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• A lease must indicate that the DBE has exclusive use of and control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for use of the leased truck. Leased trucks must display the name and identification number of the DBE.
A. Nondiscrimination Statement
The contractor, subrecipient or subcontractor 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, the contractor, subrecipient or subcontractor 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.
B. Contract Assurance
Under 49 CFR 26.13(b): The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR 26 in the award and administration of federal -aid contracts. Failure by the contractor 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:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as non-responsible.
C. Prompt Progress Payment
In accordance with California Business and Professions Code section 7108.5, the prime contractor or subcontractor shall pay to any subcontractor, not later than seven days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’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 the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 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 subcontractor, 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 subcontractors.
C. Prompt Payment of Withheld Funds to Subcontractors
The Agency may hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency, of the contract work, and pay retainage to the prime contractor based on these acceptances. The Agency shall designate one of the methods below in the contract to ensure prompt and full payment of any retainage kept by the prime contractor or subcontractor to a subcontractor. The Agency shall include either Method 1, Method 2, or Method 3 below and delete the other two.
Method 1: No retainage will be held by the Agency from progress payments due to the prime contractor.
Prime contractors and subcontractors are prohibited from holding retainage from subcontractors. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval. Any violation of these provisions shall subject the violating contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies, otherwise available to the Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor, deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors.
Method 2: No retainage will be held by the Agency from progress payments due to the prime contractor.
Any retainage kept by the prime contractor or by a subcontractor must be paid in full to the earning subcontractor within seven (7) days after the subcontractor’s work is satisfactorily completed. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval.
Any violation of these provisions shall subject the violating contractor or subcontractor to the penalties, sanctions, and remedies specified in Section 7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies, otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor, deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors.
Method 3: The Agency shall hold retainage from the prime contractor and shall make prompt and regular incremental acceptances of portions, as determined by the Agency of the contract work and pay retainage to the prime contractor based on these acceptances. The prime contractor or subcontractor shall return all monies withheld in retention from all subcontractors within seven (7) days after receiving payment for work satisfactorily completed and accepted including incremental acceptances of portions of the contract work by the Agency. Any delay or postponement of payment may take place only for good cause and with the Agency’s prior written approval. Any violation of these provisions shall subject the violating prime contractor or subcontractor to the penalties, sanctions, and other remedies specified in Section 7108.5 of the California Business and Professions Code and Section 10262 of the California Public Contract Code. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to the contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the contractor; deficient subcontractor performance and/or noncompliance by a subcontractor. This clause applies to both DBE and non-DBE subcontractors.
Any violation of these provisions of Prompt Progress Payment and Prompt Payment of Withheld Funds to Subcontractors shall subject the violating prime contractor or subcontractor 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 the prime contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the prime contractor, deficient subcontract performance, or noncompliance by a subcontractor.
D. T
ermination and Replacement of DBE Subcontractors
The prime contractor shall utilize the specific DBEs listed to perform the work and supply the materials for which each is listed unless the contractor obtains the Agency’s written consent. The prime contractor shall not terminate or replace a listed DBE for convenience and perform the work with their own forces or obtain materials from other sources without prior written authorization from the Agency. Unless the Agency’s prior written consent is provided, the contractor shall not be entitled to any payment for work or material unless it is performed or supplied by the listed DBE on the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid.
Termination of DBE Subcontractors
After a contract with a specified DBE goal has been executed, termination of a DBE may be allowed for the following, but not limited to, justifiable reasons with prior written authorization from the Agency:
a. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.
b. 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. c. Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law, or is not properly registered with the California Department of Industrial Relations as a public works contractor.
d. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination).
e. Listed DBE's work is unsatisfactory and not in compliance with the contract. f. Listed DBE is ineligible to work on the project because of suspension or debarment. g. Listed DBE becomes bankrupt or insolvent or exhibits credit unworthiness. h. Listed DBE voluntarily withdraws with written notice from the Contract i. Listed DBE is ineligible to receive credit for the type of work required. j. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.
k. The Agency determines other documented good cause.
To terminate a DBE or to terminate a portion of a DBE's work, the contractor must use the following procedures:
1. Send a written notice to the DBE of Contractor’s intent to use other forces or material sources and include one or more justifiable reasons listed above. Simultaneously send a copy of this written notice to the Agency. The written notice to the DBE must request they provide any response within five (5) business days to both the Contractor and the Agency by either acknowledging their agreement or documenting their reasoning as to why the use of other forces or sources of materials should not occur.
2. If the DBE does not respond within 5 business days, Contractor may move forward with the request as if the DBE had agreed to Contractor’s written notice.
3. Submit Contractor’s DBE termination request by written letter to the Agency and include:
• One or more above listed justifiable reasons along with supporting documentation. • Contractor’s written notice to the DBE regarding the request, including proof of transmission and tracking documentation of Contractor’s written notice
• The DBE's response to Contractor’s written notice, if received. If a written response was not provided, provide a statement to that effect.
The Agency shall respond in writing to Contractor’s DBE termination request within 5 business days.
Replacement of DBE Subcontractors
After receiving the Agency’s written authorization of DBE termination request, the Contractor must obtain the Agency’s written agreement for DBE replacement. The Contractor must find or demonstrate GFEs to find qualified DBE replacement firms to perform the work to the extent needed to meet the DBE commitment.
The following procedures shall be followed to request authorization to replace a DBE firm:
1. Submit a request to replace a DBE with other forces or material sources in writing to the Agency which must include:
a. Description of remaining uncommitted work items made available for replacement DBE solicitation and participation.
b. The proposed DBE replacement firm's business information, the work they have agreed to perform, and the following:
• Quote for bid item work and description of work to be performed • Proposed subcontract agreement and written confirmation of agreement to perform on the Contract
• Revised Subcontracting Request form
• Revised Exhibit 15-G: Construction Contract DBE Commitment Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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2. If Contractor has not identified a DBE replacement firm, submit documentation of the Contractor’s GFEs to use DBE replacement firms within 7 days of Agency's authorization to terminate the DBE. The Contractor may request the Agency's approval to extend this submittal period to a total of 14 days.
Submit documentation of actions taken to find a DBE replacement firm, such as:
• Search results of certified DBEs available to perform the original DBE work identified and/or other work the Contractor had intended to self-perform, to the extent needed to meet the DBE commitment
• Solicitations of DBEs for performance of work identified • Correspondence with interested DBEs that may have included contract details and requirements • Negotiation efforts with DBEs that reflect why an agreement was not reached • If a DBE's quote was rejected, provide Contractor’s reasoning for the rejection, such as why the DBE was unqualified for the work, or why the price quote was unreasonable or excessive • Copies of each DBE's and non-DBE's price quotes for work identified, as the Agency may contact the firms to verify solicitation efforts and determine if the DBE quotes are substantially higher • Additional documentation that supports the GFE
The Agency shall respond in writing to the Contractor’s DBE replacement request within five (5) business days.
The Contractor must submit a revised Subcontracting Request form if the replacement plan is authorized by the Agency.
E. Commitment and Utilization
The Agency’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization.
The bidder shall complete and sign Exhibit 15-G: Construction Contract DBE Commitment included in the contract documents regardless of whether DBE participation is reported. The bidder shall provide written confirmation from each DBE that the DBE is participating in the Contract. LAPM Exhibit 9- I: DBE Confirmation or equivalent form and DBE’s quote must be submitted. The written confirmation must be submitted no later than 4pm on the 5th day after bid opening. If a DBE is participating as a joint venture partner, the bidder shall submit a copy of the joint venture agreement.
If the DBE Commitment form, Exhibit 15-G, is not submitted with the bid, it must be completed and submitted by all bidders to the Agency within five (5) days of bid opening. If the bidder does not submit the DBE Commitment form within the specified time, the Agency will find the bidder’s bid nonresponsive.
The prime contractor shall use each DBE subcontractor as listed on Exhibit 15-G: Construction Contract DBE Commitment unless they receive written authorization for a termination or replacement from the Agency.
The Agency shall request the prime contractor to:
1. Notify the Resident Engineer or Inspector of any changes to its anticipated DBE participation
2. Provide this notification before starting the affected work
3. Maintain records including:
• Name and business address of each 1st-tier subcontractor • Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier
• Date of payment and total amount paid to each DBE (see Exhibit 9-F: Monthly Disadvantaged Business Enterprise Payment)
If the prime contractor is a DBE contractor, they shall include the date of work performed by their own forces and the corresponding value of the work.
Before the 15th of each month, the prime contractor shall submit a Monthly DBE Trucking Verification (LAPM Exhibit 16-Z1) form.
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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If a DBE is decertified before completing its work, the DBE must notify the prime contractor in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify the prime contractor in writing of the certification date. The prime contractor shall submit the notifications. Upon work completion, the prime contractor shall complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-O, form and submit the form within 30 days of contract acceptance.
Upon work completion, the prime contractor shall complete Exhibit 17-F: Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors and submit it within 90 days of contract acceptance. The Agency will withhold $10,000 until the form is submitted. The Agency releases the withhold upon submission of the completed form.
F. Running Tally of Attainments
For projects awarded on or after March 1, 2020, but before September 1, 2023:
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 must complete and email the Exhibit 9- F: Disadvantaged Business Enterprise Running Tally of Payments to [email protected] with a copy to local administering agencies.
For projects that are awarded on or after September 1, 2023:
Exhibit 9-F is no longer required. Instead, by the 15th of the month following the month of any payment(s), the prime contractor must now submit Exhibit 9-P to the Local Agency administering the contract. If the Contractor does not make any payments to subcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9- P.
G. Commercially Useful Function
DBEs must perform a commercially useful function (CUF) under 49 CFR 26.55 when performing work or supplying materials listed on the DBE Commitment form. The DBE value of work will only count toward the DBE commitment if the DBE performs a CUF. A DBE performs a CUF when it is responsible for execution of the work on the contract and is carrying out its responsibilities by actually performing, managing, and supervising the work involved. If a DBE does not perform or exercise responsibility for at least 30% of the total cost of its contract with its own work force, or the DBE subcontracts a greater portion of the work of a contract than would be expected on the basis of normal industry practice for the type of work involved, it will be presumed that the DBE is not performing a CUF. Additionally, the DBE must also be responsible, with respect to materials and supplies used on the contract, for negotiating price, determining quality and quantity, ordering the material and installing (where applicable), and paying for the material itself.
The Contractor must perform CUF evaluation for each DBE company working on a federal -aid contract, with or without a DBE goal. Perform a CUF evaluation at the beginning of the DBE’s work, and continue to monitor the performance of CUF for the duration of the project.
The Contractor must provide written notification to the AGENCY at least 15 days in advance of each DBE's initial performance of work or supplying materials for the Contract. The notification must include the DBE's name, work the DBE will perform on the contract, and the location, date, and time of where their work will take place.
Within 10 (ten) days of a DBE initially performing work or supplying materials on the contract, the Contractor shall submit to the LPA the initial evaluation and validation of DBE performance of a CUF using the LAPM 9- J:
Disadvantaged Business Enterprise Commercially Useful Function Evaluation. Include the following information with the submittal:
• Subcontract agreement with the DBE
• Purchase orders
• Bills of lading
• Invoices
• Proof of payment
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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The Contractor must monitor all DBE’s performance of CUF by conducting quarterly evaluations and validations throughout their duration of work on the contract using the LAPM 9-J: DBE Commercially Useful Function Evaluation. The Contractor must submit to the AGENCY these quarterly evaluations and validations by the 5 th of the month for the previous three (3) months of work.
The Contractor must notify the AGENCY immediately if the Contractor believes the DBE may not be performing a CUF.
The AGENCY will verify DBEs performance of CUF by reviewing the initial and quarterly submissions of LAPM 9-J: DBE Commercially Useful Function Evaluation, submitted supporting information, field observations, and through any additional AGENCY evaluations. The AGENCY must evaluate DBEs and their CUF performance throughout the duration of a Contract. The AGENCY will provide written notice to Contractor and DBE at least two (2) business days prior to any evaluation. The Contractor and DBE must participate in the evaluation. Upon completing the evaluation, the AGENCY must share the evaluation results with the Contractor and DBE. An evaluation could include items that must be remedied upon receipt. If the AGENCY determines the DBE is not performing a CUF the Contractor must suspend performance of the noncompliant work.
The Contractor and DBEs must submit any additional CUF related records and documents within five (5) business days of AGENCY’s request such as:
• Proof of ownership or lease and rental agreements for equipment • Tax records
• Employee rosters
• Certified payroll records
• Inventory rosters
Failure to submit required DBE Commercially Useful Function Evaluation forms or requested records and documents can result in withholding of payment for the value of work completed by the DBE.
If the Contractor and/or the AGENCY determine that a listed DBE is not performing a CUF in performance of their DBE committed work, immediately suspend performance of the noncompliant portion of the work. The AGENCY may deny payment for the noncompliant portion of the work. The AGENCY will ask the Contractor to submit a corrective action plan (CAP) to the AGENCY within five (5) days of the noncompliant CUF determination. The CAP must identify how the Contractor will correct the noncompliance findings for the remaining portion of the DBE's work. The AGENCY has five (5) days to review the CAP in conjunction with the prime contractor’s review. The Contractor must implement the CAP within five (5) days of the AGENCY's approval. The AGENCY will then authorize the prior noncompliant portion of work for the DBE's committed work.
If corrective actions cannot be accomplished to ensure the DBE performs a CUF on the Contract, then the Contractor may have good cause to request termination of the DBE.
H. Use of Joint Checks
A joint check may be used between the Contractor or lower-tier subcontractor and a DBE subcontractor purchasing materials from a material supplier if the contractor obtains prior approval from the LPA for the proposed use of joint check upon submittal of the LAPM 9-K: DLA Disadvantaged Business Enterprises (DBE) Joint Check Agreement Request form.
To use a joint check, the following conditions must be met:
• All parties, including the Contractor, must agree to the use of a joint check • Entity issuing the joint check acts solely to guarantee payment • DBE must release the check to the material supplier
• LPA must authorize the request before implementation
• Any party to the agreement must provide requested documentation within 10 days of the LPA's request for the documentation
• Agreement to use a joint check must be short-term, not to exceed 1 year, allowing sufficient time Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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needed to establish or increase a credit line with the material supplier
A request for a joint check agreement may be initiated by any party. If a joint check is used, the DBE remains responsible for all elements of 49 CFR 26.55(c)(1).
Failure to comply with the above requirements disqualifies DBE participation and results in no credit and no payment to the Contractor for DBE participation.
A joint check may not be used between the Contractor or subcontractor and a DBE regular dealer, bulk material supplier, manufacturer, wholesaler, broker, trucker, packager, manufacturer’s representative, or other persons who arrange or expedite transactions.
2. BID OPENING
The Agency publicly opens and reads bids at the time and place shown on the Notice to Contractors.
