchor load test equipment (includes technician) ...... ..................
..
HandAuger Equipment ..................................... ...............................
InclinometerUsage ........................................... ...............................
Vapor Emission Kits ........................................... ...............................
Level D Personal Protective Equipment (per person per day) ........
Rebar Locator ( Pachometer) .............................. ...............................
Nuclear Density Gauge Usage .......................... ...............................
FieldVehicle Usage ........................................... ...............................
Direct Project Expenses ..................................... ...............................
.aboratory testing, geophysical equipment, and other special equip
.................. .............. $ 140 /day
......... ......... $ 97 /hr
............................. ............................... $ 65 /day
................................................ ,., ...... „„ $ 40 /hr
...... . .......................................... ..... „..... $ 40 /kit
............................ ............................... $ 30 /p /d
............................. ............................... $ 30 /hr
............................. ............................... $ 0 /hr
............................. .........................,..... $ 12 /hr
.................... ............................... Cost plus 15 %
ment provided upon request.
NOTES (Field Services)
For field and laboratory technicians and special inspectors, regular hourly rates are charged during normal weekday
construction hours. Overtime rates at 1.5 times the regular rates will be charged for work performed outside normal
construction hours and all day on Saturdays. Rates at twice the regular rates will be charged for all work in excess of 12
hours in one day or on Sundays and holidays. Lead time for any requested service is 24 hours. Field Technician rates
are based on a 4 -hour minimum. Special inspection rates are based on a 4 -hour minimum for the first 4 hours and an 8-
hour minimum for hours exceeding 4 hours. Field personnel are charged portal to portal.
*Indicates rates that are based on Prevailing Wage Determination made by the State of California, Director of Industrial
Relations on a semiannual basis. Our rates will be adjusted in conjunction with the increase in the Prevailing Wage
Determination during the life of the project.
INVOICES
Invoices will be submitted monthly and are due upon receipt. A service charge of 1.0 percent per month may be charged
on accounts not paid within 30 days.
TERMS AND CONDITIONS
The terms and conditions of providing our consulting services include our limitation of liability and indemnities as
presented in Ninyo & Moore's Work Authorization and Agreement.
PO4-0021 s rev rev JVV01/0'k 0
C10 Pw a
City Wide Fiber Optic Network Expansion
El Segundo, California
Agreement No. 4836
April 6, 2015
Proposal No. 04 -00218
SCHEDULE OF FEES FOR LABORATORY TESTING
Laboratory Test, Test Designation, and Price Per Test
Soils
Atterberg Limits, D 4318, CT 204 ................ ..............................$
California Bearing Ratio (CBR), D 1883 ....... ..............................$
Chloride and Sulfate Content, CT 417 & CT 422--_ ............. $
Consolidation, D 2435, CT 219,.,.,... ...$
Consolidation -Time Rate, D 2435, CT 219 ..........................„,$
Direct Shear- Remolded, D 3080 ......................... ...............$
Direct Shear- Undisturbed, D 3080 ........... .....................:........$
Durability Index, CT 229 ................................. - .... - ........
