Staff Report — Simi Valley City Council, May 9, 2022 (part 2 of 3)

January 2018
127
Jim Iverson /
Inspector - Group 2 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $103.11 $123.11 $143.11 40.00 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $106.21 $126.81 $147.41 3.00% 41.20 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $109.40 $130.62 $151.84 3.00% 42.44 $ (non-Exempt) $0.00 $0.00 $0.00
Matt Habberfield /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $33.25 $49.88 $66.50 $10.46 $43.71 $60.34 $76.96 ($36.76) ($45.35) ($53.94) ($36.76) ($25.77) ($34.36) ($17. 18) ($25.77) ($34.36) ($19.58) ($19.58) ($19.58) $180.48 $219.25 $258.02 33 .25 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $34.25 $51.38 $68.50 $10.46 $44.71 $61.84 $78.96 ($35.76) ($43.85) ($51.94) ($35.76) ($24.27) ($32.36) ($16. 18) ($24.27) ($32.36) ($19.58) ($19.58) ($19.58) $180.48 $218.46 $256.44 3. 00% 34.25 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $35.28 $52.92 $70.56 $10.46 $45.74 $63.38 $81.02 ($34.73) ($42.31) ($49.88) ($34.73) ($22.73) ($30.30) ($15. 15) ($22.73) ($30.30) ($19.58) ($19.58) ($19.58) $180.48 $217.64 $254.81 3. 00% 35.28 $ (non-Exempt)
Matt Habberfield /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $85.71 $102.34 $118.96 33.25 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $88.29 $105.42 $122.54 3.00% 34.25 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $90.95 $108.59 $126.23 3.00% 35.28 $ (non-Exempt) $0.00 $0.00 $0.00
Eric Clark /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $28.49 $42.74 $56.98 $6.58 $35.07 $49.32 $63.56 ($45.40) ($56.37) ($67.34) ($45.40) ($32.91) ($43.88) ($21. 94) ($32.91) ($43.88) ($23.46) ($23.46) ($23.46) $190.48 $233.00 $275.53 28 .49 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $29.34 $44.01 $58.68 $6.58 $35.92 $50.59 $65.26 ($44.55) ($55.10) ($65.64) ($44.55) ($31.64) ($42.18) ($21. 09) ($31.64) ($42.18) ($23.46) ($23.46) ($23.46) $190.48 $232.33 $274.19 3. 00% 29.34 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $30.22 $45.33 $60.44 $6.58 $36.80 $51.91 $67.02 ($43.67) ($53.78) ($63.88) ($43.67) ($30.32) ($40.42) ($20. 21) ($30.32) ($40.42) ($23.46) ($23.46) ($23.46) $190.48 $231.64 $272.80 3. 00% 30.22 $ (non-Exempt)
Eric Clark /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $73.44 $87.69 $101.93 28.49 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $75.63 $90.30 $104.97 3.00% 29.34 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $77.90 $93.01 $108.12 3.00% 30.22 $ (non-Exempt) $0.00 $0.00 $0.00
Jesse Wooten /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $46.00 $69.00 $92.00 $14.04 $60.04 $83.04 $106.04 ($20.43) ($22.65) ($24.86) ($20.43) ($6.65) ($8.86) ($4.43) ($6.65) ($8.86) ($16.00) ($16.00) ($16.00) $171.25 $199.96 $228.67 46 .00 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $47.38 $71.07 $94.76 $14.04 $61.42 $85.11 $108.80 ($19.05) ($20.58) ($22.10) ($19.05) ($4.57) ($6.10) ($3.05) ($4.57) ($6.10) ($16.00) ($16.00) ($16.00) $171.25 $198.87 $226.49 3. 00% 47.38 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $48.80 $73.20 $97.60 $14.04 $62.84 $87.24 $111.64 ($17.63) ($18.45) ($19.26) ($17.63) ($2.45) ($3.26) ($1.63) ($2.45) ($3.26) ($16.00) ($16.00) ($16.00) $171.25 $197.75 $224.25 3. 00% 48.80 $ (non-Exempt)
Jesse Wooten /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $118.58 $141.58 $164.58 46.00 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $122.14 $145.83 $169.52 3.00% 47.38 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $125.80 $150.20 $174.60 3.00% 48.80 $ (non-Exempt) $0.00 $0.00 $0.00
Fernando Carrillo /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $32.00 $48.00 $64.00 $8.01 $40.01 $56.01 $72.01 ($40.46) ($49.68) ($58.89) ($40.46) ($27.65) ($36.86) ($18. 43) ($27.65) ($36.86) ($22.03) ($22.03) ($22.03) $186.79 $226.55 $266.30 32 .00 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $32.96 $49.44 $65.92 $8.01 $40.97 $57.45 $73.93 ($39.50) ($48.24) ($56.97) ($39.50) ($26.21) ($34.94) ($17. 47) ($26.21) ($34.94) ($22.03) ($22.03) ($22.03) $186.79 $225.79 $264.79 3. 00% 32.96 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $33.95 $50.93 $67.90 $8.01 $41.96 $58.94 $75.91 ($38.51) ($46.75) ($54.99) ($38.51) ($24.72) ($32.96) ($16. 48) ($24.72) ($32.96) ($22.03) ($22.03) ($22.03) $186.79 $225.01 $263.23 3. 00% 33.95 $ (non-Exempt)
Fernando Carrillo /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $82.49 $98.49 $114.49 32.00 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $84.97 $101.45 $117.93 3.00% 32.96 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $87.52 $104.49 $121.47 3.00% 33.95 $ (non-Exempt) $0.00 $0.00 $0.00
Jeff Betus /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $29.49 $44.24 $58.98 $6.67 $36.16 $50.91 $65.65 ($44.31) ($54.78) ($65.25) ($44.31) ($31.41) ($41.88) ($20. 94) ($31.41) ($41.88) ($23.37) ($23.37) ($23.37) $190.25 $231.98 $273.72 29 .49 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $30.37 $45.56 $60.74 $6.67 $37.04 $52.23 $67.41 ($43.43) ($53.46) ($63.49) ($43.43) ($30.09) ($40.12) ($20. 06) ($30.09) ($40.12) ($23.37) ($23.37) ($23.37) $190.25 $231.29 $272.33 3. 00% 30.37 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $31.28 $46.92 $62.56 $6.67 $37.95 $53.59 $69.23 ($42.52) ($52.10) ($61.67) ($42.52) ($28.73) ($38.30) ($19. 15) ($28.73) ($38.30) ($23.37) ($23.37) ($23.37) $190.25 $230.57 $270.89 3. 00% 31.28 $ (non-Exempt)
Jeff Betus /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $76.02 $90.77 $105.51 29.49 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $78.29 $93.47 $108.66 3.00% 30.37 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $80.64 $96.28 $111.92 3.00% 31.28 $ (non-Exempt) $0.00 $0.00 $0.00
Robert Castellanos /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $24.74 $37.11 $49.48 $6.23 $30.97 $43.34 $55.71 ($49.50) ($62.35) ($75.19) ($49.50) ($38.54) ($51.38) ($25. 69) ($38.54) ($51.38) ($23.81) ($23.81) ($23.81) $191.38 $236.87 $282.35 24 .74 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $25.48 $38.22 $50.96 $6.23 $31.71 $44.45 $57.19 ($48.76) ($61.24) ($73.71) ($48.76) ($37.43) ($49.90) ($24. 95) ($37.43) ($49.90) ($23.81) ($23.81) ($23.81) $191.38 $236.28 $281.18 3. 00% 25.48 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $26.24 $39.36 $52.48 $6.23 $32.47 $45.59 $58.71 ($48.00) ($60.10) ($72.19) ($48.00) ($36.29) ($48.38) ($24. 19) ($36.29) ($48.38) ($23.81) ($23.81) ($23.81) $191.38 $235.68 $279.98 3. 00% 26.24 $ (non-Exempt)
Robert Castellanos /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $63.78 $76.15 $88.52 24.74 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $65.68 $78.42 $91.16 3.00% 25.48 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $67.64 $80.76 $93.88 3.00% 26.24 $ (non-Exempt) $0.00 $0.00 $0.00
Jim Iverson /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $40.00 $60.00 $80.00 $8.01 $48.01 $68.01 $88.01 ($32.46) ($37.68) ($42.89) ($32.46) ($15.65) ($20.86) ($10. 43) ($15.65) ($20.86) ($22.03) ($22.03) ($22.03) $186.79 $220.24 $253.68 40 .00 $ 7/1/2022 6/30/2023 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $41.20 $61.80 $82.40 $8.01 $49.21 $69.81 $90.41 ($31.26) ($35.88) ($40.49) ($31.26) ($13.85) ($18.46) ($9.2 3) ($13.85) ($18.46) ($22.03) ($22.03) ($22.03) $186.79 $219.29 $251.79 3. 00% 41.20 $ Prevailing Wage Work 7/1/2023 6/30/2024 $50.43 $75.65 $100.86 $30.04 $80.47 $105.69 $130.90 $42.44 $63.66 $84.88 $8.01 $50.45 $71.67 $92.89 ($30.02) ($34.02) ($38.01) ($30.02) ($11.99) ($15.98) ($7.9 9) ($11.99) ($15.98) ($22.03) ($22.03) ($22.03) $186.79 $218.31 $249.83 3. 00% 42.44 $ (non-Exempt)
Jim Iverson /
Technician - Group 1 FIELD 7/1/2021 6/30/2022 $0.00 $0.00 $0.00 $103.11 $123.11 $143.11 40.00 $ 7/1/2022 6/30/2023 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $106.21 $126.81 $147.41 3.00% 41.20 $ Non-Prevailing Wage Work 7/1/2023 6/30/2024 $0.00 $0.00 $0.00 $109.40 $130.62 $151.84 3.00% 42.44 $ (non-Exempt) $0.00 $0.00 $0.00
Ed Sullivan
Constr Services Mangr FIELD 7/1/2021 6/30/2022 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $60.00 $60.00 $60.00 $10.53 $70.53 $70.53 $70.53 ($11.72) ($37.83) ($63.93) ($11.72) ($18.32) ($44.42) $0.00 ($18.32) ($44.42) ($11.72) ($19.51) ($19.51) $184.88 $252.18 $319.48 60 .00 $
7/1/2022 6/30/2023 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $61.80 $61.80 $61.80 $10.53 $72.33 $72.33 $72.33 ($9.92) ($36.03) ($62.13) ($9.92) ($16.52) ($42.62) $0.00 ($16.52) ($42.62) ($9.92) ($19.51) ($19.51) $184.88 $252.18 $319.48 3. 00% 61.80 $ Prevailing Wage Work 7/1/2023 6/30/2024 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $63.65 $63.65 $63.65 $10.53 $74.18 $74.18 $74.18 ($8.07) ($34.18) ($60.28) ($8.07) ($14.67) ($40.77) $0.00 ($14.67) ($40.77) ($8.07) ($19.51) ($19.51) $184.88 $252.18 $319.48 3. 00% 63.65 $ (Exempt)
Shaun Simon -
Engineering Manager FIELD 7/1/2021 6/30/2022 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $48.12 $48.12 $48.12 $14.44 $62.56 $62.56 $62.56 ($19.69) ($45.80) ($71.90) ($19.69) ($30.20) ($56.30) ($4.0 9) ($30.20) ($56.30) ($15.60) ($15.60) ($15.60) $174.81 $242.10 $309.40 48 .12 $ 7/1/2022 6/30/2023 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $49.56 $49.56 $49.56 $14.44 $64.00 $64.00 $64.00 ($18.25) ($44.36) ($70.46) ($18.25) ($28.76) ($54.86) ($2.6 5) ($28.76) ($54.86) ($15.60) ($15.60) ($15.60) $174.81 $242.10 $309.40 3. 00% 49.56 $ Prevailing Wage Work 7/1/2023 6/30/2024 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $51.05 $51.05 $51.05 $14.44 $65.49 $65.49 $65.49 ($16.76) ($42.87) ($68.97) ($16.76) ($27.27) ($53.37) ($1.1 6) ($27.27) ($53.37) ($15.60) ($15.60) ($15.60) $174.81 $242.10 $309.40 3. 00% 51.05 $ (Exempt)

1. Prevailing Wages specified are based on current DIR determination. Any future DIR escalation of prevailing wage rates will be reflected in the loaded rates

2. "NC" denotes No Charge for work more than 8 hours per day and for weekends and holidays for this contract only.

N/A
N/A
N/A

3. The billing rates shown in this cost proposal for field staff entitled for PW rates are calculated with estimated fringe benefits of the staff. The actual billing rates to be used in the invoices will be calculated by using the actual PW fringe benefits of the individual staff in accordance with the certified benefits statement submitted with each invoice.

N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A

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January 2018
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4. The employees' actual hourly rates shown in this cost proposal are the rates that were effective on xx/xx/xx. Caltrans Contract Manager's pre-approval is required for addition of staff not previously listed on the cost proposal. The billing rates for these employees, including those that fall under general classifications, will be calculated and reimbursed based on their actual hourly rates on xx/xx/xx. Hourly rates for new employees hired after the date of this cost proposal will not exceed (or shall be in line with) the rates of similar personnel listed on this cost proposal having similar experience.

5. Travel Time Charges:

For Managers: On weekdays up to a maximum of 8 hours will be charged for work time, travel time or any combination of travel and work time. Billing Rate = Loaded Rate Formula "C" above.

For Exempt staff: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed as follow:

Billing rate for travel time = Loaded Rate Formula "C" above.

All travel time, outside of the regular work day, will be billed without the application of overhead rate as follow: Billing Rate = (Actual Hourly Rate) (1+ Fee) + (Delta Base + Delta Fringe) For Non-Exempt Employees: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed at full normal overhead rate (i.e. without the application of the 1.5X or 2.0X multiplier for overtime as follow:

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132
EXHIBIT “C”

INSURANCE REQUIREMENTS

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND FILIPPIN ENGINEERING, INC .

FOR ON -CALL PAVEMENT ENGINEERING, MATERIAL
TESTING AND INSPECTION SERVICES, RFQ NO. PW 22-05

Insurance

Consultant shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees.

Minimum Scope and Limit of Insurance

Coverage shall be at least as broad as:

1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (IS O CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non-owned), with limit no less than $1,000,000 per accident for bodily injury and property damage.

3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. Consultant hereby certifies that it is aware of the provisions of Section 3700 et seq., of the Labor Code which require every employer to be insured against liability for Workers' Compensation.

4. Professional Liability (Errors and Omissions) Insurance appropriate to the Consultant’s profession, with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

133
Other Insurance Provisions - The insurance policies are to contain, or be endorsed to contain, the following provisions:

Additional Insured Status
The City, its Boards, Officers, Agents, Officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operations. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

Primary Coverage
For any claims related to this project/contract, the Consultant’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its Boards, Officers, Agents, Officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its Boards, Officers, Agents, Officials, employees, and volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.

Notice of Cancellation
Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the City.

Waiver of Subrogation
Consultant hereby grants to City a waiver of any right to subrogation which any insurer of said Consultant may acquire against City by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in fav or of the City for all work performed by the Consultant, its employees, agents and subcontractors.

Self-Insured Retentions
Self-insured retentions must be declared to and approved by the City. The City may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City.

Acceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Claims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown, and this date must be before the execution date of the contract or the beginning of contract work. 134

2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

3. I
f coverage is canceled or non- renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective, or start of work date, th e Consultant must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.

4. A
copy of the claims reporting requirements must be submitted to the City for review.

V
erification of Coverage
Consultant shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

S
ubcontractors
Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that the City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

S
pecial Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances. 135

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY O F SIMI VALLEY AND TWINING, INC., FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05

THIS CONTRACT is made and entered into in the City of Simi Valley on this 9th day of May 2022, by and between the CITY OF SIMI VALLEY, a municipal corporation, hereinafter referred to as CITY, and TWINING, INC., a California Corporation , hereinafter referred to as CONSULTANT.

RECITALS

WHEREAS, on March 21, 2022 , CITY requested proposals for the Pavement Engineering, Material Testing and Inspection Services, RFQ NO. PW 22-05 and

WHEREAS, pursuant to such request, CONSULTANT submitted a proposal, which was accepted by CITY for the services.

NOW, THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter contained, the parties hereto agree as follows:

AGREEMENT

1. Recitals. The foregoing recitals are true and correct and are a part of this CONTRACT.

2. Term. The term of this CONTRACT shall be from the date this CONTRACT is made and entered, as first written above through a one year term. This CONTRACT may be extended for two additional one- year term s, upon mutual written consent of the CITY and CONSULTANT. Pricing shall remain firm during the entire term of the contract. In the event a price increase is negotiated at the time of an extension period, the increase rate shall not exceed the Consumer Price Index (CPI) rate for Los Angeles - Riverside-Orange County area for the previous 12- month period (March to March). It is understood that the CONSULTANT’S work under the Work Orders issued may not be completed within the term of this CONTRACT; however, all terms and conditions of the CONTRACT including all rights and obligations, shall survive until the work is completed, except the CITY’S right to issue, and the CONSULTANT’S right to accept, additional Purchase Orders. Either party may terminate this CONTRACT at any time prior to the expiration date by giving thirty (30) days advance written notice thereof to the other party.

3. Description of Services
. The services to be performed by
CONSULTANT are as follows:

(Identify services to be performed). CONSULTANT agrees to perform the services more specifically set forth in the “Scope of Work” attached hereto and incorporated herein as Exhibit “A”. CONSULTANT will meet with CITY at least monthly to discuss the anticipated tasks planned for the month and to receive direction from CITY regarding same.

136
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C2210.CON.Twining, Federal

4. Compensation and Payment.

A. The total compensation payable to CONSULTANT by CITY for services under this CONTRACT shall not exceed the sum of $145,000 (the “Not-To- Exceed Amount”), and shall be earned as the work progresses. Payment will be made based on the rates contained in the “Schedule of Fees” as set forth in Exhibit “B” attached hereto and incorporated herein. CONSULTANT acknowledges that CONSULTANT is not guaranteed to receive the Not -To-Exceed Amount or any particular or minimum amount of compensation or work under this CONTRACT.

B. After CONSULTANT has performed the services as specified in this CONTRACT, CITY shall be obligated to pay CONSULTANT based upon the actual CITY-authorized services received by CITY at the rates established as a part of this CONTRACT. In no event shall the total amount paid exceed the CONTRACT Not -to- Exceed Amount unless otherwise agreed to by the parties in writing.

C. Payments to the CONSULTANT shall be made within 30 days after receipt of an original invoice from the CONSULTANT and acceptance of the services by CITY.

D. CONSULTANT shall provide CITY with written verification of the actual compensation earned, which written verification will be in a form satisfactory to CITY. Invoices shall include the work performed including a list of hours worked by personnel.

5. Federal Requirements

A. CONSULTANT shall comply with federal funding (FHWA) and Caltrans requirements as outlined in Caltrans Exhibit 10- R, Articles IV to XVIII, as set forth in Exhibit “D”, attached hereto and incorporated herein. Should there be a conflict between Caltrans Exhibit 10- R and any part of this CONTRACT, Caltrans Exhibit 10- R shall govern.

6. CONSULTANT’s Representations and Obligations
.

A. CONSULTANT shall perform as required by this CONTRACT.

CONSULTANT also warrants on behalf of itself and all subcontractors engaged for the performance of this CONTRACT that only persons authorized to work in the United States pursuant to the Immigration Reform and Control Act of 1986 and other applicable laws shall be employed in the performance of the work hereunder.

B. CONSULTANT shall obey all Federal, State, local, and special district laws, ordinances, and regulations.

C. CONSULTANT agrees to abide by CITY’s Business Tax
Ordinance, of which proof of payment must be obtained prior to performance of this CONTRACT.

137
RFQ NO. PW 22-05

C2210.CON.Twining, Federal
D. CONSULTANT acknowledges CITY may contract with other parties for the performance of services or supplemental services as they relate to the work during the term of this CONTRACT.

E. The CONSULTANT shall keep a tally of the cost for the work ordered by CITY. The CONSULTANT shall not accept work orders from the CITY if the cost for the work will exceed the amount indicated above unless otherwise agreed to by the parties in writing.

F. To the extent required by law, CONSULTANT agrees to abide by the following provisions pertaining to Prevailing Wages and Federally Funded Projects;

i. CONSULTANTS and all Subcontractors subject to prevailing wage requirements, must be registered and remain registered with DIR (Department Industrial Relations) through the term of the CONTRACT in accordance with the California Labor Code (“Labor Code”), in particular Labor Code Section 1771.1, and any successor or replacement provision thereto, unless a small project exemption applies ($25,000 for public works or $15,000 for maintenance). CONSULTANT further agrees that it will follow all requirements and obligations set forth in Labor Code Section 1776.

ii. Pursuant to the provisions of the California Labor Code the California Department of Industrial Relations has ascertained the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which this work is to be performed for each craft, classification or type of worker needed to execute the CONTRACT. Such wage scale is set forth at length in a Schedule of Prevailing Rates of Wages that is on file at the California Department of Industrial Relations and is available at www.dir.ca.gov/DLS R/PWD/index.htm . The
published prevailing rates that the CONSULTANT shall pay are hereby incorporated in and made a part of this CONTRACT.

iii. CONSULTANT shall assist in locating, qualifying, hiring, and increasing the skills of minority group employees and applicants for employment, as set forth in Executive Orders 11246 and 11375.

iv. The CONSULTANT shall comply with Labor Code Section 1773.2 and a copy of the general wage rate list shall be posted at each job site.

CONSULTANT shall indemnify, defend, and hold CITY harmless from any claim that prevailing wages should have been paid pursuant to this CONTRACT, including federal prevailing wage requirements under the Davis-Bacon Act, if applicable and shall be liable for the payment of same and any penalties thereon.

v. For Federally funded projects the current Federal General Wage Determinations shall apply as predetermined by the Secretary of Labor. If there is a difference in the Federal minimum wage rates and the California Department of Industrial Relations for similar classifications of labor, the CONSULTANT and its subcontractors shall pay not less than the higher wage rate. The wage rate for any 138
R FQ NO. PW 22-05
C2210.CON.Twining, Federal
classification not listed by the Federal Department of Labor or the California Department of Industrial Relations, but which may be required to execute the CONTRACT, shall be in accord with specified rates for similar or comparable classifications or for those performing similar or comparable duties, within the agencies determinations.

7. Audit.

A. A
t any time during normal business hours and as often as the CITY may deem necessary, CONSULTANT shall make available to CITY for inspection its records pertaining to this CONTRACT. CONSULTANT shall permit CITY to audit, examine and/or reproduce such records. CONSULTANT will retain such financial records, time sheets, work progress reports, invoices, bills and project records for at least two (2) years after termination or final payment under this CONTRACT. This paragraph shall survive for two (2) years after termination of this CONTRACT.

B. C
ITY shall have the option of inspecting and/or auditing all records and other written materials used by CONSULTANT in preparing its statements to CITY as a condition precedent to any payment to CONSULTANT.

8. Hold Harmless and Indemnification. To the fullest extent permitted by law (including, without limitation, California Civil Code Sections 2782 and 2782.8), CONSULTANT shall defend, and provide legal defense with attorney(s) acceptable to CITY, indemnify, and hold harmless the CITY, its agents, officials, officers, representatives, and employees, (collectively “Indemnitees”) from and against all claims, lawsuits, liabilities or damages (including, without limitation, injury to or death of an employee of CONSULTANT or its sub -consultant), expense and liability of every kind, nature and description (including, without limitation incidental and consequential damages, court costs, attorney’s fees, litigation expenses and fees of expert consultants or expert witnesses incurred in connection therewith and costs of litigation) that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT, any sub- consultant, anyone directly or indirectly employed by them, or anyone that they control.

T
o the extent there is an obligation to indemnify under this Section of this CONTRACT; CONSULTANT shall be responsible for incidental and consequential damages resulting from CONSULTANT’S negligence, recklessness, or willful misconduct. The provisions of this Section survive completion of the services or the termination of this CONTRACT.

The provisions of this Section are not limited by the provisions of this CONTRACT relating to insurance. The CONSULTANT shall thoroughly investigate any and all claims subject to the provisions of this Section, and indemnify the CITY and do whatever is necessary to protect any and all Indemnitees.

9. Amendments. Any amendment, modification, or variation from the provisions of this CONTRACT shall be in writing and shall be effective only upon mutual written approval by the CITY and CONSULTANT.
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10. Anti-Discrimination. In the performance of the terms of this CONTRACT, CONSULTANT shall not engage in, nor permit subcontractors to engage in, discrimination in em ployment of persons because of the age, race, color, religious creed, sex, sexual orientation, national origin, ancestry, physical disability, mental disability, medical condition, or marital status of such persons. Violation of this provision may result in the imposition of penalties referred to in Labor Code Section 1735.

11. Personal Services. This Agreement is for professional services, which are personal to CITY. Jeff Tawakoli is deemed to be specially experienced and is a key member of CONSULTANT’S firm, and shall be directly involved in performing, supervising, or assisting in the performance of this work. This key person shall communicate with, and periodically report to, CITY on the progress of the work. Should any such individual be removed from assisting in this contracted work for any reason, CITY may terminate this CONTRACT.

12. Termination. If, during the term of this CONTRACT, CITY determines that CONSULTANT is not faithfully abiding by any term or condition contained herein, CITY may notify CONSULTANT in writing of such defect or failure to perform. The notice must give to the CONSULTANT a ten (10) day period of time thereafter in which to perform the work or cure the deficiency. If CONSULTANT has not performed the work or cured the deficiency within the ten (10) days specified in the notice, such failure shall constitute a breach of this CONTRACT, and CITY may terminate this CONTRACT immediately by written notice to CONSULTANT. In addition, CITY, if it terminates this CONTRACT for ca use, may withhold as an offset from payments due CONSULTANT damages occasioned by such breach, including liquidated damages, if so provided herein. The CITY shall be liable to the CONSULTANT only for those fees accrued by the CONSULTANT to the date CONSULTANT receives the notice of termination. In no event, however, shall CONSULTANT be entitled to receive in excess of the CONTRACT amount.

13. Delivery of Reports in Cases of Termination. If this CONTRACT is terminated pursuant to any of the provisions contained hereinabove, and if requested to do so in writing by the CITY, the CONSULTANT shall, within fourteen (14) calendar days after receipt of such written request, deliver and turn over to the CITY all of its preparation and work on the project which were done to the date of the receipt of the notice of termination. The terms "preparation" and "work" as used in this paragraph, shall refer to and include all data and materials of whatever type that have been gathered by the CONSULTANT, and contemplated to be used or actually used, in the provision of the services as specified in this CONTRACT.

14. Complete CONTRACT . This CONTRACT and its accompanying exhibits shall constitute the complete CONTRACT between the parties hereto. No verbal agreement, understanding, or representation not reduced to writing and specifically incorporated herein shall be of any force or effect, nor shall any such verbal agreement, understanding, or representation be binding upon the parties hereto.

140
R FQ NO. PW 22-05
C2210.CON.Twining, Federal

15. Independent Contractor. It is expressly understood between the parties to this CONTRACT that no employee/employer relationship is intended.

CONSULTANT is not an agent or employee of the CITY and it is not entitled to participate in any pension plan, insurance or other benefits CITY provides for its employees.

CONSULTANT is an independent contractor in performing the Services required under this CONTRACT and will have control of all work and the manner in which it is performed.

Any provision of this CONTRACT that ma y appear to give CITY the right to direct CONSULTANT as to the details of doing the work required herein or to exercise a measure of control over the work means that the CONSULTANT will follow the direction of the CITY as to the results of the work only.

16. Time of Performance. Time is of the essence in this CONTRACT.

17. Insurance. CONSULTANT shall, at CONSULTANT’S sole cost and expense, provide insurance as contained in Exhibit “C”, incorporated herein.

CONSULTANT shall not commence work on the Services to be performed, until it submits proof of all insurance coverage as required.

18. Ownership of Reports and Data. The originals of all studies, reports, exhibits, documents, data and other work or materials prepared for, or used to comply with any term of this CONTRACT, plus any copies of same required by this CONTRACT to b e furnished to the CITY by any of the other party(ies) with whom the CONSULTANT may have contract(s) pertaining to this project, shall be deemed to be public records open to inspection by the public and, as such, to be and remain the property of the CITY.

19. Conflict of Interest. Neither CONSULTANT nor any employees, agents, or subcontractors of CONSULTANT who will be assigned to this project, to the best of CONSULTANT'S knowledge, own any property or interest in properties, business relationships, or sources of income which may be affected by the performance of this CONTRACT. Should one party hereto learn of any such interest, income source, or business relationship, such fact shall immediately be brought to the attention of the other party hereto. If the parties thereupon cannot mutually agree upon a means to eliminate the conflict, CITY may terminate the CONTRACT immediately for non- performance pursuant to Section 11 herein.

I
n accordance with California Government Code Section 87306, CONSULTANT shall provide, if requested by CITY, a Conflict of Interest Statement, Form 700 no later than 30 days after execution of this CONTRACT, and annually thereafter prior to April 1st of each year for the duration of the CONTRACT. Failure to file any of the required statements will result in withholding payment for services rendered.

20. Successors and Assigns. The terms hereof shall be binding upon and inure to the benefit of the successors and assigns of the parties hereto; provided, however, that no party hereto shall assign any of the benefits and burdens hereunder, whether voluntarily or by operation of law, without the prior written consent of the other party, and any such assignment without said consent shall be void. 141
R FQ NO. PW 22-05
C2210.CON.Twining, Federal

21. Authority to Execute CONTRACT. Both CITY and CONSULTANT do covenant that each individual executing this CONTRACT on behalf of each party is a person duly authorized and empowered to execute contracts for such party.

22. Jurisdiction and Venue . Jurisdiction is in an appropriate court in the State of California and venue lies in Ventura County, and the parties do not consent to arbitration. In the event of any dispute, each party shall bear its own fees and costs (including attorneys’ fees). This CONTRACT shall be governed by California law, without regard to conflict of law principles.

23. 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 CITY. In the event CITY has not appropriated sufficient funds for payment of CONSULTANT services beyond the current fiscal year, this CONTRACT shall cover only those costs incurred up to the conclusion of the current fiscal year.

24. Taxpayer Identification Number . CONSULTANT shall provide CITY with a complete Request for Taxpayer Identification Number and Certification, form W-9 (latest revision), as issued by the Internal Revenue Service.

25. Permits and Licenses. CONSULTANT, at its sole cost and expense, shall obtain and maintain during the term of this CONTRACT, all appropriate permits, licenses, and certificates that may be required in connection with the performance of this CONTRACT.

26. Waivers. The waiver by one party of any term or conditi on of this CONTRACT, or any breach thereof, shall not be construed to be a general waiver by the party or as a waiver of any other term or breach.
2 7. Statement of Experience. CONSULTANT warrants that it will perform its Services with at least the due care, diligence and expertise generally accepted in its industry. CONSULTANT also understands and agrees that it is being employed to perform the Services provided for by this CONTRACT because of CONSULTANT’S professed expertise and experience in performing such Services. In addition, CONSULTANT understands and agrees that while CITY or CITY’S officers, employees, agents or volunteers may elect to do so, they have no duty to review, inspect, monitor, or supervise the work performed by CONSULTANT pursuant to this CONTRACT. As a consequence, CONSULTANT waives any right of contribution against CITY or any of CITY’S officers, employees, agents, or volunteers arising out of such failure to inspect, review, monitor, or supervise the work performed by CONSULTANT pursuant to this CONTRACT.
142
R FQ NO. PW 22-05
C2210.CON.Twining, Federal

28. Notices. All written notices required by, or related to this CONTRACT shall be sent by Certified Mail, Return Receipt Requested, postage prepaid and addressed as listed below. Neither party to this CONTRACT shall refuse to accept such mail; the parties to this CONTRACT shall promptly inform the other party of any change of address. All notices required by this CONTRACT are effective on the day of receipt, unless otherwise indicated herein. The mailing address of each par ty to this CONTRACT is as follows:

CI
TY Department of Public Works
City of Simi Valley
2929 Tapo Canyon Road
Simi Valley, CA 93063
Staff Contact: Fuad Shamout
Senior Engineer/Capital Projects
(805) 583-6788
143
R FQ NO. PW 22-05
C2210.CON.Twining, Federal
CONSULTANT Twining, Inc.
1879 Portola Road, Suite G
Ventura, California 93003
Staff Contact: Jeff Tawakoli
(805) 644-5100
I
N WITNESS WHEREOF, the parties hereto have caused this instrument to be executed the day and year first above written.

A
ttest: City of Simi Valley, A Municipal Corporation B y:

Lucy Blanco, City Clerk Keith L. Mashburn, Mayor of the City of Simi Valley, California
A
pproved as to Form: TWINING, INC.