3. BID RIGGING
The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use the hotline to report bid rigging, bidder collusion, and other fraudulent activities. The hotline number is (800) 424- 9071. The service is available 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General.
4. CONTRACT AWARD
If the Agency awards the contract, the award is made to the lowest responsible and responsive bidder.
5. CONTRACTOR LICENSE
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (23 CFR 635.110).
6. CHANGED CONDITIONS
A. Differing Site Conditions
1. During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are encountered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.
2. Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly. The engineer will notify the contractor of the determination whether or not an adjustment of the contract is warranted.
3. No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.
4. No contract adjustment will be allowed under this clause for any effects caused on unchanged work. [This provision may be omitted by the Local Agency, at their option.] B. Suspensions of Work Ordered by the Engineer
1. If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes that additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request shall set forth the reasons and support for such adjustment.
2. Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer's determination whether or not an adjustment of the contract is warranted.
3. No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.
4. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.
C. Significant Changes in the Character of Work
1. The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered.
2. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable.
3. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.
4. The term “significant change” shall be construed to apply only to the following circumstances:
• When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or
• When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.
7. BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES The Contractor shall begin work within 15 calendar days after the issuance of the Notice to Proceed.
This work shall be diligently prosecuted to completion before the expiration of WORKING DAYS beginning on the fifteenth calendar day after the date shown on the Notice to Proceed.
The Contractor shall pay to the City/County the sum of $ per day, for each and every calendar days’ delay in finishing the work in excess of the number of working days prescribed above.
8. BUY AMERICA
[Include the Buy America provisions below when required by LAPM Chapter 12] Buy America Requirements apply to iron or steel, manufactured products, and construction materials permanently incorporated into the project.
Buy America requirements do not apply to the following:
1. Tools and construction equipment used in performing the work
2. Temporary work that is not incorporated into the finished project An article, materials, or supply to be permanently incorporated in the project should only be classified into one of the following categories:
1. Iron or steel products
2. Manufactured products
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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3. Construction materials
4. Excluded materials
Excluded materials means cement and cementitious materials; aggregates such as stone, sand, or gravel; or aggregate binding agents or additives.
Iron or Steel Products
All iron or steel products permanently incorporated into the project must be melted and manufactured in the United States except:
1. Foreign pig iron and processed, pelletized, and reduced iron ore may be used in the domestic production of the steel and iron materials [60 Fed Reg 15478 (03/24/1995)];
2. If the total combined cost of the materials produced outside the United States does not exceed the greater of 0.1 percent of the total contract amount or $2,500, materials produced outside the United States may be used if authorized.
Iron or steel products are defined as articles, materials, or supplies that consist wholly or predominantly of iron or steel or a combination of both.
For a product to be considered to consist predominantly of iron or steel, or a combination of both means the cost of the iron or steel content of the product exceeds 50 percent of the total cost of all its components. The cost of iron or steel is the cost of the iron or steel mill products (such as bar, billet, slab, wire, plate, or sheet), castings, or forgings utilized in the manufacture of the product and a good faith estimate of the cost of iron or steel components.
Furnish iron or steel products to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the iron or steel were melted and manufactured. All melting and manufacturing processes for these materials, including an application of a coating, must occur in the United States. Coating includes all processes that protect or enhance the value of the material to which the coating is applied.
[Delete the paragraph below if not applicable]
The following iron or steel products have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:
1. ________________________
2. ________________________
Manufactured Products
All manufactured products permanently incorporated into the project must be manufactured in the United States.
Manufactured products are defined as articles, materials, or supplies that have been:
1. Processed into a specific form and shape; or
2. Combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.
Manufacturer, in the case of manufactured products, means the entity that performs the final manufacturing process by bringing individual elements together that produces a manufactured product.
If an item is classified as an iron or steel product, a construction material, or an excluded material, then it is not a manufactured product. However, an article, material, or supply classified as a manufactured product may include components that are iron or steel products, construction materials, or excluded materials.
Iron or steel used in precast concrete manufactured products or Intelligent Transportation Systems (ITS) must meet the requirements of Iron or Steel Products regardless of the amount used.
Iron and steel used in other manufactured products must meet the requirements of section Iron or Steel Products if the cost of steel and iron components is 50 percent or more of the total cost of the manufactured product.
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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Furnish manufactured products to be permanently incorporated into the work with certificates of compliance with each project delivery. The manufacturer's certificate of compliance must identify where the manufacturing occurred and attest specifically to Buy America compliance. [Delete the paragraph below if not applicable]
The following manufactured products have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:
1. ________________________
2. ________________________
Construction Materials
Construction materials permanently incorporated into the project must be manufactured as defined in 2 CFR 184.6 in the United States.
Buy America requirements apply to the following construction materials that are or consist primarily of:
1. Non-ferrous metals
2. Plastic and polymer-based products such as:
2.1 Polyvinylchloride
2.2 Composite Building Materials
3. Glass
4. Fiber optic cable (including drop cable)
5. Optical fiber
6. Lumber
7. Engineered wood
8. Drywall
Minor additions of articles, materials, supplies, or binding agents to these construction materials do not change the categorization of the construction material.
Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. The manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to Buy America compliance. [Delete the paragraph below if not applicable]
The following construction materials have received an approved Buy America waiver for this project and are therefore not subject to Buy America requirements:
1. ________________________
2. ________________________
Buy America Waiver for De Minimis Cost for Manufactured Products and Construction Materials A De Minimis Cost Waiver can waive the application of FHWA’s Buy America requirements for manufactured products and construction materials under a single project when the total value of non- compliant manufactured products and construction materials is no more that the lesser of $1,000,000 or 5 percent of the total applicable material costs for the project.
The percent threshold is calculated based on the following formula:
X = NC / TA
where:
X = percent threshold
NC = total value of non-compliant manufactured products and construction material TA = total applicable project costs (iron or steel products, manufactured products, and construction materials; does not include excluded materials)
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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This threshold is based on the actual cost of the iron or steel products, manufactured products, and construction materials, not the anticipated cost of those materials. Compliant and non-compliant Agency Furnished Materials for the project must be accounted for in a De Minimis Cost Waiver Worksheet calculation, if provided by the Local Agency.
Provide copies of invoices for the actual costs of materials including transportation to the project site.
In applying a De Minimum Cost Waiver, total cost of non-compliant construction materials and manufactured products does not include the cost of any products subject to a separate Buy America waiver.
If De Minimis Cost Waiver Worksheet calculation for materials subject to Buy America is not submitted, the Local Agency may:
1. Withhold from the next progress payment
2. Reject your request for a De Minimis Costs waiver for non-compliant construction materials or manufactured products
9. QUALITY ASSURANCE
The Local Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. The Local Agency may examine the records and reports of tests the prime contractor performs if they are available at the job site. Schedule work to allow time for QAP.
10. PROMPT PAYMENT
A. FROM THE AGENCY TO THE CONTRACTORS
The Local Agency shall make all project progress payment within 30 days after receipt of an undisputed and properly submitted payment request from the Contractor on a construction contract. If the Local Agency fails to pay promptly, the Local Agency shall pay interest to the Contractor, which accrues at the rate of 10 percent per annum on the principal amount of a money judgment remaining unsatisfied and pro- rated as necessary. Upon receipt of the payment request, the Local Agency shall act in accordance with both of the following:
1. The Local Agency shall review each payment request as soon as feasible after receipt to verify it is a proper payment request.
2. The Local Agency must return any payment request deemed improper by the Local Agency to the Contractor as soon as feasible, but not later than seven (7) days, after receipt. A request returned pursuant to this paragraph shall include documentation setting forth in writing the reasons why it is an improper payment request.
B. SUBMITTAL OF EXHIBIT 9-P
In accordance with California Business and Professions Code section 7108.5, the prime contractor or subcontractor shall pay to any subcontractor, not later than seven days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amounts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’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 the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 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 subcontractor, 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.
For projects awarded on or after September 1, 2023:
The Contractor must submit Exhibit 9-P to the Local Agency administering the contract by the 15th of the month following the month of any payment(s). If the Contractor does not make any payments to subcontractors, supplier(s) and/or manufacturers they must report “no payments were made to subs this month” and write this visibly and legibly on Exhibit 9-P.
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
The Local Agency must verify all Exhibit 9-P information, monitor compliance with prompt payment requirements for DBE and non-DBE firms, and address any shortfall to the DBE commitment and prompt payment issues until the end of the project. The Local Agency must email a copy of Exhibit 9- P to [email protected] before the end of the month after receiving the Exhibit 9-P from the Contractor.
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS
[Form FHWA-1273 must be physically inserted into the contract without modification, excluding ATTACHMENT
A - EMPLOYMENT AND MATERIALS PREFERENCE FOR APPALACHIAN DEVELOPMENT HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS ROAD CONTRACTS.]
[The current version of Form FHWA-1273 is accessible at FHWA’s website:
https://www.fhwa.dot.gov/programadmin/contracts/1273/1273.pdf]
12. FEMALE AND MINORITY GOALS
To comply with Section II, "Nondiscrimination," of "Required Contract Provisions Federal -Aid Construction Contracts," the following are for female and minority utilization goals for Federal-aid construction contracts and subcontracts that exceed $10,000:
The nationwide goal for female utilization is 6.9 percent.
The goals for minority utilization (45 Fed Reg 65984 (10/3/1980)) are as follows:
MINORITY UTILIZATION GOALS
Economic
Area
Goal
(Percent)
174
Redding CA:
Non-SMSA (Standard Metropolitan Statistical Area) Counties:
CA Lassen; CA Modoc; CA Plumas; CA Shasta; CA Siskiyou; CA Tehama
6.8 175
Eureka, CA
Non-SMSA Counties:
CA Del Norte; CA Humboldt; CA Trinity
6.6 San Francisco-Oakland-San Jose, CA:
28.9 25.6
19.6 14.9
9.1 17.1
23.2 SMSA Counties:
7120 Salinas-Seaside-Monterey, CA
CA Monterey
7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo 7400 San Jose, CA
176 CA Santa Clara, CA
7485 Santa Cruz, CA
CA Santa Cruz
7500 Santa Rosa
CA Sonoma
8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano
Non-SMSA Counties:
CA Lake; CA Mendocino; CA San Benito
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
177
Sacramento, CA:
SMSA Counties:
6920 Sacramento, CA
CA Placer; CA Sacramento; CA
Yolo Non-SMSA Counties
CA Butte; CA Colusa; CA El Dorado; CA Glenn; CA Nevada; CA Sierra; CA Sutter; CA Yuba
16.1 14.3
Stockton-Modesto, CA:
SMSA Counties:
5170 Modesto, CA 12.3
178 CA Stanislaus
8120 Stockton, CA
24.3 CA San Joaquin
Non-SMSA Counties 19.8
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne
Fresno-Bakersfield, CA
SMSA Counties:
179 0680 Bakersfield, CA 19.1
CA Kern
2840 Fresno, CA
CA Fresno
Non-SMSA Counties:
CA Kings; CA Madera; CA Tulare
26.1 23.6
Los Angeles, CA:
11.9 28.3
21.5 19.0
19.7 24.6
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA
CA Orange
4480 Los Angeles-Long Beach, CA
CA Los Angeles
180 6000 Oxnard-Simi Valley-Ventura, CA
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA
CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo
San Diego, CA:
16.9 18.2
SMSA Counties
181 7320 San Diego, CA
CA San Diego
Non-SMSA Counties
CA Imperial
For the last full week of July during which work is performed under the contract, the prime contractor and each non material-supplier subcontractor with a subcontract of $10,000 or more must complete Form FHWA PR -1391 (Appendix C to 23 CFR 230). Submit the forms by August 15.
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
13. TITLE VI ASSURANCES
[The U.S. Department of Transportation Order No.1050.2A requires all federal-aid Department of Transportation contracts between an agency and a contractor to contain Appendix A and E.
Note: Appendix B only requires inclusion if the contract impacts deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein. Appendices C and D only require inclusion if the contract impacts deeds, licenses, leases, permits, or similar instruments entered into by the recipient.]
APPENDIX A
During the performance of this Agreement, the contractor, for itself, its assignees and successors in interest (hereinafter collectively referred to as CONTRACTOR) agrees as follows:
a. Compliance with Regulations: CONTRACTOR shall comply with the regulations relative to nondiscrimination in federally assisted programs of the Department of Transportation, Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the REGULATIONS), which are herein incorporated by reference and made a part of this agreement. b. Nondiscrimination: CONTRACTOR, with regard to the work performed by it during the AGREEMENT, shall not discriminate on the grounds of race, color, sex, national origin, religion, age, or disability in the selection and retention of sub-applicants, including procurements of materials and leases of equipment. CONTRACTOR shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regulations, including employment practices when the agreement covers a program set forth in Appendix B of the Regulations. c. Solicitations for Sub-agreements, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by CONTRACTOR for work to be performed under a Sub- agreement, including procurements of materials or leases of equipment, each potential sub-applicant or supplier shall be notified by CONTRACTOR of the CONTRACTOR’S obligations under this Agreement and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin.
d. Information and Reports: CONTRACTOR shall provide all information and reports required by the Regulations, or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the recipient or FHWA to be pertinent to ascertain compliance with such Regulations or directives. Where any information required of CONTRACTOR is in the exclusive possession of another who fails or refuses to furnish this information, CONTRACTOR shall so certify to the recipient or FHWA as appropriate, and shall set forth what efforts CONTRACTOR has made to obtain the information. e. Sanctions for Noncompliance: In the event of CONTRACTOR’s noncompliance with the nondiscrimination provisions of this agreement, the recipient shall impose such agreement sanctions as it or the FHWA may determine to be appropriate, including, but not limited to:
i. withholding of payments to CONTRACTOR under the Agreement within a reasonable period of time, not to exceed 90 days; and/or
ii. cancellation, termination or suspension of the Agreement, in whole or in part. f. Incorporation of Provisions : CONTRACTOR shall include the provisions of paragraphs (1) through (6) in every sub-agreement, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto.
CONTRACTOR shall take such action with respect to any sub-agreement or procurement as the recipient or FHWA may direct as a means of enforcing such provisions including sanctions for noncompliance, provided, however, that, in the event CONTRACTOR becomes involved in, or is threatened with, litigation with a sub- applicant or supplier as a result of such direction, CONTRACTOR may request the recipient enter into such litigation to protect the interests of the State, and, in addition, CONTRACTOR may request the United States to enter into such litigation to protect the interests of the United States.