............$
Expansion Index, D 4829, IBC 18- 3 .............. ...................... <..,....$
Expansion Potential (Method A), D 4546_____
Geofabric Tensile and Elongation Test, D 4632, . ... ...... ........... $
Hydraulic Conductivity, D 5084 .................... ..............................$
Hydrometer Analysis, D 422, CT 203 .......... ..............................$
Moisture, Ash, & Organic Matter of Peat/organic Soils , „ „ „...,,..$
Moisture Only, D 2216, CT 226 ..„ ................ ..............................$
Moisture and Density, D 2937 .................... ............................... $
Permeability, CH, D 2434, CT 220 ............................... .... ........ I
pH and Resistivity, CT 643 .... ... ....................................... ......_..$
Proctor Density D 1557, D 698, CT 216, & .. ...................:..........$
AASHTO T -180 (Rock corrections add $80)
R- value, D 2844, CT 301 .............................. ..............................$
Sand Equivalent, D 2419, CT 217 ................ ..............................$
Sieve Analysis, D 422, CT 202 .................... ..............................$
Sieve Analysis, 200 Wash, D 1140, CT 202, ............ ........ $
Specific Gravity, D 854.. - ............... ........... ............................. $
Thermal Resistivity (ASTM 5334, IEEE 442) ...........................$
Triaxial Shear, C,D, D 4767, T 297....,...,.„ ... ..............................$
Triaxial Shear, C.U., w /pore pressure, D 4767, T 2297 per pt.,,$
Triaxial Shear, C.U., w/o pore pressure, D 4767, T 2297 per pt., $
Triaxial Shear, U.U., D 2850 ........................ ..............................$
Unconfined Compression, D 2166, T 208 ... ..............................$
Wax Density, D 1188 ............. ................................... ,.............. ,.$
160
485
150
300
75
325
275
165
180
160
180
330
210
120
35
45
255
155
200
275
90
120
100
100
880
430
365
210
155
110
100
ito2fin2
Roofing Tile Absorption, (set of 5), C 67_ .............. ............. $ 210
Roofing Tile Strength Test, (set of 5), C 67. . . ............ ___ $ 210
Masonry
Brick Absorption, 24 -hour submersion, C 67 .............................$
$ 40
Brick Absorption, 5 -hour boiling, C 67 ........... ..............................$
Compression Tests, 6x12 Cylinder, C 39...,..„„.„.. .,.,„„,.„„ .....................
Brick Absorption, 7 -day, C 67 ...................... ..............................$
25
Brick Compression Test, C 67 ..................... ..............................$
$
Brick Efflorescence, C 67 ............................. ..............................$
Concrete Mix Design, per Trial Batch, 6 cylinder, ACI .......................$
Brick Modulus of Rupture, C 67- ................ ..............................$
825
Brick Moisture as received, C 67_____ ........................
__ .... I
Brick Saturation Coefficient, C 67 „,,,,,,,,.,„ „ ....... ___ ... .....
....- .$
Concrete Block Compression Test, 8x8x16, C 140 ..................$
275
Concrete Block Conformance Package, C 90______
..... -S
Concrete Block Linear Shrinkage, C 426_.,.__ ... ..............
- ... $
Concrete Block Unit Weight and Absorption, C 140 .................$
60
Cores, Compression or Shear Bond, CA Code ........................$
. $
Masonry Grout, 3x3x6 prism compression, C 39.. „ ...................$
Gunite /Shotcrete, Panels, 3 cut cores per panel and test, ACI. „
Masonry Mortar, 2x4 cylinder compression, C 109 ...................
$
Masonry Prism, half size, compression, C 1019 .......................$
-
Masonry Prism, Full size, compression, C 1019 .......................$
Lightweight Concrete Fill, Compression, C 495 .. ...............................
50
60
65
50
50
45
40
55
65
485
135
60
60
35
35
120
175
Concrete
$ 40
Absorption, Fine, C 128 ....,.,.„...„,,,,.,..,,,:,......,,,.., ... ..................... „..,,.,,..
Compression Tests, 6x12 Cylinder, C 39...,..„„.„.. .,.,„„,.„„ .....................
$
25
Concrete Mix Design Review, Job Spec...,.....„ ... ...............................
$
155
Concrete Mix Design, per Trial Batch, 6 cylinder, ACI .......................$
Durability, Coarse, CT 229,,.,...„ ........................... ...............................
825
Concrete Cores, Compression (excludes sampling), C 42 ................
$
60
Drying Shrinkage, C 157_ . ...... ......
- _ $
275
Flexural Test, C 78--l-, ...... ....... „ „ ,........
$
55
Flexural Test, C 293 ......... ... ...... ....... ,, ..........
....,, $
60
Flexural Test, CT 523 ................................... „.......... ,..... ,....................
. $
65
Gunite /Shotcrete, Panels, 3 cut cores per panel and test, ACI. „
„ „. „.... $
275
Jobsite Testing Laboratory, .......................... ....... ............ ..........
-
Quote
Lightweight Concrete Fill, Compression, C 495 .. ...............................
$
45
Petrographic Analysis, C 856 .... - .... ............................ ......................