B y:

David L. Caceres, City Attorney
P rint Name:

Approved as to Content: Title:

B y:

Brian Paul Gabler, City Manager
P rint Name:

T itle:

Carolyn Johnson
Acting Administrative Services Director
Ronald K. Fuchiwaki
Public Works Director
144
EXHIBIT “A”
SCO

PE OF WORK
CO

NTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND TWINING, INC. FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05
Th
e selected firm(s) shall provide Pavement Engineering, Material Testing and Inspection Services in connection with design and construction of various public works projects within the City. These Pavement Engineering, Material Testing and Inspection Services will be assigned on an as -needed basis through the issuance of task orders depending upon the Department's project workload. Award of this annual contract does not necessarily guarantee the assignment of specific projects to the Consultant. The work, in general, may include but not be limited to the following:
• Sur
face and subsurface soils investigation, testing (relative compaction, R-value, sieve analysis, shear, etc.), evaluation and geotechnical inspection. • Mat
erial testing and inspection of conventional and rubberized asphalt concrete pavement both at the asphalt plant and at the job site, aggregate stock pile at the source; rock and sand base, paving asphalt, liquid asphalt, emulsion, etc.

Subgrade test for any unusual characteristics which may cause early failure to the pavement section.
• St
reet structural section evaluations including pavement deflection testing, analysis and recommendation.
• Ot
her geotechnical/soils engineering and material testing as may be needed. • Labor
atory services, data collection, asphalt concrete batch plant inspection, preparation and submission of engineering reports consisting of test results, with interpretation, analysis, and recommendations.
• Publ
ic Works Inspection Services
145
EXHIBIT “B”
SCHE

DULE OF FEES
CO

NTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND TWINING, INC. FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05
146
Twining, Inc. | City of Simi Valley 1
Local Assistance Procedures Manual Exhibit 10-H
Cost Proposal
04/11/2022 12/31/2022
01/01/2023 12/31/2023
01/01/2024 12/31/2024
Note: Mark-ups are Not Allowed 01/01/2025 12/31/2025
Consultant or Subconsultant: Date: 01/01/2026 12/31/2026 + + =
268.14$
276.18$
284.47$
284.47$
293.00$
Jeff Tawakoli, PE 167.40$
Project Manager 172.42$
177.59$
177.59$
182.92$
Paul Soltis, PE, GE 237.52$
Geotechnical Engineering Manager 244.65$
251.99$
251.99$
259.55$
Amir Ghavibazoo 178.58$
Pavement Engineer 183.93$
189.45$
189.45$
195.14$
Liangcai He 210.33$
Chief Geotechnical Engineer 216.64$
223.14$
223.14$
229.83$
Glenn Taylor 90.48$

93.19$

95.99$

98.87$
*Eduardo Perez 129.54$
133.43$
137.43$
137.43$
141.56$
1) Names and classifications of consultant (key staff) team members must be listed. Provide separate sheets for prime and all subconsultant firms. 2) Billing rate = actual hourly rate * (1+ ICR) * (1+ Fee). Agreed upon billing rates are not adjustable for the term of the contract. 3) For named employees enter the actual hourly rate. For classifications only, enter the average hourly rate for that classification.

NOTES:
• Denote all employees subject to prevailing wage with an asterisks (*) • For "Other Direct Cost" listing, see page 2 of this Exhibit

Page 1 ends

LPP 15-01
135.72$ 180.96$ 04/11/2022 12/31/2022 36.50$ Not Applicable Laboratory Manager
143.98$ 191.98$ 01/01/2025 12/31/2025 38.72$ 3.0% (prevailing wage) 148.30$ 197.74$ 01/01/2026 12/31/2026 39.88$ 3.0% 139.79$ 186.38$ 01/01/2023 12/31/2023 37.60$ 3.0% (non-exempt) 143.98$ 191.98$ 01/01/2024 12/31/2024 38.72$ 3.0% (non-prevailing wage) 229.83$ 229.83$ 01/01/2026 12/31/2026 92.72$ 3.0%

3.0%
223.14$ 223.14$ 01/01/2025 12/31/2025 90.02$ 3.0% Project Executive 276.18$ 01/01/2023 12/31/2023 114.76$
EXHIBIT 10-H COST PROPOSAL
Escalation % =
General Administration %
210.33$ 210.33$ 04/11/2022 12/31/2022 84.85$ Not Applicable 01/01/2023 12/31/2023
(non-prevailing wage) 182.92$ 01/01/2026
12/31/2022
Effective Dates

3.0%(exempt)
FEE % =

CALCULATION INFORMATION
% or $
increase
Hourly range -
for classifications only
268.14$ Linas Vitkus
284.47$ 284.47$ 01/01/2024 12/31/2024

3.0%111.42$
177.59$ 177.59$ 01/01/2025 12/31/2025 71.64$ 3.0% (prevailing wage) 212.34$ 283.11$
216.64$ 216.64$ 01/01/2023 12/31/2023 87.40$ 3.0% (exempt) 223.14$ 223.14$ 01/01/2024 12/31/2024 90.02$ 04/11/2022 12/31/2022 108.17$
(exempt)
Twining, Inc TBD 04/11/2022
Overhead %74.00%
Contract No.:
268.14$
276.18$
293.00$
167.40$
172.42$
182.92$

51.3500% 125.35%
OT (1.5x)
Effective date of hourly rate
From To
Actual or Avg.
hourly rate3

BILLING INFORMATION

0.0000%Fringe Benefit %
Name/Job Title/Classification1 Hourly Billing Rates2
Straight OT (2x)
177.59$ 177.59$
(non-prevailing wage) 293.00$ 01/01/2026 12/31/2026 118.20$ 3.0% 172.42$ 01/01/2023 12/31/2023 69.56$ 3.0% 167.40$ 04/11/2022 12/31/2022 67.53$
284.47$

3.0%
01/01/2026 12/31/2026 57.11$ 3.0% 206.15$ 274.87$
(exempt) 251.99$ 251.99$ 01/01/2024 12/31/2024 266.86$ Lead Public Works Inspector
(non-prevailing wage) 195.14$ 195.14$
(non-exempt)
01/01/2024 12/31/2024 71.64$ 3.0% Not Applicable

3.0%
237.52$ 237.52$ 04/11/2022 12/31/2022 95.82$ Not Applicable 244.65$
200.15$
12/31/2026 78.72$ 3.0%

74.20$ 3.0%
01/01/2026
April 11, 2022

Page 1 of 1 ends

10.0%

3.0%
Combined Indirect Cost Rate (ICR) %

SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)

3.0%206.15$ 274.87$ 01/01/2024 12/31/2024 Not Applicable
12/31/2026 73.79$
Not Applicable
194.32$

55.44$
284.47$ 01/01/2025 12/31/2025 114.76$ 3.0%

98.69$ 3.0%244.65$ 01/01/2023 12/31/2023 101.66$ 3.0%
189.45$ 189.45$ 01/01/2025 12/31/2025 76.43$ 3.0% 251.99$ 251.99$ 01/01/2025 12/31/2025 101.66$ 3.0% (non-prevailing wage) 259.55$ 259.55$ 01/01/2026 12/31/2026 (exempt)
183.93$
104.71$ 3.0%
178.58$ 178.58$ 04/11/2022 12/31/2022 72.04$ 189.45$ 189.45$ 01/01/2024 12/31/2024 76.43$ 3.0% Not Applicable
183.93$ 01/01/2023 12/31/2023
01/01/2025 12/31/2025 55.44$ 3.0%

52.26$

53.83$
259.09$ 04/11/2022
TWINING, INC.
147
Twining, Inc. | City of Simi Valley 2
NOTES:

1. Key personnel must be marked with an asterisk (*) and employees that are subject to prevailing wage requirements must be marked with two asterisks (**).All costs must comply with the Federal cost principles. Subconsultants will provide their own cost proposals.

2. The cost proposal format shall not be amended.

3. Billing rate= actual hourly rate * (1 + ICR) * (1 + Fee). Indirect cost rates shall be updated on an annual basis in accordance with the consultants annual accounting period and established by a cognizant agency or accepted by Caltrans. All costs must comply with the Federal cost principles for reimbursement.

4. For named employees and key personnel enter the actual hourly rate. For classifications only, enter the Average Hourly Rate for that classification.

EXHIBIT 10-H2 COST PROPOSAL Page2ot3

SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)
Consultant __________________ _ □ Prime Consultant □ Subconsultant Project No. __________ _ Contract No. -----------Date ________ _ SCHEDULE OF OTHER DIRECT COST ITEMS (Add additional pages as necessary) Description of Item Quantity Unit Unit Cost Total
Subconsultant 1:

Subconsultant 2:

Subconsultant 3:

Subconsultant 4:

Subconsultant 5:

Note: Add additional pages if necessary.

NOTES:

1. List other direct cost items with estimated costs. These costs should be competitive in their respective industries and supported with appropriate documentation.

2. Proposed ODC items should be consistently billed regardless of client and contract type.

3. Items when incurred for the same purpose, in like circumstance, should not be included in any indirect cost pool or in the overhead rate.

4. Items such as special tooling, will be reimbursed at actual cost with supporting documentation (invoice).

5. Items listed above that would be considered "tools of the trade" are not reimbursable as other direct cost

6. Travel related costs should be pre-approved by the contracting agency and shall not exceed current State Department of Personnel Administration rules.

Page 5 of 9 ends

January 2020
54 Mileage Costs
Vehicle
Equipment Rental and Supplies
Permit Fees
Plan Sheets
Test
Twining, Inc.

TBD
$ 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0.00
04/11/2022PW 22-05
/uni2714
148
Twining, Inc. | City of Simi Valley 3
Pavement Engineering, Material Testing, and Inspection services. 149
Twining, Inc. | City of Simi Valley 11
Local Assistance Procedures Manual E xhibit 10-H4
EXHIBIT 10-H4 COST PROPOSAL FOR CONTRACTS WITH PREVAILING WAGES Please Note: Consultant completes all items in yellow highlight 0 CONSULTANT___Twining, Inc__________________________________ PRIME x SUB CONTRACT TYPE________________________________________________Specific rates of compensation (LIST ONE OF THE ABOVE LISTED CONTRACT TYPES) PROJECT NO.___________________________ CONTRACT NO.___________________________________ DATE________________________________ Prime Consultant's Participation Amount $_______________________ Fringe Benefit % Overhead % General Administration % Combined %

74.00% + 51.35% + 5.00% = 130.35%

74.00% + 51.35% + 5.00% = 130.35%
Fringe Benefit % Overhead % General Administration % Combined %

74.00% + 51.35% + 5.00% = 130.35%

74.00% + 51.35% + 5.00% = 130.35%
= 10.00%

1.00 0.00
From To Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight OT (1.5x) OT (2x) Linas Vitkas
Office 4/11/2022 12/31/2022 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $108.17 N/A N/A $0.00 $108.17 N/A N/A $108.17 N/A N/A $0.00 $0.00 $0.00 $108.17 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $274.09 N/A N/A 108.17$ Project Manager 1/1/2023 12/31/2023 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $111.42 N/A N/A $0.00 $111.42 N/A N/A $111.42 N/A N/A $0.00 $0.00 $0.00 $111.42 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $282.32 N/A N/A 3.00% 111.42$ 1/1/2024 12/31/2024 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $114.76 N/A N/A $0.00 $114.76 N/A N/A $114.76 N/A N/A $0.00 $0.00 $0.00 $114.76 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $290.78 N/A N/A 3.00% 114.76$ Non-Prevailing Wage Work 1/1/2025 12/31/2025 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $118.20 N/A N/A $0.00 $118.20 N/A N/A $118.20 N/A N/A $0.00 $0.00 $0.00 $118.20 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $299.50 N/A N/A 3.00% 118.20$ (Exempt)
Jeff Tawakoli, PE Office 4/11/2022 12/31/2022 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $67.53 N/A N/A $0.00 $67.53 N/A N/A $67.53 N/A N/A $0.00 $0.00 $0.00 $67.53 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $171.11 N/A N/A 67.53$ Project Manager 1/1/2023 12/31/2023 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $69.56 N/A N/A $0.00 $69.56 N/A N/A $69.56 N/A N/A $0.00 $0.00 $0.00 $69.56 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $176.25 N/A N/A 3.00% 69.56$ 1/1/2024 12/31/2024 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $71.65 N/A N/A $0.00 $71.65 N/A N/A $71.65 N/A N/A $0.00 $0.00 $0.00 $71.65 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $181.55 N/A N/A 3.00% 71.65$ Non-Prevailing Wage Work 1/1/2025 12/31/2025 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $73.80 N/A N/A $0.00 $73.80 N/A N/A $73.80 N/A N/A $0.00 $0.00 $0.00 $73.80 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $187.00 N/A N/A 3.00% 73.80$ (Exempt)
Paul Soltis, PE, GE Office 4/11/2022 12/31/2022 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $95.82 N/A N/A $0.00 $95.82 N/A N/A $95.82 N/A N/A $0.00 $0.00 $0.00 $95.82 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $242.79 N/A N/A 95.82$ Geotechnical Engineering Manager 1/1/2023 12/31/2023 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $98.69 N/A N/A $0.00 $98.69 N/A N/A $98.69 N/A N/A $0.00 $0.00 $0.00 $98.69 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $250.07 N/A N/A 3.00% 98.69$ 1/1/2024 12/31/2024 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $101.65 N/A N/A $0.00 $101.65 N/A N/A $101.65 N/A N/A $0.00 $0.00 $0.00 $101.65 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $257.57 N/A N/A 3.00% 101.65$ Non-Prevailing Wage Work 1/1/2025 12/31/2025 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $104.70 N/A N/A $0.00 $104.70 N/A N/A $104.70 N/A N/A $0.00 $0.00 $0.00 $104.70 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $265.29 N/A N/A 3.00% 104.70$ (Exempt)
Amir Ghavibazoo Office 4/11/2022 12/31/2022 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $72.04 N/A N/A $0.00 $72.04 N/A N/A $72.04 N/A N/A $0.00 $0.00 $0.00 $72.04 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $182.54 N/A N/A 72.04$ Pavement Engineer 1/1/2023 12/31/2023 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $74.20 N/A N/A $0.00 $74.20 N/A N/A $74.20 N/A N/A $0.00 $0.00 $0.00 $74.20 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $188.01 N/A N/A 3.00% 74.20$ 1/1/2024 12/31/2024 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $76.43 N/A N/A $0.00 $76.43 N/A N/A $76.43 N/A N/A $0.00 $0.00 $0.00 $76.43 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $193.66 N/A N/A 3.00% 76.43$ Non-Prevailing Wage Work 1/1/2025 12/31/2025 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $78.72 N/A N/A $0.00 $78.72 N/A N/A $78.72 N/A N/A $0.00 $0.00 $0.00 $78.72 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $199.46 N/A N/A 3.00% 78.72$ (Exempt)
Liangcai He Office 4/11/2022 12/31/2022 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $84.85 N/A N/A $0.00 $84.85 N/A N/A $84.85 N/A N/A $0.00 $0.00 $0.00 $84.85 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $215.00 N/A N/A 84.85$ Chief Geotechnical Engineer 1/1/2023 12/31/2023 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $87.40 N/A N/A $0.00 $87.40 N/A N/A $87.40 N/A N/A $0.00 $0.00 $0.00 $87.40 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $221.46 N/A N/A 3.00% 87.40$ 1/1/2024 12/31/2024 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $90.02 N/A N/A $0.00 $90.02 N/A N/A $90.02 N/A N/A $0.00 $0.00 $0.00 $90.02 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $228.10 N/A N/A 3.00% 90.02$ Non-Prevailing Wage Work 1/1/2025 12/31/2025 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $92.72 N/A N/A $0.00 $92.72 N/A N/A $92.72 N/A N/A $0.00 $0.00 $0.00 $92.72 N/A N/A $0.00 $0.00 $0.00 $0.00 N/A N/A $234.94 N/A N/A 3.00% 92.72$ (Exempt)
Glenn Taylor
Office 4/11/2022 12/31/2022 $36.50 $54.75 $73.00 $0.00 $36.50 $54.75 $73.00 $36.50 $54.75 $73.00 $0.00 $36.50 $54.75 $73.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $92.49 $110.74 $128.99 36.50$ Laboratory Manager 1/1/2023 12/31/2023 $37.60 $56.40 $75.20 $0.00 $37.60 $56.40 $75.20 $37.60 $56.40 $75.20 $0.00 $37.60 $56.40 $75.20 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $95.27 $114.07 $132.87 3.00% 37.60$ 1/1/2024 12/31/2024 $38.73 $58.10 $77.46 $0.00 $38.73 $58.10 $77.46 $38.73 $58.10 $77.46 $0.00 $38.73 $58.10 $77.46 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $98.14 $117.50 $136.87 3.00% 38.73$ Prevailing Wage Work 1/1/2025 12/31/2025 $39.89 $59.84 $79.78 $0.00 $39.89 $59.84 $79.78 $39.89 $59.84 $79.78 $0.00 $39.89 $59.84 $79.78 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $101.08 $121.02 $140.97 3.00% 39.89$ (non-Exempt)
Group 2 FIELD 4/11/2022 12/31/2022 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $52.21 $78.32 $104.42 $30.04 $82.25 $108.36 $134.46 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $132.29 $158.40 $184.50 52.21$ Eduard Perez 1/1/2023 12/31/2023 $53.78 $80.67 $107.56 $30.04 $83.82 $110.71 $137.60 $53.78 $80.67 $107.56 $30.04 $83.82 $110.71 $137.60 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $136.27 $163.16 $190.05 3.00% 53.78$ 1/1/2024 12/31/2024 $55.39 $83.09 $110.78 $30.04 $85.43 $113.13 $140.82 $55.39 $83.09 $110.78 $30.04 $85.43 $113.13 $140.82 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $140.35 $168.04 $195.74 3.00% 55.39$ Prevailing Wage Work 1/1/2025 12/31/2025 $57.05 $85.58 $114.10 $30.04 $87.09 $115.62 $144.14 $57.05 $85.58 $114.10 $30.04 $87.09 $115.62 $144.14 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $144.56 $173.08 $201.61 3.00% 57.05$ (non-Exempt)

1. P
revailing Wages specified are based on current DIR determination. Any future DIR escalation of prevailing wage rates will be reflected in the loaded rates

2. "
NC" denotes No Charge for work more than 8 hours per day and for weekends and holidays for this contract only.

C) Straight Time or 1.5X or 2.0X Overtime = Actual Hourly Rate * (1 + Field O.H.) * (1 + Fee) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) Field Office Personnel:

B) 1.5X or 2.0X Overtime = (Actual Hourly Rate) * (1 + Field O.H.) * (1 + Fee) +.5X or 1.0X (Actual Hourly Rate) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) NORMAL Exempt Employee Loaded Billing Rates OVERTIME
Applicable Multiplier Fringe (Field) =
Name/Classification
Home
Office
Personnel
Field Office
Personnel
Prevailing Wage Rate established by State DIR
(only applicable for prevailing wage work)
Employee Actual Rate
(fringe benefits vary year over year)
DELTA (TOTAL) =
Employee Total Rate - DIR
Rate
Applicable
DELTA (TOTAL) =
Employee Total - DIR Total
DELTA (BASE) =
Employee Base - DIR Base
Base Salary Fringe
Benefits
Total Base Salary + Fringe Benefits
Effective Date of
Hourly Rate Loaded Hourly Billing Rates %
Escalation
Increase
Actual
Hourly Rate
and/or
Average
Hourly Rate
Cost Proposal for Contracts with Previaling Wages
ACTUAL COST PLUS FIXED FEE; SPECIFIC RATES OF COMPENSATION AND COST PER UNIT OF WORK CONTRACTS Base Salary Estimate
Fringe
Total = Base + Fringe
Applicable
DELTA Base =
DIR Rate - Employee Base Rate
Applicable DELTA FRINGE =

DELTA TOTAL - DELTA
BASE
(Employee - DIR)
Fee
Loaded Rate Calculation Home Office Personnel:

NORMAL
Non Exempt Employee Loaded Billing Rates OVERTIME
A) Straight Time = Actual Hourly Rate * (1 + Field O.H.) * (1 + Fee) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) The PW differentials Delta Base and Delta Fringe shown in the formulas above for Loaded Billing Rates are applicable only when performing services covered under DIR determinations. Applicable Multiplier Delta Base (Field) =

4. The employees' actual hourly rates shown in this cost proposal are the rates that were effective on xx/xx/xx. Caltrans Contract Manager's pre-approval is required for addition of staff not previously listed on the cost proposal. The billing rates for these employees, including those that fall under general classifications, will be calculated and reimbursed based on their actual hourly rates on xx/xx/xx. Hourly rates for new employees hired after the date of this cost proposal w
ill not exceed (or shall be in line with) the rates of similar personnel listed on this cost proposal having similar experience.

5. Travel Time Charges:

For Managers: O n weekdays up to a maximum of 8 hours will be charged for work time, travel time or any combination of travel and work time. Billing Rate = Loaded Rate Formula "C" above.

For Exempt staff: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed as follow:

Billing rate for travel time = Loaded Rate Formula "C" above.

Hour
ly Range for
Class
N/A
N/A
N/A
N/A
N/A
N/A
N/A

Page 1 of 1 ends

January 2018
150
Twining, Inc. | City of Simi Valley 12
Schedule of Fees 2021 - 2022
NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Personnel Rates: Per Hour Unless Otherwise Noted
Concrete Tests (Field Made Specimens),
Equipment Usage (Daily Unless Otherwise Noted) Rate Continued Rate Skidmore 40.00$ Density, Absorption, and Voids in Hardened 520.00$ Torque Wrench, Small 15.00$ Concrete (ASTM C642) Torque Wrench, Large 25.00$ Flexural Toughness (ASTM C1609, Formerly 800.00$ Torque Multiplier 40.00$ ASTM C1018)
Air Meter 20.00$ Flexural Toughness (ASTM C1550) 500.00$ Unit Weight Bucket 30.00$ Double Punch Strength of Fiber Reinforced Concrete 500.00$ Field Concrete Scale 30.00$ Coefficient of Thermal Expansion of Concrete 600.00$ Brass Mold 20.00$ (CRD 39, AASHTO T336)
Nuclear Gauge (Per Hour) 10.00$ Bulk Electrical Resistivity (ASTM C1876) 120.00$ Sand Cone Density Test Equipment 50.00$
Pull Test Equipment 60.00$
Concrete/Asphalt Coring Equipment 600.00$ Concrete Specimen Preparation Rate Pachometer 55.00$ Sawing of Specimens (Each) 40.00$ Floor Flatness (Dipstick) 50.00$ Coring of Specimens in Lab (Each) 40.00$ Schmidt Hammer 30.00$ Grinding of Concrete Below 6000 psi Strength (Each) 60.00$ Vapor Emission Test Kits 30.00$ Grinding of Concrete 6000 psi Strength and Above (Each) 90.00$ Relative Humidity Probe 60.00$
UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Laboratory Trial Batch: Concrete, Cement Fireproofing Adhesion/Cohesion (Per Test) 35.00$ and Mortar Rate A Scan Ultrasonic Equipment and Consumables 75.00$ Compression Test 4"x8" Cylinders Made and Tested in 50.00$ Magnetic Particle Equipment and Consumables 40.00$ Laboratory (ASTM C192, C35) Liquid Penetrant Consumables 35.00$ Compression Test 6"x12" Cylinders Made and Tested in 60.00$ Phased Array Ultrasonic Equipment (Per Hour) 60.00$ Laboratory (ASTM C192, C35) Ground Penetrating Radar 300.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 100.00$ Impact Echo 350.00$ Laboratory (ASTM C192, C78)
Ultrasonic Tomography 450.00$ Splitting Tensile Strength Cylinders Made and Tested 115.00$ Inertial Profiler (Per Hour) Quotation in Laboratory (ASTM C192, C496) Project Dedicated Vehicle 120.00$ Modulus of Elasticity Test Cylinders Made and Tested in 285.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Laboratory (ASTM C192, C469) Half-cell Potential Equipment Set 350.00$ Density of Structural Lightweight Concrete Made in the 105.00$ Concrete Electrical Resistivity Meter 160.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567) Field Hardness (Steel) 100.00$ Bulk Electrical Resistivity (ASTM C1876) 140.00$ Coating Thickness Gauge 100.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 525.00$ Wood Curing Box (One-Time Fee/Per Box) 600.00$ Concrete Mixture Design for Preconstruction Evaluation and 950.00$ Temperature Control Curing Box (Per Month) 450.00$ Backup Data Development Temperature Matching Curing Box (Per Month) 520.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 500.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days
(ASTM C157)
Specimen Pick-Up Rate Additional Reading, Per Set of Three Bars 45.00$ Standard Sample: Concrete Cylinders (Each) 28.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Standard Sample: Mortar/Grout Cubes and Cores, 28.00$ Three Bars, Per Month Fireproofing, Rebar, and Epoxy Prisms (Each) Setting Time Up to 7 Hours (ASTM C403) 180.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 75.00$ Bleeding (ASTM C232) 150.00$ Flexural Beams (Each) Concrete Restrained Expansion (ASTM C878) 600.00$ Technician for Specimen Pick-Up Not Listed Above 105.00$ Mix, Make and Test Mortar or Grout Specimens for 550.00$ (Per Hour, 2-Hour Minimum) Compressive Strength: Set of 6 (ASTM C878) Technician for Specimen Pick-Up Before 5:00 a.m. 140.00$ Non-Shrink Grout: Height Change after Final 550.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Set (ASTM C1090) (Per Hour, 2-Hour Minimum Plus Mileage) Non-Shrink Grout: Height Change at Early 800.00$ Age (ASTM C827)
Cracking Resistance, Set of Three Rings, 5,500.00$
Jobsite Trailer, Mobile or On-site Laboratory Rate Laboratory Trial Batching, Test Until Cracking or Mobile laboratory for rapid strength concrete 550.00$ up to 28 Days (ASTM 1581) (per shift not exceeding 12 hours) Evaluation of Pre-Packaged Masonry Mortars 1,150.00$ All others by quotation (ASTM C270)
Creep (ASTM C512) (One Age of Loading, 12 Months 8,000.00$ Duration of Testing)
Concrete Tests (Field Made Specimens) Rate
6" x 12" Cylinder: Compression Strength 40.00$ Chemical Analysis and Petrographic (ASTM C39) Examination of Concrete Rate
4" x 8" Cylinder: Compression Strength 35.00$ Chemical Analysis for Acid Soluble Chlorides 145.00$ (ASTM C39) (ASTM C1152) (includes sample prep)
Density of Structural Lightweight Concrete 85.00$ Chemical Analysis for Water Soluble Chlorides 170.00$ Equilibrium or Oven Dry Method (ASTM C567) (ASTM C1218) (includes sample prep) Core Compression including Trimming (ASTM C42) 75.00$ Chloride Diffusion Coefficient of Cementitious 2,600.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 100.00$ Mixtures by Bulk Diffusion (ASTM C1556) Referenced Size (ASTM C78, C293 or CTM 523) Petrographic Examination of Hardened Concrete, Level II Splitting Tensile Strength (ASTM C496) 95.00$ (ASTM 856) (Comprehensive) Modulus of Elasticity Test (ASTM C469) 275.00$ Each, One Sample 2,400.00$ Rapid Chloride Permeability Test: Cylinders or 520.00$ Each, Two or More Samples 2,100.00$ Cores (ASTM C1202)
30230
30231
30233
30234
20160
30201
30223
80193
80129
80126
30203
30227
30229
30211
20263
Code
30237
80123
30205
Task
20265
30232
30207
30209
40007
Task
Code
95327
95345
95349
95306
95307
95347
Task
Code
20102
95357
95364
95367
95372
30225
80003
40005
40009
Task
80006
Task
Code
20151
20157
40006
20159
20107
20109
20101
20103/
20104
95360
Task
30217
30219
Code
20202
20203
20201
95351
95300
95303
Task
40012
20209
20205
20207
20211
Task
Code
Code
95322
30216
Code
95323
95341
95342
95339
95370
95371
95373
95362
95368
95369
95315
95321
95324
95318
95309
95312
95336
95330
95343
95333
95348
95319
1 151
Twining, Inc. | City of Simi Valley 13
Physical and Chemical Analysis of Cement Rate Soils and Aggregate Tests, Continued Rate Physical Testing and Chemical Analysis of Portland 1,300.00$ Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Cement per Standard Requirements (ASTM C150) Mixed in the Lab (ASTM D558) Chemical Analysis of Portland Cement per 675.00$ Organic Impurities (ASTM C40, CTM 213) 90.00$ Standard Requirements (ASTM C150) Permeability (ASTM D5084) Quotation Physical Testing of Portland Cement per 675.00$ Potential Reactivity: Chemical Method (ASTM C289 - 625.00$ Standard Requirements (ASTM C150) Discontinued Method)
Potential Reactivity: Mortar Bar Expansion Method, 850.00$ 14-Day Exposure (ASTM C1260)
Physical and Chemical Analysis of Cement, Continued Rate Potential Reactivity: Mortar Bar Expansion Method, 900.00$ Physical Testing of Type K Cement, Mortar 675.00$ 28-Day Exposure (ASTM C1260) Expansion (ASTM C806) Potential Reactivity: Concrete Bar Expansion 2,700.00$ Partial Analysis or Specific Physical Tests Quotation Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,700.00$ Potential Reactivity: Concrete Bar Expansion 2,900.00$ Cement (ASTM C1012), 6 months Method (ASTM C1293), 24 month Sulfates Resistance of Hydraulic 3,000.00$ Potential Reactivity of Aggregate Combination, non-standard 1,000.00$ Cement (ASTM C1012), 12 months method; 14-Day Exposure, Mortar (after ASTM C1567) Potential Reactivity of Aggregate Combination, non-standard 1,050.00$ method; 28-Day Exposure, Mortar (after ASTM C1567)
Physical and Chemical Analysis of Fly Ash Rate R-Value: Soil (ASTM 2844, CTM 301) 440.00$ Chemical Analysis of Fly Ash per 675.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301) 490.00$ Standard Requirements (ASTM C618) Sand Equivalent (ASTM D2419, CTM 217) 125.00$ Physical Testing of Fly Ash per Standard Requirements 675.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 90.00$ (ASTM C618) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422, 250.00$ Partial Analysis or Specific Physical Tests Quotation D7928, CTM 203) Chemical Analysis and Physical Testing of Fly Ash per 1,300.00$ Sieve with Hydrometer: Sand to Clay (ASTM D422, 240.00$ Standard Requirements (ASTM C1618) D7928, CTM 203)
Sieve Analysis Including Wash (ASTM C136, CTM 202) 150.00$ Physical Testing of Chemical Admixtures for Sieve Analysis Without Wash (ASTM C136, CTM 202) 120.00$ Concrete Rate Sieve Analysis: Split Sieve (ASTM C136, CTM 202) 240.00$ Qualification of Admixture per ASTM C494 Quotation Sieve Analysis Without Wash: With Cobbles 235.00$ (ASTM C136, CTM 202)
Soundness: Sodium or Magnesium Sulfate, 450.00$
Soils and Aggregate Tests Rate 5 Cycles (ASTM C88)
Abrasion: LA Rattler (ASTM C131) 200.00$ Specific Gravity and Absorption: Coarse 100.00$ Abrasion: LA Rattler (ASTM C535) 210.00$ (ASTM C127, CTM 206) Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 160.00$ Specific Gravity and Absorption: Fine 165.00$ California Bearing Ratio Excluding Maximum Density 550.00$ (ASTM C128, CTM 207) (ASTM D1883): Soil Swell/Settlement Potential: One Dimensional 150.00$ California Bearing Ratio Excluding Maximum Density 650.00$ (ASTM D4546) (ASTM D1883): Cement-Treated Soil Triaxial Quotation
Cement-Treated Soil/Base Mix Design: includes three trial 3,500.00$ Unconfined Compression (ASTM D2166, CTM 221) 190.00$ cement contents with three unconfined compressive strength Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 125.00$ specimens per cement content Voids in Aggregate with Known Specific Gravity 125.00$ Chloride and Sulfate Content (CTM 417, CTM 422) 175.00$ (ASTM C29, CTM 212) Clay Lumps and Friable Particles (ASTM C142) 200.00$ Lightweight Particles: Coarse, with Two Solutions (ASTM C123) 410.00$ Cleanness Value: 1" x #4 (CTM 227) 175.00$ Lightweight Particles: Fine, with One Solution (ASTM C123) 205.00$ Cleanness Value: 1.5" x .75" (CTM 227) 275.00$
Collapse Potential/Index (ASTM D5333) 225.00$
Compressive Strength of Molded Soil-Cement 105.00$ Asphalt Concrete Tests Rate Cylinders (ASTM D1633) HMA Mixing and Preparation 125.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219) 195.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Bulk Specific Gravity of Compacted Sample or 55.00$ (ASTM D2435, CTM 219) Core: SSD (ASTM D2726, CTM 308C)
Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ (CTM 643, 417, and 422) Core: Parafin Coated (ASTM D1188 and CTM 308A) Crushed/Fractured Particles (ASTM D5821, CTM 205) 175.00$ Emulsion Residue, Evaporation (ASTM D244) 160.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Extraction: % Bitumen (ASTM D6307, CTM 382) 160.00$ (ASTM D3080) Extraction: % Bitumen and Gradation 215.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080) 225.00$ (ASTM D5444, D6307, CTM 202, 382) Direct Shear Test: Undisturbed - Fast [CU] (ASTM D3080) 195.00$ Extraction: % Bitumen, Correction Factor 350.00$ Durability Index: Per Method - A,B,C, or D 210.00$ (ASTM D6307, CTM 382) (ASTM D3744, CTM 229) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Expansion Index (ASTM D4829, UBC 18-2) 170.00$ (ASTM D2172 Method A or B, ASTM D5444) Fine Aggregate Angularity 190.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 215.00$ (ASTM C1252, CTM 234, AASHTO T304) (ASTM D1561, D1188, CTM 304, 308) Flat and Elongated Particle (ASTM D4791) 240.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 215.00$ Flat or Elongated Particle (ASTM D4791) 210.00$ (ASTM D1560, D1561, CTM 304, 366) Maximum Density: Methods A/B/C 190.00$ Lab Tested Maximum Density: Marshall, 210.00$ (ASTM D1557, D698, CTM 216) 3 briquettes (ASTM D6926, D2726) Maximum Density: Check Point (ASTM D1557, D698) 65.00$ Lab Tested Maximum Density: Marshall 215.00$ Maximum Density: AASHTO C [Modified] 195.00$ 6'' Specimen, 3 briquettes (ASTM D5581, D2726) (AASHTO T-180) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Maximum Index Density: Vibratory Table (ASTM D4253) 345.00$ Compacted Briquette, SSD, 1 briquette Moisture Content (ASTM D2216, CTM 226) 25.00$ (ASTM D6925, D2726) Moisture and Density: Ring Sample (ASTM D2937) 30.00$ Lab Tested Maximum Density: Superpave Gyratory 90.00$ Moisture and Density: Shelby Tube Sample 40.00$ Compacted Briquette, Parafin, 1 briquette (ASTM D2937) (ASTM D1188, D6925)
Moisture-Density Relations of Soil-Cement 275.00$ Maximum Theoretical Specific Gravity [RICE] 160.00$ Mixtures Premixed in the Field (ASTM D558) (ASTM D2041, CTM 309) Code
70342
Task
Code
80195
75050
75052
70361
70363
70365
80143
80146
80147
70301
70303
80196
70304
70344
70367
70371
70373
70398
Task
70335
30507
30508
70331
70333
75004
70315
Task
Code
70378
70325
70305
70311
70313
Task
Code
75032
75048
75042
75057
75033
75031
30411
30412
75036
75030
75024
75027
75049
75051
75040
70337
70349
30401
70343
80001
70347
70394
70399
80103
70339
30317
30319
70360
70369
70341
70340
70391
70357
80194
80100
70355
70317
70319
70321
30403
30321
70309
70397
30322
70393
70396
30503
30505
Task
Code
70359
70392
70345
70351
70353
80106
75028
Task
Code
80110
80111
Task
Code
80140
70336
2 152
Twining, Inc. | City of Simi Valley 14
Asphalt Concrete Tests, Continued Rate Mortar and Grout Rate Marshall Stability and Flow, Cored Sample, each 80.00$ Compression: 2" x 4" Mortar Cylinders (ASTM C780) 55.00$ (ASTM D6927) Compression: 3" x 3" x 6" Grout Prisms, 40.00$ Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Includes Trimming (ASTM C1019) (ASTM D6926, D6927) Compression: 2" Cubes (ASTM C109) 55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: Cores Includes Trimming (ASTM C42) 75.00$ Specimen Pre-Mixed, 3 briquettes
(ASTM D5581, D6925)
Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Masonry Specimen Preparation Rate
3 briquettes (ASTM D5581) Cutting of Cubes or Prisms 75.00$ Moisture Content (CTM 370) 85.00$
Wet Track Abrasion Test (ASTM D3910) 165.00$
Hveem Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Fireproofing Tests Rate Hveem Mix Design, with RAP (Excluding Aggregate 5,645.00$ Oven Dry Density (ASTM E605) 70.00$ Quality Tests, RAP Qualification)
Hveem Mix Design, with Lime (Excluding Aggregate 6,000.00$ Quality Tests)
Gunite and Shotcrete Tests Rate
Hveem Mix Design Caltrans Untreated Mix 6,200.00$ Core Compression Including Trimming (ASTM C42) 75.00$ (Including Aggregate Quality Tests) Compression: Cubes (Includes Saw Cutting) 95.00$ Hveem Mix Design Caltrans Lime Treated Mix 7,200.00$
(Including Aggregate Quality Tests) Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Marshall Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Lightweight Insulating Concrete, Etc. Rate Marshall Mix Design with RAP (Excluding Aggregate 5,645.00$ Compression Test (ASTM C495 and C472) 65.00$ Quality Tests) Air Dry Density (ASTM C472) 50.00$
Marshall Mix Design with Lime (Excluding Aggregate 6,200.00$ Oven Dry Density (ASTM C495) 75.00$ Quality Tests)
Open Grade Asphalt Concrete Mix Design 3,000.00$
(ASTM D7064, CTM 368)
Reinforcing Steel, ASTM A615, A706 Rate
Superpave Mix Design (Excluding Aggregate Quality Tests) 10,600.00$ Tensile Test: # 11 or Smaller 65.00$ Superpave Mix Design, with RAP 11,200.00$ Bend Test: # 11 or Smaller 60.00$ (Excluding Aggregate Quality Tests) Bend Test #14 or #18 375.00$ Superpave Mix Design, with Rubber 11,200.00$ Tensile Test: # 14 260.00$ (Excluding Aggregate Quality Tests) Tensile Test: # 18 360.00$ Superpave Mix Design, with Additives 11,500.00$
(Excluding Aggregate Quality Tests) Reinforcing Steel - Welded or Coupled Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specimens Rate (ASTM D4867, AASHTO T283) Tensile Test: Welded/Coupled #11 and Smaller 75.00$ Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Tensile Test: Welded/Coupled #14 270.00$ (AASHTO T324) Tensile Test: Welded/Coupled #18 395.00$
Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Weld: Macroetch 90.00$ (ASTM D7196) Slippage Test - Caltrans (CTM 670) 200.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245) 350.00$ Tensile Test: Welded Hoops #11 and Smaller 150.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245) 300.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ 3 emulsion content (Caltrans LP-8) Metal and Steel Testing Rate Tensile Strength: Up to 100K Pounds (Each) 70.00$
Tensile Strength: Up to 200K Pounds (Each) 80.00$
Brick Masonry Tests, ASTM C67 Rate Tensile Strength: Up to 300K Pounds (Each) 100.00$ Modulus of Rupture: Flexural 95.00$ Tensile Strength: Up to 400K Pounds (Each) 150.00$ Compression Strength 60.00$ Tensile Strength: 400K to 600K Pounds (Each) 360.00$ Absorption: 5 Hour or 24 Hour 65.00$ Tensile Strength: Stress-Strain Percent Offset 200.00$ Absorption (Boil): 1, 2 or 5 Hours 95.00$ Weld: Macroetch 90.00$ Initial Rate of Absorption 55.00$ Weld: Fracture 45.00$ Efflorescence 75.00$ Bend Test 70.00$
Cores: Compression 70.00$ Flattening Test 70.00$ Shear Test on Brick Cores: 2 Faces 95.00$ Hardness Test (ASTM E18) 80.00$ Bolt: Axial Tensile Test (Up to 7/8" diameter) 55.00$
Bolt: Wedge Tensile Test (Up to 7/8" diameter) 70.00$
Concrete Block, ASTM C140 Rate Bolt: Axial Tensile Test (Greater than 7/8" 75.00$ Compression 90.00$ up to 1" diameter)
Absorption/Moisture Content/Oven Dry Density 90.00$ Bolt: Wedge Tensile Test (Greater than 7/8" 95.00$ Linear Shrinkage (ASTM C426) 250.00$ up to 1" diameter) Web and Face Shell Measurements 50.00$ Bolt: Axial Tensile Test (Greater than 1" diameter) Quotation Tension Test 160.00$ Bolt: Wedge Tensile Test (Greater than 1" diameter) Quotation Core Compression 70.00$ Bolt: Proof Load Test (Up to 7/8") 80.00$ Shear Test of Masonry Cores: 2 Faces 95.00$ Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 100.00$ Efflorescence Tests 75.00$ Bolt: Proof Load Test (Greater than 1") Quotation Nut: Proof Load Test (Up to 7/8") 60.00$
Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 80.00$ Masonry Prisms, ASTM C1314 Rate Nut: Proof Load Test (Greater than 1") Quotation Compression Test: Composite Masonry 190.00$
Prisms Up To 8" x 16"
Compression Test: Composite Masonry 250.00$ Chemical Testing of Metal and Steel Rate Prisms Larger Than 8" x 16" Steel Chemical Analysis 175.00$ Prism Cord Modulus of Elasticity 540.00$ Weight of Galvanized Coating (ASTM A90) 80.00$ Prism Cord Modulus of Elasticity with Transverse 665.00$ Epoxy Coating Thickness 90.00$ Strain (for double-wythe specimen)
20609
Code
20601
20603
20634
20630
Code
80170
20605
20640
20641
20545
20611
20631
20607
20339
Task
20347
Code
20355
20357
Task
80176
20619
80173
20529
20532
Task
20637
20638
20639
20636
20635
20531
20633
Task
20632
20617
Task
75107
20504
20505
Task
Code
20507
Code
20615
20501
20503
20525
20547
Task
Code
Task
20523
20361
20365
20371
20373
20379
75099
75090
20331
20321
20327
75075
75094
75095
20329
20333
Code
75069
75066
20341
20343
20346
75106
20313
20335
20315
Task
20323
75039
Code
20303
75084
75087
75063
Task
Code
20155
20401
20311
75083
Task
75113
75109
75005
75093
75096
Task
75115
75068
75067
75111
20521
20305
20307
20309
75114
20351
20353
20301
Code
Code
75070
Task
Code
Code
3 153
Twining, Inc. | City of Simi Valley 15
Machining and Preparation of Tensile and Bend T Polymer Matrix Composite Materials Sample: Carbon Steel Rate (Fiberwrap) Rate
Machinist: Initial Preparation from Mock-up, Etc. 105.00$ Tensile Strength – Set of 5 Specimens/batch/ 1,350.00$ (Per Hour) direction (ASTM D3039)
Sawcut to Overall Width (Per 0.5" Thickness or 55.00$ Tensile Strength – Additional Specimens 250.00$ Fraction Thereof) (ASTM D3039)
Machine to Test Configuration: Milled Specimens 75.00$ Heating Chamber Time – Per 24 hr period 95.00$ Machine to Test Configuration: Turned Specimens 145.00$ (Per 0.5" Thickness or Fraction Thereof) Calibration Services and Universal Machine Prepare Subsize Specimens (Per 0.5" Thickness 95.00$ Usage Rate or Fraction Thereof) Calibration/Verification Services Quotation Universal Test Machine Usage (Per Hour) 400.00$
Charpy Impact Rate Ceramic Tile Testing Division Rate
Charpy Impact Ambient Temperature 95.00$
Charpy Impact Reduced Temperature 125.00$
Machining of Charpy Samples: Carbon Steel Rate
Cutting and Milling (Per 0.5" or Fraction Thereof) 85.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Final Machining to Sample Configuration 95.00$ Engineering and Technical supports/Design of Prototypes and Special Test Set-Up Quotation
Prestressing Wires and Tendons, Fastener/Coupling Full Testing Program Per New Regulations: Tension, (ASTM A416) Rate Tension/Bend, Shear, Double Shear, 8 Compressions Quotation Stress-Strain Analysis: Wire or Strands 200.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D1143 (Including Chart and Percent Offset) D1242, D2584, D4065, D4476, D4923, D7901, D7921, and D732) Quotation Tensile Test Only 145.00$ Field Testing of Structures and Structural Elements Quotation Tendons Quotation In-Place Shear Testing Quotation
Materials and/or Product Evaluation Per Specifications Quotation Structural Dynamic Testing and Durability Analysis Quotation Code
20707
20708
20753
Task
Task
20751
Code
20705
20623
Task
20703
Code
20780
20783
Code
20801
The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request.