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
APPENDIX B
CLAUSES FOR DEEDS TRANSFERRING UNITED STATES PROPERTY
The following clauses will be included in deeds effecting or recording the transfer of real property, structures, or improvements thereon, or granting interest therein from the United States pursuant to the provisions of Assurance 4:
NOW THEREFORE, the U.S. Department of Transportation as authorized by law and upon the condition that the recipient will accept title to the lands and maintain the project constructed thereon in accordance with Title 23 U.S.C., the regulations for the administration of the preceding statute, and the policies and procedures prescribed by the FHWA of the U.S. Department of Transportation in accordance and in compliance with all requirements imposed by Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non-discrimination in Federally-assisted programs of the U.S. Department of Transportation pertaining to and effectuating the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252; 42 U.S.C. § 2000d to 2000d-4), does hereby remise, release, quitclaim and convey unto the recipient all the right, title and interest of the U.S. Department of Transportation in and to said lands described in Exhibit A attached hereto and made a part hereof.
(HABENDUM CLAUSE)
TO HAVE AND TO HOLD said lands and interests therein unto the recipient and its successors forever, subject, however, to the covenants, conditions, restrictions and reservations herein contained as follows, which will remain in effect for the period during which the real property or structures are used for a purpose for which Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits and will be binding on the recipient, its successors and assigns. The recipient, in consideration of the conveyance of said lands and interest in lands, does hereby covenant and agree as a covenant running with the land for itself, its successors and assigns, that (1) no person will on the grounds of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination with regard to any facility located wholly or in part on, over, or under such lands hereby conveyed [,] [and]* (2) that the recipient will use the lands and interests in lands and interest in lands so conveyed, in compliance with all requirements imposed by or pursuant to Title 49, Code of Federal Regulations, U.S. Department of Transportation, Subtitle A, Office of the Secretary, Part 21, Non- discrimination in Federally-assisted programs of the U.S. Department of Transportation, Effectuation of Title VI of the Civil Rights Act of 1964, and as said Regulations and Acts may be amended[, and (3) that in the event of breach of any of the above-mentioned non-discrimination conditions, the Department will have a right to enter or re-enter said lands and facilities on said lands, and that above described land and facilities will thereon revert to and vest in and become the absolute property of the U.S. Department of Transportation and its assigns as such interest existed prior to this instruction].*
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary in order to make clear the purpose of Title VI.)
APPENDIX C
CLAUSES FOR TRANSFER OF REAL PROPERTY ACQUIRED OR IMPROVED UNDER THE
ACTIVITY, FACILITY, OR PROGRAM
The following clauses will be included in deeds, licenses, leases, permits, or similar instruments entered into by the recipient pursuant to the provisions of Assurance 7(a):
A. The (grantee, lessee, permittee, etc. as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest, and assigns, as a part of the consideration hereof, does hereby covenant and agree [in the case of deeds and leases add “as a covenant running with the land”] that:
1. In the event facilities are constructed, maintained, or otherwise operated on the property described in this (deed, license, lease, permit, etc.) for a purpose for which a U.S. Department of Transportation Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
activity, facility, or program is extended or for another purpose involving the provision of similar services or benefits, the (grantee, licensee, lessee, permittee, etc.) will maintain and operate such facilities and services in compliance with all requirements imposed by the Acts and Regulations (as may be amended) such that no person on the grounds of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities.
B. With respect to licenses, leases, permits, etc., in the event of breach of any of the above Non- discrimination covenants, the recipient will have the right to terminate the (lease, license, permit, etc.) and to enter, re-enter, and repossess said lands and facilities thereon, and hold the same as if the (lease, license, permit, etc.) had never been made or issued.*
C. With respect to a deed, in the event of breach of any of the above Non-discrimination covenants, the recipient will have the right to enter or re-enter the lands and facilities thereon, and the above described lands and facilities will there upon revert to and vest in and become the absolute property of the recipient and its assigns.*
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)
APPENDIX D
CLAUSES FOR CONSTRUCTION/USE/ACCESS TO REAL PROPERTY ACQUIRED UNDER THE
ACTIVITY, FACILITY OR PROGRAM
The following clauses will be included in deeds, licenses, permits, or similar instruments/agreements entered into by the recipient pursuant to the provisions of Assurance 7(b):
A. The (grantee, licensee, permittee, etc., as appropriate) for himself/herself, his/her heirs, personal representatives, successors in interest ,and assigns, as a part of the consideration hereof, does hereby covenant and agree (in the case of deeds and leases add, “as a covenant running with the land”) that (1) no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits of, or be otherwise subjected to discrimination in the use of said facilities, (2) that in the construction of any improvements on, over, or under such land, and the furnishings of services thereon, no person on the ground of race, color, or national origin, will be excluded from participation in, denied the benefits or, or otherwise be subjected to discrimination, (3) that the (grantee, licensee, lessee, permittee, etc.) will use the premises in compliance with all other requirements imposed by or pursuant to the Acts and Regulations, as amended, set forth in this Assurance.
B. With respect to (licenses, leases, permits, etc.) in the event of breach of any of the above of the above Non-discrimination covenants, the recipient will have the right to terminate the (license, permits, etc., as appropriate) and to enter or re-enter and repossess said land and the facilities thereon, and hold the same as if said (license, permit, etc., as appropriate) had never been made or issued.* C. With respect to deeds, in the event of breach of any of the above Non-discrimination covenants, the recipient will there upon revert to and vest in and become the absolute property of the recipient and its assigns.
(*Reverter clause and related language to be used only when it is determined that such a clause is necessary to make clear the purpose of Title VI.)
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
APPENDIX E
During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the “contractor”) agrees to comply with the following non- discrimination statutes and authorities, including, but not limited to:
Pertinent Non-Discrimination Authorities:
• Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), prohibits discrimination on the basis of race, color, national origin); and 49 CFR Part 21. • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects);
• Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), prohibits discrimination on the basis of sex; • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CR Part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), prohibits discrimination on the basis of age);
• Airport and Airway Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms “programs or activities” to include all of the programs or activities of the Federal-aid recipients, sub-recipients and contractors, whether such programs or activities are Federally funded or not);
• Titles II and III of the Americans with Disabilities Act, which prohibit discrimination of the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 – 12189) as implemented by Department of Transportation regulations 49 C.F.R. parts 37 and 38;
• The Federal Aviation Administration’s Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low - Income Populations, which ensures discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations;
• Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq).
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
Federal Trainee Program Special Provisions
[to be used when applicable]
14. FEDERAL TRAINEE PROGRAM
For the Federal training program, the number of trainees or apprentices is .
This section applies if a number of trainees or apprentices is shown on the Notice of Bidders.
As part of the prime contractor’s equal opportunity affirmative action program, provide on- the-job training to develop full journeymen in the types of trades or job classifications involved.
The prime contractor has primary responsibility for meeting this training requirement.
If the prime contractor subcontracts a contract part, they shall determine how many trainees or apprentices are to be trained by the subcontractor. Include these training requirements in each subcontract.
Where feasible, 25 percent of apprentices or trainees in each occupation must be in their 1st year of apprenticeship or training.
Distribute the number of apprentices or trainees among the work classifications on the basis of the prime contractor’s needs and the availability of journeymen in the various classifications within a reasonable recruitment area.
Before starting work, the prime contractor shall submit to the City/County of :
1. Number of apprentices or trainees to be trained for each classification
2. Training program to be used
3. Training starting date for each classification
The prime contractor shall obtain the City/County of approval for this submitted information before the prime contractor starts work. The City/County of credits the prime contractor for each apprentice or trainee the prime contractor employs on the job who is currently enrolled or becomes enrolled in an approved program.
The primary objective of this section is to train and upgrade minorities and women toward journeym an status.
The prime contractor shall make every effort to enroll minority and women apprentices or trainees, such as conducting systematic and direct recruitment through public and private sources likely to yield minority and women apprentices or trainees, to the extent they are available within a reasonable recruitment area and s how that they have made the efforts. In making these efforts, the prime contractor shall not discriminate against any applicant for training.
The prime contractor shall not employ as an apprentice or trainee an employee:
1. In any classification in which the employee has successfully completed a training course leading to journeyman status or in which the employee has been employed as a journeyman
2. Who is not registered in a program approved by the US Department of Labor, Bureau of Apprenticeship and Training
The prime contractor shall ask the employee if the employee has successfully completed a training course leading to journeyman status or has been employed as a journeyman. The prime contractor’s records must show the employee's answers to the questions.
In the training program, the prime contractor shall establish the minimum length and training type for each classification. The City/County of and FHWA approves a program if one of the following is met:
1. It is calculated to:
• Meet the equal employment opportunity responsibilities • Qualify the average apprentice or trainee for journeyman status in the classification involved by the end of the training period
2. It is registered with the U.S. Department of Labor, Bureau of Apprenticeship and Training, and it is administered in a way consistent with the equal employment responsibilities of Federal-aid highway construction contracts
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
The prime contractor shall obtain the State's approval for their training program before they start work involving the classification covered by the program.
The prime contractor shall provide training in the construction crafts, not in clerk -typist or secretarial-type positions. Training is allowed in lower-level management positions such as office engineers, estimators, and timekeepers if the training is oriented toward construction applications. Training is allowed in the laborer classification if significant and meaningful training is provided and approved by the division office. Off -site training is allowed if the training is an integral part of an approved training program and does not make up a significant part of the overall training.
The City/County of reimburses the prime contractor 80 cents per hour of training given an employee on this contract under an approved training program:
1. For on-site training
2. For off-site training if the apprentice or trainee is currently employed on a Federal-aid project and prime contractor does at least one of the following:
a. Contribute to the cost of the training
b. Provide the instruction to the apprentice or trainee c. Pay the apprentice's or trainee's wages during the off-site training period
3. If the prime contractor complies with this section.
Each apprentice or trainee must:
1. Begin training on the project as soon as feasible after the start of work involving the apprentice's or trainee's skill
2. Remain on the project as long as training opportunities exist in the apprentice's or trainee's work classification or until the apprentice or trainee has completed the training program Furnish the apprentice or trainee a:
1. Copy of the training plan approved by the U.S, Department of Labor or a training plan for trainees approved by both Caltrans and FHWA
2. Certification showing the type and length of training satisfactorily completed Maintain records and submit reports documenting contractor’s performance under this section.
15. PROHIBITION OF CERTAIN TELECOMMUNICATIONS AND VIDEO SURVEILLANCE EQUIPMENT AND
SERVICES
In response to significant national security concerns, the agency shall check the prohibited vendor list before making any telecommunications and video surveillance purchase because recipients and subrecipients of federal funds are prohibited from obligating or expending loan or grant funds to:
• Procure or obtain;
• Extend or renew a contract to procure or obtain; or
• Enter into a contract (or extend or renew a contract) to procure or obtain equipment, services, or systems that uses covered telecommunications equipment or services as a substantial or essential component of any system, or as critical technology as part of any system.
The prohibited vendors (and their subsidiaries or affiliates) are:
• Huawei Technologies Company;
• ZTE Corporation;
• Hytera Communications Corporation;
• Hangzhou Hikvision Digital Technology Company;
• Dahua Technology Company; and
• Subsidiaries or affiliates of the above-mentioned companies.
In implementing the prohibition, the agency administering loan, grant, or subsidy programs shall prioritize available funding and technical support to assist affected businesses, institutions and organizations as is reasonably necessary for those affected entities to transition from covered communications equipment and services, to procure replacement equipment and services, and to ensure that communications service to users Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Office Bulletin #25-07 R3
and customers is sustained.
The contractors should furnish telecommunications and video surveillance equipment with a certificate of compliance. The certificate must state telecommunications and video surveillance equipment was not procured or obtained from manufacturers identified in the above list. 1 FHWA-1273 – Revised October 23, 2023
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
I. General
II. Nondiscrimination
III. Non- segregated Facilities
IV. Davis-Bacon and Related Act Provisions
V. Contract Work Hours and Safety Standards Act
Provisions
VI. Subletting or Assigning the Contract
VII. Safety: Accident Prevention
VIII. False Statements Concerning Highway Projects
IX. Implementation of Clean Air Act and Federal Water
Pollution Control Act
X. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion
XI. Certification Regarding Use of Contract Funds for
Lobbying
XII. Use of United States-Flag Vessels:
ATTACHMENTS
A. Employment and Materials Preference for Appalachian
Development Highway System or Appalachian Local Access
Road Contracts (included in Appalachian contracts only)
I. GENERAL
1. Form FHWA-1273 must be physically incorporated in each construction contract funded under title 23, United States Code, as required in 23 CFR 633.102(b) (excluding
emergency contracts solely intended for debris removal). The contractor (or subcontractor) must insert this form in each subcontract and further require its inclusion in all lower tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services). 23 CFR 633.102(e).
The applicable requirements of Form FHWA-1273 are
incorporated by reference for work done under any purchase order, rental agreement or agreement for other services. The prime contractor shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider. 23 CFR 633.102(e).
Form FHWA-1273 must be included in all Federal-aid design- build contracts, in all subcontracts and in lower tier
subcontracts (excluding subcontracts for design services, purchase orders, rental agreements and other agreements for supplies or services) in accordance with 23 CFR 633.102. The design-builder shall be responsible for compliance by any subcontractor, lower-tier subcontractor or service provider.
Contracting agencies may reference Form FHWA-1273 in
solicitation-for-bids or request-for-proposals documents, however, the Form FHWA-1273 must be physically
incorporated (not referenced) in all contracts, subcontracts and lower-tier subcontracts (excluding purchase orders, rental agreements and other agreements for supplies or services related to a construction contract). 23 CFR 633.102(b).
2. Subject to the applicability criteria noted in the following sections, these contract provisions shall apply to all work performed on the contract by the contractor's own organization and with the assistance of workers under the contractor's immediate superintendence and to all work performed on the contract by piecework, station work, or by subcontract. 23 CFR 633.102(d).
3. A breach of any of the stipulations contained in these Required Contract Provisions may be sufficient grounds for withholding of progress payments, withholding of final
payment, termination of the contract, suspension / debarment or any other action determined to be appropriate by the contracting agency and FHWA.
4. Selection of Labor: During the performance of this contract, the contractor shall not use convict labor for any purpose within the limits of a construction project on a Federal-aid highway unless it is labor performed by convicts who are on parole, supervised release, or probation. 23 U.S.C. 114(b).
The term Federal-aid highway does not include roadways
functionally classified as local roads or rural minor collectors. 23 U.S.C. 101(a).
II. NONDISCRIMINATION (23 CFR 230.107(a); 23 CFR Part
230, Subpart A, Appendix A; EO 11246)
The provisions of this section related to 23 CFR Part 230, Subpart A, Appendix A are applicable to all Federal-aid construction contracts and to all related construction
subcontracts of $10,000 or more. The provisions of 23 CFR Part 230 are not applicable to material supply, engineering, or architectural service contracts.
In addition, the contractor and all subcontractors must comply with the following policies: Executive Order 11246, 41 CFR Part 60, 29 CFR Parts 1625-1627, 23 U.S.C. 140, Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633.
The contractor and all subcontractors must comply with: the requirements of the Equal Opportunity Clause in 41 CFR 60-
1.4(b) and, for all construction contracts exceeding $10,000, the Standard Federal Equal Employment Opportunity
Construction Contract Specifications in 41 CFR 60-4.3.