„, $
1,200
Restrained Expansion of Shrinkage Compensation ..........................
$
270
Splitting Tensile Strength, C 496 ...... ................... ......... ..... ....- ...........
$
90
3x6 Grout, (CLSM), C39 ...................................... ...............................
$
45
2x2x2 Non - Shrink Grout, C 109 ...........................„.. ,........................,.,,'$
45
Reinforcing and Structural Steel
Fireproofing Density Test, UBC 7- 6 ..................... ...................... „,
„ „ „. „,, $
60
Hardness Test, Rockwell, A -370 ............................. ..................:..:......:.$
55
High Strength Bolt, Nut & Washer Conformance, set, A- 325,,,..,,,,...
$
130
Mechanically Spliced Reinforcing Tensile Test, ACI ..........................
$
105
Pre - Stress Strand (7 wire), A 416 ............. ........ ... ..... :.... :..............
........ $
155
Chemical Analysis, A -36, A -615 ............................................. .....
.... - $
135
Reinforcing Tensile or Bend up to No. 11, A 615 & A 706 ............:..:..:...
$
55
Structural Steel Tensile Test: Up to 200,000 lbs.
(machining extra), A 370,_ ............. ...............
$
80
Welded Reinforcing Tensile Test: Up to No. 11 bars, ACI ..................
$
60
Asphalt
Asphalt Mix Design, Caltrans,.,,,,,-,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,, „,,.,. „ ...........
,„, $
2,400
Asphalt Mix Design Review, Job Spec ................ ...............................
$
165
Extraction, % Asphalt, including Gradation, D 2172, CT 382 ............
$
240
Film Stripping, CT 302 ......................................... ...............................
$
110
Hveem Stability and Unit Weight CTM or ASTM, CT 366 .................
$
215
Marshall Stability, Flow and Unit Weight, T- 245 .. ...............................
$
240
Maximum Theoretical Unit Weight, D 2041.,...,.„ .. ...............................
$
135
Unit Weight sample or core, D 2726, CT 308 ...... ...............................
$
100
Air Voids, T- 269 .................................................... ...............................
$
50
Voids in Mineral Aggregate, (VFA) CT Sp -2 ...... .. .......................
____ $
50
Voids filled with AC, (VMA) CT Sp-2, .................. ...............................
$
50
Dust Proportioning, (VFA) CT Sp -2 ..................... ...............................
$
50
Aggregates
Absorption, Coarse, C 127__,___
$ 40
Absorption, Fine, C 128 ....,.,.„...„,,,,.,..,,,:,......,,,.., ... ..................... „..,,.,,..
$ 40
Clay Lumps and Friable Particles, C 142 .............. ...............................
$ 110
Cleanness Value, CT 227.......- ........................... ...............................
$ 135
Crushed Particles, CT 205___ ............... .....................................
$ 155
Durability, Coarse, CT 229,,.,...„ ........................... ...............................
$ 145
Durability, Fine, CT 229 ....................................... ...............................
$ 145
Los Angeles Abrasion, C 131 or C 535 ............... ...............................
$ 200
Organic Impurities, C 40- ................................... ...............................
$ 60
Potential Reactivity of Aggregate (Chemical Method), C 289............
$ 430
Sand Equivalent, CT 217.„.,.,.„ .................„..,..„..... .,,.,,,.,..,,,.,.,,,,. „ „,,.. „..
$ 100
Sieve Analysis, Coarse Aggregate, C 136 „,,,. .. ..........
$ 115
Sieve Analysis, Fine Aggregate (including wash), C 136 ..................
$ 115
Sodium Sulfate Soundness (per size fraction), C 88 .........................
$ 175
Specific Gravity, Coarse, C 127„„,,,,,,,,,,„ ............ ...............................
$ 85
Specific Gravity, Fine, C 128 ...... ..___ .„„„„„,.. ............. ___ ......... ,.....
$ 95
Special preparation of standard test specimens will be charged at the technician's hourly rate,
Ninyo & Moore is accredited to perform the AASHTO equivalent of many ASTM test procedures.
PO4-00218 rev rev k, i
C10 PW