Task
Code
20701
20621
20755
20706
20803
20757
Task
Code
20759
4 154
Twining, Inc. | City of Simi Valley 16
Schedule of Fees 2021 - 2022
NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Personnel Rates: Per Hour Unless Otherwise Noted
Engineering and Consulting Personne Rate Equipment Usage (Daily Unless Otherwise Noted) Rate Senior Principal Advisor/Consultant 340.00 $ Skidmore 40.00$ Principal Engineer/Geologist 240.00 $ Torque Wrench, Small 15.00$ Metallurgical Engineer 350.00 $ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 235.00 $ Torque Multiplier 40.00$ Technical Advisor 230.00 $ Air Meter 20.00$
Material Scientist, Welding/NDT Consultant 240.00 $ Unit Weight Bucket 30.00$ Registered Geologist/Certified Engineering Geologist 235.00 $ Field Concrete Scale 30.00$ Senior Engineer/Geologist 210.00 $ Brass Mold 20.00$ Registered Civil Engineer 205.00 $ Nuclear Gauge (Per Hour) 10.00$ Roofing/Waterproofing Consultant 230.00 $ Sand Cone Density Test Equipment 50.00$ Project Engineer/Manager 200.00 $ Pull Test Equipment 60.00$ Quality Control Manager 190.00 $ Concrete/Asphalt Coring Equipment 600.00$ Senior Staff Engineer/Geologist 185.00 $ Pachometer 55.00$ Staff Engineer/Geologist 180.00 $ Floor Flatness (Dipstick) 50.00$ Quality Control Administrator 170.00 $ Schmidt Hammer 30.00$ Metallurgical Technician 145.00 $ Vapor Emission Test Kits 30.00$ CADD Operator/Draftsperson 132.00 $ Relative Humidity Probe 60.00$ Office Support/Clerical 95.00 $ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Field Supervisor 165.00 $ Fireproofing Adhesion/Cohesion (Per Test) 35.00$ Safety Supervisor 165.00 $ A Scan Ultrasonic Equipment and Consumables 75.00$ Laboratory Manager 155.00 $ Magnetic Particle Equipment and Consumables 40.00$ Laboratory Technician 150.00 $ Liquid Penetrant Consumables 35.00$ Expert Witness Testimony 580.00 $ Phased Array Ultrasonic Equipment (Per Hour) 60.00$ Qualified SWPPP Developer 185.00 $ Ground Penetrating Radar 300.00$ Qualified SWPPP Practitioner 170.00 $ Impact Echo 350.00$ Vibration Engineer 210.00 $ Ultrasonic Tomography 450.00$ Inertial Profiler (Per Hour) Quotation
Project Dedicated Vehicle 120.00$
Field Inspection Personnel Rate Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Concrete/Reinforced Steel Inspector 130.00 $ Half-cell Potential Equipment Set 350.00$ Prestressed/Post Tensioned Inspector 130.00 $ Concrete Electrical Resistivity Meter 160.00$ Concrete ICC Inspector 130.00 $ Field Hardness (Steel) 100.00$ Drilled-In-Anchor Inspector 130.00 $ Coating Thickness Gauge 100.00$ Gunite/Shotcrete Inspector 130.00 $ Wood Curing Box (Per Box) 600.00$ Masonry Inspector 130.00 $ Temperature Control Curing Box (Per Month) 450.00$ Structural Steel/Welding Inspector 130.00 $ Temperature Matching Curing Box (Per Month) 520.00$ AWS Certified Welding Inspector 130.00 $
Fireproofing Inspector 130.00 $
Lead Inspector (Also includes DSA Shotcrete and DSA Masonry) 130.00 $ Specimen Pick-Up Rate Firestop Special Inspector - IFC Premier 180.00 $ Standard Sample: Concrete Cylinders (Each) 25.00$ Firestop Special Inspector - IQP 200.00 $ Standard Sample: Mortar/Grout Cubes and Cores, 25.00$ Asphalt Field and Plant Inspector/Technician 130.00 $ Fireproofing, Rebar, and Epoxy Prisms (Each) Pile Driving Inspector 130.00 $ Oversize Sample: Masonry Prisms, Shotcrete Panels, 60.00$ Soils Technician 130.00 $ Flexural Beams (Each)
Concrete Quality Control (ACI/Caltrans Technician) 130.00 $ Technician for Specimen Pick-Up Not Listed Above 95.00$ Wood Framing Inspector 130.00 $ (Per Hour, 2-Hour Minimum) Roofing/Waterproofing Inspector Quotation Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Public Works Inspector 150.00 $ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Mechanical Inspector 175.00 $ (Per Hour, 2-Hour Minimum Plus Mileage) Electrical Inspector 175.00 $
Plumbing Inspector 175.00 $
Building Inspector 175.00 $ Jobsite Trailer, Mobile or On-site Laboratory Rate Vibration Monitoring Technician 145.00 $ Mobile laboratory for rapid strength concrete 500.00$ Field Engineering Technician 130.00 $ (per shift not exceeding 12 hours) All others by quotation
Shop Inspection Personnel Rate
Structural Steel Fabrication Inspector 130.00 $ Concrete Tests (Field Made Specimens) Rate Batch Plant Quality Control Technician/Inspector 115.00 $ 6" x 12" Cylinder: Compression Strength 45.00$ Glue-Laminated Fabrication Inspector Quotation (ASTM C39) Pre-Cast Concrete/Pipe Fabrication Inspector 130.00 $ 4" x 8" Cylinder: Compression Strength 35.00$ (ASTM C39)
Density of Structural Lightweight Concrete 90.00$
Nondestructive Testing Personnel Rate Equilibrium or Oven Dry Method (ASTM C567) NDE Ultrasonic Testing Technician 135.00 $ Core Compression including Trimming (ASTM C42) 75.00$ NDE Magnetic Particle Testing Technician 135.00 $ 6" x 6" x 18" Flexural Beams Not Exceeding 100.00$ NDE Dye Penetrant Testing Technician 135.00 $ Referenced Size (ASTM C78, C293 or CTM 523) Combination NDE Technician/Welding Inspector 135.00 $ Splitting Tensile Strength (ASTM C496) 100.00$ Radiographic Testing (crew of 2) 375.00 $ Modulus of Elasticity Test (ASTM C469) 285.00$ NDE Engineer 220.00 $ Rapid Chloride Permeability Test: Cylinders or 550.00$ Cores (ASTM C1202)
Task
Code
10115
10501
95362
95368
95369
70000 95315
10010 95321
10011
95324
10026 95318
10001 95309
10017 95312
60003
95327
10013
95336
30000
95330
70003
95343
10003
95333
10009
95348
95319
10019
95351
90001
95300
70107
95303
10005
95341
10007
95342
10015
9533995103
90005
95345
91010
91000
95349
91030
95306
20000
95307
98000
95347
30001
10103
10105
Task
10109
Code
10111
20102
95357Task
95364Code
9536710101
95372
95370
95371
95373
10117
20107
75001
20109
70103
10113
20101
10201
10203
20103/
10207
20104
10519
95360
10521
10523
50003
Task
70101
10107
60001
Task
10515
Code
30002
10122
10500
10325
10328
20205
20207
Task
Code
Task
Code
Code
20202
10301
10309
20203
20201
20209
10403
20211
10405
80003
10305
10409
10020
Task
Code
10401
95322
95323
1 155
Twining, Inc. | City of Simi Valley 17
Concrete Tests (Field Made Specimens),
Continued Rate Physical and Chemical Analysis of Cement, Continued Rate Density, Absorption, and Voids in Hardened 550.00$ Chemical Analysis of Portland Cement per 715.00$ Concrete (ASTM C642) Standard Requirements (ASTM C150)
Flexural Toughness (ASTM C1609, Formerly 880.00$ Physical Testing of Portland Cement per 715.00$ ASTM C1018) Standard Requirements (ASTM C150)
Flexural Toughness (ASTM C1550) 550.00$ Physical Testing of Type K Cement, Mortar 715.00$ Double Punch Strength of Fiber Reinforced Concrete 550.00$ Expansion (ASTM C806) Coefficient of Thermal Expansion of Concrete 605.00$ Partial Analysis or Specific Physical Tests Quotation (CRD 39, AASHTO T336) Sulfates Resistance of Hydraulic 2,970.00$ Bulk Electrical Resistivity (ASTM C1876) 135.00$ Cement (ASTM C1012), 6 months Sulfates Resistance of Hydraulic 3,300.00$
Cement (ASTM C1012), 12 months
Concrete Specimen Preparation Rate
Sawing of Specimens (Each) 40.00$
Coring of Specimens in Lab (Each) 40.00$ Physical and Chemical Analysis of Fly Ash Rate Grinding of Concrete Below 6000 psi Strength (Each) 55.00$ Chemical Analysis of Fly Ash per 715.00$ Grinding of Concrete 6000 psi Strength and Above (Each) 85.00$ Standard Requirements (ASTM C618) Physical Testing of Fly Ash per Standard Requirements 715.00$ Laboratory Trial Batch: Concrete, Cement (ASTM C618)
and Mortar Rate Partial Analysis or Specific Physical Tests Quotation Compression Test 4"x8" Cylinders Made and Tested in 55.00 $ Chemical Analysis and Physical Testing of Fly Ash per 1,320.00$ Laboratory (ASTM C192, C35) Standard Requirements (ASTM C1618) Compression Test 6"x12" Cylinders Made and Tested in 66.00 $ Laboratory (ASTM C192, C35) Physical Testing of Chemical Admixtures for Compression Test Cylinders Made and Tested in 60.00 $ Concrete Rate Laboratory (ASTM C192, C35) Qualification of Admixture per ASTM C494 Quotation 6" x 6" x 18" Flexural Beams Made and Tested in 105.00 $ Laboratory (ASTM C192, C78)
Splitting Tensile Strength Cylinders Made and Tested 120.00 $ Soils and Aggregate Tests Rate in Laboratory (ASTM C192, C496) Abrasion: LA Rattler (ASTM C131) 220.00$ Modulus of Elasticity Test Cylinders Made and Tested in 305.00 $ Abrasion: LA Rattler (ASTM C535) 230.00$ Laboratory (ASTM C192, C469) Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 175.00$ Density of Structural Lightweight Concrete Made in the 110.00 $ California Bearing Ratio Excluding Maximum Density 605.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567) (ASTM D1883): Soil Bulk Electrical Resistivity (ASTM C1876) 155.00 $ California Bearing Ratio Excluding Maximum Density 715.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 550.00 $ (ASTM D1883): Cement-Treated Soil Concrete Mixture Design for Presonstruction Evaluation and 250.00 $ Cement-Treated Soil/Base Mix Design: includes three trial 3,850.00$ Backup Data Development cement contents with three unconfined compressive strength Drying Shrinkage Up to 28 Days: Three 3" x 3" or 540.00 $ specimens per cement content 4" x 4" Bars, Five Readings up to 28 Dry Days Chloride and Sulfate Content (CTM 417, CTM 422) 195.00$ (ASTM C157) Clay Lumps and Friable Particles (ASTM C142) 220.00$ Additional Reading, Per Set of Three Bars 50.00 $ Cleanness Value: 1" x #4 (CTM 227) 195.00$ Storage over Ninety (90) Days, Per Set of 35.00 $ Cleanness Value: 1.5" x .75" (CTM 227) 305.00$ Three Bars, Per Month Collapse Potential/Index (ASTM D5333) 250.00$ Setting Time Up to 7 Hours (ASTM C403) 165.00 $ Compressive Strength of Molded Soil-Cement 115.00$ Bleeding (ASTM C232) 165.00 $ Cylinders (ASTM D1633) Concrete Restrained Expansion (ASTM C878) 605.00 $ Consolidation Test: Full Cycle (ASTM 2435, CTM 219) 215.00$ Mix, Make and Test Mortar or Grout Specimens for 550.00 $ Consolidation Test: Time Rate per Load Increment 50.00$ Compressive Strength: Set of 6 (ASTM C878) (ASTM D2435, CTM 219) Non-Shrink Grout: Height Change after Final 550.00 $ Corrosivity Series: Sulfate, CI, pH, Resistivity 270.00$ Set (ASTM C1090) (CTM 643, 417, and 422)
Non-Shrink Grout: Height Change at Early 880.00 $ Crushed/Fractured Particles (ASTM D5821, CTM 205) 195.00$ Age (ASTM C827) Direct Shear Test: Remolded and/or Residual 270.00$ Cracking Resistance, Set of Three Rings, 5,500.00 $ (ASTM D3080) Laboratory Trial Batching, Test Until Cracking or Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080) 250.00$ up to 28 Days (ASTM 1581) Direct Shear Test: Undisturbed - Fast [CU] (ASTM D3080) 215.00$ Evaluation of Pre-Packaged Masonry Mortars 1,210.00 $ Durability Index: Per Method - A,B,C, or D 230.00$ (ASTM C270) (ASTM D3744, CTM 229)
Creep (ASTM C512) (One Age of Loading, 12 Months 8,800.00 $ Expansion Index (ASTM D4829, UBC 18-2) 190.00$ Duration of Testing) Fine Aggregate Angularity 210.00$
(ASTM C1252, CTM 234, AASHTO T304)
Chemical Analysis and Petrographic Flat and Elongated Particle (ASTM D4791) 250.00$ Examination of Concrete Rate Flat or Elongated Particle (ASTM D4791) 230.00$ Chemical Analysis for Acid Soluble Chlorides 275.00 $ Maximum Density: Methods A/B/C 210.00$ (ASTM C1152) (includes sample prep) (ASTM D1557, D698, CTM 216) Chloride Diffusion Coefficient of Cementitious 2,750.00 $ Maximum Density: Check Point (ASTM D1557, D698) 75.00$ Mixtures by Bulk Diffusion (ASTM C1556) Maximum Density: AASHTO C [Modified] 215.00$ Petrographic Examination of Hardened Concrete, Level II (AASHTO T-180) (ASTM 856) (Comprehensive) Maximum Index Density: Vibratory Table (ASTM D4253) 380.00$ Each, One Sample 2,640.00 $ Moisture Content (ASTM D2216, CTM 226) 30.00$ Each, Two or More Samples 2,310.00 $ Moisture and Density: Ring Sample (ASTM D2937) 35.00$ Moisture and Density: Shelby Tube Sample 45.00$
(ASTM D2937)
Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement 305.00$ Physical Testing and Chemical Analysis of Portland 1,320.00 $ Mixtures Premixed in the Field (ASTM D558) Cement per Standard Requirements (ASTM C150) Moisture-Density Relations of Soil-Cement Mixtures 385.00$ Mixed in the Lab (ASTM D558)
80111
40012
Task
Code
Task
Code
30207
30403
30321
30205
70301
70303
80196
Code
30217
30219
70305
40005
40009
Task
Task
Code
20151
20157
40006
20159
20160
Task
Code
80143
Task
Code
80100
30230
30231
30233
70317
30234
70319
70321
Task
20265
30232
30211
70304
70344
30322
30201
70393
70396
30503
30505
30223
30225
80110
70341
70340
70342
80146
8014730215
30216
30237
30209
70309
70311
70313
70337
Task
Code
80140
70335
80123
30507
30508
70331
70333
30203
75004
30227
70315
30229
70378
20263
80106
80103
Code
70325
80194
70336
80129
Task
Code
80195
40007
80006
80193
70339
2 156
Twining, Inc. | City of Simi Valley 18
Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued Rate Organic Impurities (ASTM C40, CTM 213) 100.00$ Maximum Theoretical Specific Gravity [RICE] 175.00$ Permeability (ASTM D5084) Quotation (ASTM D2041, CTM 309) Potential Reactivity: Chemical Method (ASTM C289 - 580.00$ Marshall Stability and Flow, Cored Sample, each 85.00$ Discontinued Method) (ASTM D6927)
Potential Reactivity: Mortar Bar Expansion Method, 910.00$ Marshall Stability and Flow, Premixed, 3 briquettes 255.00$ 14-Day Exposure (ASTM C1260) (ASTM D6926, D6927)
Potential Reactivity: Mortar Bar Expansion Method, 965.00$ Marshall Stability and Flow, Gyratory Compacted 255.00$ 28-Day Exposure (ASTM C1260) Specimen Pre-Mixed, 3 briquettes Potential Reactivity: Concrete Bar Expansion 2,970.00$ (ASTM D5581, D6925) Method (ASTM C1293), 12 month Marshall Stability and Flow 6'' Specimen, Premixed, 255.00$ Potential Reactivity: Concrete Bar Expansion 3,190.00$ 3 briquettes (ASTM D5581) Method (ASTM C1293), 24 month Moisture Content (CTM 370) 95.00$ Potential Reactivity of Aggregate Combination, non-standard 1,045.00$ Wet Track Abrasion Test (ASTM D3910) 180.00$ method; 14-Day Exposure, Mortar (after ASTM C1567) Hveem Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Potential Reactivity of Aggregate Combination, non-standard 1,100.00$ Hveem Mix Design, with RAP (Excluding Aggregate 5,645.00$ method; 28-Day Exposure, Mortar (after ASTM C1567) Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301) 485.00$ Hveem Mix Design, with Lime (Excluding Aggregate 6,000.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301) 540.00 $ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217) 140.00 $ Hveem Mix Design Caltrans Untreated Mix 6,200.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 100.00 $ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422, 275.00 $ Hveem Mix Design Caltrans Lime Treated Mix 7,200.00$ D7928, CTM 203) (Including Aggregate Quality Tests)
Sieve with Hydrometer: Sand to Clay (ASTM D422, 265.00 $ Marshall Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ D7928, CTM 203) Marshall Mix Design with RAP (Excluding Aggregate 5,645.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202) 165.00 $ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202) 135.00 $ Marshall Mix Design with Lime (Excluding Aggregate 6,200.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202) 265.00 $ Quality Tests) Sieve Analysis Without Wash: With Cobbles 260.00 $ Open Grade Asphalt Concrete Mix Design 3,000.00$ (ASTM C136, CTM 202) (ASTM D7064, CTM 368)
Soundness: Sodium or Magnesium Sulfate, 195.00 $ Superpave Mix Design (Excluding Aggregate Quality Tests) 10,600.00$ 5 Cycles (ASTM C88) Superpave Mix Design, with RAP 11,200.00$ Specific Gravity and Absorption: Coarse 110.00 $ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206) Superpave Mix Design, with Rubber 11,200.00$ Specific Gravity and Absorption: Fine 180.00 $ (Excluding Aggregate Quality Tests) (ASTM C128, CTM 207) Superpave Mix Design, with Additives 11,500.00$ Swell/Settlement Potential: One Dimensional 165.00 $ (Excluding Aggregate Quality Tests) (ASTM D4546) Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,100.00$ Triaxial Quotation (ASTM D4867, AASHTO T283)
Unconfined Compression (ASTM D2166, CTM 221) 210.00 $ Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,210.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 140.00 $ (AASHTO T324) Voids in Aggregate with Known Specific Gravity 140.00 $ Raveling Test of Cold Mixed Emulsified Asphalt 220.00$ (ASTM C29, CTM 212) (ASTM D7196)
Lightweight Particles: Coarse, with Two Solutions (ASTM C123) 450.00 $ Marshall Stability, wet set, 3 replicates (AASHTO T245) 385.00$ Lightweight Particles: Fine, with One Solution (ASTM C123) 225.50 $ Marshall Stability, dry set, 3 replicates (AASHTO T245) 330.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ 3 emulsion content (Caltrans LP-8)
Asphalt Concrete Tests Rate
HMA Mixing and Preparation 140.00 $
HMA Mixing and Preparation with Aggregate Treatment 195.00 $ Brick Masonry Tests, ASTM C67 Rate Bulk Specific Gravity of Compacted Sample or 60.00 $ Modulus of Rupture: Flexural 100.00$ Core: SSD (ASTM D2726, CTM 308C) Compression Strength 60.00$ Bulk Specific Gravity of Compacted Sample or 90.00 $ Absorption: 5 Hour or 24 Hour 65.00$ Core: Parafin Coated (ASTM D1188 and CTM 308A) Absorption (Boil): 1, 2 or 5 Hours 100.00$ Emulsion Residue, Evaporation (ASTM D244) 175.00 $ Initial Rate of Absorption 55.00$ Extraction: % Bitumen (ASTM D6307, CTM 382) 175.00 $ Efflorescence 75.00$ Extraction: % Bitumen and Gradation 235.00 $ Cores: Compression 70.00$ (ASTM D5444, D6307, CTM 202, 382) Shear Test on Brick Cores: 2 Faces 100.00$ Extraction: % Bitumen, Correction Factor 385.00 $ 110.00$ (ASTM D6307, CTM 382)
Chemical Extraction: % Bitumen and Sieve Analysis 270.00 $ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444) Compression 95.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 235.00 $ Absorption/Moisture Content/Oven Dry Density 95.00$ (ASTM D1561, D1188, CTM 304, 308) Linear Shrinkage (ASTM C426) 245.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 235.00 $ Web and Face Shell Measurements 50.00$ (ASTM D1560, D1561, CTM 304, 366) Tension Test 170.00$
Lab Tested Maximum Density: Marshall, 230.00 $ Core Compression 70.00$ 3 briquettes (ASTM D6926, D2726) Shear Test of Masonry Cores: 2 Faces 100.00$ Lab Tested Maximum Density: Marshall 235.00 $ Efflorescence Tests 75.00$ 6'' Specimen, 3 briquettes (ASTM D5581, D2726)
Lab Tested Maximum Density: Superpave Gyratory 100.00 $ Compacted Briquette, SSD, 1 briquette Masonry Prisms, ASTM C1314 Rate (ASTM D6925, D2726) Compression Test: Composite Masonry 210.00$ Lab Tested Maximum Density: Superpave Gyratory 100.00 $ Prisms Up To 8" x 16" Compacted Briquette, Parafin, 1 briquette Compression Test: Composite Masonry 275.00$ (ASTM D1188, D6925) Prisms Larger Than 8" x 16"
70355
70359
70391
70357
70398
Task
Code
70349
30401
70343
80001
70347
Code
30411
30412
75036
75030
75042
75057
75115
70361
70363
70365
70367
75068
75067
70371
75106
75107
75083
20335
75024
75027
70369
30317
30319
70397
70392
70345
70351
70353
75111
75039
70373
75087
75028
75033 20301
20333
20339
Task
Code
75050
75052
75113
75109
20341
20343
20329
75031
75099
75090
75005
20331
20321
20327
75093
75096
75075
75094
75095
75069
75066
70360
75114
75063
Task
75084
75032
20313
20315
Task
Code
20303
20305
20307
Task
Code
20309
75048
20323
Code
75049
70394
70399
75051
75070
75040
20311
Task
3 157
Twining, Inc. | City of Simi Valley 19
Mortar and Grout Rate Chemical Testing of Metal and Steel Rate Compression: 2" x 4" Mortar Cylinders (ASTM C780) 60.00$ # Steel Chemical Analysis 175.00$ Compression: 3" x 3" x 6" Grout Prisms, 45.00$ Weight of Galvanized Coating (ASTM A90) 85.00$ Includes Trimming (ASTM C1019) # Epoxy Coating Thickness 90.00$ Compression: 2" Cubes (ASTM C109) 60.00$
Compression: Cores (ASTM C42) 70.00$ Machining and Preparation of Tensile and Bend Sample: Carbon Steel Rate
Machinist: Initial Preparation from Mock-up, Etc. 105.00$ Masonry Prisms, ASTM C1314, Continued Rate (Per Hour)
Prism Cord Modulus of Elasticity 595.00$ Sawcut to Overall Width (Per 0.5" Thickness or 55.00$ Prism Cord Modulus of Elasticity with Transverse 730.00$ Fraction Thereof) 60.00$ Strain (for double-wythe specimen) Machine to Test Configuration: Milled Specimens 75.00$ Machine to Test Configuration: Turned Specimens 150.00$ (Per 0.5" Thickness or Fraction Thereof)
Masonry Specimen Preparation Rate Prepare Subsize Specimens (Per 0.5" Thickness 95.00$ Cutting of Cubes or Prisms 70.00$ or Fraction Thereof) Fireproofing Tests Rate Charpy Impact Rate
Oven Dry Density (ASTM E605) 75.00$ Charpy Impact Ambient Temperature 100.00$ Charpy Impact Reduced Temperature 120.00$
Gunite and Shotcrete Tests Rate
Core Compression Including Trimming (ASTM C42) 70.00 $ Machining of Charpy Samples: Carbon Steel Rate Compression: Cubes (Includes Saw Cutting) 95.00 $ Cutting and Milling (Per 0.5" or Fraction Thereof) 90.00$ Final Machining to Sample Configuration 100.00$
Concrete Roof Fill: Gypsum, Vermiculite, Perlite,
Lightweight Insulating Concrete, Etc Rate Prestressing Wires and Tendons, Compression Test (ASTM C495 and C472) 60.00 $ (ASTM A416) Rate Air Dry Density (ASTM C472) 45.00 $ Stress-Strain Analysis: Wire or Strands 200.00$ Oven Dry Density (ASTM C495) 70.00 $ (Including Chart and Percent Offset) Tensile Test Only 150.00$
Tendons Quotation
Reinforcing Steel, ASTM A615, A706 Rate
Tensile Test: # 11 or Smaller 65.00 $ Polymer Matrix Composite Materials Bend Test: # 11 or Smaller 60.00 $ (Fiberwrap) Rate Bend Test #14 or #18 385.00 $ Tensile Strength – Set of 5 Specimens/batch/ 1,485.00$ Tensile Test: # 14 265.00 $ direction (ASTM D3039) Tensile Test: # 18 375.00 $ Tensile Strength – Additional Specimens 275.00$ (ASTM D3039)
Reinforcing Steel - Welded or Coupled Heating Chamber Time – Per 24 hr period 105.00$ Specimens Rate
Tensile Test: Welded/Coupled #11 and Smaller 75.00 $ Calibration Services and Universal Machine Tensile Test: Welded/Coupled #14 275.00 $ Usage Rate Tensile Test: Welded/Coupled #18 415.00 $ Calibration/Verification Services Quotation Weld: Macroetch 85.00 $ Universal Test Machine Usage (Per Hour) 385.00$ Slippage Test - Caltrans (CTM 670) 220.00 $
Tensile Test: Welded Hoops #11 and Smaller 160.00 $ Ceramic Tile Testing Division Rate Metal and Steel Testing Rate
Tensile Strength: Up to 100K Pounds (Each) 70.00 $
Tensile Strength: Up to 200K Pounds (Each) 85.00 $
Tensile Strength: Up to 300K Pounds (Each) 100.00 $ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Tensile Strength: Up to 400K Pounds (Each) 155.00 $ Engineering and Technical supports/Design of Prototypes and Special Tensile Strength: 400K to 600K Pounds (Each) 385.00 $ Test Set-Up Quotation Tensile Strength: Stress-Strain Percent Offset 195.00 $ Fastener/Coupling Full Testing Program Per New Regulations: Tension, Weld: Macroetch 85.00 $ Tension/Bend, Shear, Double Shear, 8 Compressions Quotation Weld: Fracture 45.00 $ Fiberglass/Composite Materials Field Testing Program (ASTM D1143 Bend Test 60.00 $ D1242, D2584, D4065, D4476, D4923, D7901, D7921, and D732) Quotation Flattening Test 75.00 $ Field Testing of Structures and Structural Elements Quotation Hardness Test (ASTM E18) 90.00 $ In-Place Shear Testing Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter) 55.00 $ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Wedge Tensile Test (Up to 7/8" diameter) 70.00 $ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Axial Tensile Test (Greater than 7/8" 75.00 $
up to 1" diameter)
Bolt: Wedge Tensile Test (Greater than 7/8" 100.00 $
up to 1" diameter)
Bolt: Axial Tensile Test (Greater than 1" diameter) Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter) Quotation Bolt: Proof Load Test (Up to 7/8") 85.00 $
Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 105.00 $ Bolt: Proof Load Test (Greater than 1") Quotation
Nut: Proof Load Test (Up to 7/8") 60.00 $
Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 85.00 $ Nut: Proof Load Test (Greater than 1") Quotation
Task
20351
20353
20547
Task
Task
Code
Task
20371
20623
20373
20379
Task
Task
20703
20757
Code
20504
Task
20755
20615
20361
20365
Task
Code
20759
Task
Code
Code
20780
20501
20503
20783
Code
20401
20751
20525
Code
20801
The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request.