Note: The U.S. Department of Labor has exclusive authority to determine compliance with Executive Order 11246 and the policies of the Secretary of Labor including 41 CFR Part 60, and 29 CFR Parts 1625-1627. The contracting agency and the FHWA have the authority and the responsibility to ensure compliance with 23 U.S.C. 140, Section 504 of the
Rehabilitation Act of 1973, as amended (29 U.S.C. 794), and Title VI of the Civil Rights Act of 1964, as amended (42 U.S.C. 2000d et seq.), and related regulations including 49 CFR Parts 21, 26, and 27; and 23 CFR Parts 200, 230, and 633.
The following provision is adopted from 23 CFR Part 230, Subpart A, Appendix A, with appropriate revisions to conform to the U.S. Department of Labor (US DOL) and FHWA
requirements.
2 1. Equal Employment Opportunity: Equal Employment
Opportunity (EEO) requirements not to discriminate and to take affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (see 28 CFR Part 35, 29 CFR Part 1630, 29 CFR Parts 1625-1627, 41 CFR Part 60 and 49 CFR Part 27) and orders of the Secretary of Labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140, shall constitute the EEO and specific affirmative action standards for the contractor's project activities under this contract. The provisions of the Americans with Disabilities Act of 1990 (42 U.S.C. 12101 et seq.) set forth under 28 CFR Part 35 and 29 CFR Part 1630 are incorporated by reference in this contract. In the execution of this contract, the contractor agrees to comply with the following minimum specific requirement activities of EEO:
a. The contractor will work with the contracting agency and the Federal Government to ensure that it has made every good faith effort to provide equal opportunity with respect to all of its terms and conditions of employment and in their review of activities under the contract. 23 CFR 230.409 (g)(4) & (5).
b. The contractor will accept as its operating policy the following statement:
"It is the policy of this Company to assure that applicants are employed, and that employees are treated during
employment, without regard to their race, religion, sex, sexual orientation, gender identity, color, national origin, age or disability. Such action shall include: employment,
upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including
apprenticeship, pre-apprenticeship, and/or on-the-job
training."
2. EEO Officer: The contractor will designate and make known to the contracting officers an EEO Officer who will have the responsibility for and must be capable of effectively administering and promoting an active EEO program and who must be assigned adequate authority and responsibility to do so.
3. Dissemination of Policy: All members of the contractor's staff who are authorized to hire, supervise, promote, and discharge employees, or who recommend such action or are substantially involved in such action, will be made fully cognizant of and will implement the contractor's EEO policy and contractual responsibilities to provide EEO in each grade and classification of employment. To ensure that the above agreement will be met, the following actions will be taken as a minimum:
a. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six months, at which time the contractor's EEO policy and its implementation will be
reviewed and explained. The meetings will be conducted by the EEO Officer or other knowledgeable company official.
b. All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their reporting for duty with the contractor.
c. All personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minorities and women.
d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accessible to employees, applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to
implement such policy will be brought to the attention of employees by means of meetings, employee handbooks, or
other appropriate means.
4. Recruitment: When advertising for employees, the
contractor will include in all advertisements for employees the notation: "An Equal Opportunity Employer." All such
advertisements will be placed in publications having a large circulation among minorities and women in the area from which the project work force would normally be derived.
a. The contractor will, unless precluded by a valid
bargaining agreement, conduct systematic and direct
recruitment through public and private employee referral sources likely to yield qualified minorities and women. To meet this requirement, the contractor will identify sources of potential minority group employees and establish with such identified sources procedures whereby minority and women applicants may be referred to the contractor for employment consideration.
b. In the event the contractor has a valid bargaining
agreement providing for exclusive hiring hall referrals, the contractor is expected to observe the provisions of that agreement to the extent that the system meets the contractor's compliance with EEO contract provisions. Where
implementation of such an agreement has the effect of
discriminating against minorities or women, or obligates the contractor to do the same, such implementation violates Federal nondiscrimination provisions.
c. The contractor will encourage its present employees to refer minorities and women as applicants for employment.
Information and procedures with regard to referring such applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and
employee benefits shall be established and administered, and personnel actions of every type, including hiring, upgrading, promotion, transfer, demotion, layoff, and termination, shall be taken without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, age or disability.
The following procedures shall be followed:
a. The contractor will conduct periodic inspections of project sites to ensure that working conditions and employee facilities do not indicate discriminatory treatment of project site personnel.
b. The contractor will periodically evaluate the spread of wages paid within each classification to determine any
evidence of discriminatory wage practices.
c. The contractor will periodically review selected personnel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such corrective action shall include all affected persons.
d. The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with its obligations under this contract, will attempt to resolve such complaints, and will take appropriate corrective action
3 within a reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, such corrective action shall include such other persons. Upon completion of each investigation, the contractor will inform every complainant of all of their avenues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and increasing the skills of minorities and women who are
applicants for employment or current employees. Such efforts should be aimed at developing full journey level status employees in the type of trade or job classification involved.
b. Consistent with the contractor's work force requirements and as permissible under Federal and State regulations, the contractor shall make full use of training programs (i.e., apprenticeship and on-the-job training programs for the geographical area of contract performance). In the event a special provision for training is provided under this contract, this subparagraph will be superseded as indicated in the special provision. The contracting agency may reserve
training positions for persons who receive welfare assistance in accordance with 23 U.S.C. 140(a).
c. The contractor will advise employees and applicants for employment of available training programs and entrance
requirements for each.
d. The contractor will periodically review the training and promotion potential of employees who are minorities and women and will encourage eligible employees to apply for such training and promotion.
7. Unions: If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use good faith efforts to obtain the cooperation of such unions to increase opportunities for minorities and women. 23 CFR 230.409. Actions by the contractor, either directly or through a contractor's association acting as agent, will include the procedures set forth below:
a. The contractor will use good faith efforts to develop, in cooperation with the unions, joint training programs aimed toward qualifying more minorities and women for membership in the unions and increasing the skills of minorities and women so that they may qualify for higher paying employment.
b. The contractor will use good faith efforts to incorporate an EEO clause into each union agreement to the end that such union will be contractually bound to refer applicants without regard to their race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability.
c. The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information is within the exclusive possession of the labor union and such labor union refuses to furnish such information to the contractor, the contractor shall so certify to the contracting agency and shall set forth what efforts have been made to obtain such information.
d. In the event the union is unable to provide the contractor with a reasonable flow of referrals within the time limit set forth in the collective bargaining agreement, the contractor will, through independent recruitment efforts, fill the employment vacancies without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability; making full efforts to obtain qualified and/or qualifiable minorities and women. The failure of a union to provide sufficient referrals (even though it is obligated to provide exclusive referrals under the terms of a collective bargaining agreement) does not relieve the contractor from the
requirements of this paragraph. In the event the union referral practice prevents the contractor from meeting the obligations pursuant to Executive Order 11246, as amended, and these special provisions, such contractor shall immediately notify the contracting agency.
8. Reasonable Accommodation for Applicants /
Employees with Disabilities: The contractor must be familiar with the requirements for and comply with the Americans with Disabilities Act and all rules and regulations established thereunder. Employers must provide reasonable
accommodation in all employment activities unless to do so would cause an undue hardship.
9. Selection of Subcontractors, Procurement of Materials and Leasing of Equipment: The contractor shall not
discriminate on the grounds of race, color, religion, sex, sexual orientation, gender identity, national origin, age, or disability in the selection and retention of subcontractors, including procurement of materials and leases of equipment. The
contractor shall take all necessary and reasonable steps to ensure nondiscrimination in the administration of this contract.
a. The contractor shall notify all potential subcontractors, suppliers, and lessors of their EEO obligations under this contract.
b. The contractor will use good faith efforts to ensure subcontractor compliance with their EEO obligations.
10. Assurances Required :
a. The requirements of 49 CFR Part 26 and the State
DOT’s FHWA-approved Disadvantaged Business Enterprise
(DBE) program are incorporated by reference.
b.
The contractor, subrecipient or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT-assisted contracts. Failure by the contractor 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:
(1) Withholding monthly progress payments;
(2) Assessing sanctions;
(3) Liquidated damages; and/or
(4) Disqualifying the contractor from future bidding as non- responsible.
c. The Title VI and nondiscrimination provisions of U.S.
DOT Order 1050.2A at Appendixes A and E are incorporated by reference. 49 CFR Part 21.
11. Records and Reports: The contractor shall keep such records as necessary to document compliance with the EEO requirements. Such records shall be retained for a period of three years following the date of the final payment to the contractor for all contract work and shall be available at reasonable times and places for inspection by authorized representatives of the contracting agency and the FHWA.
a. The records kept by the contractor shall document the following:
4 (1) The number and work hours of minority and non-
minority group members and women employed in each work
classification on the project;
(2) The progress and efforts being made in cooperation
with unions, when applicable, to increase employment
opportunities for minorities and women; and
(3) The progress and efforts being made in locating, hiring, training, qualifying, and upgrading minorities and women.
b. The contractors and subcontractors will submit an annual report to the contracting agency each July for the duration of the project indicating the number of minority, women, and non- minority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form FHWA-1391. The staffing data should represent the project work force on board in all or any part of the last payroll period preceding the end of July. If on-the-job training is being required by special provision, the contractor will be required to collect and report training data. The employment data should reflect the work force on board during all or any part of the last payroll period preceding the end of July.
III. NONSEGREGATED FACILITIES
This provision is applicable to all Federal-aid construction contracts and to all related construction subcontracts of more than $10,000. 41 CFR 60-1.5.
As prescribed by 41 CFR 60-1.8, the contractor must ensure that facilities provided for employees are provided in such a manner that segregation on the basis of race, color, religion, sex, sexual orientation, gender identity, or national origin cannot result. The contractor may neither require such segregated use by written or oral policies nor tolerate such use by employee custom. The contractor's obligation extends further to ensure that its employees are not assigned to perform their services at any location under the contractor's control where the facilities are segregated. The term "facilities" includes waiting rooms, work areas, restaurants and other eating areas, time clocks, restrooms, washrooms, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas,
transportation, and housing provided for employees. The contractor shall provide separate or single-user restrooms and necessary dressing or sleeping areas to assure privacy
between sexes.
IV. DAVIS-BACON AND RELATED ACT PROVISIONS
This section is applicable to all Federal-aid construction projects exceeding $2,000 and to all related subcontracts and lower-tier subcontracts (regardless of subcontract size), in accordance with 29 CFR 5.5. The requirements apply to all projects located within the right-of-way of a roadway that is functionally classified as Federal-aid highway. 23 U.S.C. 113.
This excludes roadways functionally classified as local roads or rural minor collectors, which are exempt. 23 U.S.C. 101.
Where applicable law requires that projects be treated as a project on a Federal-aid highway, the provisions of this subpart will apply regardless of the location of the project. Examples include: Surface Transportation Block Grant Program projects funded under 23 U.S.C. 133 [excluding recreational trails projects], the Nationally Significant Freight and Highway Projects funded under 23 U.S.C. 117, and National Highway Freight Program projects funded under 23 U.S.C. 167.
The following provisions are from the U.S. Department of Labor regulations in 29 CFR 5.5 “Contract provisions and related matters” with minor revisions to conform to the FHWA- 1273 format and FHWA program requirements.
1. Minimum wages (29 CFR 5.5)
a. Wage rates and fringe benefits. All laborers and
mechanics employed or working upon the site of the work (or otherwise working in construction or development of the project under a development statute), will be paid
unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account
(except such payroll deductions as are permitted by
regulations issued by the Secretary of Labor under the
Copeland Act (29 CFR part 3)), the full amount of basic hourly wages and bona fide fringe benefits (or cash equivalents thereof) due at time of payment computed at rates not less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the contractor and such laborers and mechanics. As provided in paragraphs (d) and (e) of 29 CFR 5.5, the appropriate wage determinations are effective by operation of law even if they have not been attached to the contract. Contributions made or costs reasonably anticipated for bona fide fringe benefits under the Davis-Bacon Act (40 U.S.C. 3141(2)(B)) on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.e. of this section; also, regular contributions made or costs incurred for more than a weekly period (but not less often than quarterly) under plans, funds, or programs which cover the particular weekly period, are
deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics must be paid the appropriate wage rate and fringe benefits on the wage
determination for the classification(s) of work actually performed, without regard to skill, except as provided in paragraph 4. of this section. Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided, That the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classifications and wage rates conformed under paragraph 1.c. of this section) and the Davis-Bacon poster (WH–1321) must be posted at all times by the contractor and its subcontractors at the site of the work in a prominent and accessible place where it can be easily seen by the workers. b. Frequently recurring classifications. (1) In addition to wage and fringe benefit rates that have been determined to be prevailing under the procedures set forth in 29 CFR part 1, a wage determination may contain, pursuant to § 1.3(f), wage and fringe benefit rates for classifications of laborers and mechanics for which conformance requests are regularly
submitted pursuant to paragraph 1.c. of this section, provided that:
(i) The work performed by the classification is not
performed by a classification in the wage determination for which a prevailing wage rate has been determined;
5 (ii) The classification is used in the area by the
construction industry; and
(iii) The wage rate for the classification bears a reasonable relationship to the prevailing wage rates contained in the wage determination.
(2) The Administrator will establish wage rates for such classifications in accordance with paragraph 1.c.(1)(iii) of this section. Work performed in such a classification must be paid at no less than the wage and fringe benefit rate listed on the wage determination for such classification.
c. Conformance. (1) The contracting officer must require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract be classified in conformance with the wage determination. Conformance of an additional
classification and wage rate and fringe benefits is appropriate only when the following criteria have been met:
(i) The work to be performed by the classification
requested is not performed by a classification in the wage determination; and
(ii) The classification is used in the area by the
construction industry; and
(iii) The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the wage determination.
(2) The conformance process may not be used to split,
subdivide, or otherwise avoid application of classifications listed in the wage determination.
(3) If the contractor and the laborers and mechanics to be employed in the classification (if known), or their
representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken will be sent by the contracting officer by email to [email protected]. The Administrator, or an
authorized representative, will approve, modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
(4) In the event the contractor, the laborers or mechanics to be employed in the classification or their representatives, and the contracting officer do not agree on the proposed
classification and wage rate (including the amount designated for fringe benefits, where appropriate), the contracting officer will, by email to [email protected], refer the
questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized
representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30–day period that additional time is necessary.
(5) The contracting officer must promptly notify the
contractor of the action taken by the Wage and Hour Division under paragraphs 1.c.(3) and (4) of this section. The contractor must furnish a written copy of such determination to each affected worker or it must be posted as a part of the wage determination. The wage rate (including fringe benefits where appropriate) determined pursuant to paragraph 1.c.(3) or (4) of this section must be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification.
d. Fringe benefits not expressed as an hourly rate.
Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate, the contractor may either pay the benefit as stated in the wage determination or may pay another bona fide fringe benefit or an hourly cash equivalent thereof.
e. Unfunded plans. If the contractor does not make
payments to a trustee or other third person, the contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program, Provided, That the Secretary of Labor has found, upon the written request of the contractor, in accordance with the criteria set forth in § 5.28, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the
contractor to set aside in a separate account assets for the meeting of obligations under the plan or program.
f. Interest. In the event of a failure to pay all or part of the wages required by the contract, the contractor will be required to pay interest on any underpayment of wages.
2. Withholding (29 CFR 5.5)
a. Withholding requirements. The contracting agency may, upon its own action, or must, upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be considered
necessary to satisfy the liabilities of the prime contractor or any subcontractor for the full amount of wages and monetary relief, including interest, required by the clauses set forth in this section for violations of this contract, or to satisfy any such liabilities required by any other Federal contract, or federally assisted contract subject to Davis-Bacon labor standards, that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to Davis-Bacon labor standards requirements and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the contractor liability for which the funds were withheld. In the event of a
contractor's failure to pay any laborer or mechanic, including any apprentice or helper working on the site of the work all or part of the wages required by the contract, or upon the contractor's failure to submit the required records as discussed in paragraph 3.d. of this section, the contracting agency may on its own initiative and after written notice to the contractor, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds until such violations have ceased.
b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with paragraph
6 2.a. of this section or Section V, paragraph 3.a., or both, over claims to those funds by:
(1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.
3. Records and certified payrolls (29 CFR 5.5)
a. Basic record requirements (1) Length of record retention.
All regular payrolls and other basic records must be
maintained by the contractor and any subcontractor during the course of the work and preserved for all laborers and
mechanics working at the site of the work (or otherwise working in construction or development of the project under a development statute) for a period of at least 3 years after all the work on the prime contract is completed.
(2) Information required. Such records must contain the name; Social Security number; last known address, telephone number, and email address of each such worker; each
worker's correct classification(s) of work actually performed; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act); daily and weekly number of hours actually worked in total and on each covered contract; deductions made; and actual wages paid.
(3) Additional records relating to fringe benefits. Whenever the Secretary of Labor has found under paragraph 1.e. of this section that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in 40 U.S.C. 3141(2)(B) of the Davis-Bacon Act, the contractor must
maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits.
(4) Additional records relating to apprenticeship. Contractors with apprentices working under approved programs must
maintain written evidence of the registration of apprenticeship programs, the registration of the apprentices, and the ratios and wage rates prescribed in the applicable programs.
b. Certified payroll requirements (1) Frequency and method of submission. The contractor or subcontractor must submit weekly, for each week in which any DBA- or Related Acts- covered work is performed, certified payrolls to the contracting agency. The prime contractor is responsible for the submission of all certified payrolls by all subcontractors. A contracting agency or prime contractor may permit or require contractors to submit certified payrolls through an electronic system, as long as the electronic system requires a legally valid electronic signature; the system allows the contractor, the contracting agency, and the Department of Labor to access the certified payrolls upon request for at least 3 years after the work on the prime contract has been completed; and the contracting
agency or prime contractor permits other methods of
submission in situations where the contractor is unable or limited in its ability to use or access the electronic system. (2) Information required. The certified payrolls submitted must set out accurately and completely all of the information required to be maintained under paragraph 3.a.(2) of this section, except that full Social Security numbers and last known addresses, telephone numbers, and email addresses must not be included on weekly transmittals. Instead, the certified payrolls need only include an individually identifying number for each worker ( e.g., the last four digits of the worker's Social Security number). The required weekly
certified payroll information may be submitted using Optional Form WH–347 or in any other format desired. Optional Form WH–347 is available for this purpose from the Wage and Hour Division website at https://www.dol.gov/sites/dolgov/files/WHD/ legacy/files/wh347/.pdf or its successor website. It is not a violation of this section for a prime contractor to require a subcontractor to provide full Social Security numbers and last known addresses, telephone numbers, and email addresses to the prime contractor for its own records, without weekly submission by the subcontractor to the contracting agency. (3) Statement of Compliance. Each certified payroll
submitted must be accompanied by a “Statement of
Compliance,” signed by the contractor or subcontractor, or the contractor's or subcontractor's agent who pays or supervises the payment of the persons working on the contract, and must certify the following:
(i) That the certified payroll for the payroll period contains the information required to be provided under paragraph 3.b. of this section, the appropriate information and basic records are being maintained under paragraph 3.a. of this section, and such information and records are correct and complete; (ii) That each laborer or mechanic (including each helper and apprentice) working on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set
forth in 29 CFR part 3; and
(iii) That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification(s) of work actually
performed, as specified in the applicable wage determination incorporated into the contract.
(4) Use of Optional Form WH–347. The weekly submission
of a properly executed certification set forth on the reverse side of Optional Form WH–347 will satisfy the requirement for submission of the “Statement of Compliance” required by paragraph 3.b.(3) of this section.
7 (5) Signature. The signature by the contractor,
subcontractor, or the contractor's or subcontractor's agent must be an original handwritten signature or a legally valid electronic signature.
(6) Falsification. The falsification of any of the above certifications may subject the contractor or subcontractor to civil or criminal prosecution under 18 U.S.C. 1001 and 31 U.S.C. 3729.
(7) Length of certified payroll retention. The contractor or subcontractor must preserve all certified payrolls during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
c. Contracts, subcontracts, and related documents. The
contractor or subcontractor must maintain this contract or subcontract and related documents including, without
limitation, bids, proposals, amendments, modifications, and extensions. The contractor or subcontractor must preserve these contracts, subcontracts, and related documents during the course of the work and for a period of 3 years after all the work on the prime contract is completed.
d. Required disclosures and access (1) Required record
disclosures and access to workers. The contractor or
subcontractor must make the records required under
paragraphs 3.a. through 3.c. of this section, and any other documents that the contracting agency, the State DOT, the FHWA, or the Department of Labor deems necessary to
determine compliance with the labor standards provisions of any of the applicable statutes referenced by § 5.1, available for inspection, copying, or transcription by authorized
representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and must permit such
representatives to interview workers during working hours on the job.
(2) Sanctions for non-compliance with records and worker access requirements. If the contractor or subcontractor fails to submit the required records or to make them available, or refuses to permit worker interviews during working hours on the job, the Federal agency may, after written notice to the contractor, sponsor, applicant, owner, or other entity, as the case may be, that maintains such records or that employs such workers, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available, or to permit worker interviews during working hours on the job, may be grounds for debarment action pursuant to § 5.12. In addition, any contractor or other person that fails to submit the required records or make those records available to WHD within the time WHD requests that the records be produced will be
precluded from introducing as evidence in an administrative proceeding under 29 CFR part 6 any of the required records that were not provided or made available to WHD. WHD will take into consideration a reasonable request from the
contractor or person for an extension of the time for
submission of records. WHD will determine the
reasonableness of the request and may consider, among other things, the location of the records and the volume of
production.
(3) Required information disclosures. Contractors and
subcontractors must maintain the full Social Security number and last known address, telephone number, and email address of each covered worker, and must provide them upon request to the contracting agency, the State DOT, the FHWA, the contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or other compliance action.
4. Apprentices and equal employment opportunity (29 CFR
5.5)
a. Apprentices (1) Rate of pay. Apprentices will be permitted to work at less than the predetermined rate for the work they perform when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Office of Apprenticeship (OA), or with a State Apprenticeship Agency recognized by the OA. A person who is not individually registered in the program, but who has been certified by the OA or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice, will be permitted to work at less than the
predetermined rate for the work they perform in the first 90 days of probationary employment as an apprentice in such a program. In the event the OA or a State Apprenticeship
Agency recognized by the OA withdraws approval of an
apprenticeship program, the contractor will no longer be permitted to use apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
(2) Fringe benefits. Apprentices must be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits, apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification. If the Administrator determines that a different practice prevails for the applicable apprentice classification, fringe benefits must be paid in accordance with that
determination.
(3) Apprenticeship ratio. The allowable ratio of apprentices to journeyworkers on the job site in any craft classification must not be greater than the ratio permitted to the contractor as to the entire work force under the registered program or the ratio applicable to the locality of the project pursuant to paragraph
4.a.(4) of this section. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated in paragraph 4.a.(1) of this section, must be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed.
In addition, any apprentice performing work on the job site in excess of the ratio permitted under this section must be paid not less than the applicable wage rate on the wage
determination for the work actually performed.
(4) Reciprocity of ratios and wage rates. Where a contractor is performing construction on a project in a locality other than the locality in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyworker's hourly rate) applicable within the locality in which the construction is being performed must be observed. If there is no applicable ratio or wage rate for the locality of the project, the ratio and wage rate specified in the contractor's registered program must be observed.
b. Equal employment opportunity. The use of apprentices and journeyworkers under this part must be in conformity with
8 the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
c. Apprentices and Trainees (programs of the U.S. DOT).
Apprentices and trainees working under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promoting EEO in connection with Federal-aid highway construction programs are not
subject to the requirements of paragraph 4 of this Section IV. 23 CFR 230.111(e)(2). The straight time hourly wage rates for apprentices and trainees under such programs will be
established by the particular programs. The ratio of
apprentices and trainees to journeyworkers shall not be greater than permitted by the terms of the particular program.
5. Compliance with Copeland Act requirements. The
contractor shall comply with the requirements of 29 CFR part 3, which are incorporated by reference in this contract as provided in 29 CFR 5.5.
6. Subcontracts. The contractor or subcontractor must insert FHWA-1273 in any subcontracts, along with the applicable wage determination(s) and such other clauses or contract modifications as the contracting agency may by appropriate instructions require, and a clause requiring the subcontractors to include these clauses and wage determination(s) in any lower tier subcontracts. The prime contractor is responsible for the compliance by any subcontractor or lower tier
subcontractor with all the contract clauses in this section. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower-tier subcontractors, and may be subject to debarment, as appropriate. 29 CFR 5.5.
7. Contract termination: debarment. A breach of the
contract clauses in 29 CFR 5.5 may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
8. Compliance with Davis-Bacon and Related Act
requirements. All rulings and interpretations of the Davis- Bacon and Related Acts contained in 29 CFR parts 1, 3, and 5 are herein incorporated by reference in this contract as provided in 29 CFR 5.5.
9. Disputes concerning labor standards. As provided in 29 CFR 5.5, disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
10. Certification of eligibility. a. By entering into this contract, the contractor certifies that neither it nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of 40 U.S.C. 3144(b) or § 5.12(a).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of 40 U.S.C. 3144(b) or § 5.12(a).
c. The penalty for making false statements is prescribed in the U.S. Code, Title 18 Crimes and Criminal Procedure, 18 U.S.C. 1001.
11. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under the DBA, Related Acts, this part, or 29 CFR part 1 or 3;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under the DBA, Related Acts, this part, or 29 CFR part 1 or 3; or
d. Informing any other person about their rights under the DBA, Related Acts, this part, or 29 CFR part 1 or 3.
V. CONTRACT WORK HOURS AND SAFETY STANDARDS
ACT
Pursuant to 29 CFR 5.5(b), the following clauses apply to any Federal-aid construction contract in an amount in excess of $100,000 and subject to the overtime provisions of the
Contract Work Hours and Safety Standards Act. These
clauses shall be inserted in addition to the clauses required by 29 CFR 5.5(a) or 29 CFR 4.6. As used in this paragraph, the terms laborers and mechanics include watchpersons and
guards.
1. Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any
workweek in which he or she is employed on such work to work in excess of forty hours in such workweek unless such laborer or mechanic receives compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in such workweek. 29 CFR
5.5. 2. Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph 1. of this section the contractor and any
subcontractor responsible therefor shall be liable for the unpaid wages and interest from the date of the underpayment.
In addition, such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed with respect to each individual laborer or
9 mechanic, including watchpersons and guards, employed in violation of the clause set forth in paragraph 1. of this section, in the sum currently provided in 29 CFR 5.5(b)(2)* for each calendar day on which such individual was required or
permitted to work in excess of the standard workweek of forty hours without payment of the overtime wages required by the clause set forth in paragraph 1. of this section.
* $31 as of January 15, 2023 (See 88 FR 88 FR 2210) as may be adjusted annually by the Department of Labor, pursuant to the Federal Civil Penalties Inflation Adjustment Act of 1990.
3. Withholding for unpaid wages and liquidated damages
a. Withholding process. The FHWA or the contracting
agency may, upon its own action, or must, upon written
request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor so much of the accrued payments or advances as may be
considered necessary to satisfy the liabilities of the prime contractor or any subcontractor for any unpaid wages;
monetary relief, including interest; and liquidated damages required by the clauses set forth in this section on this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract subject to the Contract Work Hours and Safety Standards Act that is held by the same prime contractor (as defined in § 5.2). The necessary funds may be withheld from the contractor under this contract, any other Federal contract with the same prime contractor, or any other federally assisted contract that is subject to the Contract Work Hours and Safety Standards Act and is held by the same prime contractor, regardless of whether the other contract was awarded or assisted by the same agency, and such funds may be used to satisfy the
contractor liability for which the funds were withheld. b. Priority to withheld funds. The Department has priority to funds withheld or to be withheld in accordance with Section IV paragraph 2.a. or paragraph 3.a. of this section, or both, over claims to those funds by:
(1) A contractor's surety(ies), including without limitation performance bond sureties and payment bond sureties;
(2) A contracting agency for its reprocurement costs;
(3) A trustee(s) (either a court-appointed trustee or a U.S. trustee, or both) in bankruptcy of a contractor, or a contractor's bankruptcy estate;
(4) A contractor's assignee(s);
(5) A contractor's successor(s); or
(6) A claim asserted under the Prompt Payment Act, 31
U.S.C. 3901–3907.
4. Subcontracts. The contractor or subcontractor must insert in any subcontracts the clauses set forth in paragraphs 1. through 5. of this section and a clause requiring the
subcontractors to include these clauses in any lower tier subcontracts. The prime contractor is responsible for
compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1. through 5. In the event of any violations of these clauses, the prime contractor and any subcontractor(s) responsible will be liable for any unpaid wages and monetary relief, including interest from the date of the underpayment or loss, due to any workers of lower- tier subcontractors, and associated liquidated damages and may be subject to debarment, as appropriate.
5. Anti-retaliation. It is unlawful for any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, or to cause any person to discharge, demote, intimidate, threaten, restrain, coerce, blacklist, harass, or in any other manner discriminate against, any worker or job applicant for:
a. Notifying any contractor of any conduct which the worker reasonably believes constitutes a violation of the Contract Work Hours and Safety Standards Act (CWHSSA) or its
implementing regulations in this part;
b. Filing any complaint, initiating or causing to be initiated any proceeding, or otherwise asserting or seeking to assert on behalf of themselves or others any right or protection under CWHSSA or this part;
c. Cooperating in any investigation or other compliance action, or testifying in any proceeding under CWHSSA or this part; or
d. Informing any other person about their rights under
CWHSSA or this part.