Task
Task
Code
20706
20705
Task
20634
20630
Code
80170
20605
20640
20641
20545
20611
20631
20607
20529
20532
20523
20637
20638
20639
20636
20635
20531
20633
20803
Task
20632
20619
80173
Task
Code
20609
20707
Code
20601
20708
20603
20617
20753
Code
20355
20357
Task
Code
20155
20505
20507
Code
20521
20701
20621
20347
80176
Task
Code
20346
Code
4 158
Twining, Inc. | City of Simi Valley 20
General Conditions
NOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 3.

NOTE: A minimum of 24 hours notice is required for testing and inspection services.

NOTE: For projects subject to a Project Labor Agreement (PLA), if terms/conditions of the PLA are more restrictive those terms/conditions will apply.

NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Administrative Fees
All administrative costs including report distribution and Twining ConstructionHive system are billed at the following percentage of the monthly invoice total:

Note that hard copies of reports will be sent only to governing jurisdictions that mandate them. All other parties will receive reports electronically. The administrative fee above will receive reports electronically. The administrative fee above will be increased by 1% if additional hard copies of reports are requested.

Minimum Charges (Inspection and Technician Personnel Only - Other Personnel Charged on Portal to Portal Basis) 2-Hour Minimum: Inspector arrives at jobsite, no work to perform. 4-Hour Minimum: 1 to 4 hours of inspection
8-Hour Minimum: Over 4 to 8 hours of inspection
8-Hour Minimum: Night Work
Regular Time
The first 8 hours worked Monday through Friday between 4:00 a.m. and 2:00 p.m.

Premium
Work performed in excess of eight (8) hours in any one working day or forty (40) hours in any one week shall be paid for at one and one-half (1-1/2) times the regular rate of pay.

Premium shall be reckoned by the hour and half-hour. Work performed in excess of twelve (12) hours in any one (1) working day shall be paid at two (2) times the regular rate of pay.

Saturday and Sunday Work
Work performed on Saturday as defined below shall be paid for at one and one-half (1-1/2) times the regular rate of pay for the first eight (8) hours of work and at two (2) times the regular rate of pay for all hours worked in excess of eight (8). Work performed on Sunday as defined below shall be paid for at two (2) times the regular rate of pay for all hours worked.

A shift, which commences on or after 1:00 a.m. on Saturday morning and before 1:00 a.m. on Sunday morning shall be deemed Saturday work for the entire shift. A shift, which commences on or after 1:00 a.m. on Sunday morning and before 1:00 a.m. on Monday morning shall be deemed Sunday work for the entire shift.

Night Shifts
When work is performed on a night shift the rate will be $8.00 greater than the applicable rate. A night shift is a shift, which commences after 2:00 p.m. or before 4:00 a.m. during any twenty-four (24) hour period commencing at 12:01 a.m.

Disruptive Shift Pay
Provides a minimum of eight (8) hours of night shift pay when the night shift precludes the Employee from workig the day following the night shift, excluding weekends and holidays.

Holidays
The following shall be considered as holidays under this Agreement and when work is performed on these days, an Employee shall be paid at two times his or her regular straight-time rate of pay: New Year's Day, President's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day. Should any of these holidays fall on Sunday, the following Monday shall be sonsidered a holiday. When a holiday falls on Saturday the Friday before shall be considered the holiday.

Meal Period
When personnel are required by their duties to work more than five consecutive hours without a one-half hour uninterrupted meal period, one half hour at double time rate will be charged in addition to any applicable overtime for actual hours worked.

Shift Differential (Applies to Regularly Scheduled Shifts Only) A $8.00 per hour shift differential premium will be charged for all inspection hours that fall outside of the 5:00 a.m. to 5:00 p.m. time period.

Travel Time and Mileage
For projects outside a 50-mile radius from the nearest Twining facility, $0.70 per excess mile to and from the project and travel time at the relevant rate will be charged for inspectors and technicians. Other than small tools, whenever project related equipment is required to be transported to and from the project site, time and mileage for inspectors and field technicians will be billed on a portal to portal basis. For all projects, $0.70 per mile rate and applicable travel time will be charged portal to portal for engineers, consultants, supervisors, and laboratory technicians from the laboratory to the project site and return.

Weekend Sample Pick-Ups
In order to be in strict conformance with testing standards, it may be required that weekend pick-ups be performed (e.g. concrete specimens cast on Friday must be picked up on weekend in order to be in conformance with ASTM C31 requiring specimens to be moved to their final curing location within 48 hours of casting.) Applicable charges for weekend work will apply when this is required. Should these charges not be authorized, Twining will not be liable for any negative consequences.

Reimbursable Expenses
Parking, air fare, car rental, food, lodging and project specific software/applications (e.g. PlanGrid, Procore, etc.) will be charged at cost plus 20% per processed invoice, unless provided by client.

Project Specific Documents
Costs presented assume that client will provide project specific documents (plans, specifications, submittals, RFIs, etc.) for all inspection personnel. Should project specific documents be provided electronically through a "for fee" service, the client will be responsible for providing access and paying any fees for the service.

Project Site Facilities
Prices quoted assume that initial curing facilities for test samples that comply with relevant test standards and project requirements are provided by others. In addition, prices quoted assume that work/desk space for inspection staff are provided by others. Additional costs will apply should Twining be required to provide such facilities.

Subsistence
Subsistence on remote jobs will be charged per quotation. 5%
5 159
Twining, Inc. | City of Simi Valley 21
General Conditions, Continued
Laboratory Testing Hours
Please note that laboratory testing will be billed on an hourly basis for non-standard tests. If testing is required to be performed on Saturdays, Sundays, holidays, or before 5:30 a.m. or after 4:00 p.m. on weekdays, an additional hourly charge with a minimum of one hour will be applied for the laboratory technician. 1.5 x regular test rate will be charged for rush testing.

Charges for Subcontracted Services
Material sent to outside laboratory for testing:

Material sent to outside fabricator or machine shop:

Glu-Lam beam inspection:

Other subcontractors:

Project exclusive equipment purchase:

Limit of Liability
Client agrees to limit Twining's aggregate liability to all entities for alleged or actual errors and omissions in the performance of its professional services under this agreement to $50,000.00 or the fees actually paid to Twining, whichever amount is greater. Higher limits may be available by quotation.

Certified Payroll
Certified payroll will be provided, upon request, at an additional charge of $150.00/month. Fee applies to every month that certified payroll must be submitted regardless of whether or not services were provided for any given month.

Final Reports Required by Jurisdiction
If a final report or affidavit is required, we must first review all inspection and testing reports and clear up any unresolved issues on these reports. These issues will typically require approval by the engineer or architect of record. This process can take several weeks or just a day, depending on the number and complexity of the issues. Cost for final reports will be billed hourly.

Terms of Payment
Fees charged are for professional and technical services and are due upon presentation. If not paid within 30 days from date of invoice, they are considered past due and the maximum legal finance charge will be added to the unpaid balance.

In addition, should the client require that invoices be submitted through a web based or electronic system, the client will be responsible for all costs associated with the use of the system.

A 3% fee will be applied for payments processed by credit card.

All invoice errors or necessary corrections shall be brought to the attention of Twining within 15 days of receipt of invoice. Thereafter, customer acknowledges invoices are correct and valid. Twining reserves the right to terminate its services to a customer without notice if all invoices are not current. Upon such termination of services, the entire amount accrued for all services performed shall immediately become due and payable. Customer waives any and all claims against Twining, its subsidiaries, affiliates, servants and agents for termination of work on account of these terms.

In the event of any litigation arising from or related to any agreement to provide services whether verbal or written, the prevailing party shall be entitled to recover from the non- prevailing party all reasonable costs incurred, including staff time, court costs, attorney's fees and all other related expenses in such litigation. Additionally, in the event of a non- adjudicative settlement of litigation between the parties or a resolution of dispute by arbitration, that same process shall determine the prevailing party.

Hold Specimens
All "hold" specimens are charged at the applicable test rate whether tested or not.

Specimen Sampling and Disposal
Twining samples materials used in construction in accordance with standard practices, methods, codes and relevant project requirements. Representativeness of sampling and accuracy of testing are subject to the same probabilistic and precision limitations as governing standards, codes, and project technical provisions.

Should samples be provided by others Twining cannot warrant or guarantee that material is representative of material that is or will be used in actual construction of the project.

Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made.

Twining samples materials used in construction in accordance with standard practices, methods, codes and relevant project requirements. Representativeness of sampling and accuracy of testing are subject to the same probabilistic and precision limitations as governing standards, codes and project technical provisions.

Oversize Specimens
An extra charge will be made when test specimens require more than one person to handle because of size or weight.

Elevated Work Platforms
In the event an elevated work platform is required to safely complete our inspections, the client must provide safe access, including a trained and certified operator, to Twining inspection and testing personnel. Should Twining be required to supply an elevated work platform, we will contract with a qualified vendor and the markups shown above will apply.

Cost plus 20%
Cost plus 20%
Cost plus 20%
Cost plus 20%
Cost plus 20%
6 160
Twining, Inc. | City of Simi Valley 8

CALIFORNIA TESTING & INSPECTIONS
Local Assistance Procedures Manual EXHIBIT 10-H2
Cost Proposal

Page 4 of 9 ends

January 2020
EXHIBIT 10-H2 COST PROPOSAL Page 1 of 3

SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)
Note: Mark-ups are Not Allowed
Consultant __California Testing & Inspections___ ☐ Pri me Consultant ☒ Subcon sultant ☐ 2nd Tier Subconsultant P
roject No. _______________________ Contract No. _________________ Participation Amount $____________________ Date _03/07/2022____ For Combined Rate
Fringe Benefit 61% + General &Administrative 13% = 74 Combined ICR% OR
For Home Office Rate
Fringe Benefit % + General &Administrative % = Home Office ICR% For Field Office Rate
Fringe Benefit % + General &Administrative % = Field Office ICR% Fee = 8 %
B

ILLING INFORMATION CALCULATION INFORMATION
Name/Job Title/Classification1 Hourly Billing Rates2
Straight3 OT(1.5x) OT(2x)
Effective Date of Hourly Rate
From To
Actual or Avg.

Hourly Rate4
% or $
Increase
Hourly Range -
for Classifications Only
David Pasos, Reyes Gonzalez –
Field Inspectors-Group 2**
$52.32
$52.32
$54.32
$56.32
$58.32
$78.48
$78.48
$81.48
$84.48
$87.48
$104.64
$104.64
$108.65
$112.64
$116.64
07/01/2021
07/01/2022
07/01/2023
07/01/2024
07/02/2025
06/30/2022
06/30/2023
06/30/2024
06/30/2025
06/30/2026
$98.00
$98.00
$102.08
$105.84
$109.60

3.0 %

3.0%

3.0%
$98.00 - $197.00
$98.00 - $197.00
$102.08 - $204.18
$105.84 – $211.67
$109.60 - $205.96
(Add pages as necessary)
NOTES:

2. The cost proposal format shall not be amended.

3. Billing rate = actual hourly rate * (1+ ICR) * (1+ Fee). Indirect cost rates shall be updated on an annual basis in accordance with the consultant’s annual accounting period and es
tablished by a cognizant agency or accepted by Caltrans. All costs must comply with the Federal cost principles for reimbursement.

4. For named employees and key personnel enter the actual hourly rate. For classifications only, enter the Average Hourly Rate for that classification. 161
Twining, Inc. | City of Simi Valley 9
Local Assistance Procedures Manual EXHIBIT 10-H2
Cost Proposal

Page 5 of 9 ends

January 2020
EXHIBIT 10-H2 COST PROPOSAL Page 2 of 3

SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)
Consultant _California Testing & Inspections______________________________ ☐ Prime Consultant ☒ Subconsultant P
roject No. _______________________ Contract No. ____________________ Date ____________________ SCHEDULE OF OTHER DIRECT COST ITEMS (Add additional pages as necessary) Description of Item Quantity Unit Unit Cost Total
Mileage Costs N/A $ $
Equipment Rental and Supplies N/A $ $
Permit Fees N/A $ $
Plan Sheets N/A $ $
Test N/A $ $
Vehicle N/A $ $
Subconsultant 1: $
Subconsultant 2: $
Subconsultant 3: $
Subconsultant 4: $
Subconsultant 5: $
Note: Add additional pages if necessary.

NOTES:

1. Li st other direct cost items with estimated costs. These costs should be competitive in their respective industries and supported with appropriate documentation.

2. Proposed ODC items should be consistently billed regardless of client and contract type.

3. Items when incurred for the same purpose, in like circumstance, should not be included in any indirect cost pool or in the overhead rate.

4. Items such as special tooling, will be reimbursed at actual cost with supporting documentation (invoice).

5. Items listed above that would be considered "tools of the trade" are not reimbursable as other direct cost.

6. Travel related costs should be pre-approved by the contracting agency and shall not exceed current State Department of Personnel Administration rules.

7. If mileage is claimed, the rate should be properly supported by the consultant's calculation of their actual costs for company vehicles. In addition, the miles claimed should be supported by mileage logs.

8. If a consultant proposes rental costs for a vehicle, the company must demonstrate that this is its standard procedure for all of their contracts and that they do not own any vehicles th
at could be used for the same purpose.

9. The cost proposal format shall not be amended. All costs must comply with the Federal cost principles.

10. Add additional pages if necessary.

11. Subconsultants must provide their own cost proposals. 162
Twining, Inc. | City of Simi Valley 10
Local Assistance Procedures Manual EXHIBIT 10-H2
Cost Proposal
P
age 7 of 9
J anuary 2020
EXHIBIT 10-H2 COST PROPOSAL Page 3 of 3
C
ertification of Direct Costs:

I
, the undersigned, certify to the best of my knowledge and belief that all direct costs identified on the cost proposal(s) in this contract are actual, reasonable, allowable, and allocable to the contract in accordance with the contract terms and the following requirements:

7. Generally Accepted Accounting Principles (GAAP)

8. Terms and conditions of the contract

9. Title 23 United States Code Section 112 - Letting of Contracts

10. 48 Code of Federal Regulations Part 31 - Contract Cost Principles and Procedures

11. 23 Code of Federal Regulations Part 172 - Procurement, Management, and Administration of Engineering and Design Related Service

12. 48 Code of Federal Regulations Part 9904 - Cost Accounting Standards Board (when applicable) A
ll costs must be applied consistently and fairly to all contracts. All documentation of compliance must be retained in the project files and be in compliance with applicable federal and state requirements. Costs that are noncompliant with the federal and state requirements are not eligible for reimbursement.

Prime Consultant or Subconsultant Certifying:

Name: Fabiola Jaque-Diaz Title *: President Signature : Date of Certification (mm/dd/yyyy): 03/07/22 Email: [email protected] Phone Number: 213-748-4900 Address: 15957 Vermont Ave, Paramount, CA 90723
* A
n individual executive or financial officer of the consultant’s or subconsultant’s organization at a level no lower than a Vice President or a Chief Financial Officer, or equivalent, who has authority to represent the financial information utilized to establish the cost proposal for the contract.

Lis
t services the consultant is providing under the proposed contract:

Field Inspection services
163
Local Assistance Procedures Manual Exhibit 10-H4
EXHIBIT 10-H4 COST PROPOSAL FOR CONTRACTS WITH PREVAILING WAGES Please Note: Consultant completes all items in yellow highlight CONSULTANT__California Testing & Inspections, Inc. PRIME ______ SUB x CONTRACT TYPE___________________________________________________On-Call Testing and inspection services (LIST ONE OF THE ABOVE LISTED CONTRACT TYPES) PROJECT NO.___________________________ CONTRACT NO.___________________________________ DATE________________________________04/18/2022 Sub Consultant's Participation Amount $_______________________ Fringe Benefit % Overhead % General Administration % Combined %

0.00% + 0.00% + 110.00% = 110.00%

0.00% + 0.00% + 110.00% = 110.00%
Fringe Benefit % Overhead % General Administration % Combined %

60.00% + 10.00% + 40.00% = 110.00%

60.00% + 10.00% + 40.00% = 110.00%
= 6.00%

1.00 0.00
From To Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight OT (1.5x) OT (2x) Reyes Gonzalez,
Construction Inspector FIELD 05/01/2022 06/30/2023 $52.21 $78.32 $104.42 $29.93 $82.14 $108.25 $134.35 $52.21 $78.32 $104.42 $29.93 $82.14 $108.25 $134.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $116.22 $142.32 $168.43 52.21 $ 07/01/2023 06/30/2024 $53.77 $80.66 $107.54 $32.43 $86.20 $113.09 $139.97 $53.71 $80.57 $107.42 $32.43 $86.14 $113.00 $139.85 ($0.06) ($0.09) ($0.12) ($0.06) ($0.09) ($0.12) ($0.06) ($0.09) ($0.12) $0.00 $0.00 $0.00 $119.62 $146.50 $173.39 3.00% 53.78 $ 07/01/2024 06/30/2025 $55.38 $83.07 $110.76 $34.93 $90.31 $118.00 $145.69 $55.21 $82.82 $110.42 $34.93 $90.14 $117.75 $145.35 ($0.17) ($0.25) ($0.34) ($0.17) ($0.26) ($0.34) ($0.17) ($0.26) ($0.34) $0.00 $0.00 $0.00 $123.07 $150.76 $178.45 3.00% 55.39 $ Prevailing Wage Work 07/01/2025 06/30/2026 $57.04 $85.56 $114.08 $37.43 $94.47 $122.99 $151.51 $56.71 $85.07 $113.42 $37.43 $94.14 $122.50 $150.85 ($0.33) ($0.50) ($0.66) ($0.33) ($0.50) ($0.66) ($0.33) ($0.50) ($0.66) $0.00 $0.00 $0.00 $126.57 $155.09 $183.61 3.00% 57.05 $ (non-Exempt)
Luiza Valle, EIT
Project Engineer OFFICE 05/01/2022 06/30/2023 $0.00 $0.00 $0.00 $84.59 $103.59 $122.59 38.00 $ 07/01/2023 06/30/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A $87.13 $106.70 $126.27 3.00% 39.14 $ 07/01/2024 06/30/2025 $0.00 $0.00 $0.00 $89.73 $109.89 $130.04 3.00% 40.31 $ Non-Prevailing Wage Work 07/01/2025 06/30/2026 $0.00 $0.00 $0.00 $92.42 $113.18 $133.94 3.00% 41.52 $ (Exempt) $0.00 $0.00 $0.00
Reyes Gonzalez,
Construction Inspector FIELD 05/01/2022 06/30/2023 $52.21 $78.32 $104.42 $29.93 $82.14 $108.25 $134.35 $52.21 $78.32 $104.42 $29.93 $82.14 $108.25 $134.35 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $116.22 $142.32 $168.43 52.21 $ 07/01/2023 06/30/2024 $53.77 $80.66 $107.54 $32.43 $86.20 $113.09 $139.97 $53.71 $80.57 $107.42 $32.43 $86.14 $113.00 $139.85 ($0.06) ($0.09) ($0.12) ($0.06) ($0.09) ($0.12) ($0.06) ($0.09) ($0.12) $0.00 $0.00 $0.00 $119.62 $146.50 $173.39 3.00% 53.78 $ 07/01/2024 06/30/2025 $55.37 $83.06 $110.74 $34.93 $90.30 $117.99 $145.67 $55.21 $82.82 $110.42 $34.93 $90.14 $117.75 $145.35 ($0.16) ($0.24) ($0.32) ($0.16) ($0.24) ($0.32) ($0.16) ($0.24) ($0.32) $0.00 $0.00 $0.00 $123.06 $150.74 $178.43 3.00% 55.39 $ Prevailing Wage Work 07/01/2025 06/30/2026 $57.04 $85.56 $114.08 $37.43 $94.47 $122.99 $151.51 $56.71 $85.07 $113.42 $37.43 $94.14 $122.50 $150.85 ($0.33) ($0.50) ($0.66) ($0.33) ($0.50) ($0.66) ($0.33) ($0.50) ($0.66) $0.00 $0.00 $0.00 $126.57 $155.09 $183.61 3.00% 57.05 $ (non-Exempt)

1. Prevailing Wages specified are based on current DIR determination. Any future DIR escalation of prevailing wage rates will be reflected in the loaded rates

2. "NC" denotes No Charge for work more than 8 hours per day and for weekends and holidays for this contract only.

For Managers: On weekdays up to a maximum of 8 hours will be charged for work time, travel time or any combination of travel and work time. Billing Rate = Loaded Rate Formula "C" above.

For Exempt staff: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed as follow:

Billing rate for travel time = Loaded Rate Formula "C" above.

All travel time, outside of the regular work day, will be billed without the application of overhead rate as follow: Billing Rate = (Actual Hourly Rate) (1+ Fee) + (Delta Base + Delta Fringe)

5. Travel Time Charges:

N/A
N/A
N/A
Applicable
DELTA Base =
DIR Rate - Employee Base
RateBase Salary Fringe
Benefits
Total Base Salary + Fringe Benefits Base Salary Estimate Fringe
Applicable DELTA FRINGE =

DELTA TOTAL - DELTA
BASE
(Employee - DIR)
Loaded Hourly Billing Rates
Fee
The PW differentials Delta Base and Delta Fringe shown in the formulas above for Loaded Billing Rates are applicable only when performing services covered under DIR determinations. Applicable Multiplier Delta Base (Field) = Applicable Multiplier Fringe (Field) =
Hourly Range for
Class
%
Escalation
Increase
Actual
Hourly Rate
and/or
Average
Hourly Rate
Exempt Employee Loaded Billing Rates OVERTIME
Name/Classification
Home
Office
Personnel
Field Office
Personnel
Effective Date of
Hourly Rate
Prevailing Wage Rate established by State DIR
(only applicable for prevailing wage work)
Employee Actual Rate
(fringe benefits vary year over year)
Total = Base + Fringe
C) Straight Time or 1.5X or 2.0X Overtime = Actual Hourly Rate * (1 + Field O.H.) * (1 + Fee) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) For Non-Exempt Employees: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed at full normal overhead rate (i.e. without the application of the 1.5X or 2.0X multiplier for overtime as follow:

Non Exempt Employee Loaded Billing Rates OVERTIME
Cost Proposal for Contracts with Previaling Wages
AC
TUAL COST PLUS FIXED FEE; SPECIFIC RATES OF COMPENSATION AND COST PER UNIT OF WORK CONTRACTS Loaded Rate Calculation Home Office Personnel:

NORMAL
DELTA (TOTAL) =
Employee Total Rate - DIR
Rate
Applicab
le
DELTA
(TOTAL)
DELTA (BASE) =
Employee Base -
DIR Base
A) Straight Time = Actual Hourly Rate * (1 + Field O.H.) * (1 + Fee) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) Field Office Personnel:

B) 1.5X or 2.0X Overtime = (Actual Hourly Rate) * (1 + Field O.H.) * (1 + Fee) +.5X or 1.0X (Actual Hourly Rate) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) NORMAL 164
Local Assistance Procedures Manual Exhibit 10-H4
EXHIBIT 10-H4 COST PROPOSAL FOR CONTRACTS WITH PREVAILING WAGES Please Note: Consultant completes all items in yellow highlight CONSULTANT_______________________________________________ PRIME ______ SUB X CONTRACT TYPE___________________________________________________Unknown (LIST ONE OF THE ABOVE LISTED CONTRACT TYPES) PROJECT NO.___________________________Unknown CONTRACT NO.___________________________________Unknown DATE________________________________######## Sub Consultant's Participation Amount $_______________________Unknown Fringe Benefit % Overhead % General Administration % Combined %

82.09% + 84.23% + 0.00% = 166.32%

82.09% + 84.23% + 0.00% = 166.32%
Fringe Benefit % Overhead % General Administration % Combined %

82.09% + 39.50% + 0.00% = 121.58%

82.09% + 39.50% + 0.00% = 121.58%
= 15.00%

1.00 1.00
From To Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight 1.5 OT 2.0 OT Straight OT (1.5x) OT (2x) Phil Donovan
Project Manager HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 249.61 $ 290.36 $ 331.11 $ 81.50 $ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 257.11 $ 299.09 $ 341.06 $ 3.00% 83.95 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 264.83 $ 308.06 $ 351.30 $ 3.00% 86.47$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 272.76 $ 317.29 $ 361.82 $ 3.00% 89.06$ (Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00
Alvaro Ulloa
Assistant Project
Manager
HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 235.21 $ 273.61 $ 312.01 $ 76.80 $ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 242.26 $ 281.81 $ 321.36 $ 3.00% 79.10 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 249.52 $ 290.25 $ 330.99 $ 3.00% 81.47$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 256.99 $ 298.94 $ 340.90 $ 3.00% 83.91$ (Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00
Joe Dib
Project Engineer HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 112.40$ 130.75$ 149.10$ 36.70$ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 115.77 $ 134.67 $ 153.57 $ 3.00% 37.80 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 119.23 $ 138.69 $ 158.16 $ 3.00% 38.93$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 122.81 $ 142.86 $ 162.91 $ 3.00% 40.10$ (Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00
Jose Juarez-Garcia
Technician HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 89.43 $ 104.03 $ 118.63 $ 29.20 $ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 92.13 $ 107.17 $ 122.21 $ 3.00% 30.08 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 94.88 $ 110.37 $ 125.86 $ 3.00% 30.98$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 97.73 $ 113.68 $ 129.64 $ 3.00% 31.91$ (non-Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00
Donovan Morse
Technician HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 85.75 $ 99.75 $ 113.75 $ 28.00 $ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 88.33 $ 102.75 $ 117.17 $ 3.00% 28.84 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 90.99 $ 105.85 $ 120.70 $ 3.00% 29.71$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 93.72 $ 109.02 $ 124.32 $ 3.00% 30.60$ (non-Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00
Charles Nations
Technician HOME 04/01/2022 03/31/2023 $0.00 $0.00 $0.00 96.47 $ 112.22 $ 127.97 $ 31.50 $ 04/01/2023 03/31/2024 $0.00 $0.00 $0.00 N/A N/A N/A N/A N/A N/A N/A N/A N/A 99.38 $ 115.61 $ 131.83 $ 3.00% 32.45 $ 04/01/2024 03/31/2025 $0.00 $0.00 $0.00 102.35 $ 119.06 $ 135.77 $ 3.00% 33.42$ Non-Prevailing Wage Work 04/01/2025 03/31/2026 $0.00 $0.00 $0.00 105.42 $ 122.63 $ 139.84 $ 3.00% 34.42$ (non-Exempt) 04/01/2026 03/31/2027 $0.00 $0.00 $0.00

1. Prevailing Wages specified are based on current DIR determination. Any future DIR escalation of prevailing wage rates will be reflected in the loaded rates

2. "NC" denotes No Charge for work more than 8 hours per day and for weekends and holidays for this contract only.

Applied Research Associates

For Managers: On weekdays up to a maximum of 8 hours will be charged for work time, travel time or any combination of travel and work time. Billing Rate = Loaded Rate Formula "C" above.

For Exempt staff: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed as follow:

Billing rate for travel time = Loaded Rate Formula "C" above.

All travel time, outside of the regular work day, will be billed without the application of overhead rate as follow: Billing Rate = (Actual Hourly Rate) (1+ Fee) + (Delta Base + Delta Fringe)

5. Travel Time Charges:

N/A
Applicable
DELTA Base =
DIR Rate - Employee Base
RateBase Salary Fringe
Benefits
Total Base Salary + Fringe Benefits Base Salary Estimate Fringe
Applicable DELTA FRINGE =

DELTA TOTAL - DELTA
BASE
(Employee - DIR)
Loaded Hourly Billing Rates
N/A
N/A
N/A
N/A
N/A
Fee
Applicable Multiplier Delta Base (Field) =
Applicable Multiplier Fringe (Field) =
Hourly Range for
Class
%
Escalation
Increase
Actual
Hourly Rate
and/or
Average
Hourly Rate
Exempt Employee Loaded Billing Rates OVERTIME
Name/Classification
Home
Office
Personnel
Field Office
Personnel
Effective Date of
Hourly Rate
Prevailing Wage Rate established by State DIR
(only applicable for prevailing wage work)
Employee Actual Rate
(fringe benefits vary year over year)
Total = Base + Fringe
C) Straight Time or 1.5X or 2.0X Overtime = Actual Hourly Rate * (1 + Field O.H.) * (1 + Fee) + Delta Base * (Applicable Multiplier Delta Base) + Delta Fringe * (Applicable Multiplier Delta Fringe) The PW differentials Delta Base and Delta Fringe shown in the formulas above for Loaded Billing Rates are applicable only when performing services covered under DIR determinations.

For Non-Exempt Employees: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed at full normal overhead rate (i.e. without the application of the 1.5X or 2.0X multiplier for overtime as follow:

Non Exempt Employee Loaded Billing Rates OVERTIME
Cost Proposal for Contracts with Previaling Wages
ACTUAL COST PLUS FIXED FEE; SPECIFIC RATES OF COMPENSATION AND COST PER UNIT OF WORK CONTRACTS Loaded Rate Calculation Home Office Personnel:

NSURANCE REQUIREMENTS
C

ONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND TWINING, INC. FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05
Insurance
C
onsultant shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Consultant, its agents, representatives, or employees.

M
inimum Scope and Limit of Insurance
C
overage shall be at least as broad as:

1. C
ommercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations, property damage, bodily injury and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this project/location (IS O CG 25 03 or 25 04) or the general aggregate limit shall be twice the required occurrence limit.

2. A
utomobile Liability: Insurance Services Office Form Number CA 0001 covering, Code 1 (any auto), or if Consultant has no owned autos, Code 8 (hired) and 9 (non-owned), with limit no less than $1,000,000 per accident for bodily injury and property damage.

3. W
orkers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employer’s Liability Insurance with limit of no less than $1,000,000 per accident for bodily injury or disease. Consultant hereby certifies that it is aware of the provisions of Section 3700 et seq., of the Labor Code which require every employer to be insured against liability for Workers' Compensation.

4. P
rofessional Liability (Errors and Omissions) Insurance appropriate to the Consultant’s profession, with limits no less than $2,000,000 per occurrence or claim, and $2,000,000 policy aggregate.

I
f the Consultant maintains broader coverage and/or higher limits than the minimums shown above, the City requires and shall be entitled to the broader coverage and/or the higher limits maintained by the consultant. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City. 166
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Other Insurance Provisions - The insurance policies are to contain, or be endorsed to contain, the following provisions:

A
dditional Insured Status
The City, its Boards, Officers, Agents, Officials, employees, and volunteer s are to be covered as additional insureds on the CGL policy with respect to liability arising out of work or operations performed by or on behalf of the Consultant including materials, parts, or equipment furnished in connection with such work or operatio ns. General liability coverage can be provided in the form of an endorsement to the Consultant’s insurance (at least as broad as ISO Form CG 20 10 11 85 or both CG 20 10, CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 forms if later revisions used).

P
rimary Coverage
For any claims related to this project/contract, the Consultant’s insurance coverage shall be primary insurance coverage at least as broad as ISO CG 20 01 04 13 as respects the City, its Boards, Officers, Agents, Officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its Boards, Officers, Agents, Officials, employees, and volunteers shall be excess of the Consultant’s insurance and shall not contribute with it.

No
tice of Cancellation
Each insurance policy required above shall state that coverage shall not be canceled, except with notice to the City.

W
aiver of Subrogation
Consultant hereby grants to City a waiver of any right to subrogation which any insurer of said Consultant may acquire against City by virtue of the payment of any loss under such insurance. Consultant agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation but this provision applies regardless of whether or not the City has received a waiver of subrogatio n endorsement from the insurer. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of the City for all work performed by the Consultant, its employees, agents and subcontractors.

S
elf-Insured Retentions
Self-insured retentions must be declared to and approved by the City. The City may require the Consultant to provide proof of ability to pay losses and related investigations, claim administration, and defense expenses within the retention. The policy language shall provide, or be endorsed to provide, that the self -insured retention may be satisfied by either the named insured or City.

A
cceptability of Insurers
Insurance is to be placed with insurers authorized to conduct business in the state with a current A.M. Best’s rating of no less than A:VII, unless otherwise acceptable to the City.

Cla
ims Made Policies
If any of the required policies provide coverage on a claims-made basis:

1. T
he Retroactive Date must be shown, and this date must be before the execution date of the contract or the beginning of contract work. 167
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2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

3. If coverage is canceled or non- renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective, or start of work date, the Consultant must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.

4. A copy of the claims reporting requirements must be submitted to the City for review.

Verification of Coverage
Consultant shall furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to City before work begins. However, failure to obtain the required documents prior to the work beginning shall not waive the Consultant’s obligation to provide them. The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

Subcontractors
Consultant shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Consultant shall ensure that the City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a form at least as broad as CG 20 38 04 13.

Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

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EXHIBIT “D”

FEDERAL REQUIREMENTS

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND TWINING, INC. FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05

ARTICLE IV PERFORMANCE PERIOD

A. This AGREEMENT shall go into effect on May 9, 2022, contingent upon approval by LOCAL AGENCY, and CONSULTANT shall commence work after notification to proceed by LOCAL AGENCY’S Contract Administrator. The AGREEMENT shall end on May 9, 2023, unless extended by AGREEMENT amendment.

B. CONSULTANT is advised that any recommendation for AGREEMENT award is not binding on LOCAL AGENCY until the AGREEMENT is fully executed and approved by LOCAL AGENCY.

C. The period of performance for each specifi c project shall be in accordance with the Task Order for that project. If work on a Task Order is in progress on the expiration date of this AGREEMENT, the terms of the AGREEMENT shall be extended by AGREEMENT amendment prior to the expiration of the contract to cover the time needed to complete the task order in progress only. The maximum term shall not exceed five (5) years.

ARTICLE V ALLOWABLE COSTS AND PAYMENTS

A. CONSULTANT will be reimbursed for hours worked at the hourly rates specified in the CONSULTANT’s approved Cost Proposal. The specified hourly rates shall include direct salary costs, employee benefits, prevailing wages, employer payments, overhead, and fee. These rates are not adjustable for the performance period set forth in this AGREEMENT. CONSULTANT will be reimbursed within thirty (30) days upon receipt by LOCAL AGENCY’S Contract Administrator of itemized invoices in duplicate.

B. In addition, CONSULTANT will be reimbursed for incurred (actual) direct costs other than salary costs that are in the approved Cost Proposal and identified in the approved Cost Proposal and in the executed Task Order.

C. Specific projects will be assigned to CONSULTANT through issuance of Task Orders.

D. After a project to be performed under this AGREEMENT is identifie d by LOCAL AGENCY, LOCAL AGENCY will prepare a draft Task Order; less the cost estimate.

A draft Task Order will identify the scope of services, expected results, project deliverables, period of performance, project schedule and will designate a LOCAL 169
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AGENCY Project Coordinator. The draft Task Order will be delivered to CONSULTANT for review. CONSULTANT shall return the draft Task Order within ten (10) calendar days along with a Cost Estimate, including a written estimate of the number of hours and hourly rates per staff person, any anticipated reimbursable expenses, overhead, fee if any, and total dollar amount. After agreement has been reached on the negotiable items and total cost; the finalized Task Order shall be signed by both LOCAL AGENCY and CONSULTANT.

E. Task Orders may be negotiated for a lump sum (Firm Fixed Price) or for specific rates of compensation, both of which must be based on the labor and other rates set forth in CONSULTANT’s approved Cost Proposal.

CONSULTANT shall be responsible for any future adjustments to prevailing wage rates including, but not limited to, base hourly rates and employer payments as determined by the Department of Industrial Relations. CONSULTANT is responsible for paying the appropriate rate, including escalations that take place during the term of the AGREEMENT.

F. Reimbursement for transportation and subsistence costs shall not exceed the rates as specified in the approved Cost Proposal. CONSULTANT will be responsible for transportation and subsistence costs in excess of State rates.

G. When milestone cost estimates are included in the approved Cost Proposal, CONSULTANT shall obtain prior written approval in the form of an AGREEMENT amendment for a revised milestone cost estimate from the Contract Administrator before exceeding such estimate.

H. Progress payments for each Task Order will be made monthly in arrears based on services provided and actual costs incurred.

I. CONSULTANT shall not commence performance of work or services until this AGREEMENT has been approved by LOCAL AGENCY and notification to proceed has been issued by LOCAL AGENCY’S Contract Administrator. No payment will be made prior to approval or for any work performed prior to approval of this AGREEMENT.

J. A Task Order is of no force or effect until returned to LOCAL AGENCY and signed by an authorized representative of LOCAL AGENCY. No expenditures are authorized on a project and work shall not commence until a Task Order for that project has been executed by LOCAL AGENCY.

K. CONSULTANT will be reimbursed within thirty (30) days upon receipt by LOCAL AGENCY’S Contract Administrator of itemized invoices in duplicate. Separate invoices itemizing all costs are required for all work performed under each Task Order.

Invoices shall be submitted no later than thirty (30) calendar days after the performance of work for which CONSULTANT is billing, or upon completion of the 170
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Task Order. Invoices shall detail the work performed on each milestone, on each project as applicable. Invoices shall follow the format stipulated for the approved Cost Proposal and shall reference this AGREEMENT number, project title and Task Order number. Credits due LOCAL AGENCY that include any equipment purchased under the provisions of Article XI Equipment Purchase, must be reimbursed by CONSULTANT prior to the expiration or termination of this AGREEMENT. Invoices shall be mailed to LOCAL AGENCY’s Contract Administrator at the following address:

Cit
y of Simi Valley, Public Works Department
Attn.: Fuad Shamout, Senior Engineer
2929 Tapo Canyon Road
Simi Valley, CA 93063
L. T
he period of performance for Task Orders shall be in accordance with dates specified in the Task Order. No Task Order will be written which extends beyond the expiration date of this AGREEMENT.

M. T
he total amount payable by LOCAL AGENCY for an individual Task Order shall not exceed the amount agreed to in the Task Order, unless authorized by amendment.

N. I
f CONSULTANT fails to satisfactorily complete a deliverable according to the schedule set forth in a Task Order, no payment will be made until the deliverable has been satisfactorily completed.

Task Orders may n ot be used to a mend the language (or the terms) of th is AGREEMENT nor to exceed the scope of work under this AGREEMENT.

P. T
he total amount payable by LOCAL AGENCY for all Task Orders resulting from this AGREEMENT shall not exceed $145,000. It is understood and agreed that there is no guarantee, either expressed or implied that this dollar amount will be authorized under this AGREEMENT through Task Orders.

ARTICLE VI TERMINATION
A. T
his AGREEMENT may be terminated by LOCAL AGENCY, provided that LOCAL AGENCY gives not less than thirty (30) calendar days’ written notice (delivered by certified mail, return receipt requested) of intent to terminate. Upon termination, LOCAL AGENCY shall be entitled to all work, including but not limited to, reports, investigations, appraisals, inventories, studies, analyses, drawings and data estimates performed to that date, whether completed or not.

B. LO
CAL AGENCY may temporarily suspend this AGREEMENT, at no additional cost to LOCAL AGENCY, provided that CONSULTANT is given written notice (delivered by certified mail, return receipt requested) of temporary suspension. If LOCAL AGENCY gives such notice of temporary suspension, CONSULTANT shall 171
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immediately suspend its activities under this AGREEMENT. A temporary suspension may be issued concurrent with the notice of termination.

C. Notwithstanding any provisions of this AGREEMENT, CONSULTANT shall not be relieved of liability to LOCAL AGENCY for damages sustained by City by virtue of any breach of this AGREEMENT by CONSULTANT, and City may withhold any payments due to CONSULTANT until such time as the exact amount of damages, if any, due City from CONSULTANT is determined.

D. In the event of termination, CONSULTANT shall be compensated as provided for in this AGREEMENT. Upon termination, LOCAL AGENCY shall be entitled to all work, including but not limited to, reports, investigations, appraisals, inventories, studies, analyses, drawings and data estimates performed to that date, whether completed or not.

ARTICLE VII COST PRINCIPLES AND ADMINISTRATIVE REQUIREMENTS

A. The CONSULTANT agrees that 48 CFR Part 31, Contract Cost Principles and Procedures, shall be used to determine the allowability of individual terms of cost.

B. The CONSULTANT also agrees to comply with Federal procedures in accordance with 2 CFR Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards.

C. Any costs for which payment has been made to the CONSULTANT that are determined by subsequent audit to be unallowable under 48 CFR Part 31 or 2 CFR Part 200 are subject to repayment by the CONSULTANT to LOCAL AGENCY.

D. When a CONSULTANT or Subconsultant is a Non-Profit Organization or an Institution of Higher Education, the Cost Principles for Title 2 CFR Part 200, Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards shall apply.

ARTICLE VIII RETENTION OF RECORD/AUDITS

For the purpose of determining compliance with Gov. Code § 8546.7, the CONSULTANT, Subconsultants, and LOCAL AGENCY shall maintain all books, documents, papers, accounting records, Independent CPA Audited Indirect Cost Rate workpapers, and other evidence pertaining to the performance of the AGREEMENT including, but not limited to, the costs of administering the AGREEMENT. All parties, including the CONSULTANT’s Independent CPA, shall make such workpapers and materials available at their respective offices at all reasonable times during the AGREEMENT period and for three (3) years from the date of final payment under the AGREEMENT. LOCAL AGENCY, Caltrans Auditor, FHWA, or any duly authorized representative of the Federal government having jurisdiction under Federal laws or regulations (including the basis of Federal funding in whole or in part) shall have access to any books, records, and documents of the 172
C2210.CON.Twining, Federal
CONSULTANT, Subconsultants, and the CONSULTANT’s Independent CPA, that are pertinent to the AGREEMENT for audits, examinations, workpaper review, excerpts, and transactions, and copies thereof shall be furnished if requested without limitation.

ARTICLE IX AUDIT REVIEW PROCEDURES

A. Any dispute concerning a question of fact arising under an interim or post audit of this AGREEMENT that is not disposed of by AGREEMENT, shall be reviewed by LOCAL AGENCY’S Chief Financial Officer.

B. Not later than thirty (30) calendar days after issuance of the final audit report, CONSULTANT may request a review b y LOCAL AGENCY’S Chief Financial Officer of unresolved audit issues. The request for review will be submitted in writing.

C. Neither the pendency of a dispute nor its consideration by LOCAL AGENCY will excuse CONSULTANT from full and timely performance, in accordance with the terms of this AGREEMENT.

D. CONSULTANT and subconsultant AGREEMENTs, including cost proposals and Indirect Cost Rates (ICR), may be subject to audits or reviews such as, but not limited to, an AGREEMENT audit, an incurred cost audit, an I CR Audit, or a CPA ICR audit work paper review. If selected for audit or review, the AGREEMENT, cost proposal and ICR and related work papers, if applicable, will be reviewed to verify compliance with 48 CFR Part 31 and other related laws and regulations. In the instances of a CPA ICR audit work paper review it is CONSULTANT’s responsibility to ensure federal, LOCAL AGENCY, or local government officials are allowed full access to the CPA’s work papers including making copies as necessary. The AGREEMENT, cost proposal, and ICR shall be adjusted by CONSULTANT and approved by LOCAL AGENCY Contract Administrator to conform to the audit or review recommendations.

CONSULTANT agrees that individual terms of costs identified in the audit report shall be incorporated into the AGREEMENT by this reference if directed by LOCAL AGENCY at its sole discretion. Refusal by CONSULTANT to incorporate audit or review recommendations, or to ensure that the federal, LOCAL AGENCY or local governments have access to CPA work papers, will be considered a breach of AGREEMENT terms and cause for termination of the AGREEMENT and disallowance of prior reimbursed costs.

E. CONSULTANT’s Cost Proposal may be subject to a CPA ICR Audit Work Paper Review and/or audit by the Independent Office o f Audits and Investigations (IOAI).

IOAI, at its sole discretion, may review and/or audit and approve the CPA ICR documentation. The Cost Proposal shall be adjusted by the CONSULTANT and approved by the LOCAL AGENCY Contract Administrator to conform to the Work Paper Review recommendations included in the management letter or audit recommendations included in the audit report. Refusal by the CONSULTANT to incorporate the Work Paper Review recommendations included in the management letter or audit recommendations included in the audit report will be considered a 173
C2210.CON.Twining, Federal
breach of the AGREEMENT terms and cause for termination of the AGREEMENT and disallowance of prior reimbursed costs.

1. During IOAI’s review of the ICR audit work papers created by the CONSULTANT’s independent CPA, IOAI will work with the CPA and/or CONSULTANT toward a resolution of issues that arise during the review.

Each party agrees to use its best efforts to resolve any audit disputes in a timely manner. If IOAI identifies significant issues during the review and is unable to issue a cognizant approval letter, LOCAL AGENCY will reimburse the CONSULTANT at an accepted ICR until a FAR (Federal Acquisition Regulation) compliant ICR {e.g. 48 CFR Part 31; GAGAS (Generally Accepted Auditing Standards); CAS (Cost Accounting Standards), if applicable; in accordance with procedures and guidelines of the American Association of State Highways and Transportation Officials (AASHTO) Audit Guide; and other applicable procedures and guidelines}is received and approved by IOAI.

Accepted rates will be as follows:

a. If the proposed rate is less than one hundred fifty percent (150%) - the accepted rate reimbursed will be ninety percent (90%) of the proposed rate.

b. If the proposed rate is between one hundred fifty percent (150%) and two hundred percent (200%) - the accepted rate will be eighty -five percent (85%) of the proposed rate.

c. If the proposed rate is greater than two hundred percent (200%) - the accepted rate will be seventy-five percent (75%) of the proposed rate.

2. If IOAI is unable to issue a cognizant letter per paragraph E.1. above, IOAI may require CONSULTANT to submit a revised independent CPA -audited ICR and audit report within three (3) months of the effective date of the management letter. IOAI will then have up to six (6) months to review the CONSULTANT’s and/or the independent CPA’s revisions.

3. If the CONSULTANT fails to comply with the provisions of this paragraph E, or if IOAI is still unable to issue a cognizant approval letter after the revised independent CPA audited ICR is submitted, overhead cost reimbursement will be limited to the accepted ICR that was established upon initial rejection of the ICR and set forth in paragraph E.1. above for all rendered services.

In this event, this accepted ICR will become the actual and final ICR for reimbursement purposes under this AGREEMENT.

4. CONSULTANT may submit to LOCAL AGENCY final invoice only when all of the following items have occurred: (1) IOAI accepts or adjusts the original 174
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or revised independent CPA audited ICR; (2) all work under this AGREEMENT has been completed to the satisfaction of LOCAL AGENCY; and, (3) IOAI has issued its final ICR review letter. The CONSULTANT MUST SUBMIT ITS FINAL INVOICE TO LOCAL AGENCY no later than sixty (60) calendar days after occurrence of the last of these items. The accepted ICR will apply to this AGREEMENT and all other agreements executed between LOCAL AGENCY and the CONSULTANT, either as a prime or subconsultant, with the same fiscal period ICR.

ARTICLE X SUBCONTRACTING
A. N
othing contained in this AGREEMENT or otherwise, shall create any contractual relation between the LOCAL AGENCY and any Subconsultants, and no subagreement shall relieve the CONSULTANT of its responsibilities and obligations hereunder. The CONSULTANT agrees to be as fully responsible to the LOCAL AGENCY for the acts and omissions of its Subconsultants and of persons either directly or indirectly employed by any of them as it is for the acts and omissions of persons directly employed by the CONSULTANT. The CONSULTANT's obligation to pay its Subconsultants is an independent obligation from the LOCAL AGENCY's obligation to make payments to the CONSULTANT.

B. T
he CONSULTANT shall perform the work contemplated with resources available within its own organization and no portion of the work shall be subcontracted without written authorization by the LOCAL AGENCY Contract Administrator, except that which is expressly identified in the CONSULTANT’s approved Cost Proposal.

C. A
ny subagreement entered into as a result of this AGREEMENT, shall contain all the provisions stipulated in this entire AGREEMENT to be applicable to Subconsultants unless otherwise noted.

D. C
ONSULTANT shall pay its Subconsultants within Fifteen (15) calendar days from receipt of each payment made to the CONSULTANT by the LOCAL AGENCY.

E. A
ny substitution of Subconsultants must be approved in writing by the LOCAL AGENCY Contract Administrator in advance of assigning work to a substitute Subconsultant.

F. P
rompt Progress Payment
C
ONSULTANT or subconsultant shall pay to any subconsultant, not later than fifteen (15) days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed CONSULTANT on account of the work performed by the subconsultants, to the extent of each subconsultant’s interest therein. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from CONSULTANT or subconsultant to a subconsultant, CONSULTANT or subconsultant may withhold no more than 150 175
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percent of the disputed amount. Any violation of this requirement shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subconsultant, of 2 percent of the amount due per month for every month that payment is not made.

In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney’s fees and costs. The sanctions authorized under this requirement shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal. This clause applies to both DBE and non- DBE subconsultants.

G. Prompt Payment of Withheld Funds to Subconsultants

The LOCAL AGENCY may hold retainage from CONSULTANT and shall make prompt and regular incremental acceptances of portions, as determined by the LOCAL AGENCY, of the contract work, and pay retainage to CONSULTANT based on these acceptances.

No retainage will be held by the LOCAL AGENCY from progress payments due to CONSULTANT. CONSULTANTS and subconsultants are prohibited from holding retainage from subconsultants . Any delay or postponement of payment may take place only for good cause and with the LOCAL AGENCY’s prior written approval. Any violation of these provisions shall subject the violating CONSULTANT or subconsultant to the penalties, sanctions, and other remedies specified in Section 3321 of the California Civil Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies, otherwise available to CONSULTANT or subconsultant in the event of a dispute involving late payment or nonpayment by CONSULTANT, deficient subconsultant performance and/or noncompliance by a subconsultant. This clause applies to both DBE and non- DBE subconsultants.

Any violation of these provisions shall subject the violating CONSULTANT or subconsultant to the penalties, sanctions and other remedies specified therein. These requirements shall not be construed to limit or impair any contractual, administrative, or judicial remedies otherwise available to CONSULTANT or subconsultant in the event of a dispute involving late payment or nonpayment by CONSULTANT, deficient subcontract performance, or noncompliance by a subconsultant.

ARTICLE XI EQUIPMENT PURCHASE AND OTHER CAPITAL EXPENDITURES

A. Prior authorization in writing by LOCAL AGENC Y’s Contract Administrator shall be required before CONSULTANT enters into any unbudgeted purchase order , or subcontract exceeding five thousand dollars ($5,000) for supplies, equipment, or CONSULTANT services. CONSULTANT shall provide an evaluation of the necessity or desirability of incurring such costs.
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B. For purchase of any item, service, or consulting work not covered in CONSULTANT’s approved Cost Proposal and exceeding five thousand dollars ($5,000), with prior authorization by LOCAL AGENCY’s Contract Administrator, three competitive quotations must be submitted with the request, or the absence of proposal must be adequately justified.

C. Any equipment purchased with funds provided under the terms of this AGREEMENT is subject to the following:

1. CONSULTANT shall maintain an inventory of all nonexpendable property.

Nonexpendable property is defined as having a useful life of at least two years and an acquisition cost of five thousand dollars ($5,000) or more. If the purchased equipment needs replacement and is sold or traded in, LOCAL AGENCY shall receive a proper refund or credit at the conclusion of the AGREEMENT, or if the AGREEMENT is terminated, CONSULTANT may either keep the equipment and credit LOCAL AGENCY in an amount equal to its fair market value, or sell such equipment at the best price obtainable at a public or private sale, in accordance with established LOCAL AGENCY procedures; and credit LOCAL AGENCY in an amount equal to the sales price. If CONSULTANT elects to keep the equipment, fair market value shall be determined at CONSULTANT’s expense, on the basis of a competent independent appraisal of such equipment. Appraisals shall be obtained from an appraiser mutually agreeable to by LOCAL AGENCY and CONSULTANT, if it is determined to sell the equipment, the terms and conditions of such sale must be approved in advance by LOCAL AGENCY.

2. Regulation 2 CFR Part 200 requires a credit to Federal funds when participating equipment with a fair market value greater than five thousand dollars ($5,000) is credited to the project.

ARTICLE XII STATE PREVAILING WAGE RATES

A. No CONSULTANT or Subconsultant may be awarded an AGREEMENT containing public work elements unless registered with the Department of Industrial Relations (DIR) pursuant to Labor Code §1725.5. Registration with DIR must be maintained throughout the entire term of this AGREEMENT, including any subsequent amendments.

B. The CONSULTANT shall comply with all of the applicable provisions of the California Labor Code requiring the payment of prevailing wages. The General Prevailing Wage Rate Determinations applicable to work under this AGREEMENT are available and on file with the Department of Transportation's Regional/District Labor Compliance Officer ( https://dot.ca.gov/programs/construction/labor-compliance ). These wage
rates are made a specific part of this AGREEMENT by reference pursuant to Labor Code §1773.2 and will be applicable to work performed at a construction project site.

Prevailing wages will be applicable to all inspection work performed at LOCAL 177
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AGENCY construction sites, at LOCAL AGENCY facilities and at off-site locations that are set up by the construction contractor or one of its subcontractors solely and specifically to serve LOCAL AGENCY projects. Prevailing wage requirements do not apply to inspection work performed at the facilities of vendors and commercial materials suppliers that provide goods and services to the general public.

C. General Prevailing Wage Rate Determinations applicable to this project may also be obtained from the Department of Industrial Relations website at http://www.dir.ca.gov .

D. Payroll Records

1. Each CONSULTANT and Subconsultant shall ke ep accurate certified payroll records and supporting documents as mandated by Labor Code §1776 and as defined in 8 CCR §16000 showing the name, address, social security number, work classification, straight time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by the CONSULTANT or Subconsultant in connection with the public work. Each payroll record shall contain or be verified by a written declaration that it is made under penalty of perjury, stating both of the following:

a. The information contained in the payroll record is true and correct.

b. The employer has complied with the requirements of Labor Code §1771, §1811, and §1815 for any work performed by his or her employees on the public works project.

2. The payroll records enumerated under paragraph (1) above shall be certified as correct by the CONSULTANT under penalty of perjury. The payroll records and all supporting documents shall be made available for inspection and copying by LOCAL AGENCY representatives at all reasonable hours at the principal office of the CONSULTANT. The CONSULTANT shall provide copies of certified payrolls or permit inspection of its records as follows:

a. A certified copy of an employee's payroll record shall be made available for inspection or furnished to the employee or the employee's authorized representative on request.

b. A certified copy of all payroll records enumerated in paragraph (1) above, shall be made available for inspection or furnished upon request to a representative of LOCAL AGENCY , the Division of Labor Standards Enforcement and the Division of Apprenticeship Standards of the Department of Industrial Relations. Certified payrolls submitted to LOCAL AGENCY, the Division of Labor Standards Enforcement and the 178
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Division of Apprenticeship Standards shall not be altered or obliterated by the CONSULTANT.

c. The public shall not be given access to certified payroll records by the CONSULTANT. The CONSULTANT is required to forward any requests for certified payrolls to the LOCAL AGENCY Contract Administrator by both email and regular mail on the business day following receipt of the request.

3. Each CONSULTANT shall submit a certified copy of the records enumerated in paragraph (1) above, to the entity that requested the records within ten (10) calendar days after receipt of a written request.

4. Any copy of records made available for inspection as copies and furnished upon request to the public or any public agency by LOCAL AGENCY shall be marked or obliterated in such a manner as to prevent disclosure of each individual's name, address, and social security number. The name and address of the CONSULTANT or Subconsultant performing the work shall not be marked or obliterated.

5. The CONSULTANT shall inform LOCAL AGENCY of the location of the records enumerated under paragraph (1) above, including the street address, city and county, and shall, within five (5) working days, provide a notice of a change of location and address.

6. The CONSULTANT or Subconsultant shall have ten (10) calendar days in which to comply subsequent to receipt of written notice requesting the records enumerated in paragraph (1) above. In the event the CONSULTANT or Subconsultant fails to comply within the ten (10) day period, he or she shall, as a penalty to LOCAL AGENCY, forfeit one hundred dollars ($100) for each calendar day, or portion thereof, for each worker, until strict compliance is effectuated. Such penalties shall be withheld by LOCAL AGENCY from payments then due. CONSULTANT is not subject to a penalty assessment pursuant to this section due to the failure of a Subconsultant to comply with this section.

E. When prevailing wage rates apply, the CONSULTANT is responsible for verifying compliance with certified payroll requirements. Invoice payment will not be made until the invoice is approved by the LOCAL AGENCY Contract Administrator.

F. Penalty

1. The CONSULTANT and any of its Subconsultants shall comply with Labor Code §1774 and §1775. Pursuant to Labor Code §1775, the CONSULTANT and any Subconsultant shall forfeit to the LOCAL AGENCY a penalty of not more than two hundred dollars ($200) for each calendar day, or portion 179
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thereof, for each worker paid less than the prevailing rates as determined by the Director of DIR for the work or craft in which the worker is employed for any public work done under the AGREEMENT by the CONSULTANT or by its Subconsultant in violation of the requirements of the Labor Code and in particular, Labor Code §§1770 to 1780, inclusive.

2. The amount of this forfeiture shall be determined by the Labor Commissioner and shall be based on consideration of mistake, inadvertence, or neglect of the CONSULTANT or Subconsultant in failing to pay the correct rate of prevailing wages, or the previous record of the CONSULTANT or Subconsultant in meeting their respective prevailing wage obligations, or the willful failure by the CONSULTANT or Subconsultant to pay the correct rates of prevailing wages. A mistake, inadvertence, or neglect in failing to pay the correct rates of prevailing wages is not excusable if the CONSULTANT or Subconsultant had knowledge of the obligations under the Labor Code. The CONSULTANT is responsible for paying the appropriate rate, including any escalations that take place during the term of the AGREEMENT.

3. In addition to the penalty and pursuant to Labor Code §1775, the difference between the prevailing wage rates and the amount paid to each worker for each calendar day or portion thereof for which each worker was paid less than the prevailing wage rate shall be paid to each worker by the CONSULTANT or Subconsultant.

4. If a worker employed by a Subconsultant on a public works project is not paid the general prevailing per diem wages by the Subconsultant, the prime CONSULTANT of the project is not liable for the penalties described above unless the prime CONSULTANT had knowledge of that fail ure of the Subconsultant to pay the specified prevailing rate of wages to those workers or unless the prime CONSULTANT fails to comply with all of the following requirements:

a. The AGREEMENT executed between the CONSULTANT and the Subconsultant for the performance of work on public works projects shall include a copy of the requirements in Labor Code §§ 1771, 1775, 1776, 1777.5, 1813, and 1815.

b. The CONSULTANT shall monitor the payment of the specified general prevailing rate of per diem wages by the Subconsultant to the employees by periodic review of the certified payroll records of the Subconsultant.

c. Upon becoming aware of the Subconsultant’s failure to pay the specified prevailing rate of wages to the Subconsultant’s workers, the CONSULTANT shall diligently take corrective action to halt or rectify the 180
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failure, including but not limited to, retaining sufficient funds due the Subconsultant for work performed on the public works project.

d. Prior to making final payment to the Subconsultant for work performed on the public works project, the CONSULTANT shall obtain an affidavit signed under penalty of perjury from the Subconsultant that the Subconsultant had paid the specified general prevailing rate of per diem wages to the Subconsultant’s employees on the public works project and any amounts due pursuant to Labor Code §1813.