VI. SUBLETTING OR ASSIGNING THE CONTRACT
This provision is applicable to all Federal-aid construction contracts on the National Highway System pursuant to 23 CFR 635.116.
1. The contractor shall perform with its own organization contract work amounting to not less than 30 percent (or a greater percentage if specified elsewhere in the contract) of the total original contract price, excluding any specialty items designated by the contracting agency. Specialty items may be performed by subcontract and the amount of any such
specialty items performed may be deducted from the total original contract price before computing the amount of work required to be performed by the contractor's own organization (23 CFR 635.116).
a. The term “perform work with its own organization” in paragraph 1 of Section VI refers to workers employed or leased by the prime contractor, and equipment owned or
rented by the prime contractor, with or without operators.
Such term does not include employees or equipment of a
subcontractor or lower tier subcontractor, agents of the prime contractor, or any other assignees. The term may include payments for the costs of hiring leased employees from an employee leasing firm meeting all relevant Federal and State regulatory requirements. Leased employees may only be
included in this term if the prime contractor meets all of the following conditions: (based on longstanding interpretation)
(1) the prime contractor maintains control over the
supervision of the day-to-day activities of the leased
employees;
(2) the prime contractor remains responsible for the quality of the work of the leased employees;
10 (3) the prime contractor retains all power to accept or exclude individual employees from work on the project; and (4) the prime contractor remains ultimately responsible for the payment of predetermined minimum wages, the
submission of payrolls, statements of compliance and all other Federal regulatory requirements.
b. "Specialty Items" shall be construed to be limited to work that requires highly specialized knowledge, abilities, or equipment not ordinarily available in the type of contracting organizations qualified and expected to bid or propose on the contract as a whole and in general are to be limited to minor components of the overall contract. 23 CFR 635.102.
2. Pursuant to 23 CFR 635.116(a), the contract amount upon which the requirements set forth in paragraph (1) of Section VI is computed includes the cost of material and manufactured products which are to be purchased or produced by the
contractor under the contract provisions.
3. Pursuant to 23 CFR 635.116(c), the contractor shall furnish (a) a competent superintendent or supervisor who is employed by the firm, has full authority to direct performance of the work in accordance with the contract requirements, and is in charge of all construction operations (regardless of who performs the work) and (b) such other of its own organizational resources (supervision, management, and engineering services) as the contracting officer determines is necessary to assure the performance of the contract.
4. No portion of the contract shall be sublet, assigned or otherwise disposed of except with the written consent of the contracting officer, or authorized representative, and such consent when given shall not be construed to relieve the contractor of any responsibility for the fulfillment of the contract. Written consent will be given only after the contracting agency has assured that each subcontract is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. (based on long- standing interpretation of 23 CFR 635.116).
5. The 30-percent self-performance requirement of paragraph (1) is not applicable to design-build contracts; however, contracting agencies may establish their own self-performance requirements. 23 CFR 635.116(d).
VII. SAFETY: ACCIDENT PREVENTION
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.
1. In the performance of this contract the contractor shall comply with all applicable Federal, State, and local laws governing safety, health, and sanitation (23 CFR Part 635).
The contractor shall provide all safeguards, safety devices and protective equipment and take any other needed actions as it determines, or as the contracting officer may determine, to be reasonably necessary to protect the life and health of
employees on the job and the safety of the public and to protect property in connection with the performance of the work covered by the contract. 23 CFR 635.108.
2. It is a condition of this contract, and shall be made a condition of each subcontract, which the contractor enters into pursuant to this contract, that the contractor and any
subcontractor shall not permit any employee, in performance of the contract, to work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined under construction safety and health standards (29 CFR Part 1926) promulgated by the
Secretary of Labor, in accordance with Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704). 29 CFR 1926.10.
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract that the Secretary of Labor or authorized representative thereof, shall have right of entry to any site of contract performance to inspect or investigate the matter of compliance with the construction safety and health standards and to carry out the duties of the Secretary under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 3704).
VIII. FALSE STATEMENTS CONCERNING HIGHWAY
PROJECTS
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts.
In order to assure high quality and durable construction in conformity with approved plans and specifications and a high degree of reliability on statements and representations made by engineers, contractors, suppliers, and workers on Federal- aid highway projects, it is essential that all persons concerned with the project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or misrepresentation with respect to any facts related to the project is a violation of Federal law. To prevent any
misunderstanding regarding the seriousness of these and similar acts, Form FHWA-1022 shall be posted on each
Federal-aid highway project (23 CFR Part 635) in one or more places where it is readily available to all persons concerned with the project:
18 U.S.C. 1020 reads as follows:
"Whoever, being an officer, agent, or employee of the United States, or of any State or Territory, or whoever, whether a person, association, firm, or corporation, knowingly makes any false statement, false representation, or false report as to the character, quality, quantity, or cost of the material used or to be used, or the quantity or quality of the work performed or to be performed, or the cost thereof in connection with the submission of plans, maps, specifications, contracts, or costs of construction on any highway or related project submitted for approval to the Secretary of Transportation; or
Whoever knowingly makes any false statement, false
representation, false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be performed, or materials furnished or to be furnished, in connection with the construction of any highway or related project approved by the Secretary of Transportation; or
Whoever knowingly makes any false statement or false
representation as to material fact in any statement, certificate, or report submitted pursuant to provisions of the Federal-aid Roads Act approved July 11, 1916, (39 Stat. 355), as
amended and supplemented;
Shall be fined under this title or imprisoned not more than 5 years or both."
11 IX. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL
WATER POLLUTION CONTROL ACT (42 U.S.C. 7606; 2
CFR 200.88; EO 11738)
This provision is applicable to all Federal-aid construction contracts in excess of $150,000 and to all related
subcontracts. 48 CFR 2.101; 2 CFR 200.327.
By submission of this bid/proposal or the execution of this contract or subcontract, as appropriate, the bidder, proposer, Federal-aid construction contractor, subcontractor, supplier, or vendor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act, as amended (33 U.S.C. 1251-1387). Violations must be reported to the Federal Highway Administration and the Regional Office of the Environmental Protection Agency. 2 CFR Part 200, Appendix II.
The contractor agrees to include or cause to be included the requirements of this Section in every subcontract, and further agrees to take such action as the contracting agency may direct as a means of enforcing such requirements. 2 CFR 200.327.
X. CERTIFICATION REGARDING DEBARMENT,
SUSPENSION, INELIGIBILITY AND VOLUNTARY
EXCLUSION
This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, consultant contracts or any other covered transaction requiring FHWA approval or that is estimated to cost $25,000 or more – as defined in 2 CFR Parts 180 and 1200. 2 CFR 180.220 and 1200.220.
1. Instructions for Certification – First Tier Participants:
a. By signing and submitting this proposal, the prospective first tier participant is providing the certification set out below.
b. The inability of a person to provide the certification set out below will not necessarily result in denial of participation in this covered transaction. The prospective first tier participant shall submit an explanation of why it cannot provide the certification set out below. The certification or explanation will be considered in connection with the department or agency's determination whether to enter into this transaction. However, failure of the prospective first tier participant to furnish a certification or an explanation shall disqualify such a person from participation in this transaction. 2 CFR 180.320.
c. The certification in this clause is a material representation of fact upon which reliance was placed when the contracting agency determined to enter into this transaction. If it is later determined that the prospective participant knowingly rendered an erroneous certification, in addition to other remedies available to the Federal Government, the contracting agency may terminate this transaction for cause of default. 2 CFR 180.325.
d. The prospective first tier participant shall provide immediate written notice to the contracting agency to whom this proposal is submitted if any time the prospective first tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed
circumstances. 2 CFR 180.345 and 180.350.
e. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900-180.1020, and 1200. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as
subcontractors and suppliers).
f. The prospective first tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred,
suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency entering into this transaction. 2 CFR 180.330.
g. The prospective first tier participant further agrees by submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transactions," provided by the department or contracting agency, entering into this covered transaction, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 180.300.
h. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. 2 CFR 180.300; 180.320, and 180.325. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. 2 CFR 180.335. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/). 2 CFR 180.300, 180.320, and 180.325.
i. Nothing contained in the foregoing shall be construed to require the establishment of a system of records in order to render in good faith the certification required by this clause.
The knowledge and information of the prospective participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
j. Except for transactions authorized under paragraph (f) of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency may terminate this transaction for cause or default. 2 CFR 180.325.
* * * * *
12 2. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion – First Tier
Participants:
a. The prospective first tier participant certifies to the best of its knowledge and belief, that it and its principals:
(1) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.335;.
(2) Have not within a three-year period preceding this proposal been convicted of or had a civil judgment rendered against them for commission of fraud or a criminal offense in connection with obtaining, attempting to obtain, or performing a public (Federal, State, or local) transaction or contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving stolen property, 2 CFR 180.800;
(3) Are not presently indicted for or otherwise criminally or civilly charged by a governmental entity (Federal, State or local) with commission of any of the offenses enumerated in paragraph (a)(2) of this certification, 2 CFR 180.700 and 180.800; and
(4) Have not within a three-year period preceding this application/proposal had one or more public transactions (Federal, State or local) terminated for cause or default. 2 CFR 180.335(d).
(5) Are not a corporation that has been convicted of a felony violation under any Federal law
within the two-year period
preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and
(6) Are not a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and
administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability (USDOT Order 4200.6 implementing appropriations act requirements).
b. Where the prospective participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal. 2 CFR 180.335 and 180.340.
* * * * *
3. Instructions for Certification - Lower Tier Participants:
(Applicable to all subcontracts, purchase orders, and other lower tier transactions requiring prior FHWA approval or estimated to cost $25,000 or more - 2 CFR Parts 180 and 1200). 2 CFR 180.220 and 1200.220.
a. By signing and submitting this proposal, the prospective lower tier participant is providing the certification set out below.
b. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective lower tier participant knowingly rendered an erroneous
certification, in addition to other remedies available to the Federal Government, the department, or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment.
c. The prospective lower tier participant shall provide immediate written notice to the person to which this proposal is submitted if at any time the prospective lower tier participant learns that its certification was erroneous by reason of changed circumstances. 2 CFR 180.365.
d. The terms "covered transaction," "debarred,"
"suspended," "ineligible," "participant," "person," "principal," and "voluntarily excluded," as used in this clause, are defined in 2 CFR Parts 180, Subpart I, 180.900 – 180.1020, and 1200.
You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those
regulations. “First Tier Covered Transactions” refers to any covered transaction between a recipient or subrecipient of Federal funds and a participant (such as the prime or general contract). “Lower Tier Covered Transactions” refers to any covered transaction under a First Tier Covered Transaction (such as subcontracts). “First Tier Participant” refers to the participant who has entered into a covered transaction with a recipient or subrecipient of Federal funds (such as the prime or general contractor). “Lower Tier Participant” refers any participant who has entered into a covered transaction with a First Tier Participant or other Lower Tier Participants (such as subcontractors and suppliers).
e. The prospective lower tier participant agrees by
submitting this proposal that, should the proposed covered transaction be entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized by the department or agency with which this
transaction originated. 2 CFR 1200.220 and 1200.332.
f. The prospective lower tier participant further agrees by submitting this proposal that it will include this clause titled "Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion-Lower Tier Covered Transaction," without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions exceeding the $25,000 threshold. 2 CFR 180.220 and 1200.220.
g. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant is responsible for ensuring that its principals are not suspended, debarred, or otherwise ineligible to participate in covered transactions. To verify the eligibility of its principals, as well as the eligibility of any lower tier prospective participants, each participant may, but is not required to, check the System for Award Management website (https://www.sam.gov/), which is compiled by the General Services Administration. 2 CFR 180.300, 180.320, 180.330, and 180.335.
h. Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render in good faith the certification required by this clause. The knowledge and information of participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.
i. Except for transactions authorized under paragraph e of these instructions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily
13 excluded from participation in this transaction, in addition to other remedies available to the Federal Government, the department or agency with which this transaction originated may pursue available remedies, including suspension and/or debarment. 2 CFR 180.325.
* * * * *
4. Certification Regarding Debarment, Suspension,
Ineligibility and Voluntary Exclusion--Lower Tier
Participants:
a. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals:
(1) is presently debarred, suspended, proposed for
debarment, declared ineligible, or voluntarily excluded from participating in covered transactions by any Federal
department or agency, 2 CFR 180.355;
(2) is a corporation that has been convicted of a felony violation under any Federal law within the two-year period preceding this proposal (USDOT Order 4200.6 implementing appropriations act requirements); and
(3) is a corporation with any unpaid Federal tax liability that has been assessed, for which all judicial and administrative remedies have been exhausted, or have lapsed, and that is not being paid in a timely manner pursuant to an agreement with the authority responsible for collecting the tax liability. (USDOT Order 4200.6 implementing appropriations act
requirements)
b. Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant should attach an explanation to this proposal.
* * * * *
XI. CERTIFICATION REGARDING USE OF CONTRACT
FUNDS FOR LOBBYING
This provision is applicable to all Federal-aid construction contracts and to all related subcontracts which exceed
$100,000. 49 CFR Part 20, App. A.
1. The prospective participant certifies, by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that:
a. No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
b. 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 Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in
connection with this Federal contract, grant, loan, or
cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying," in accordance with its instructions.
2. 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 $10,000 and not more than $100,000 for each such failure.
3. The prospective participant also agrees by submitting its bid or proposal that the participant shall require that the language of this certification be included in all lower tier subcontracts, which exceed $100,000 and that all such
recipients shall certify and disclose accordingly.
XII. USE OF UNITED STATES-FLAG VESSELS:
This provision is applicable to all Federal-aid construction contracts, design-build contracts, subcontracts, lower-tier subcontracts, purchase orders, lease agreements, or any other covered transaction. 46 CFR Part 381.
This requirement applies to material or equipment that is acquired for a specific Federal-aid highway project. 46 CFR 381.7. It is not applicable to goods or materials that come into inventories independent of an FHWA funded-contract.
When oceanic shipments (or shipments across the Great
Lakes) are necessary for materials or equipment acquired for a specific Federal-aid construction project, the bidder, proposer, contractor, subcontractor, or vendor agrees:
1. To utilize privately owned United States-flag commercial vessels to ship at least 50 percent of the gross tonnage (computed separately for dry bulk carriers, dry cargo liners, and tankers) involved, whenever shipping any equipment, material, or commodities pursuant to this contract, to the extent such vessels are available at fair and reasonable rates for United States-flag commercial vessels. 46 CFR 381.7.