1. Pursuant to Labor Code §1775, LOCAL AGENCY shall notify the CONSULTANT on a public works project within fifteen (15) calendar days of receipt of a complaint that a Subconsultant has failed to pay workers the general prevailing rate of per diem wages.

2. If LOCAL AGENCY determines that employees of a Subconsultant were not paid the general prevailing rate of per diem wages and if LOCAL AGENCY did not retain sufficient money under the AGREEMENT to pay those employees the balance of wages owed under the general prevailing rate of per diem wages, the CONSULTANT shall withhold an amount of moneys due the Subconsultant sufficient to pay those employees the general prevailing rate of per diem wages if requested by LOCAL AGENCY.

G. Hours of Labor

1. Eight (8) hours labor constitutes a legal day's work. The CONSULTANT shall forfeit, as a penalty to the LOCAL AGENCY, twenty -five dollars ($25) for each worker employed in the execution of the AGREEMENT by the CONSULTANT or any of its Subconsultants for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one calendar week in violation of the provisions of the Labor Code, and in particular §§1810 to 1815 thereof, inclusive, except that work performed by employees in excess of eight (8) hours per day, and forty (40) hours during any one week, shall be permitted upon compensation for all hours worked in excess of eight (8) hours per day and forty (40) hours in any week, at not less than one and one-half (1.5) times the basic rate of pay, as provided in §1815.

H. Employment of Apprentices

1. Where either the prime AGREEMENT or the subagreement exceeds thirty thousand dollars ($30,000), the CONSULTANT and any subcons ultants under him or her shall comply with all applicable requirements of Labor Code §§ 1777.5, 1777.6 and 1777.7 in the employment of apprentices.

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2. CONSULTANTs and subconsultants are required to comply with all Labor Code requirements regarding the employment of apprentices, including mandatory ratios of journey level to apprentice workers. Prior to commencement of work, CONSULTANT and subconsultants are advised to contact the DIR Division of Apprenticeship Standards website at https://www.dir.ca.gov/das/, for additional information regarding the employment of apprentices and for the specific journey-to- apprentice ratios for the AGREEMENT work. The CONSULTANT is responsible for all subconsultants’ compliance with these requirements. Penalties are specified in Labor Code §1777.7.

ARTICLE XIII CONFLICT OF INTEREST

A. During the term of this AGREEMENT, the CONSULTANT shall disclose any financial, business, or other relationship with LOCAL AGENCY that may have an impact upon the outcome of this AGREEMENT or any ensuing LOCAL AGENCY construction project. The CONSULTANT sh all also list current clients who may have a financial interest in the outcome of this AGREEMENT or any ensuing LOCAL AGENCY construction project which will follow.

B. CONSULTANT certifies that it has disclosed to LOCAL AGENCY any actual, apparent, or potential conflicts of interest that may exist relative to the services to be provided pursuant to this AGREEMENT. CONSULTANT agrees to advise LOCAL AGENCY of any actual, apparent or potential conflicts of interest that may develop subsequent to the date of ex ecution of this AGREEMENT. CONSULTANT further agrees to complete any statements of economic interest if required by either LOCAL AGENCY ordinance or State law.

C. The CONSULTANT hereby certifies that it does not now have nor shall it acquire any financial or business interest that would conflict with the performance of services under this AGREEMENT.

D. The CONSULTANT hereby certifies that the CONSULTANT or subconsultant and any firm affiliated with the CONSULTANT or subconsultant that bids on any construction contract or on any Agreement to provide construction inspection for any construction project resulting from this AGREEMENT, has established necessary controls to ensure a conflict of interest does not exist. An affiliated firm is one, which is subject to the control of the same persons, through joint ownership or otherwise.

ARTICLE XIV REBATES, KICKBACKS OR OTHER UNLAWFUL CONSIDERATION

The CONSULTANT warrants that this AGREEMENT was not obtained or secured through rebates, kickbacks or other unlawful consideration either promised or paid to any LOCAL AGENCY employee. For breach or violation of this warranty, LOCAL AGENCY shall have the right, in its discretion, to terminate this AGREEMENT without liability, to pay only for the value of the work actually performed, or to deduct from this AGREEMENT 182
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price or otherwise recover the full amount of such rebate, kickback or other unlawful consideration.

ARTICLE XV PROHIBITION OF EXPENDING LOCAL AGENCY, STATE, OR

FEDERAL FUNDS FOR LOBBYING

A. The CONSULTANT certifies, to the best of his or her knowledge and belief, that:

1. No State, Federal, or LOCAL AGENCY appropriated funds have been paid or will be paid, by or on behalf of the CONSULTANT, to any person for influencing or attempting to influence an officer or employee of any local, State, or Federal agency, a Member of the State Legislature or United States Congress, an officer or employee of the Legislature or Congress, or any employee of a Member of the Legislature or Congress in connection with the awarding or making of this AGREEMENT, or with the extension, continuation, renewal, amendment, or modification of this AGREEMENT.

2. If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a member of Congress in connection with this AGREEMENT, the CONSULTANT shall complete and submit Standard Form-LLL, “Disclosure Form to Report Lobbying,” in accordance with its instructions.

B. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31 U.S.C. §1352.

Any person who fails to file the required certification shall be subject to a civil penalty of not less than ten thousand dollars ($10,000) and not more than one hundred thousand dollars ($100,000) for each such failure.

C. The CONSULTANT also agrees by signing this document that he or she shall require that the language of this certification be included in all lower tier subagreements, which exceed one hundred thousand dollars ($100,000), and that all such subrecipients shall certify and disclose accordingly.

ARTICLE XVI NON-DISCRIMINATION CLAUSE AND STATEMENT OF

COMPLIANCE

A. The CONSULTANT’s signature affixed herein and dated shall constitute a certification under penalty of perjury under the laws of the State of California that the CONSULTANT has, unless exempt, complied with the nondiscrimination program requirements of Gov. Code §12990 and 2 CCR § 8103.

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B. During the performance of this AGREEMENT, CONSULTANT and its subconsultants shall not deny the AGREEMENT’s benefits to any person on the basis of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status, nor shall they unlawfully discriminate, harass, or allow harassment against any employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical disability, mental disability, medical condition, genetic information, marital status, sex, gender, gender identity, gender expression, age, sexual orientation, or military and veteran status. CONSULTANT and subconsultants shall insure that the evaluation and treatment of their employees and applicants for employment are free from such discrimination and harassment.

C. CONSULTANT and subconsultants shall comply with the provisions of the Fair Employment and Housing Act (Gov. Code §12990 et seq.), the applicable regulations promulgated there under (2 CCR §11000 et seq.), the provisions of Gov. Code §§11135-11139.5, and the regulations or standards adopted by LOCAL AGENCY to implement such article. The applicable regulations of the Fair Employment and Housing Commission implementing Gov. Code §12990 (a-f), set forth 2 CCR §§8100- 8504, are incorporated into this AGREEMENT by reference and made a part hereof as if set forth in full.

D. CONSULTANT shall permit access by representatives of the Department of Fair Employment and Housing and the LOCAL AGENCY upon reasonable notice at any time during the normal business hours, but in no case less than twenty-four (24) hours’ notice, to such of its books, records, accounts, and all other sources of information and its facilities as said Department or LOCAL AGENCY shall require to ascertain compliance with this clause.

E. CONSULTANT and its subconsultant s shall give written notice of their obligations under this clause to labor organizations with which they have a collective bargaining or other Agreement.

F. CONSULTANT shall include the nondiscrimination and compliance provisions of this clause in all subcontracts to perform work under this AGREEMENT.

G. The CONSULTANT, with regard to the work performed under this AGREEMENT, shall act in accordance with Title VI of the Civil Rights Act of 1964 (42 U.S.C. §2000d et seq.). Title VI provides that the recipients of federal assistance will implement and maintain a policy of nondiscrimination in which no person in the United States shall, on the basis of race, color, national origin, religion, sex, age, disability, be excluded from participation in, denied the benefits of or subject to discrimination under any program or activity by the recipients of federal assistance or their assignees and successors in interest.

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H. The CONSULTANT shall comply with regulations relative to non- discrimination in federally-assisted programs of the U.S. Department of Transportation (49 CFR Part 21 - Effectuation of Title VI of the Civil Rights Act of 1964). Specificall y, the CONSULTANT shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR §21.5, including employment practices and the selection and retention of Subconsultants.

I. CONSULTANT, subrecipient or subconsultant will never exclude any person from participation in, deny any person the benefits of, or otherwise discriminate against anyone in connection with the award and performance of any contract covered by 49 CFR 26 on the basis of race, color, sex, or national origin. In administering the LOCAL AGENCY components of the DBE Program Plan, CONSULTANT, subrecipient or subconsultant will not, directly, or through contractual or other arrangements, use criteria or methods of administration that have the effect of defeating or substantially impairing accomplishment of the objectives of the DBE Program Plan with respect to individuals of a particular race, color, sex, or national origin.

ARTICLE XVII DEBARMENT AND SUSPENSION CERTIFICATION

A. The CONSULTANT’s signature aff ixed herein shall constitute a certification under penalty of perjury under the laws of the State of California, that the CONSULTANT or any person associated therewith in the capacity of owner, partner, director, officer or manager:

1. Is not currently under suspension, debarment, voluntary exclusion, or determination of ineligibility by any federal agency;

2. Has not been suspended, debarred, voluntarily excluded, or determined ineligible by any federal agency within the past three (3) years;

3. Does not have a proposed debarment pending; and

4. Has not been indicted, convicted, or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past three (3) years.

B. Any exceptions to this certification must be disclosed to LOCAL AGENCY. Exceptions will not necessarily result in denial of recommendation for award, but will be considered in determining responsibility. Disclosures must indicate the party to whom the exceptions apply, the initiating agency, and the dates of agency action.

C. Exceptions to the Federal Government Excluded Parties List System maintained by the U.S. General Services Administration are to be determined by FHWA.

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ARTICLE XVIII DISADVANTAGED BUSINESS ENTERPRISES (DBE)

PARTICIPATION

A. CONSULTANT, subrecipient (LOCAL AGENCY), or subconsultant shall take necessary and reasonable steps to ensure that DBEs have opportunities to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49 CFR 26.5, The LOCAL AGENCY shows a contract goal for DBEs. CONSULTANT shall make work available to DBEs and select work parts consistent with available DBE subconsultants and suppliers.

CONSULTANT shall meet the DBE goal shown elsewhere in these special provisions or demonstrate that they made adequate good faith efforts to meet this goal. It is CONSULTANT’s responsibility to verify that the DBE firm is certified as DBE at date of proposal opening and document the record by printing out the California Uni fied Certification Program (CUCP) data for each DBE firm. A list of DBEs certified by the CUCP can be found at https://dot.ca.gov/programs/civil-rights/dbe-search.

All DBE participation will count toward the California Department of Transportation’s federally mandated statewide overall DBE goal. Credit for materials or supplies CONSULTANT purchases from DBEs counts towards the goal in the following manner:

1. 100 percent counts if the materials or supplies are obtained from a DBE manufacturer.

2. 60 percent c ounts if the materials or supplies are purchased from a DBE regular dealer.

3. Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49CFR26.55 defines "manufacturer" and "regular dealer."

This AGREEMENT is subject to 49 CFR Part 26 entitled “Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs”. CONSULTANTs who enter into a federally-funded agreement will assist the LOCAL AGENCY in a good faith effort to achieve California's statewide overall DBE goal.

B. The goal for DBE participation for this AGREEMENT is 12%. Participation by DBE CONSULTANT or subconsultants shall be in accordance with information contained in Exhibit 10- O2: Consultant Contract DBE Commitment
attached hereto and
incorporated as part of the AGREEMENT. If a DBE subconsultant is unable to perform, CONSULTANT must make a good faith effort to replace him/her with another DBE subconsultant, if the goal is not otherwise met.

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C. CONSULTANT can meet the DBE participation goal by either documenting commitments to DBEs to meet the AGREEMENT goal, or by documenting adequate good faith efforts to meet the AGREEMENT goal. An adequate good faith effort means that the CONSULTANT must show that it took all necessary and reasonable steps to achieve a DBE goal that, by their scope, intensity, and appropriateness to the objective, could reasonably be expected to meet the DBE goal. If CONSULTANT has not met the DBE goal, complete and submit Exhibit 15- H: DBE Information – Good Faith Efforts to document efforts to meet the goal. Refer to 49 CFR Part 26 for guidance regarding evaluation of good faith efforts to meet the DBE goal.

D. Contract Assurance

Under 49 CFR 26.13(b):

CONSULTANT, subrecipient or subconsultant shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. CONSULTANT shall carry out applicable requirements of 49 CFR 26 in the award and administration of federal-aid contracts.

Failure by the CONSULTANT to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate, which may include, but is not limited to:

a. Withholding monthly progress payments;

b. Assessing sanctions;

c. Liquidated damages; and/or

d. Disqualifying CONSULTANT from future proposing as non-responsible

E. Termination and Substitution of DBE Subconsultants

CONSULTANT shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless CONSULTANT or DBE subconsultant obtains the LOCAL AGENCY’s written consent. CONSULTANT shall not terminate or substitute a listed DBE for convenience and perform the work with their own forces or obtain materials from other sources without authorization from the LOCAL AGENCY.

Unless the LOCAL AGENCY’s consent is provided, the CONSULTANT shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE on the Exhibit 10-02 Consultant Contract DBE Commitment form, included in the Bid.

The LOCAL AGENCY authorizes a request to use other forces or sources of materials if CONSULTANT shows any of the following justifications:

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1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.

2. The LOCAL AGENCY stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet the LOCAL AGENCY’s bond requirements.

3. Work requires a consultant's license and listed DBE does not have a valid license under Contractors License Law.

4. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination).

5. Listed DBE's work is unsatisfactory and not in compliance with the contract.

6. Listed DBE is ineligible to work on the project because of suspension or debarment.

7. Listed DBE becomes bankrupt or insolvent.

8. Listed DBE voluntarily withdraws with written notice from the Contract.

9. Listed DBE is ineligible to receive credit for the type of work required.

10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.

11. The LOCAL AGENCY determines other documented good cause.

CONSULTANT shall notify the original DBE of the intent to use other forces or material sources and provide the reasons and provide the DBE with 5 days to respond to the notice and advise CONSULTANT and the LOCAL AGENCY of the reasons why the use of other forces or sources of materials should not occur.

CONSULTANT’s request to use other forces or material sources must include:

1. One or more of the reasons listed in the preceding paragraph.

2. Notices from CONSULTANT to the DBE regarding the request.

3. Notices from the DBEs to CONSULTANT regarding the request.

If a listed DBE is terminated or substituted, CONSULTANT must make good faith efforts to find another DBE to substitute for the original DBE. The substitute DBE must 188
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perform at least the same amount of work as the original DBE under the contract to the extent needed to meet or exceed the DBE goal.

F. Co
mmitment and Utilization
T
he LOCAL AGENCY’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization.

T
he LOCAL AGENCY shall request CONSULTANT to:

1. N
otify the LOCAL AGENCY’s contract administrator or designated representative of any changes to its anticipated DBE participation.

2. P
rovide this notification before starting the affected work.

3. M
aintain records including:
a. N
ame and business address of each 1st-tier subconsultant. b. N
ame and business address of each DBE subconsultant, DBE vendor, and DBE trucking company, regardless of tier.
c. D
ate of payment and total amount paid to each business (see Exhibit 9- F Monthly Disadvantaged Business Enterprise Payment)
I
f CONSULTANT is a DBE CONSULTANT, they shall include the date of work performed by their own forces and the corresponding value of the work.

I
f a DBE is decertified before completing its work, the DBE must notify CONSULTANT in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify CONSULTANT in writing of the certification date. CONSULTANT shall submit the notifications to the LOCAL AGENCY. On work completion, CONSULTANT shall complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17- O, form and submit the form to the LOCAL AGENCY within 30 days of contract acceptance.

U
pon work completion, CONSULTANT shall complete Exhibit 17- F Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First -Tier Subcontractors and submit it to the LOCAL AGENCY within 90 days of contract acceptance. The LOCAL AGENCY will withhold $10,000 until the form is submitted. The LOCAL AGENCY will release the withhold upon submission of the completed form.

I
n the LOCAL AGENCY’s reports of DBE participation to Caltrans, the LOCAL AGENCY must display both commitments and attainments.
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G. A DBE is only eligible to be counted toward the AGREEMENT goal if it performs a commercially useful function (CUF) on the AGREEMENT. CUF must be evaluated on an agreement by agreement basis. A DBE performs a Commercially Useful Function (CUF) when it is responsible for execution of the work of the AGREEMENT and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. To perform a CUF, the DBE must also be responsible, with respect to materials and supplies used on the AGREEMENT, for negotiating price, determining quality and quantity, ordering the material and installing (where applicable), and paying for the material itself. To determine whether a DBE is performing a CUF, evaluate the amount of work subcontracted, industry practices, whether the amount the firm is to be paid under the AGREEMENT is commensurate with the work it is actually performing, and other relevant factors.

H. A DBE does not perform a CUF if its role is limited to that of an extra participant in a transaction, AGREEMENT, or project through which funds are passed in order to obtain the appearance of DBE participation. In determining whether a DBE is such an extra participant, examine similar transactions, particularly those in which DBEs do not participate.

I. If a DBE does not perform or exercise responsibility for at least thirty percent (30%) of the total cost of its AGREEMENT with its own work force, or the DB E subcontracts a greater portion of the work of the AGREEMENT than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that it is not performing a CUF.

J. CONSULTANT shall maintain records of materials purchased or supplied from all subcontracts entered into with certified DBEs. The records shall show the name and business address of each DBE or vendor and the total dollar amount actually paid each DBE or vendor, regardless of tier. The records shall show the date of payment and the total dollar figure paid to all firms. DBE CONSULTANT’s shall also show the date of work performed by their own forces along with the corresponding dollar value of the work.

K. If a DBE subconsultant is decertified during the life of the AGREEMENT, the decertified subconsultant shall notify CONSULTANT in writing with the date of decertification. If a subconsultant becomes a certified DBE during the life of the AGREEMENT, the subconsultant shall notify CONSULTANT in writing with the date of certification. Any changes should be reported to LOCAL AGENCY’s Contract Administrator within thirty (30) calendar days.

L. After submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of the following month, the prime contractor/consultant shall complete and email the Exhibit 9- F: Disadvantaged Business Enterprise Running Tally of Payments to [email protected]
with a copy to the Agency.

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M. Any subcontract entered into as a result of this AGREEMENT shall contain all of the provisions of this section.

191

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY OF SIMI VALLEY AND TWINING , INC. FOR ON -CALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05

RECITALS

WHEREAS, on March 21, 2022 , CITY requested proposals for the Pavement Engineering, Material Testing and Inspection Services, RFQ NO. PW 22-05 and

WHEREAS, pursuant to such request, CONSULTANT submitted a proposal, which was accepted by CITY for the services.

NOW, THEREFORE, in consideration of their mutual promises, obligations and covenants hereinafter contained, the parties hereto agree as follows:

AGREEMENT

1. Recitals. The foregoing recitals are true and correct and are a part of this CONTRACT.

2. Term. The term of this CONTRACT shall be from the date this CONTRACT is made and entered, as first written above through a one year term. This CONTRACT may be extended for two additional one- year term s, upon mutual wr itten consent of the CITY and CONSULTANT. Pricing shall remain firm during the entire term of the contract. In the event a price increase is negotiated at the time of an extension period, the increase rate shall not exceed the Consumer Price Index (CPI) rate for Los Angeles - Riverside-Orange County area for the previous 12- month period (March to March). It is understood that the CONSULTANT’S work under the Work Orders issued may not be completed within the term of this CONTRACT; however, all terms and con ditions of the CONTRACT including all rights and obligations, shall survive until the work is completed, except the CITY’S right to issue, and the CONSULTANT’S right to accept, additional Purchase Orders. Either party may terminate this CONTRACT at any time prior to the expiration date by giving thirty (30) days advance written notice thereof to the other party.

3. Description of Services
. The services to be performed by
CONSULTANT are as follows:

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RFQ NO. PW 22-05

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4. Compensation and Payment.

A. The total compensation payable to CONSULTANT by CITY for services under this CONTRACT shall not exceed the sum of $300,000 (the “Not-To- Exceed Amount”), and shall be earned as the work progresses. Payment will be made based on the rates contained in the “Schedule of Fees” as set forth in Exhibit “B” attached hereto and incorporated herein. CONSULTANT acknowledges that CONSULTANT is not guaranteed to receive the Not -To-Exceed Amount or any particular or minimum amount of compensation or work under this CONTRACT.

C. Payments to the CONSULTANT shall be made within 30 days after receipt of an original invoice from the CONSULTANT and acceptance of the services by CITY.

5. CONSULTANT’s Representations and Obligations
.

A. CONSULTANT shall perform as required by this CONTRACT.

B. CONSULTANT shall obey all Federal, State, local, and special district laws, ordinances, and regulations.

C. CONSULTANT agrees to abide by CITY’s Business Tax
Ordinance, of which proof of payment must be obtained prior to performance of this CONTRACT.

D. CONSULTANT acknowledges CITY may contract with other parties for the performance of services or supplemental services as they relate to the work during the term of this CONTRACT.

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6. Audit.

A. At any time during normal business hours and as often as the CITY may deem necessary, CONSULTANT shall make available to CITY for inspection its records pertaining to this CONTRACT. CONSULTANT shall permit CITY to audit, examine and/or reproduce such records. CONSULTANT will retain such financial records, time sheets, work progress reports, invoices, bills and project records for at least two (2) years after termination or final payment under this CONTRACT. This paragraph shall survive for two (2) years after termination of this CONTRACT.

B. CITY shall have the option of inspecting and/or auditing all records and other written materials used by CONSULTANT in preparing its statements to CITY as a condition precedent to any payment to CONSULTANT.

7. Hold Harmless and Indemnification
. To the fullest extent
permitted by law (including, without limitation, California Civil Code Sections 2782 and 2782.8), CONSULTANT shall defend, and provide legal defense with attorney(s) acceptable to CITY, indemnify, and hold harmless the CITY, its agents, officials, officers, representatives, and employees, (collectively “Indemnitees”) from and against all claims, lawsuits, liabilities or damages (including, without limitation, injury to or death of an employee of CONSULTANT or its sub- consultant), expense and liability of every kind, nature and description (including, without limitation incidental and consequential damages, court costs, attorney’s fees, litigation expenses and fees of expert consultants or expert witnesses incurred in connection therewith and costs of litigation) that arise out of, pertain to, or relate to the negligence, recklessness, or willful misconduct of CONSULTANT, any sub- consultant, anyone directly or indirectly employed by them, or anyone that they control.

To the extent there is an obligation to indemnify under this Section of this CONTRACT; CONSULTANT shall be responsible for incidental and consequential damages resulting from CONSULTANT’S negligence, recklessness, or willful misconduct. The provisions of this Section survive completion of the services or the termination of this CONTRACT.

8. Amendments
. Any amendment, modification, or variation from the
provisions of this CONTRACT shall be in writing and shall be effective only upon mutual written approval by the CITY and CONSULTANT.

9. Anti-Discrimination. In the performance of the terms of this CONTRACT, CONSULTANT shall not engage in, nor permit subcontractors to engage in, discrimination in employment of persons because of the age, race, color, religious creed, sex, sexual orientation, national origin, ancestry, physical disability, mental disability, medical condition, or marital status of such persons. Violation of this provision may result in the imposition of penalties referred to in Labor Code Section 1735.

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C2210.CON.Twining, Inc.Non-Federal

10. Personal Services . This Agreement is for professional services, which are personal to CITY. Jeff Tawakoli is deemed to be specially experienced and is a key member of CONSULTANT’S firm, and shall be directly involved in performing, supervising, or assisting in the performance of this work. This key person shall communicate with, and periodically report to, CITY on the progress of the work. Should any such individual be removed from assisting in this contracted work for any reason, CITY may terminate this CONTRACT.

11. Termination. If, during the term of this CONTRACT, CITY determines that CONSULTANT is not faithfully abiding by any term or condition contained herein, CITY may notify CONSULTANT in writing of such defect or failure to perform. The notice must give to the CONSULTANT a ten (10) day period of time thereafter in which to perform the work or cure the deficiency. If CONSULTANT has not performed the work or cured the deficiency within the ten (10) days specified in the notice, such failure shall constitute a breach of this CONTRACT, and CITY may terminate this CONTR ACT immediately by written notice to CONSULTANT. In addition, CITY, if it terminates this CONTRACT for cause, may withhold as an offset from payments due CONSULTANT damages occasioned by such breach, including liquidated damages, if so provided herein. The CITY shall be liable to the CONSULTANT only for those fees accrued by the CONSULTANT to the date CONSULTANT receives the notice of termination. In no event, however, shall CONSULTANT be entitled to receive in excess of the CONTRACT amount.

12. Delivery of Reports in Cases of Termination
. If this CONTRACT
is terminated pursuant to any of the provisions contained hereinabove, and if requested to do so in writing by the CITY, the CONSULTANT shall, within fourteen (14) calendar days after receipt of such written request, deliver and turn over to the CITY all of its preparation and work on the project which were done to the date of the receipt of the notice of termination. The terms "preparation" and "work" as used in this paragraph, shall refer to and include all data and materials of whatever type that have been gathered by the CONSULTANT, and contemplated to be used or actually used, in the provision of the services as specified in this CONTRACT.

13. Complete CONTRACT . This CONTRACT and its accompanying exhibits shall constitute the complete CONTRACT between the parties hereto. No verbal agreement, understanding, or representation not reduced to writing and specifically incorporated herein shall be of any force or effect, nor shall any such verbal agreement, understanding, or representation be binding upon the parties hereto.

14. Independent Contractor. It is expressly understood between the parties to this CONTRACT that no employee/employer relationship is intended.

CONSULTANT is not an agent or employee of the CITY and it is not entitled to participate in any pension plan, insurance or other benefits CITY provides for its employees.

CONSULTANT is an independent contractor in performing the Services required under this CONTRACT and will have control of all work and the manner in which it is performed.

Any provision of this CONTRACT that may appear to give CITY the right to direct CONSULTANT as to the details of doing the work required herein or to exercise a measure of control over the work means that the CONSULTANT will follow the direction of the CITY as to the results of the work only.
195
RFQ NO. PW 22-05

C2210.CON.Twining, Inc.Non-Federal

15. Time of Performance. Time is of the essence in this CONTRACT.

16. Insurance. CONSULTANT shall, at CONSULTANT’S sole cost and expense, provide insurance as contained in Exhibit “C”, incorporated herein.

CONSULTANT shall not commence work on the Services to be performed, until it submits proof of all insurance coverage as required.

17. Ownership of Reports and Data. The originals of all studies, reports, exhibits, documents, data and other work or materials prepared for, or used to comply with any term of this CONTRACT, plus any copies of same required by this CONTRACT to be furnished to the CITY by any of the other party(ies) with whom the CONSULTANT may have contract(s) pertaining to this project, shall be deemed to be public records open to inspection by the public and, as such, to be and remain the property of the CITY.

18. Conflict of Interest . Neither CONSULTANT nor any employees, agents, or subcontractors of CONSULTANT who will be assigned to this project, to the best of CONSULTANT'S knowledge, own any property or interest in properties, business relationships, or sources of income which may be affected by the performance of this CONTRACT. Should one party hereto learn of any such interest, income source, or business relationship, such fact shall immediately be brought to the attention of the other party hereto. If the parties thereupon cannot mutually agree upon a means to eliminate the conflict, CITY may terminate the CONTRACT immediately for non- performance pursuant to Section 11 herein.

In accordance with California Government Code Section 87306, CONSULTANT shall provide, if requested by CITY, a Conflict of Interest Statement, Form 700 no later than 30 days after execution of this CONTRACT, and annually thereafter prior to April 1st of each year for the duration of the CONTRACT. Failure to file any of the required statements will result in withholding payment for services rendered.

19. Successors and Assigns
. The terms hereof shall be binding upon
and inure to the benefit of the successors and assigns of the parties hereto; provided, however, that no party hereto shall assign any of the benefits and burdens hereunder, whether voluntarily or by operation of law, without the prior written consent of the other party, and any such assignment without said consent shall be void.

20. Authority to Execute CONTRACT. Both CITY and CONSULTANT do covenant that each individual executing this CONTRACT on behalf of each party is a person duly authorized and empowered to execute contracts for such party.

21. Jurisdiction and Venue . Jurisdiction is in an appropriate court in the State of California and venue lies in Ventura County, and the parties do not consent to arbitration. In the event of any dispute, each party shall bear its own fees and costs (including attorneys’ fees). This CONTRACT shall be governed by California law, without regard to conflict of law principles.
196
RFQ NO. PW 22-05

C2210.CON.Twining, Inc.Non-Federal

22. 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 CITY. In the event CITY has not appropriated sufficient funds for payment of CONSULTANT services beyond the current fiscal year, this CONTRACT shall cover only those costs incurred up to the conclusion of the current fiscal year.

23. Taxpayer Identification Number . CONSULTANT shall provide CITY with a complete Request for Taxpayer Identification Number and Certification, form W-9 (latest revision), as issued by the Internal Revenue Service.

24. Permits and Licenses . CONSULTANT, at its sole c ost and expense, shall obtain and maintain during the term of this CONTRACT, all appropriate permits, licenses, and certificates that may be required in connection with the performance of this CONTRACT.

25. Waivers. The waiver by one party of any term or condition of this CONTRACT, or any breach thereof, shall not be construed to be a general waiver by the party or as a waiver of any other term or breach.

26. Statement of Experience . CONSULTANT warrants that it will perform its Services with at least the due care, diligence and expertise generally accepted in its industry. CONSULTANT also understands and agrees that it is being employed to perform the Services provided for by this CONTRACT because of CONSULTANT’S professed expertise and experience in performing such Services. In addition, CONSULTANT understands and agrees that while CITY or CITY’S officers, employees, agents or volunteers may elect to do so, they have no duty to review, inspect, monitor, or supervise the work performed by CONSULTANT pursuant to this CONTRACT. As a consequence, CONSULTANT waives any right of contribution against CITY or any of CITY’S officers, employees, agents, or volunteers arising out of such failure to inspect, review, monitor, or supervise the work performed by CONSULTANT pursuant to this CONTRACT.

27. Notices. All written notices required by, or related to this CONTRACT shall be sent by Certified Mail, Return Receipt Requested, postage prepaid and addressed as listed below. Neither party to this CONTRACT shall refuse to accept such mail; the parties to this CONTRACT shall promptly inform the other party of any change of address. All notices required by this CONTRACT are effective on the day of receipt, unless otherwise indicated herein. The mailing address of each party to this CONTRACT is as follows:

CITY Department of Public Works
City of Simi Valley
2929 Tapo Canyon Road
Simi Valley, CA 93063
Staff Contact: Fuad Shamout
Senior Engineer/Capital Projects
(805) 583-6788
197
RFQ NO. PW 22-05

C2210.CON.Twining, Inc.Non-Federal
CONSULTANT Twining, Inc.
1879 Portola Road, Suite G
Ventura, CA 93003
Staff Contact: Jeff Tawakoli
(805) 644-5100

IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed the day and year first above written.

Attest: City of Simi Valley, A Municipal Corporation

By:

Lucy Blanco, City Clerk Keith L. Mashburn, Mayor of the City of Simi Valley, California

Approved as to Form: TWINING, INC.

By:

David L. Caceres, City Attorney
Print Name:

Approved as to Content: Title:

By:

Brian Paul Gabler, City Manager
Print Name:

Title:

Carolyn Johnson
Acting Administrative Services Director

Ronald K. Fuchiwaki
Public Works Director

198
EXHIBIT “A”
SCOPE

OF WORK

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY
OF SIMI VALLEY AND TWINING, INC. FOR ON-C ALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05
The s
elected firm(s) shall provide Pavement Engineering, Material Testing and Inspection Services in connection with design and construction of various public works projects within the City. These Pavement Engineering, Material Testing and Inspection Services will be assigned on an as -needed basis through the issuance of task orders depending upon the Department's project workload. Award of this annual contract does not necessarily guarantee the assignment of specific projects to the Consultant. The work, in general, may include but not be limited to the following:
• Surf
ace and subsurface soils investigation, testing (relative compaction, R-value, sieve analysis, shear, etc.), evaluation and geotechnical inspection. • Mater
ial testing and inspection of conventional and rubberized asphalt concrete pavement both at the asphalt plant and at the job site, aggregate stock pile at the source; rock and sand base, paving asphalt, liquid asphalt, emulsion, etc.

Subgrade test for any unusual characteristics which may cause early failure to the pavement section.
• Str
eet structural section evaluations including pavement deflection testing, analysis and recommendation.
• Other
geotechnical/soils engineering and material testing as may be needed. • Laborat
ory services, data collection, asphalt concrete batch plant inspection, preparation and submission of engineering reports consisting of test results, with interpretation, analysis, and recommendations.
• Publi
c Works Inspection Services
199
EXHIBIT “B”
SCHE

DULE OF FEES

CONTRACT FOR PROFESSIONAL SERVICES BETWEEN THE
CITY
OF SIMI VALLEY AND TWINING, INC. FOR ON-C ALL

PAVEMENT ENGINEERING, MATERIAL TESTING AND
INSPECTION SERVICES, RFQ NO. PW 22-05
200
Twining, Inc. | City of Simi Valley 1
Local Assistance Procedures Manual Exhibit 10-H
Cost Proposal
04/11/2022 12/31/2022
01/01/2023 12/31/2023
01/01/2024 12/31/2024
Note: Mark-ups are Not Allowed 01/01/2025 12/31/2025
Consultant or Subconsultant: Date: 01/01/2026 12/31/2026 + + =
268.14$
276.18$
284.47$
284.47$
293.00$
Jeff Tawakoli, PE 167.40$
Project Manager 172.42$
177.59$
177.59$
182.92$
Paul Soltis, PE, GE 237.52$
Geotechnical Engineering Manager 244.65$
251.99$
251.99$
259.55$
Amir Ghavibazoo 178.58$
Pavement Engineer 183.93$
189.45$
189.45$
195.14$
Liangcai He 210.33$
Chief Geotechnical Engineer 216.64$
223.14$
223.14$
229.83$
Glenn Taylor 90.48$

93.19$

95.99$

NOTES:
• Denote all employees subject to prevailing wage with an asterisks (*) • For "Other Direct Cost" listing, see page 2 of this Exhibit

Page 1 ends

3.0%(exempt)
FEE % =

CALCULATION INFORMATION
% or $
increase
Hourly range -
for classifications only
268.14$ Linas Vitkus
284.47$ 284.47$ 01/01/2024 12/31/2024

51.3500% 125.35%
OT (1.5x)
Effective date of hourly rate
From To
Actual or Avg.
hourly rate3

BILLING INFORMATION

3.0%
237.52$ 237.52$ 04/11/2022 12/31/2022 95.82$ Not Applicable 244.65$
200.15$
12/31/2026 78.72$ 3.0%

74.20$ 3.0%
01/01/2026
April 11, 2022

Page 1 of 1 ends

10.0%

3.0%
Combined Indirect Cost Rate (ICR) %

SPECIFIC RATE OF COMPENSATION (USE FOR ON-CALL OR AS-NEEDED CONTRACTS) (CONSTRUCTION ENGINEERING AND INSPECTION CONTRACTS)

3.0%206.15$ 274.87$ 01/01/2024 12/31/2024 Not Applicable
12/31/2026 73.79$
Not Applicable
194.32$

55.44$
284.47$ 01/01/2025 12/31/2025 114.76$ 3.0%

52.26$

53.83$
259.09$ 04/11/2022
TWINING, INC.
201
Twining, Inc. | City of Simi Valley 2
NOTES:

2. The cost proposal format shall not be amended.

4. For named employees and key personnel enter the actual hourly rate. For classifications only, enter the Average Hourly Rate for that classification.

EXHIBIT 10-H2 COST PROPOSAL Page2ot3

Subconsultant 2:

Subconsultant 3:

Subconsultant 4:

Subconsultant 5:

Note: Add additional pages if necessary.

NOTES:

1. List other direct cost items with estimated costs. These costs should be competitive in their respective industries and supported with appropriate documentation.

2. Proposed ODC items should be consistently billed regardless of client and contract type.

3. Items when incurred for the same purpose, in like circumstance, should not be included in any indirect cost pool or in the overhead rate.

4. Items such as special tooling, will be reimbursed at actual cost with supporting documentation (invoice).

5. Items listed above that would be considered "tools of the trade" are not reimbursable as other direct cost

6. Travel related costs should be pre-approved by the contracting agency and shall not exceed current State Department of Personnel Administration rules.

Page 5 of 9 ends

January 2020
54 Mileage Costs
Vehicle
Equipment Rental and Supplies
Permit Fees
Plan Sheets
Test
Twining, Inc.

TBD
$ 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0.00
$ 0.00
04/11/2022PW 22-05
/uni2714
202
Twining, Inc. | City of Simi Valley 3
Pavement Engineering, Material Testing, and Inspection services. 203
Twining, Inc. | City of Simi Valley 11
Local Assistance Procedures Manual E xhibit 10-H4
EXHIBIT 10-H4 COST PROPOSAL FOR CONTRACTS WITH PREVAILING WAGES Please Note: Consultant completes all items in yellow highlight 0 CONSULTANT___Twining, Inc__________________________________ PRIME x SUB CONTRACT TYPE________________________________________________Specific rates of compensation (LIST ONE OF THE ABOVE LISTED CONTRACT TYPES) PROJECT NO.___________________________ CONTRACT NO.___________________________________ DATE________________________________ Prime Consultant's Participation Amount $_______________________ Fringe Benefit % Overhead % General Administration % Combined %

74.00% + 51.35% + 5.00% = 130.35%

74.00% + 51.35% + 5.00% = 130.35%
Fringe Benefit % Overhead % General Administration % Combined %

74.00% + 51.35% + 5.00% = 130.35%

74.00% + 51.35% + 5.00% = 130.35%
= 10.00%

1. P
revailing Wages specified are based on current DIR determination. Any future DIR escalation of prevailing wage rates will be reflected in the loaded rates

2. "
NC" denotes No Charge for work more than 8 hours per day and for weekends and holidays for this contract only.

DELTA TOTAL - DELTA
BASE
(Employee - DIR)
Fee
Loaded Rate Calculation Home Office Personnel:

4. The employees' actual hourly rates shown in this cost proposal are the rates that were effective on xx/xx/xx. Caltrans Contract Manager's pre-approval is required for addition of staff not previously listed on the cost proposal. The billing rates for these employees, including those that fall under general classifications, will be calculated and reimbursed based on their actual hourly rates on xx/xx/xx. Hourly rates for new employees hired after the date of this cost proposal w
ill not exceed (or shall be in line with) the rates of similar personnel listed on this cost proposal having similar experience.

5. Travel Time Charges:

For Managers: O n weekdays up to a maximum of 8 hours will be charged for work time, travel time or any combination of travel and work time. Billing Rate = Loaded Rate Formula "C" above.

For Exempt staff: During regular work day, actual travel time not to exceed 8 hours in any one day or one way travel will be billed as follow:

Billing rate for travel time = Loaded Rate Formula "C" above.

Hour
ly Range for
Class
N/A
N/A
N/A
N/A
N/A
N/A
N/A

Page 1 of 1 ends

January 2018
204
Twining, Inc. | City of Simi Valley 12
Schedule of Fees 2021 - 2022
NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Personnel Rates: Per Hour Unless Otherwise Noted
Concrete Tests (Field Made Specimens),
Equipment Usage (Daily Unless Otherwise Noted) Rate Continued Rate Skidmore 40.00$ Density, Absorption, and Voids in Hardened 520.00$ Torque Wrench, Small 15.00$ Concrete (ASTM C642) Torque Wrench, Large 25.00$ Flexural Toughness (ASTM C1609, Formerly 800.00$ Torque Multiplier 40.00$ ASTM C1018)
Air Meter 20.00$ Flexural Toughness (ASTM C1550) 500.00$ Unit Weight Bucket 30.00$ Double Punch Strength of Fiber Reinforced Concrete 500.00$ Field Concrete Scale 30.00$ Coefficient of Thermal Expansion of Concrete 600.00$ Brass Mold 20.00$ (CRD 39, AASHTO T336)
Nuclear Gauge (Per Hour) 10.00$ Bulk Electrical Resistivity (ASTM C1876) 120.00$ Sand Cone Density Test Equipment 50.00$
Pull Test Equipment 60.00$
Concrete/Asphalt Coring Equipment 600.00$ Concrete Specimen Preparation Rate Pachometer 55.00$ Sawing of Specimens (Each) 40.00$ Floor Flatness (Dipstick) 50.00$ Coring of Specimens in Lab (Each) 40.00$ Schmidt Hammer 30.00$ Grinding of Concrete Below 6000 psi Strength (Each) 60.00$ Vapor Emission Test Kits 30.00$ Grinding of Concrete 6000 psi Strength and Above (Each) 90.00$ Relative Humidity Probe 60.00$
UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Laboratory Trial Batch: Concrete, Cement Fireproofing Adhesion/Cohesion (Per Test) 35.00$ and Mortar Rate A Scan Ultrasonic Equipment and Consumables 75.00$ Compression Test 4"x8" Cylinders Made and Tested in 50.00$ Magnetic Particle Equipment and Consumables 40.00$ Laboratory (ASTM C192, C35) Liquid Penetrant Consumables 35.00$ Compression Test 6"x12" Cylinders Made and Tested in 60.00$ Phased Array Ultrasonic Equipment (Per Hour) 60.00$ Laboratory (ASTM C192, C35) Ground Penetrating Radar 300.00$ 6" x 6" x 18" Flexural Beams Made and Tested in 100.00$ Impact Echo 350.00$ Laboratory (ASTM C192, C78)
Ultrasonic Tomography 450.00$ Splitting Tensile Strength Cylinders Made and Tested 115.00$ Inertial Profiler (Per Hour) Quotation in Laboratory (ASTM C192, C496) Project Dedicated Vehicle 120.00$ Modulus of Elasticity Test Cylinders Made and Tested in 285.00$ Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Laboratory (ASTM C192, C469) Half-cell Potential Equipment Set 350.00$ Density of Structural Lightweight Concrete Made in the 105.00$ Concrete Electrical Resistivity Meter 160.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567) Field Hardness (Steel) 100.00$ Bulk Electrical Resistivity (ASTM C1876) 140.00$ Coating Thickness Gauge 100.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 525.00$ Wood Curing Box (One-Time Fee/Per Box) 600.00$ Concrete Mixture Design for Preconstruction Evaluation and 950.00$ Temperature Control Curing Box (Per Month) 450.00$ Backup Data Development Temperature Matching Curing Box (Per Month) 520.00$ Drying Shrinkage Up to 28 Days: Three 3" x 3" or 500.00$ 4" x 4" Bars, Five Readings up to 28 Dry Days
(ASTM C157)
Specimen Pick-Up Rate Additional Reading, Per Set of Three Bars 45.00$ Standard Sample: Concrete Cylinders (Each) 28.00$ Storage over Ninety (90) Days, Per Set of 30.00$ Standard Sample: Mortar/Grout Cubes and Cores, 28.00$ Three Bars, Per Month Fireproofing, Rebar, and Epoxy Prisms (Each) Setting Time Up to 7 Hours (ASTM C403) 180.00$ Oversize Sample: Masonry Prisms, Shotcrete Panels, 75.00$ Bleeding (ASTM C232) 150.00$ Flexural Beams (Each) Concrete Restrained Expansion (ASTM C878) 600.00$ Technician for Specimen Pick-Up Not Listed Above 105.00$ Mix, Make and Test Mortar or Grout Specimens for 550.00$ (Per Hour, 2-Hour Minimum) Compressive Strength: Set of 6 (ASTM C878) Technician for Specimen Pick-Up Before 5:00 a.m. 140.00$ Non-Shrink Grout: Height Change after Final 550.00$ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Set (ASTM C1090) (Per Hour, 2-Hour Minimum Plus Mileage) Non-Shrink Grout: Height Change at Early 800.00$ Age (ASTM C827)
Cracking Resistance, Set of Three Rings, 5,500.00$
Jobsite Trailer, Mobile or On-site Laboratory Rate Laboratory Trial Batching, Test Until Cracking or Mobile laboratory for rapid strength concrete 550.00$ up to 28 Days (ASTM 1581) (per shift not exceeding 12 hours) Evaluation of Pre-Packaged Masonry Mortars 1,150.00$ All others by quotation (ASTM C270)
Creep (ASTM C512) (One Age of Loading, 12 Months 8,000.00$ Duration of Testing)
Concrete Tests (Field Made Specimens) Rate
6" x 12" Cylinder: Compression Strength 40.00$ Chemical Analysis and Petrographic (ASTM C39) Examination of Concrete Rate
4" x 8" Cylinder: Compression Strength 35.00$ Chemical Analysis for Acid Soluble Chlorides 145.00$ (ASTM C39) (ASTM C1152) (includes sample prep)
Density of Structural Lightweight Concrete 85.00$ Chemical Analysis for Water Soluble Chlorides 170.00$ Equilibrium or Oven Dry Method (ASTM C567) (ASTM C1218) (includes sample prep) Core Compression including Trimming (ASTM C42) 75.00$ Chloride Diffusion Coefficient of Cementitious 2,600.00$ 6" x 6" x 18" Flexural Beams Not Exceeding 100.00$ Mixtures by Bulk Diffusion (ASTM C1556) Referenced Size (ASTM C78, C293 or CTM 523) Petrographic Examination of Hardened Concrete, Level II Splitting Tensile Strength (ASTM C496) 95.00$ (ASTM 856) (Comprehensive) Modulus of Elasticity Test (ASTM C469) 275.00$ Each, One Sample 2,400.00$ Rapid Chloride Permeability Test: Cylinders or 520.00$ Each, Two or More Samples 2,100.00$ Cores (ASTM C1202)
30230
30231
30233
30234
20160
30201
30223
80193
80129
80126
30203
30227
30229
30211
20263
Code
30237
80123
30205
Task
20265
30232
30207
30209
40007
Task
Code
95327
95345
95349
95306
95307
95347
Task
Code
20102
95357
95364
95367
95372
30225
80003
40005
40009
Task
80006
Task
Code
20151
20157
40006
20159
20107
20109
20101
20103/
20104
95360
Task
30217
30219
Code
20202
20203
20201
95351
95300
95303
Task
40012
20209
20205
20207
20211
Task
Code
Code
95322
30216
Code
95323
95341
95342
95339
95370
95371
95373
95362
95368
95369
95315
95321
95324
95318
95309
95312
95336
95330
95343
95333
95348
95319
1 205
Twining, Inc. | City of Simi Valley 13
Physical and Chemical Analysis of Cement Rate Soils and Aggregate Tests, Continued Rate Physical Testing and Chemical Analysis of Portland 1,300.00$ Moisture-Density Relations of Soil-Cement Mixtures 350.00$ Cement per Standard Requirements (ASTM C150) Mixed in the Lab (ASTM D558) Chemical Analysis of Portland Cement per 675.00$ Organic Impurities (ASTM C40, CTM 213) 90.00$ Standard Requirements (ASTM C150) Permeability (ASTM D5084) Quotation Physical Testing of Portland Cement per 675.00$ Potential Reactivity: Chemical Method (ASTM C289 - 625.00$ Standard Requirements (ASTM C150) Discontinued Method)
Potential Reactivity: Mortar Bar Expansion Method, 850.00$ 14-Day Exposure (ASTM C1260)
Physical and Chemical Analysis of Cement, Continued Rate Potential Reactivity: Mortar Bar Expansion Method, 900.00$ Physical Testing of Type K Cement, Mortar 675.00$ 28-Day Exposure (ASTM C1260) Expansion (ASTM C806) Potential Reactivity: Concrete Bar Expansion 2,700.00$ Partial Analysis or Specific Physical Tests Quotation Method (ASTM C1293), 12 month Sulfates Resistance of Hydraulic 2,700.00$ Potential Reactivity: Concrete Bar Expansion 2,900.00$ Cement (ASTM C1012), 6 months Method (ASTM C1293), 24 month Sulfates Resistance of Hydraulic 3,000.00$ Potential Reactivity of Aggregate Combination, non-standard 1,000.00$ Cement (ASTM C1012), 12 months method; 14-Day Exposure, Mortar (after ASTM C1567) Potential Reactivity of Aggregate Combination, non-standard 1,050.00$ method; 28-Day Exposure, Mortar (after ASTM C1567)
Physical and Chemical Analysis of Fly Ash Rate R-Value: Soil (ASTM 2844, CTM 301) 440.00$ Chemical Analysis of Fly Ash per 675.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301) 490.00$ Standard Requirements (ASTM C618) Sand Equivalent (ASTM D2419, CTM 217) 125.00$ Physical Testing of Fly Ash per Standard Requirements 675.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 90.00$ (ASTM C618) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422, 250.00$ Partial Analysis or Specific Physical Tests Quotation D7928, CTM 203) Chemical Analysis and Physical Testing of Fly Ash per 1,300.00$ Sieve with Hydrometer: Sand to Clay (ASTM D422, 240.00$ Standard Requirements (ASTM C1618) D7928, CTM 203)
Sieve Analysis Including Wash (ASTM C136, CTM 202) 150.00$ Physical Testing of Chemical Admixtures for Sieve Analysis Without Wash (ASTM C136, CTM 202) 120.00$ Concrete Rate Sieve Analysis: Split Sieve (ASTM C136, CTM 202) 240.00$ Qualification of Admixture per ASTM C494 Quotation Sieve Analysis Without Wash: With Cobbles 235.00$ (ASTM C136, CTM 202)
Soundness: Sodium or Magnesium Sulfate, 450.00$
Soils and Aggregate Tests Rate 5 Cycles (ASTM C88)
Abrasion: LA Rattler (ASTM C131) 200.00$ Specific Gravity and Absorption: Coarse 100.00$ Abrasion: LA Rattler (ASTM C535) 210.00$ (ASTM C127, CTM 206) Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 160.00$ Specific Gravity and Absorption: Fine 165.00$ California Bearing Ratio Excluding Maximum Density 550.00$ (ASTM C128, CTM 207) (ASTM D1883): Soil Swell/Settlement Potential: One Dimensional 150.00$ California Bearing Ratio Excluding Maximum Density 650.00$ (ASTM D4546) (ASTM D1883): Cement-Treated Soil Triaxial Quotation
Cement-Treated Soil/Base Mix Design: includes three trial 3,500.00$ Unconfined Compression (ASTM D2166, CTM 221) 190.00$ cement contents with three unconfined compressive strength Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 125.00$ specimens per cement content Voids in Aggregate with Known Specific Gravity 125.00$ Chloride and Sulfate Content (CTM 417, CTM 422) 175.00$ (ASTM C29, CTM 212) Clay Lumps and Friable Particles (ASTM C142) 200.00$ Lightweight Particles: Coarse, with Two Solutions (ASTM C123) 410.00$ Cleanness Value: 1" x #4 (CTM 227) 175.00$ Lightweight Particles: Fine, with One Solution (ASTM C123) 205.00$ Cleanness Value: 1.5" x .75" (CTM 227) 275.00$
Collapse Potential/Index (ASTM D5333) 225.00$
Compressive Strength of Molded Soil-Cement 105.00$ Asphalt Concrete Tests Rate Cylinders (ASTM D1633) HMA Mixing and Preparation 125.00$ Consolidation Test: Full Cycle (ASTM 2435, CTM 219) 195.00$ HMA Mixing and Preparation with Aggregate Treatment 175.00$ Consolidation Test: Time Rate per Load Increment 45.00$ Bulk Specific Gravity of Compacted Sample or 55.00$ (ASTM D2435, CTM 219) Core: SSD (ASTM D2726, CTM 308C)
Corrosivity Series: Sulfate, CI, pH, Resistivity 245.00$ Bulk Specific Gravity of Compacted Sample or 80.00$ (CTM 643, 417, and 422) Core: Parafin Coated (ASTM D1188 and CTM 308A) Crushed/Fractured Particles (ASTM D5821, CTM 205) 175.00$ Emulsion Residue, Evaporation (ASTM D244) 160.00$ Direct Shear Test: Remolded and/or Residual 245.00$ Extraction: % Bitumen (ASTM D6307, CTM 382) 160.00$ (ASTM D3080) Extraction: % Bitumen and Gradation 215.00$ Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080) 225.00$ (ASTM D5444, D6307, CTM 202, 382) Direct Shear Test: Undisturbed - Fast [CU] (ASTM D3080) 195.00$ Extraction: % Bitumen, Correction Factor 350.00$ Durability Index: Per Method - A,B,C, or D 210.00$ (ASTM D6307, CTM 382) (ASTM D3744, CTM 229) Chemical Extraction: % Bitumen and Sieve Analysis 245.00$ Expansion Index (ASTM D4829, UBC 18-2) 170.00$ (ASTM D2172 Method A or B, ASTM D5444) Fine Aggregate Angularity 190.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 215.00$ (ASTM C1252, CTM 234, AASHTO T304) (ASTM D1561, D1188, CTM 304, 308) Flat and Elongated Particle (ASTM D4791) 240.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 215.00$ Flat or Elongated Particle (ASTM D4791) 210.00$ (ASTM D1560, D1561, CTM 304, 366) Maximum Density: Methods A/B/C 190.00$ Lab Tested Maximum Density: Marshall, 210.00$ (ASTM D1557, D698, CTM 216) 3 briquettes (ASTM D6926, D2726) Maximum Density: Check Point (ASTM D1557, D698) 65.00$ Lab Tested Maximum Density: Marshall 215.00$ Maximum Density: AASHTO C [Modified] 195.00$ 6'' Specimen, 3 briquettes (ASTM D5581, D2726) (AASHTO T-180) Lab Tested Maximum Density: Superpave Gyratory 80.00$ Maximum Index Density: Vibratory Table (ASTM D4253) 345.00$ Compacted Briquette, SSD, 1 briquette Moisture Content (ASTM D2216, CTM 226) 25.00$ (ASTM D6925, D2726) Moisture and Density: Ring Sample (ASTM D2937) 30.00$ Lab Tested Maximum Density: Superpave Gyratory 90.00$ Moisture and Density: Shelby Tube Sample 40.00$ Compacted Briquette, Parafin, 1 briquette (ASTM D2937) (ASTM D1188, D6925)
Moisture-Density Relations of Soil-Cement 275.00$ Maximum Theoretical Specific Gravity [RICE] 160.00$ Mixtures Premixed in the Field (ASTM D558) (ASTM D2041, CTM 309) Code
70342
Task
Code
80195
75050
75052
70361
70363
70365
80143
80146
80147
70301
70303
80196
70304
70344
70367
70371
70373
70398
Task
70335
30507
30508
70331
70333
75004
70315
Task
Code
70378
70325
70305
70311
70313
Task
Code
75032
75048
75042
75057
75033
75031
30411
30412
75036
75030
75024
75027
75049
75051
75040
70337
70349
30401
70343
80001
70347
70394
70399
80103
70339
30317
30319
70360
70369
70341
70340
70391
70357
80194
80100
70355
70317
70319
70321
30403
30321
70309
70397
30322
70393
70396
30503
30505
Task
Code
70359
70392
70345
70351
70353
80106
75028
Task
Code
80110
80111
Task
Code
80140
70336
2 206
Twining, Inc. | City of Simi Valley 14
Asphalt Concrete Tests, Continued Rate Mortar and Grout Rate Marshall Stability and Flow, Cored Sample, each 80.00$ Compression: 2" x 4" Mortar Cylinders (ASTM C780) 55.00$ (ASTM D6927) Compression: 3" x 3" x 6" Grout Prisms, 40.00$ Marshall Stability and Flow, Premixed, 3 briquettes 230.00$ Includes Trimming (ASTM C1019) (ASTM D6926, D6927) Compression: 2" Cubes (ASTM C109) 55.00$ Marshall Stability and Flow, Gyratory Compacted 230.00$ Compression: Cores Includes Trimming (ASTM C42) 75.00$ Specimen Pre-Mixed, 3 briquettes
(ASTM D5581, D6925)
Marshall Stability and Flow 6'' Specimen, Premixed, 230.00$ Masonry Specimen Preparation Rate
3 briquettes (ASTM D5581) Cutting of Cubes or Prisms 75.00$ Moisture Content (CTM 370) 85.00$
Wet Track Abrasion Test (ASTM D3910) 165.00$
Hveem Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Fireproofing Tests Rate Hveem Mix Design, with RAP (Excluding Aggregate 5,645.00$ Oven Dry Density (ASTM E605) 70.00$ Quality Tests, RAP Qualification)
Hveem Mix Design, with Lime (Excluding Aggregate 6,000.00$ Quality Tests)
Gunite and Shotcrete Tests Rate
Hveem Mix Design Caltrans Untreated Mix 6,200.00$ Core Compression Including Trimming (ASTM C42) 75.00$ (Including Aggregate Quality Tests) Compression: Cubes (Includes Saw Cutting) 95.00$ Hveem Mix Design Caltrans Lime Treated Mix 7,200.00$
(Including Aggregate Quality Tests) Concrete Roof Fill: Gypsum, Vermiculite, Perlite, Marshall Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Lightweight Insulating Concrete, Etc. Rate Marshall Mix Design with RAP (Excluding Aggregate 5,645.00$ Compression Test (ASTM C495 and C472) 65.00$ Quality Tests) Air Dry Density (ASTM C472) 50.00$
Marshall Mix Design with Lime (Excluding Aggregate 6,200.00$ Oven Dry Density (ASTM C495) 75.00$ Quality Tests)
Open Grade Asphalt Concrete Mix Design 3,000.00$
(ASTM D7064, CTM 368)
Reinforcing Steel, ASTM A615, A706 Rate
Superpave Mix Design (Excluding Aggregate Quality Tests) 10,600.00$ Tensile Test: # 11 or Smaller 65.00$ Superpave Mix Design, with RAP 11,200.00$ Bend Test: # 11 or Smaller 60.00$ (Excluding Aggregate Quality Tests) Bend Test #14 or #18 375.00$ Superpave Mix Design, with Rubber 11,200.00$ Tensile Test: # 14 260.00$ (Excluding Aggregate Quality Tests) Tensile Test: # 18 360.00$ Superpave Mix Design, with Additives 11,500.00$
(Excluding Aggregate Quality Tests) Reinforcing Steel - Welded or Coupled Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,000.00$ Specimens Rate (ASTM D4867, AASHTO T283) Tensile Test: Welded/Coupled #11 and Smaller 75.00$ Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,100.00$ Tensile Test: Welded/Coupled #14 270.00$ (AASHTO T324) Tensile Test: Welded/Coupled #18 395.00$
Raveling Test of Cold Mixed Emulsified Asphalt 200.00$ Weld: Macroetch 90.00$ (ASTM D7196) Slippage Test - Caltrans (CTM 670) 200.00$ Marshall Stability, wet set, 3 replicates (AASHTO T245) 350.00$ Tensile Test: Welded Hoops #11 and Smaller 150.00$ Marshall Stability, dry set, 3 replicates (AASHTO T245) 300.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ 3 emulsion content (Caltrans LP-8) Metal and Steel Testing Rate Tensile Strength: Up to 100K Pounds (Each) 70.00$
Tensile Strength: Up to 200K Pounds (Each) 80.00$
Brick Masonry Tests, ASTM C67 Rate Tensile Strength: Up to 300K Pounds (Each) 100.00$ Modulus of Rupture: Flexural 95.00$ Tensile Strength: Up to 400K Pounds (Each) 150.00$ Compression Strength 60.00$ Tensile Strength: 400K to 600K Pounds (Each) 360.00$ Absorption: 5 Hour or 24 Hour 65.00$ Tensile Strength: Stress-Strain Percent Offset 200.00$ Absorption (Boil): 1, 2 or 5 Hours 95.00$ Weld: Macroetch 90.00$ Initial Rate of Absorption 55.00$ Weld: Fracture 45.00$ Efflorescence 75.00$ Bend Test 70.00$
Cores: Compression 70.00$ Flattening Test 70.00$ Shear Test on Brick Cores: 2 Faces 95.00$ Hardness Test (ASTM E18) 80.00$ Bolt: Axial Tensile Test (Up to 7/8" diameter) 55.00$
Bolt: Wedge Tensile Test (Up to 7/8" diameter) 70.00$
Concrete Block, ASTM C140 Rate Bolt: Axial Tensile Test (Greater than 7/8" 75.00$ Compression 90.00$ up to 1" diameter)
Absorption/Moisture Content/Oven Dry Density 90.00$ Bolt: Wedge Tensile Test (Greater than 7/8" 95.00$ Linear Shrinkage (ASTM C426) 250.00$ up to 1" diameter) Web and Face Shell Measurements 50.00$ Bolt: Axial Tensile Test (Greater than 1" diameter) Quotation Tension Test 160.00$ Bolt: Wedge Tensile Test (Greater than 1" diameter) Quotation Core Compression 70.00$ Bolt: Proof Load Test (Up to 7/8") 80.00$ Shear Test of Masonry Cores: 2 Faces 95.00$ Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 100.00$ Efflorescence Tests 75.00$ Bolt: Proof Load Test (Greater than 1") Quotation Nut: Proof Load Test (Up to 7/8") 60.00$
Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 80.00$ Masonry Prisms, ASTM C1314 Rate Nut: Proof Load Test (Greater than 1") Quotation Compression Test: Composite Masonry 190.00$
Prisms Up To 8" x 16"
Compression Test: Composite Masonry 250.00$ Chemical Testing of Metal and Steel Rate Prisms Larger Than 8" x 16" Steel Chemical Analysis 175.00$ Prism Cord Modulus of Elasticity 540.00$ Weight of Galvanized Coating (ASTM A90) 80.00$ Prism Cord Modulus of Elasticity with Transverse 665.00$ Epoxy Coating Thickness 90.00$ Strain (for double-wythe specimen)
20609
Code
20601
20603
20634
20630
Code
80170
20605
20640
20641
20545
20611
20631
20607
20339
Task
20347
Code
20355
20357
Task
80176
20619
80173
20529
20532
Task
20637
20638
20639
20636
20635
20531
20633
Task
20632
20617
Task
75107
20504
20505
Task
Code
20507
Code
20615
20501
20503
20525
20547
Task
Code
Task
20523
20361
20365
20371
20373
20379
75099
75090
20331
20321
20327
75075
75094
75095
20329
20333
Code
75069
75066
20341
20343
20346
75106
20313
20335
20315
Task
20323
75039
Code
20303
75084
75087
75063
Task
Code
20155
20401
20311
75083
Task
75113
75109
75005
75093
75096
Task
75115
75068
75067
75111
20521
20305
20307
20309
75114
20351
20353
20301
Code
Code
75070
Task
Code
Code
3 207
Twining, Inc. | City of Simi Valley 15
Machining and Preparation of Tensile and Bend T Polymer Matrix Composite Materials Sample: Carbon Steel Rate (Fiberwrap) Rate
Machinist: Initial Preparation from Mock-up, Etc. 105.00$ Tensile Strength – Set of 5 Specimens/batch/ 1,350.00$ (Per Hour) direction (ASTM D3039)
Sawcut to Overall Width (Per 0.5" Thickness or 55.00$ Tensile Strength – Additional Specimens 250.00$ Fraction Thereof) (ASTM D3039)
Machine to Test Configuration: Milled Specimens 75.00$ Heating Chamber Time – Per 24 hr period 95.00$ Machine to Test Configuration: Turned Specimens 145.00$ (Per 0.5" Thickness or Fraction Thereof) Calibration Services and Universal Machine Prepare Subsize Specimens (Per 0.5" Thickness 95.00$ Usage Rate or Fraction Thereof) Calibration/Verification Services Quotation Universal Test Machine Usage (Per Hour) 400.00$
Charpy Impact Rate Ceramic Tile Testing Division Rate
Charpy Impact Ambient Temperature 95.00$
Charpy Impact Reduced Temperature 125.00$
Machining of Charpy Samples: Carbon Steel Rate
Cutting and Milling (Per 0.5" or Fraction Thereof) 85.00$ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Final Machining to Sample Configuration 95.00$ Engineering and Technical supports/Design of Prototypes and Special Test Set-Up Quotation
Prestressing Wires and Tendons, Fastener/Coupling Full Testing Program Per New Regulations: Tension, (ASTM A416) Rate Tension/Bend, Shear, Double Shear, 8 Compressions Quotation Stress-Strain Analysis: Wire or Strands 200.00$ Fiberglass/Composite Materials Field Testing Program (ASTM D1143 (Including Chart and Percent Offset) D1242, D2584, D4065, D4476, D4923, D7901, D7921, and D732) Quotation Tensile Test Only 145.00$ Field Testing of Structures and Structural Elements Quotation Tendons Quotation In-Place Shear Testing Quotation
Materials and/or Product Evaluation Per Specifications Quotation Structural Dynamic Testing and Durability Analysis Quotation Code
20707
20708
20753
Task
Task
20751
Code
20705
20623
Task
20703
Code
20780
20783
Code
20801
The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request.