2. To furnish within 20 days following the date of loading for shipments originating within the United States or within 30 working days following the date of loading for shipments originating outside the United States, a legible copy of a rated, ‘on-board’ commercial ocean bill-of-lading in English for each shipment of cargo described in paragraph (b)(1) of this section to both the Contracting Officer (through the prime contractor in the case of subcontractor bills-of-lading) and to the Office of Cargo and Commercial Sealift (MAR-620), Maritime
Administration, Washington, DC 20590. (MARAD requires
copies of the ocean carrier's (master) bills of lading, certified onboard, dated, with rates and charges. These bills of lading may contain business sensitive information and therefore may be submitted directly to MARAD by the Ocean Transportation Intermediary on behalf of the contractor). 46 CFR 381.7.
14 ATTACHMENT A - EMPLOYMENT AND MATERIALS
PREFERENCE FOR APPALACHIAN DEVELOPMENT
HIGHWAY SYSTEM OR APPALACHIAN LOCAL ACCESS
ROAD CONTRACTS (23 CFR 633, Subpart B, Appendix B)
This provision is applicable to all Federal-aid projects funded under the Appalachian Regional Development Act of 1965.
1. During the performance of this contract, the contractor undertaking to do work which is, or reasonably may be, done as on-site work, shall give preference to qualified persons who regularly reside in the labor area as designated by the DOL wherein the contract work is situated, or the subregion, or the Appalachian counties of the State wherein the contract work is situated, except:
a. To the extent that qualified persons regularly residing in the area are not available.
b. For the reasonable needs of the contractor to employ supervisory or specially experienced personnel necessary to assure an efficient execution of the contract work.
c. For the obligation of the contractor to offer employment to present or former employees as the result of a lawful collective bargaining contract, provided that the number of nonresident persons employed under this subparagraph (1c) shall not exceed 20 percent of the total number of employees employed by the contractor on the contract work, except as provided in subparagraph (4) below.
2. The contractor shall place a job order with the State Employment Service indicating (a) the classifications of the laborers, mechanics and other employees required to perform the contract work, (b) the number of employees required in each classification, (c) the date on which the participant estimates such employees will be required, and (d) any other pertinent information required by the State Employment
Service to complete the job order form. The job order may be placed with the State Employment Service in writing or by telephone. If during the course of the contract work, the information submitted by the contractor in the original job order is substantially modified, the participant shall promptly notify the State Employment Service.
3. The contractor shall give full consideration to all qualified job applicants referred to him by the State Employment
Service. The contractor is not required to grant employment to any job applicants who, in his opinion, are not qualified to perform the classification of work required.
4. If, within one week following the placing of a job order by the contractor with the State Employment Service, the State Employment Service is unable to refer any qualified job applicants to the contractor, or less than the number
requested, the State Employment Service will forward a
certificate to the contractor indicating the unavailability of applicants. Such certificate shall be made a part of the contractor's permanent project records. Upon receipt of this certificate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate, notwithstanding the provisions of subparagraph (1c) above.
5. The provisions of 23 CFR 633.207(e) allow the
contracting agency to provide a contractual preference for the use of mineral resource materials native to the Appalachian region.
6. The contractor shall include the provisions of Sections 1 through 4 of this Attachment A in every subcontract for work which is, or reasonably may be, done as on-site work.
Amount
Subcontracted
DIR Reg Number
A
A
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Local Assistance Procedures Manual Exhibit 12-B
Bidder’s List of Subcontractors (DBE and Non- DBE)
Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) - Part 1 As of March 1, 2015 Contractors (and sub-contractors) wishing to bid on public works contracts must be registered with the State Division of Industrial Relations and certified to bid on Public Works contracts. Please register at https ://www.dir.ca.gov/Public-Works/Contractor- Registration.html. The local agency will verify registration of all contractors and subcontractors on public works projects at bid and thereafter annually to assure that yearly registration is maintained throughout the life of the project.
In accordance with Title 49, Section 26.11 of the Code of Federal Regulations, and Section 4104 of the Public Contract Code of the State of California, as amended, the following information is required for each sub-contractor who will perform work amounting to more than one half of one percent (0.5%) of the Total Base Bid or $10,000 (whichever is greater).
FEDERAL PROJECT NUMBER:
Photocopy this form for additional f irms.
Subcontractor Name & Location Line Item & Description Subcontract Percentage of Bid Item
Contractor License Number DBE
(Y/N) DBE Cert Number Annual Gross Receipts
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
ge of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
Distribution – Original: Local Agency File; Copy: DLAE w/Award Package
September 2021
CPFL-5346(012)
STPL-5070(044)
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Local Assistance Procedures Manual Exhibit 12-B
Bidder’s List of Subcontractors (DBE and Non- DBE)
Exhibit 12-B: Bidder’s List of Subcontractor (DBE and Non-DBE) - Part 2 In accordance with Title 49, Section 26 of the Code of Federal Regulations, the Bidder shall list all subcontractors who provided a quote or bid but were not selected to p artici
pate as a subcontractor on this project.
FEDERAL PROJECT NUMBER:
Photocopy this form for additional f irms.
Subcontractor Name & Location Line Item & Description Subcontract Amount
Percentage of
Bid Item
Subcontracted
Contractor License N umber DBE
(Y/N) DBE Cert Numb er Annual Gross Receipts
DIR Reg Number
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
e of Firm in
years
NAME < $1 million
< $5 million
< $10 million
City, State < $15 million
Age of Firm in
years
Distribution – Original: Local Agency File; Copy: DLAE w/Award Package
September 2021
CPFL-5346(012)
STPL-5070(044)
APPENDIX E
FEDERAL PREVAILING
WAGES
"General Decision Number: CA20260022 05/18/2026
State: California
Construction Types: Building, Heavy and Highway
Counties: California Counties of
Los Angeles
Building Construction Projects
Dredging Projects-Includes Dredging Projects (does not include hopper dredge work) Heavy Construction Projects (excludes water well drilling) Highway Construction Projects
Modification Number Publication Date
2 01/30/2026
3 05/18/2026
ASBE0005-002 07/01/2024
Rates Fringes
ASBESTOS WORKERS/INSULATOR (INCLUDES THE
APPLICATION OF ALL INSULATING MATERIALS, PROTECTIVE
COVERINGS, COATINGS, AND FINISHES TO ALL TYPES OF
MECHANICAL SYSTEMS).................................$ 56.32 26.52
FIRE STOP TECHNICIAN (APPLICATION OF FIRESTOPPING
MATERIALS FOR WALL OPENINGS AND PENETRATIONS IN
WALLS, FLOORS, CEILINGS AND CURTAIN WALLS)..........$ 39.94 20.65 ---------------------------------------------------------------- ASBE0005-002 09/01/2024
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ASBESTOS WORKERS/INSULATOR (INCLUDES THE
APPLICATION OF ALL INSULATING MATERIALS, PROTECTIVE
COVERINGS, COATINGS, AND FINISHES TO ALL TYPES OF
MECHANICAL SYSTEMS).................................$ 56.32 26.52
FIRE STOP TECHNICIAN (APPLICATION OF FIRESTOPPING
MATERIALS FOR WALL OPENINGS AND PENETRATIONS IN
WALLS, FLOORS, CEILINGS AND CURTAIN WALLS)..........$ 39.94 20.65 ---------------------------------------------------------------- ASBE0005-004 07/04/2022
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ASBESTOS REMOVAL WORKER/HAZARDOUS MATERIAL HANDLER
(INCLUDES PREPARATION, WETTING, STRIPPING,
REMOVAL, SCRAPPING, VACUUMING, BAGGING AND
DISPOSING OF ALL INSULATION MATERIALS FROM
MECHANICAL SYSTEMS, WHETHER THEY CONTAIN ASBESTOS
OR NOT).............................................$ 23.52 13.37 ---------------------------------------------------------------- BOIL0092-003 01/01/2024
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BOILERMAKER.........................................$ 51.98 42.11 ---------------------------------------------------------------- 6/8/26, 1:24 PM SAM.gov
https://sam.gov/wage-determination/CA20260022/3 1/28
BRCA0004-007 05/01/2024
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BRICKLAYER; MARBLE SETTER *THE WAGE SCALE FOR
PREVAILING WAGE PROJECTS PERFORMED IN BLYTHE, CHINA
LAKE, DEATH VALLEY, FORT IRWIN, TWENTY-NINE PALMS,
NEEDLES AND 1-15 CORRIDOR (BARSTOW TO THE NEVADA
STATE LINE) WILL BE THREE DOLLARS ($3.00) ABOVE THE
STANDARD SAN BERNARDINO/RIVERSIDE COUNTY HOURLY
WAGE RATE...........................................$ 45.53 20.29 ---------------------------------------------------------------- BRCA0018-004 06/01/2024
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TILE LAYER..........................................$ 51.82 19.32 TILE FINISHER.......................................$ 37.96 13.77 MARBLE FINISHER.....................................$ 43.38 15.36 ---------------------------------------------------------------- BRCA0018-010 09/01/2024
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TERRAZZO WORKER/SETTER..............................$ 49.62 15.26 TERRAZZO FINISHER...................................$ 42.11 14.67 ---------------------------------------------------------------- CARP0213-001 07/01/2025
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CARPENTER: (7) TABLE POWER SAW OPERATOR
FOOTNOTE: WORK OF FORMING IN THE CONSTRUCTION OF
OPEN CUT SEWERS OR STORM DRAINS, ON OPERATIONS IN
WHICH HORIZONTAL LAGGING IS USED IN CONJUNCTION
WITH STEEL H-BEAMS DRIVEN OR PLACED IN PRE- DRILLED
HOLES, FOR THAT PORTION OF A LAGGED TRENCH AGAINST
WHICH CONCRETE IS POURED, NAMELY, AS A SUBSTITUTE
FOR BACK FORMS (WHICH WORK IS PERFORMED BY
PILEDRIVERS): $0.13 PER HOUR ADDITIONAL.............$ 52.34 26.18 CARPENTER: (6) SCAFFOLD BUILDER FOOTNOTE: WORK
OF FORMING IN THE CONSTRUCTION OF OPEN CUT SEWERS
OR STORM DRAINS, ON OPERATIONS IN WHICH HORIZONTAL
LAGGING IS USED IN CONJUNCTION WITH STEEL H-BEAMS
DRIVEN OR PLACED IN PRE- DRILLED HOLES, FOR THAT
PORTION OF A LAGGED TRENCH AGAINST WHICH CONCRETE
IS POURED, NAMELY, AS A SUBSTITUTE FOR BACK FORMS
(WHICH WORK IS PERFORMED BY PILEDRIVERS): $0.13 PER
HOUR ADDITIONAL.....................................$ 45.37 25.43 CARPENTER: (5) SAWFILER FOOTNOTE: WORK OF
FORMING IN THE CONSTRUCTION OF OPEN CUT SEWERS OR
STORM DRAINS, ON OPERATIONS IN WHICH HORIZONTAL
LAGGING IS USED IN CONJUNCTION WITH STEEL H-BEAMS
DRIVEN OR PLACED IN PRE- DRILLED HOLES, FOR THAT
PORTION OF A LAGGED TRENCH AGAINST WHICH CONCRETE
IS POURED, NAMELY, AS A SUBSTITUTE FOR BACK FORMS
(WHICH WORK IS PERFORMED BY PILEDRIVERS): $0.13 PER
HOUR ADDITIONAL.....................................$ 52.34 26.18 CARPENTER: (4) PNEUMATIC NAILER, POWER STAPLER
FOOTNOTE: WORK OF FORMING IN THE CONSTRUCTION OF
OPEN CUT SEWERS OR STORM DRAINS, ON OPERATIONS IN
WHICH HORIZONTAL LAGGING IS USED IN CONJUNCTION
WITH STEEL H-BEAMS DRIVEN OR PLACED IN PRE- DRILLED
HOLES, FOR THAT PORTION OF A LAGGED TRENCH AGAINST
WHICH CONCRETE IS POURED, NAMELY, AS A SUBSTITUTE
FOR BACK FORMS (WHICH WORK IS PERFORMED BY
PILEDRIVERS): $0.13 PER HOUR ADDITIONAL.............$ 52.37 26.18 CARPENTER: (3) PILEDRIVERMEN/DERRICK BARGEMAN,
BRIDGE OR DOCK CARPENTER, HEAVY FRAMER, ROCK
BARGEMAN OR SCOWMAN, ROCKSLINGER, SHINGLER
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(COMMERCIAL) FOOTNOTE: WORK OF FORMING IN THE
CONSTRUCTION OF OPEN CUT SEWERS OR STORM DRAINS, ON
OPERATIONS IN WHICH HORIZONTAL LAGGING IS USED IN
CONJUNCTION WITH STEEL H-BEAMS DRIVEN OR PLACED IN
PRE- DRILLED HOLES, FOR THAT PORTION OF A LAGGED
TRENCH AGAINST WHICH CONCRETE IS POURED, NAMELY, AS
A SUBSTITUTE FOR BACK FORMS (WHICH WORK IS
PERFORMED BY PILEDRIVERS): $0.13 PER HOUR
ADDITIONAL. .......................................$ 52.37 26.18 CARPENTER: (2) MILLWRIGHT FOOTNOTE: WORK OF
FORMING IN THE CONSTRUCTION OF OPEN CUT SEWERS OR
STORM DRAINS, ON OPERATIONS IN WHICH HORIZONTAL
LAGGING IS USED IN CONJUNCTION WITH STEEL H-BEAMS
DRIVEN OR PLACED IN PRE- DRILLED HOLES, FOR THAT
PORTION OF A LAGGED TRENCH AGAINST WHICH CONCRETE
IS POURED, NAMELY, AS A SUBSTITUTE FOR BACK FORMS
(WHICH WORK IS PERFORMED BY PILEDRIVERS): $0.13 PER
HOUR ADDITIONAL.....................................$ 52.24 26.68 CARPENTER: (1) CARPENTER, CABINET INSTALLER,
INSULATION INSTALLER, HARDWOOD FLOOR WORKER AND
ACOUSTICAL INSTALLER FOOTNOTE: WORK OF FORMING
IN THE CONSTRUCTION OF OPEN CUT SEWERS OR STORM
DRAINS, ON OPERATIONS IN WHICH HORIZONTAL LAGGING
IS USED IN CONJUNCTION WITH STEEL H-BEAMS DRIVEN OR
PLACED IN PRE- DRILLED HOLES, FOR THAT PORTION OF A
LAGGED TRENCH AGAINST WHICH CONCRETE IS POURED,
NAMELY, AS A SUBSTITUTE FOR BACK FORMS (WHICH WORK
IS PERFORMED BY PILEDRIVERS): $0.13 PER HOUR
ADDITIONAL..........................................$ 52.24 26.18 ---------------------------------------------------------------- CARP0213-002 07/01/2025
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DIVER: (4) ASSISTANT TENDER AMOUNTS IN ""RATES'
COLUMN ARE PER DAY..................................$ 418.96 26.18 DIVER: (3) TENDER AMOUNTS IN ""RATES' COLUMN ARE
PER DAY.............................................$ 442.96 26.18 DIVER: (2) STANDBY AMOUNTS IN ""RATES' COLUMN ARE
PER DAY.............................................$ 450.96 26.18 DIVER: (1) WET AMOUNTS IN ""RATES' COLUMN ARE PER
DAY.................................................$ 901.92 26.18 ---------------------------------------------------------------- CARP0213-004 07/01/2025
Rates Fringes
DRYWALL (STOCKER/SCRAPPER)..........................$ 21.45 11.27 DRYWALL (DRYWALL INSTALLER/LATHER)..................$ 52.24 26.18 ---------------------------------------------------------------- CARP0721-001 07/01/2025
Rates Fringes
MODULAR FURNITURE INSTALLER.........................$ 25.00 13.06 ---------------------------------------------------------------- ELEC0011-004 06/30/2023
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ELECTRICIAN: INTELLIGENT TRANSPORTATION SYSTEMS
STREET LIGHTING, TRAFFIC SIGNALS, CCTV, AND
UNDERGROUND SYSTEMS: TECHNICIAN FOOT NOTE:
CABLE SPLICER & INSTRUMENT PERSON: RECIEVE 5%
ADDITIONAL PER HOUR ABOVE JOURNEYMAN ELECTRICIAN
BASIC HOURLY RATE. TUNNEL WORK: 10% ADDITIONAL
PER HOUR. SCOPE OF WORK - TRANSPORTATION
SYSTEMS TECHNICIAN: DISTRIBUTION OF MATERIAL AT
JOB SITE, MANUAL EXCAVATION AND BACKFILL,
6/8/26, 1:24 PM SAM.gov
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INSTALLATION OF SYSTEM CONDUITS AND RACEWAYS FOR
ELECTRICAL, TELEPHONE, CABLE TELEVISION AND
COMMUNICATION SYSTEMS. PULLING, TERMINATING AND
SPLICING OF TRAFFIC SIGNAL AND STREET LIGHTING
CONDUCTORS AND ELECTRICAL SYSTEMS INCLUDING
INTERCONNECT, DETECTOR LOOP, FIBER OPTIC CABLE AND
VIDEO/DATA..........................................$ 45.60 31.14 ELECTRICIAN: INTELLIGENT TRANSPORTATION SYSTEMS
STREET LIGHTING, TRAFFIC SIGNALS, CCTV ,AND
UNDERGROUND SYSTEMS: JOURNEYMAN TRANSPORTATION
ELECTRICIAN FOOT NOTE: CABLE SPLICER &
INSTRUMENT PERSON: RECIEVE 5% ADDITIONAL PER HOUR
ABOVE JOURNEYMAN ELECTRICIAN BASIC HOURLY RATE.