Task
Code
20701
20621
20755
20706
20803
20757
Task
Code
20759
4 208
Twining, Inc. | City of Simi Valley 16
Schedule of Fees 2021 - 2022
NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Personnel Rates: Per Hour Unless Otherwise Noted
Engineering and Consulting Personne Rate Equipment Usage (Daily Unless Otherwise Noted) Rate Senior Principal Advisor/Consultant 340.00 $ Skidmore 40.00$ Principal Engineer/Geologist 240.00 $ Torque Wrench, Small 15.00$ Metallurgical Engineer 350.00 $ Torque Wrench, Large 25.00$ Registered Geotechnical Engineer 235.00 $ Torque Multiplier 40.00$ Technical Advisor 230.00 $ Air Meter 20.00$
Material Scientist, Welding/NDT Consultant 240.00 $ Unit Weight Bucket 30.00$ Registered Geologist/Certified Engineering Geologist 235.00 $ Field Concrete Scale 30.00$ Senior Engineer/Geologist 210.00 $ Brass Mold 20.00$ Registered Civil Engineer 205.00 $ Nuclear Gauge (Per Hour) 10.00$ Roofing/Waterproofing Consultant 230.00 $ Sand Cone Density Test Equipment 50.00$ Project Engineer/Manager 200.00 $ Pull Test Equipment 60.00$ Quality Control Manager 190.00 $ Concrete/Asphalt Coring Equipment 600.00$ Senior Staff Engineer/Geologist 185.00 $ Pachometer 55.00$ Staff Engineer/Geologist 180.00 $ Floor Flatness (Dipstick) 50.00$ Quality Control Administrator 170.00 $ Schmidt Hammer 30.00$ Metallurgical Technician 145.00 $ Vapor Emission Test Kits 30.00$ CADD Operator/Draftsperson 132.00 $ Relative Humidity Probe 60.00$ Office Support/Clerical 95.00 $ UPV (Ultrasonic Pulse Velocity) Meter 350.00$ Field Supervisor 165.00 $ Fireproofing Adhesion/Cohesion (Per Test) 35.00$ Safety Supervisor 165.00 $ A Scan Ultrasonic Equipment and Consumables 75.00$ Laboratory Manager 155.00 $ Magnetic Particle Equipment and Consumables 40.00$ Laboratory Technician 150.00 $ Liquid Penetrant Consumables 35.00$ Expert Witness Testimony 580.00 $ Phased Array Ultrasonic Equipment (Per Hour) 60.00$ Qualified SWPPP Developer 185.00 $ Ground Penetrating Radar 300.00$ Qualified SWPPP Practitioner 170.00 $ Impact Echo 350.00$ Vibration Engineer 210.00 $ Ultrasonic Tomography 450.00$ Inertial Profiler (Per Hour) Quotation
Project Dedicated Vehicle 120.00$
Field Inspection Personnel Rate Roller Compacted Concrete Vibrating Hammer/Tampling Plate 70.00$ Concrete/Reinforced Steel Inspector 130.00 $ Half-cell Potential Equipment Set 350.00$ Prestressed/Post Tensioned Inspector 130.00 $ Concrete Electrical Resistivity Meter 160.00$ Concrete ICC Inspector 130.00 $ Field Hardness (Steel) 100.00$ Drilled-In-Anchor Inspector 130.00 $ Coating Thickness Gauge 100.00$ Gunite/Shotcrete Inspector 130.00 $ Wood Curing Box (Per Box) 600.00$ Masonry Inspector 130.00 $ Temperature Control Curing Box (Per Month) 450.00$ Structural Steel/Welding Inspector 130.00 $ Temperature Matching Curing Box (Per Month) 520.00$ AWS Certified Welding Inspector 130.00 $
Fireproofing Inspector 130.00 $
Lead Inspector (Also includes DSA Shotcrete and DSA Masonry) 130.00 $ Specimen Pick-Up Rate Firestop Special Inspector - IFC Premier 180.00 $ Standard Sample: Concrete Cylinders (Each) 25.00$ Firestop Special Inspector - IQP 200.00 $ Standard Sample: Mortar/Grout Cubes and Cores, 25.00$ Asphalt Field and Plant Inspector/Technician 130.00 $ Fireproofing, Rebar, and Epoxy Prisms (Each) Pile Driving Inspector 130.00 $ Oversize Sample: Masonry Prisms, Shotcrete Panels, 60.00$ Soils Technician 130.00 $ Flexural Beams (Each)
Concrete Quality Control (ACI/Caltrans Technician) 130.00 $ Technician for Specimen Pick-Up Not Listed Above 95.00$ Wood Framing Inspector 130.00 $ (Per Hour, 2-Hour Minimum) Roofing/Waterproofing Inspector Quotation Technician for Specimen Pick-Up Before 5:00 a.m. 120.00$ Public Works Inspector 150.00 $ or After 5:00 p.m. Monday thru Friday, or All Day Saturday Mechanical Inspector 175.00 $ (Per Hour, 2-Hour Minimum Plus Mileage) Electrical Inspector 175.00 $
Plumbing Inspector 175.00 $
Building Inspector 175.00 $ Jobsite Trailer, Mobile or On-site Laboratory Rate Vibration Monitoring Technician 145.00 $ Mobile laboratory for rapid strength concrete 500.00$ Field Engineering Technician 130.00 $ (per shift not exceeding 12 hours) All others by quotation
Shop Inspection Personnel Rate
Structural Steel Fabrication Inspector 130.00 $ Concrete Tests (Field Made Specimens) Rate Batch Plant Quality Control Technician/Inspector 115.00 $ 6" x 12" Cylinder: Compression Strength 45.00$ Glue-Laminated Fabrication Inspector Quotation (ASTM C39) Pre-Cast Concrete/Pipe Fabrication Inspector 130.00 $ 4" x 8" Cylinder: Compression Strength 35.00$ (ASTM C39)
Density of Structural Lightweight Concrete 90.00$
Nondestructive Testing Personnel Rate Equilibrium or Oven Dry Method (ASTM C567) NDE Ultrasonic Testing Technician 135.00 $ Core Compression including Trimming (ASTM C42) 75.00$ NDE Magnetic Particle Testing Technician 135.00 $ 6" x 6" x 18" Flexural Beams Not Exceeding 100.00$ NDE Dye Penetrant Testing Technician 135.00 $ Referenced Size (ASTM C78, C293 or CTM 523) Combination NDE Technician/Welding Inspector 135.00 $ Splitting Tensile Strength (ASTM C496) 100.00$ Radiographic Testing (crew of 2) 375.00 $ Modulus of Elasticity Test (ASTM C469) 285.00$ NDE Engineer 220.00 $ Rapid Chloride Permeability Test: Cylinders or 550.00$ Cores (ASTM C1202)
Task
Code
10115
10501
95362
95368
95369
70000 95315
10010 95321
10011
95324
10026 95318
10001 95309
10017 95312
60003
95327
10013
95336
30000
95330
70003
95343
10003
95333
10009
95348
95319
10019
95351
90001
95300
70107
95303
10005
95341
10007
95342
10015
9533995103
90005
95345
91010
91000
95349
91030
95306
20000
95307
98000
95347
30001
10103
10105
Task
10109
Code
10111
20102
95357Task
95364Code
9536710101
95372
95370
95371
95373
10117
20107
75001
20109
70103
10113
20101
10201
10203
20103/
10207
20104
10519
95360
10521
10523
50003
Task
70101
10107
60001
Task
10515
Code
30002
10122
10500
10325
10328
20205
20207
Task
Code
Task
Code
Code
20202
10301
10309
20203
20201
20209
10403
20211
10405
80003
10305
10409
10020
Task
Code
10401
95322
95323
1 209
Twining, Inc. | City of Simi Valley 17
Concrete Tests (Field Made Specimens),
Continued Rate Physical and Chemical Analysis of Cement, Continued Rate Density, Absorption, and Voids in Hardened 550.00$ Chemical Analysis of Portland Cement per 715.00$ Concrete (ASTM C642) Standard Requirements (ASTM C150)
Flexural Toughness (ASTM C1609, Formerly 880.00$ Physical Testing of Portland Cement per 715.00$ ASTM C1018) Standard Requirements (ASTM C150)
Flexural Toughness (ASTM C1550) 550.00$ Physical Testing of Type K Cement, Mortar 715.00$ Double Punch Strength of Fiber Reinforced Concrete 550.00$ Expansion (ASTM C806) Coefficient of Thermal Expansion of Concrete 605.00$ Partial Analysis or Specific Physical Tests Quotation (CRD 39, AASHTO T336) Sulfates Resistance of Hydraulic 2,970.00$ Bulk Electrical Resistivity (ASTM C1876) 135.00$ Cement (ASTM C1012), 6 months Sulfates Resistance of Hydraulic 3,300.00$
Cement (ASTM C1012), 12 months
Concrete Specimen Preparation Rate
Sawing of Specimens (Each) 40.00$
Coring of Specimens in Lab (Each) 40.00$ Physical and Chemical Analysis of Fly Ash Rate Grinding of Concrete Below 6000 psi Strength (Each) 55.00$ Chemical Analysis of Fly Ash per 715.00$ Grinding of Concrete 6000 psi Strength and Above (Each) 85.00$ Standard Requirements (ASTM C618) Physical Testing of Fly Ash per Standard Requirements 715.00$ Laboratory Trial Batch: Concrete, Cement (ASTM C618)
and Mortar Rate Partial Analysis or Specific Physical Tests Quotation Compression Test 4"x8" Cylinders Made and Tested in 55.00 $ Chemical Analysis and Physical Testing of Fly Ash per 1,320.00$ Laboratory (ASTM C192, C35) Standard Requirements (ASTM C1618) Compression Test 6"x12" Cylinders Made and Tested in 66.00 $ Laboratory (ASTM C192, C35) Physical Testing of Chemical Admixtures for Compression Test Cylinders Made and Tested in 60.00 $ Concrete Rate Laboratory (ASTM C192, C35) Qualification of Admixture per ASTM C494 Quotation 6" x 6" x 18" Flexural Beams Made and Tested in 105.00 $ Laboratory (ASTM C192, C78)
Splitting Tensile Strength Cylinders Made and Tested 120.00 $ Soils and Aggregate Tests Rate in Laboratory (ASTM C192, C496) Abrasion: LA Rattler (ASTM C131) 220.00$ Modulus of Elasticity Test Cylinders Made and Tested in 305.00 $ Abrasion: LA Rattler (ASTM C535) 230.00$ Laboratory (ASTM C192, C469) Atterberg Limits/Plasticity Index (ASTM D4318, CTM 204) 175.00$ Density of Structural Lightweight Concrete Made in the 110.00 $ California Bearing Ratio Excluding Maximum Density 605.00$ Laboratory, Equilibrium or Oven Dry Method (ASTM C567) (ASTM D1883): Soil Bulk Electrical Resistivity (ASTM C1876) 155.00 $ California Bearing Ratio Excluding Maximum Density 715.00$ Laboratory Trial Batch (ASTM C192/Lab Procedure Performance) 550.00 $ (ASTM D1883): Cement-Treated Soil Concrete Mixture Design for Presonstruction Evaluation and 250.00 $ Cement-Treated Soil/Base Mix Design: includes three trial 3,850.00$ Backup Data Development cement contents with three unconfined compressive strength Drying Shrinkage Up to 28 Days: Three 3" x 3" or 540.00 $ specimens per cement content 4" x 4" Bars, Five Readings up to 28 Dry Days Chloride and Sulfate Content (CTM 417, CTM 422) 195.00$ (ASTM C157) Clay Lumps and Friable Particles (ASTM C142) 220.00$ Additional Reading, Per Set of Three Bars 50.00 $ Cleanness Value: 1" x #4 (CTM 227) 195.00$ Storage over Ninety (90) Days, Per Set of 35.00 $ Cleanness Value: 1.5" x .75" (CTM 227) 305.00$ Three Bars, Per Month Collapse Potential/Index (ASTM D5333) 250.00$ Setting Time Up to 7 Hours (ASTM C403) 165.00 $ Compressive Strength of Molded Soil-Cement 115.00$ Bleeding (ASTM C232) 165.00 $ Cylinders (ASTM D1633) Concrete Restrained Expansion (ASTM C878) 605.00 $ Consolidation Test: Full Cycle (ASTM 2435, CTM 219) 215.00$ Mix, Make and Test Mortar or Grout Specimens for 550.00 $ Consolidation Test: Time Rate per Load Increment 50.00$ Compressive Strength: Set of 6 (ASTM C878) (ASTM D2435, CTM 219) Non-Shrink Grout: Height Change after Final 550.00 $ Corrosivity Series: Sulfate, CI, pH, Resistivity 270.00$ Set (ASTM C1090) (CTM 643, 417, and 422)
Non-Shrink Grout: Height Change at Early 880.00 $ Crushed/Fractured Particles (ASTM D5821, CTM 205) 195.00$ Age (ASTM C827) Direct Shear Test: Remolded and/or Residual 270.00$ Cracking Resistance, Set of Three Rings, 5,500.00 $ (ASTM D3080) Laboratory Trial Batching, Test Until Cracking or Direct Shear Test: Undisturbed - Slow [CD] (ASTM D3080) 250.00$ up to 28 Days (ASTM 1581) Direct Shear Test: Undisturbed - Fast [CU] (ASTM D3080) 215.00$ Evaluation of Pre-Packaged Masonry Mortars 1,210.00 $ Durability Index: Per Method - A,B,C, or D 230.00$ (ASTM C270) (ASTM D3744, CTM 229)
Creep (ASTM C512) (One Age of Loading, 12 Months 8,800.00 $ Expansion Index (ASTM D4829, UBC 18-2) 190.00$ Duration of Testing) Fine Aggregate Angularity 210.00$
(ASTM C1252, CTM 234, AASHTO T304)
Chemical Analysis and Petrographic Flat and Elongated Particle (ASTM D4791) 250.00$ Examination of Concrete Rate Flat or Elongated Particle (ASTM D4791) 230.00$ Chemical Analysis for Acid Soluble Chlorides 275.00 $ Maximum Density: Methods A/B/C 210.00$ (ASTM C1152) (includes sample prep) (ASTM D1557, D698, CTM 216) Chloride Diffusion Coefficient of Cementitious 2,750.00 $ Maximum Density: Check Point (ASTM D1557, D698) 75.00$ Mixtures by Bulk Diffusion (ASTM C1556) Maximum Density: AASHTO C [Modified] 215.00$ Petrographic Examination of Hardened Concrete, Level II (AASHTO T-180) (ASTM 856) (Comprehensive) Maximum Index Density: Vibratory Table (ASTM D4253) 380.00$ Each, One Sample 2,640.00 $ Moisture Content (ASTM D2216, CTM 226) 30.00$ Each, Two or More Samples 2,310.00 $ Moisture and Density: Ring Sample (ASTM D2937) 35.00$ Moisture and Density: Shelby Tube Sample 45.00$
(ASTM D2937)
Physical and Chemical Analysis of Cement Rate Moisture-Density Relations of Soil-Cement 305.00$ Physical Testing and Chemical Analysis of Portland 1,320.00 $ Mixtures Premixed in the Field (ASTM D558) Cement per Standard Requirements (ASTM C150) Moisture-Density Relations of Soil-Cement Mixtures 385.00$ Mixed in the Lab (ASTM D558)
80111
40012
Task
Code
Task
Code
30207
30403
30321
30205
70301
70303
80196
Code
30217
30219
70305
40005
40009
Task
Task
Code
20151
20157
40006
20159
20160
Task
Code
80143
Task
Code
80100
30230
30231
30233
70317
30234
70319
70321
Task
20265
30232
30211
70304
70344
30322
30201
70393
70396
30503
30505
30223
30225
80110
70341
70340
70342
80146
8014730215
30216
30237
30209
70309
70311
70313
70337
Task
Code
80140
70335
80123
30507
30508
70331
70333
30203
75004
30227
70315
30229
70378
20263
80106
80103
Code
70325
80194
70336
80129
Task
Code
80195
40007
80006
80193
70339
2 210
Twining, Inc. | City of Simi Valley 18
Soils and Aggregate Tests, Continued Rate Asphalt Concrete Tests, Continued Rate Organic Impurities (ASTM C40, CTM 213) 100.00$ Maximum Theoretical Specific Gravity [RICE] 175.00$ Permeability (ASTM D5084) Quotation (ASTM D2041, CTM 309) Potential Reactivity: Chemical Method (ASTM C289 - 580.00$ Marshall Stability and Flow, Cored Sample, each 85.00$ Discontinued Method) (ASTM D6927)
Potential Reactivity: Mortar Bar Expansion Method, 910.00$ Marshall Stability and Flow, Premixed, 3 briquettes 255.00$ 14-Day Exposure (ASTM C1260) (ASTM D6926, D6927)
Potential Reactivity: Mortar Bar Expansion Method, 965.00$ Marshall Stability and Flow, Gyratory Compacted 255.00$ 28-Day Exposure (ASTM C1260) Specimen Pre-Mixed, 3 briquettes Potential Reactivity: Concrete Bar Expansion 2,970.00$ (ASTM D5581, D6925) Method (ASTM C1293), 12 month Marshall Stability and Flow 6'' Specimen, Premixed, 255.00$ Potential Reactivity: Concrete Bar Expansion 3,190.00$ 3 briquettes (ASTM D5581) Method (ASTM C1293), 24 month Moisture Content (CTM 370) 95.00$ Potential Reactivity of Aggregate Combination, non-standard 1,045.00$ Wet Track Abrasion Test (ASTM D3910) 180.00$ method; 14-Day Exposure, Mortar (after ASTM C1567) Hveem Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ Potential Reactivity of Aggregate Combination, non-standard 1,100.00$ Hveem Mix Design, with RAP (Excluding Aggregate 5,645.00$ method; 28-Day Exposure, Mortar (after ASTM C1567) Quality Tests, RAP Qualification) R-Value: Soil (ASTM 2844, CTM 301) 485.00$ Hveem Mix Design, with Lime (Excluding Aggregate 6,000.00$ R-Value: Aggregate Base (ASTM D2844, CTM 301) 540.00 $ Quality Tests) Sand Equivalent (ASTM D2419, CTM 217) 140.00 $ Hveem Mix Design Caltrans Untreated Mix 6,200.00$ Sieve #200 Wash Only (ASTM D1140, CTM 202) 100.00 $ (Including Aggregate Quality Tests) Sieve with Hydrometer: 3/4" Gravel to Clay (ASTM D422, 275.00 $ Hveem Mix Design Caltrans Lime Treated Mix 7,200.00$ D7928, CTM 203) (Including Aggregate Quality Tests)
Sieve with Hydrometer: Sand to Clay (ASTM D422, 265.00 $ Marshall Mix Design (Excluding Aggregate Quality Tests) 5,200.00$ D7928, CTM 203) Marshall Mix Design with RAP (Excluding Aggregate 5,645.00$ Sieve Analysis Including Wash (ASTM C136, CTM 202) 165.00 $ Quality Tests) Sieve Analysis Without Wash (ASTM C136, CTM 202) 135.00 $ Marshall Mix Design with Lime (Excluding Aggregate 6,200.00$ Sieve Analysis: Split Sieve (ASTM C136, CTM 202) 265.00 $ Quality Tests) Sieve Analysis Without Wash: With Cobbles 260.00 $ Open Grade Asphalt Concrete Mix Design 3,000.00$ (ASTM C136, CTM 202) (ASTM D7064, CTM 368)
Soundness: Sodium or Magnesium Sulfate, 195.00 $ Superpave Mix Design (Excluding Aggregate Quality Tests) 10,600.00$ 5 Cycles (ASTM C88) Superpave Mix Design, with RAP 11,200.00$ Specific Gravity and Absorption: Coarse 110.00 $ (Excluding Aggregate Quality Tests) (ASTM C127, CTM 206) Superpave Mix Design, with Rubber 11,200.00$ Specific Gravity and Absorption: Fine 180.00 $ (Excluding Aggregate Quality Tests) (ASTM C128, CTM 207) Superpave Mix Design, with Additives 11,500.00$ Swell/Settlement Potential: One Dimensional 165.00 $ (Excluding Aggregate Quality Tests) (ASTM D4546) Effect of Moisture on Asphalt Paving Mixtures, Pre-Mixed 1,100.00$ Triaxial Quotation (ASTM D4867, AASHTO T283)
Unconfined Compression (ASTM D2166, CTM 221) 210.00 $ Hamburg Wheel Track Test, 20,000 passes, 4 briquettes 1,210.00$ Unit Weight Per Cubic Foot (ASTM C29, CTM 212) 140.00 $ (AASHTO T324) Voids in Aggregate with Known Specific Gravity 140.00 $ Raveling Test of Cold Mixed Emulsified Asphalt 220.00$ (ASTM C29, CTM 212) (ASTM D7196)
Lightweight Particles: Coarse, with Two Solutions (ASTM C123) 450.00 $ Marshall Stability, wet set, 3 replicates (AASHTO T245) 385.00$ Lightweight Particles: Fine, with One Solution (ASTM C123) 225.50 $ Marshall Stability, dry set, 3 replicates (AASHTO T245) 330.00$ Cold Recycled Asphalt Mix Design: 2 gradings each, 10,500.00$ 3 emulsion content (Caltrans LP-8)
Asphalt Concrete Tests Rate
HMA Mixing and Preparation 140.00 $
HMA Mixing and Preparation with Aggregate Treatment 195.00 $ Brick Masonry Tests, ASTM C67 Rate Bulk Specific Gravity of Compacted Sample or 60.00 $ Modulus of Rupture: Flexural 100.00$ Core: SSD (ASTM D2726, CTM 308C) Compression Strength 60.00$ Bulk Specific Gravity of Compacted Sample or 90.00 $ Absorption: 5 Hour or 24 Hour 65.00$ Core: Parafin Coated (ASTM D1188 and CTM 308A) Absorption (Boil): 1, 2 or 5 Hours 100.00$ Emulsion Residue, Evaporation (ASTM D244) 175.00 $ Initial Rate of Absorption 55.00$ Extraction: % Bitumen (ASTM D6307, CTM 382) 175.00 $ Efflorescence 75.00$ Extraction: % Bitumen and Gradation 235.00 $ Cores: Compression 70.00$ (ASTM D5444, D6307, CTM 202, 382) Shear Test on Brick Cores: 2 Faces 100.00$ Extraction: % Bitumen, Correction Factor 385.00 $ 110.00$ (ASTM D6307, CTM 382)
Chemical Extraction: % Bitumen and Sieve Analysis 270.00 $ Concrete Block, ASTM C140 Rate (ASTM D2172 Method A or B, ASTM D5444) Compression 95.00$ Lab Tested Maximum Density: Hveem, 3 briquettes 235.00 $ Absorption/Moisture Content/Oven Dry Density 95.00$ (ASTM D1561, D1188, CTM 304, 308) Linear Shrinkage (ASTM C426) 245.00$ Hveem Stabilometer Test, Premixed, 3 briquettes 235.00 $ Web and Face Shell Measurements 50.00$ (ASTM D1560, D1561, CTM 304, 366) Tension Test 170.00$
Lab Tested Maximum Density: Marshall, 230.00 $ Core Compression 70.00$ 3 briquettes (ASTM D6926, D2726) Shear Test of Masonry Cores: 2 Faces 100.00$ Lab Tested Maximum Density: Marshall 235.00 $ Efflorescence Tests 75.00$ 6'' Specimen, 3 briquettes (ASTM D5581, D2726)
Lab Tested Maximum Density: Superpave Gyratory 100.00 $ Compacted Briquette, SSD, 1 briquette Masonry Prisms, ASTM C1314 Rate (ASTM D6925, D2726) Compression Test: Composite Masonry 210.00$ Lab Tested Maximum Density: Superpave Gyratory 100.00 $ Prisms Up To 8" x 16" Compacted Briquette, Parafin, 1 briquette Compression Test: Composite Masonry 275.00$ (ASTM D1188, D6925) Prisms Larger Than 8" x 16"
70355
70359
70391
70357
70398
Task
Code
70349
30401
70343
80001
70347
Code
30411
30412
75036
75030
75042
75057
75115
70361
70363
70365
70367
75068
75067
70371
75106
75107
75083
20335
75024
75027
70369
30317
30319
70397
70392
70345
70351
70353
75111
75039
70373
75087
75028
75033 20301
20333
20339
Task
Code
75050
75052
75113
75109
20341
20343
20329
75031
75099
75090
75005
20331
20321
20327
75093
75096
75075
75094
75095
75069
75066
70360
75114
75063
Task
75084
75032
20313
20315
Task
Code
20303
20305
20307
Task
Code
20309
75048
20323
Code
75049
70394
70399
75051
75070
75040
20311
Task
3 211
Twining, Inc. | City of Simi Valley 19
Mortar and Grout Rate Chemical Testing of Metal and Steel Rate Compression: 2" x 4" Mortar Cylinders (ASTM C780) 60.00$ # Steel Chemical Analysis 175.00$ Compression: 3" x 3" x 6" Grout Prisms, 45.00$ Weight of Galvanized Coating (ASTM A90) 85.00$ Includes Trimming (ASTM C1019) # Epoxy Coating Thickness 90.00$ Compression: 2" Cubes (ASTM C109) 60.00$
Compression: Cores (ASTM C42) 70.00$ Machining and Preparation of Tensile and Bend Sample: Carbon Steel Rate
Machinist: Initial Preparation from Mock-up, Etc. 105.00$ Masonry Prisms, ASTM C1314, Continued Rate (Per Hour)
Prism Cord Modulus of Elasticity 595.00$ Sawcut to Overall Width (Per 0.5" Thickness or 55.00$ Prism Cord Modulus of Elasticity with Transverse 730.00$ Fraction Thereof) 60.00$ Strain (for double-wythe specimen) Machine to Test Configuration: Milled Specimens 75.00$ Machine to Test Configuration: Turned Specimens 150.00$ (Per 0.5" Thickness or Fraction Thereof)
Masonry Specimen Preparation Rate Prepare Subsize Specimens (Per 0.5" Thickness 95.00$ Cutting of Cubes or Prisms 70.00$ or Fraction Thereof) Fireproofing Tests Rate Charpy Impact Rate
Oven Dry Density (ASTM E605) 75.00$ Charpy Impact Ambient Temperature 100.00$ Charpy Impact Reduced Temperature 120.00$
Gunite and Shotcrete Tests Rate
Core Compression Including Trimming (ASTM C42) 70.00 $ Machining of Charpy Samples: Carbon Steel Rate Compression: Cubes (Includes Saw Cutting) 95.00 $ Cutting and Milling (Per 0.5" or Fraction Thereof) 90.00$ Final Machining to Sample Configuration 100.00$
Concrete Roof Fill: Gypsum, Vermiculite, Perlite,
Lightweight Insulating Concrete, Etc Rate Prestressing Wires and Tendons, Compression Test (ASTM C495 and C472) 60.00 $ (ASTM A416) Rate Air Dry Density (ASTM C472) 45.00 $ Stress-Strain Analysis: Wire or Strands 200.00$ Oven Dry Density (ASTM C495) 70.00 $ (Including Chart and Percent Offset) Tensile Test Only 150.00$
Tendons Quotation
Reinforcing Steel, ASTM A615, A706 Rate
Tensile Test: # 11 or Smaller 65.00 $ Polymer Matrix Composite Materials Bend Test: # 11 or Smaller 60.00 $ (Fiberwrap) Rate Bend Test #14 or #18 385.00 $ Tensile Strength – Set of 5 Specimens/batch/ 1,485.00$ Tensile Test: # 14 265.00 $ direction (ASTM D3039) Tensile Test: # 18 375.00 $ Tensile Strength – Additional Specimens 275.00$ (ASTM D3039)
Reinforcing Steel - Welded or Coupled Heating Chamber Time – Per 24 hr period 105.00$ Specimens Rate
Tensile Test: Welded/Coupled #11 and Smaller 75.00 $ Calibration Services and Universal Machine Tensile Test: Welded/Coupled #14 275.00 $ Usage Rate Tensile Test: Welded/Coupled #18 415.00 $ Calibration/Verification Services Quotation Weld: Macroetch 85.00 $ Universal Test Machine Usage (Per Hour) 385.00$ Slippage Test - Caltrans (CTM 670) 220.00 $
Tensile Test: Welded Hoops #11 and Smaller 160.00 $ Ceramic Tile Testing Division Rate Metal and Steel Testing Rate
Tensile Strength: Up to 100K Pounds (Each) 70.00 $
Tensile Strength: Up to 200K Pounds (Each) 85.00 $
Tensile Strength: Up to 300K Pounds (Each) 100.00 $ Cylic and Fatigue Testing Programs on Special Products/Parts Quotation Tensile Strength: Up to 400K Pounds (Each) 155.00 $ Engineering and Technical supports/Design of Prototypes and Special Tensile Strength: 400K to 600K Pounds (Each) 385.00 $ Test Set-Up Quotation Tensile Strength: Stress-Strain Percent Offset 195.00 $ Fastener/Coupling Full Testing Program Per New Regulations: Tension, Weld: Macroetch 85.00 $ Tension/Bend, Shear, Double Shear, 8 Compressions Quotation Weld: Fracture 45.00 $ Fiberglass/Composite Materials Field Testing Program (ASTM D1143 Bend Test 60.00 $ D1242, D2584, D4065, D4476, D4923, D7901, D7921, and D732) Quotation Flattening Test 75.00 $ Field Testing of Structures and Structural Elements Quotation Hardness Test (ASTM E18) 90.00 $ In-Place Shear Testing Quotation Bolt: Axial Tensile Test (Up to 7/8" diameter) 55.00 $ Materials and/or Product Evaluation Per Specifications Quotation Bolt: Wedge Tensile Test (Up to 7/8" diameter) 70.00 $ Structural Dynamic Testing and Durability Analysis Quotation Bolt: Axial Tensile Test (Greater than 7/8" 75.00 $
up to 1" diameter)
Bolt: Wedge Tensile Test (Greater than 7/8" 100.00 $
up to 1" diameter)
Bolt: Axial Tensile Test (Greater than 1" diameter) Quotation Bolt: Wedge Tensile Test (Greater than 1" diameter) Quotation Bolt: Proof Load Test (Up to 7/8") 85.00 $
Bolt: Proof Load Test (Greater than 7/8" up to 1" diameter) 105.00 $ Bolt: Proof Load Test (Greater than 1") Quotation
Nut: Proof Load Test (Up to 7/8") 60.00 $
Nut: Proof Load Test (Greater than 7/8" up to 1" diameter) 85.00 $ Nut: Proof Load Test (Greater than 1") Quotation
Task
20351
20353
20547
Task
Task
Code
Task
20371
20623
20373
20379
Task
Task
20703
20757
Code
20504
Task
20755
20615
20361
20365
Task
Code
20759
Task
Code
Code
20780
20501
20503
20783
Code
20401
20751
20525
Code
20801
The Ceramic Tile Institute of America (CTIOA) and Twining worked together to advance and develop technology designed to enhance the quality of materials and workmanship in the ceramic tile industry. A separate schedule of fees for these services is available upon request.

Task
Task
Code
20706
20705
Task
20634
20630
Code
80170
20605
20640
20641
20545
20611
20631
20607
20529
20532
20523
20637
20638
20639
20636
20635
20531
20633
20803
Task
20632
20619
80173
Task
Code
20609
20707
Code
20601
20708
20603
20617
20753
Code
20355
20357
Task
Code
20155
20505
20507
Code
20521
20701
20621
20347
80176
Task
Code
20346
Code
4 212
Twining, Inc. | City of Simi Valley 20
General Conditions
NOTE: Field inspection work conditions are established by contract with Operating Engineers, Local 3.

NOTE: A minimum of 24 hours notice is required for testing and inspection services.

NOTE: For projects subject to a Project Labor Agreement (PLA), if terms/conditions of the PLA are more restrictive those terms/conditions will apply.

NOTE: Rates will be adjusted annually each July 1st to reflect increased costs.

Administrative Fees
All administrative costs including report distribution and Twining ConstructionHive system are billed at the following percentage of the monthly invoice total:

Premium
Work performed in excess of eight (8) hours in any one working day or forty (40) hours in any one week shall be paid for at one and one-half (1-1/2) times the regular rate of pay.

Premium shall be reckoned by the hour and half-hour. Work performed in excess of twelve (12) hours in any one (1) working day shall be paid at two (2) times the regular rate of pay.

Subsistence
Subsistence on remote jobs will be charged per quotation. 5%
5 213
Twining, Inc. | City of Simi Valley 21
General Conditions, Continued
Laboratory Testing Hours
Please note that laboratory testing will be billed on an hourly basis for non-standard tests. If testing is required to be performed on Saturdays, Sundays, holidays, or before 5:30 a.m. or after 4:00 p.m. on weekdays, an additional hourly charge with a minimum of one hour will be applied for the laboratory technician. 1.5 x regular test rate will be charged for rush testing.

Charges for Subcontracted Services
Material sent to outside laboratory for testing:

Material sent to outside fabricator or machine shop:

Glu-Lam beam inspection:

Other subcontractors:

Project exclusive equipment purchase:

In addition, should the client require that invoices be submitted through a web based or electronic system, the client will be responsible for all costs associated with the use of the system.

A 3% fee will be applied for payments processed by credit card.

Hold Specimens
All "hold" specimens are charged at the applicable test rate whether tested or not.

Should samples be provided by others Twining cannot warrant or guarantee that material is representative of material that is or will be used in actual construction of the project.

Specimens will be discarded after testing unless Twining has been notified prior to testing that the customer wishes to retrieve the specimens or storage arrangements are made.

Oversize Specimens
An extra charge will be made when test specimens require more than one person to handle because of size or weight.

Cost plus 20%
Cost plus 20%
Cost plus 20%
Cost plus 20%
Cost plus 20%
6 214
Twining, Inc. | City of Simi Valley 8

CALIFORNIA TESTING & INSPECTIONS
Local Assistance Procedures Manual EXHIBIT 10-H2
Cost Proposal

Page 4 of 9 ends

Simi Valley City CouncilMay 9, 2022

Simi Valley City Council
May 9, 2022