TUNNEL WORK: 10% ADDITIONAL PER HOUR. SCOPE OF
WORK - TRANSPORTATION SYSTEMS ELECTRICIAN:
INSTALLATION OF STREET LIGHTS AND TRAFFIC
SIGNALS,INCLUDING ELECTRICAL CIRCUITRY,
PROGRAMMABLE CONTROLLERS, PEDESTAL-MOUNTED
ELECTRICAL METER ENCLOSURES AND LAYING OF
PRE-ASSEMBLED MULTI-CONDUCTOR CABLE IN DUCTS,
LAYOUT OF ELECTRICAL SYSTEMS AND COMMUNICATION
INSTALLATION, INCLUDING PROPER POSITION OF TRENCH
DEPTHS AND RADIUS AT DUCT BANKS, LOCATION FOR MAN
HOLES, PULL BOXES, STREET LIGHTS AND TRAFFIC
SIGNALS. INSTALLATION OF UNDERGROUND DUCTS FOR
ELECTRICAL,TELEPHONE, CABLE TELEVISION AND
COMMUNICATION SYSTEMS. PULLING,TERMINATION AND
SPLICING OF TRAFFIC SIGNAL AND STREET LIGHTING
CONDUCTORS AND ELECTRICAL SYSTEMS INCLUDING
INTERCONNECT,DETECTOR LOOP, FIBER OPTIC CABLE AND
VIDEO/CABLE. ....................................$ 60.80 31.59 ELECTRICIAN: INSIDE ELECTRICAL WORK: JOURNEYMAN
ELECTRICIAN FOOT NOTE: CABLE SPLICER &
INSTRUMENT PERSON: RECIEVE 5% ADDITIONAL PER HOUR
ABOVE JOURNEYMAN ELECTRICIAN BASIC HOURLY RATE.
TUNNEL WORK: 10% ADDITIONAL PER HOUR................$ 60.80 31.59 ---------------------------------------------------------------- ELEC0011-007 01/01/2024
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COMMUNICATIONS SYSTEM: INSTALLER COMMUNICATIONS &
SYSTEMS WORK (EXCLUDES ANY WORK ON INTELLIGENT
TRANSPORTATION SYSTEMS OR CCTV HIGHWAY SYSTEMS)
SCOPE OF WORK THE WORK COVERED SHALL INCLUDE THE
INSTALLATION, TESTING, SERVICE AND MAINTENANCE, OF
THE FOLLOWING SYSTEMS THAT UTILIZE THE TRANSMISSION
AND/OR TRANSFERENCE OF VOICE, SOUND, VISION AND
DIGITAL FOR COMMERCIAL, EDUCATION, SECURITY AND
ENTERTAINMENT PURPOSES FOR TV MONITORING AND
SURVEILLANCE, BACKGROUND FOREGROUND MUSIC, INTERCOM
AND TELEPHONE INTERCONNECT, INVENTORY CONTROL
SYSTEMS, MICROWAVE TRANSMISSION, MULTI-MEDIA,
MULTIPLEX, NURSE CALL SYSTEM, RADIO PAGE, SCHOOL
INTERCOM AND SOUND, BURGLAR ALARMS AND LOW VOLTAGE
MASTER CLOCK SYSTEMS. A. COMMUNICATION SYSTEMS
THAT TRANSMIT OR RECEIVE INFORMATION AND/OR CONTROL
SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED
SYSTEMS SCADA (SUPERVISORY CONTROL/DATA ACQUISITION
PCM (PULSE CODE MODULATION) INVENTORY CONTROL
SYSTEMS DIGITAL DATA SYSTEMS BROADBAND & BASEBAND
AND CARRIERS POINT OF SALE SYSTEMS VSAT DATA
SYSTEMS DATA COMMUNICATION SYSTEMS RF AND REMOTE
CONTROL SYSTEMS FIBER OPTIC DATA SYSTEMS B.
SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
BACKGROUND-FOREGROUND MUSIC INTERCOM AND
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TELEPHONE INTERCONNECT SYSTEMS SOUND AND MUSICAL
ENTERTAINMENT SYSTEMS NURSE CALL SYSTEMS RADIO PAGE
SYSTEMS SCHOOL INTERCOM AND SOUND SYSTEMS BURGLAR
ALARM SYSTEMS LOW-VOLTAGE MASTER CLOCK SYSTEMS
MULTI-MEDIA/MULTIPLEX SYSTEMS TELEPHONE SYSTEMS RF
SYSTEMS AND ANTENNAS AND WAVE GUIDE C. *FIRE
ALARM SYSTEMS-INSTALLATION, WIRE PULLING AND
TESTING. D. TELEVISION AND VIDEO SYSTEMS
TELEVISION MONITORING AND SURVEILLANCE SYSTEMS
VIDEO SECURITY SYSTEMS VIDEO ENTERTAINMENT SYSTEMS
VIDEO EDUCATIONAL SYSTEMS CATV AND CCTV E.
SECURITY SYSTEMS, PERIMETER SECURITY SYSTEMS,
VIBRATION SENSOR SYSTEMS SONAR/INFRARED
MONITORING EQUIPMENT, ACCESS CONTROL SYSTEMS, CARD
ACCESS SYSTEMS *FIRE ALARM SYSTEMS 1. FIRE
ALARMS-IN RACEWAYS: WIRE AND CABLE PULLING IN
RACEWAYS PERFORMED AT THE CURRENT ELECTRICIAN WAGE
RATE AND FRINGE BENEFITS. 2. FIRE ALARMS-OPEN
WIRE SYSTEMS: INSTALLED BY THE TECHNICIAN...........$ 46.47 18.47 ---------------------------------------------------------------- ELEC1245-001 01/01/2025
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LINE CONSTRUCTION: (3) GROUNDMAN HOLIDAYS: NEW
YEAR'S DAY, M.L. KING DAY, MEMORIAL DAY,
INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVING DAY AND DAY AFTER THANKSGIVING,
CHRISTMAS DAY.......................................$ 40.76 21.76 LINE CONSTRUCTION: (2) EQUIPMENT SPECIALIST
(OPERATES CRAWLER TRACTORS, COMMERCIAL MOTOR
VEHICLES, BACKHOES, TRENCHERS, CRANES (50 TONS AND
BELOW), OVERHEAD & UNDERGROUND DISTRIBUTION LINE
EQUIPMENT) HOLIDAYS: NEW YEAR'S DAY, M.L. KING
DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
VETERANS DAY, THANKSGIVING DAY AND DAY AFTER
THANKSGIVING, CHRISTMAS DAY.........................$ 53.30 22.26 LINE CONSTRUCTION: (1) LINEMAN; CABLE SPLICER
HOLIDAYS: NEW YEAR'S DAY, M.L. KING DAY, MEMORIAL
DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY,
THANKSGIVING DAY AND DAY AFTER THANKSGIVING,
CHRISTMAS DAY.......................................$ 70.16 24.71 ---------------------------------------------------------------- ELEV0018-001 01/01/2025
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ELEVATOR MECHANIC FOOTNOTE: A. PAID VACATION:
EMPLOYER CONTRIBUTES 8% OF REGULAR HOURLY RATE AS
VACATION PAY CREDIT FOR EMPLOYEES WITH MORE THAN 5
YEARS OF SERVICE, AND 6% FOR 6 MONTHS TO 5 YEARS OF
SERVICE. B. PAID HOLIDAYS: NEW YEAR'S DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
VETERANS' DAY, THANKSGIVING DAY, FRIDAY AFTER
THANKSGIVING, AND CHRISTMAS DAY.....................$ 69.43 38.44 ---------------------------------------------------------------- ENGI0012-004 08/01/2025
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OPERATOR, POWER EQUIPMENT: (6) BARGE MATE
(DREDGING)..........................................$ 61.34 40.95 OPERATOR, POWER EQUIPMENT: (5) FIREMAN-OILER,
DECKHAND, BARGEMAN, LEVEEHAND (DREDGING)............$ 60.73 40.95 OPERATOR, POWER EQUIPMENT: (4) WINCH OPERATOR
(STERN WINCH ON DREDGE) (DREDGING)..................$ 61.27 40.95 OPERATOR, POWER EQUIPMENT: (3) DECKMATE (DREDGING)..$ 61.82 40.95 OPERATOR, POWER EQUIPMENT: (2) DREDGE DOZER
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(DREDGING)..........................................$ 61.93 40.95 OPERATOR, POWER EQUIPMENT: (1) LEVERMAN (DREDGING)..$ 67.90 40.95 ---------------------------------------------------------------- ENGI0012-024 07/01/2025
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OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 7-
Tunnel mole boring machine operator PREMIUM PAY:
$10.00 per hour shall be paid on all Power
Equipment Operator work on the followng Military
Bases: China Lake Naval Reserve, Vandenberg AFB,
Point Arguello, Seely Naval Base, Fort Irwin, Nebo
Annex Marine Base, Marine Corp Logistics Base
Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton Workers required to suit up and work in
a hazardous material environment: $2.00 per hour
additional. Combination mixer and compressor
operator on gunite work shall be classified as a
concrete mobile mixer operator......................$ 66.91 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 6-
Heavy Duty Repairman PREMIUM PAY: $10.00 per
hour shall be paid on all Power Equipment Operator
work on the followng Military Bases: China Lake
Naval Reserve, Vandenberg AFB, Point Arguello,
Seely Naval Base, Fort Irwin, Nebo Annex Marine
Base, Marine Corp Logistics Base Yermo, Edwards
AFB, 29 Palms Marine Base and Camp Pendleton
Workers required to suit up and work in a hazardous
material environment: $2.00 per hour additional.
Combination mixer and compressor operator on gunite
work shall be classified as a concrete mobile mixer
operator............................................$ 66.79 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 5-
Backhoe operator (up to and including 3/4 yd.);
Small Ford, Case or similar; Drill doctor; Grouting
machine operator; Heading shield operator;
Heavy-duty repairperson; Loader operator (Athey,
Euclid, Sierra and similar types); Mucking machine
operator (1/4 yd., rubber-tired, rail or track
type); Pneumatic concrete placing machine operator
(Hackley-Presswell or similar type); Pneumatic
heading shield (tunnel); Pumpcrete gun operator;
Tractor compressor drill combination operator;
Tugger hoist operator (2 drum); Tunnel locomotive
operator (over 30 tons) PREMIUM PAY: $10.00 per
hour shall be paid on all Power Equipment Operator
work on the followng Military Bases: China Lake
Naval Reserve, Vandenberg AFB, Point Arguello,
Seely Naval Base, Fort Irwin, Nebo Annex Marine
Base, Marine Corp Logistics Base Yermo, Edwards
AFB, 29 Palms Marine Base and Camp Pendleton
Workers required to suit up and work in a hazardous
material environment: $2.00 per hour additional.
Combination mixer and compressor operator on gunite
work shall be classified as a concrete mobile mixer
operator............................................$ 66.68 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 4-
Bit sharpener; Equipment greaser (grease truck);
Slip form pump operator (power-driven hydraulic
lifting device for concrete forms); Tugger hoist
operator (1 drum); Tunnel locomotive operator (over
10 and up to and including 30 tons) PREMIUM PAY:
$10.00 per hour shall be paid on all Power
Equipment Operator work on the followng Military
Bases: China Lake Naval Reserve, Vandenberg AFB,
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Point Arguello, Seely Naval Base, Fort Irwin, Nebo
Annex Marine Base, Marine Corp Logistics Base
Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton Workers required to suit up and work in
a hazardous material environment: $2.00 per hour
additional. Combination mixer and compressor
operator on gunite work shall be classified as a
concrete mobile mixer operator......................$ 66.46 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 3-
Dinkey locomotive or motorperson (up to and
including 10 tons) PREMIUM PAY: $10.00 per hour
shall be paid on all Power Equipment Operator work
on the followng Military Bases: China Lake Naval
Reserve, Vandenberg AFB, Point Arguello, Seely
Naval Base, Fort Irwin, Nebo Annex Marine Base,
Marine Corp Logistics Base Yermo, Edwards AFB, 29
Palms Marine Base and Camp Pendleton Workers
required to suit up and work in a hazardous
material environment: $2.00 per hour additional.
Combination mixer and compressor operator on gunite
work shall be classified as a concrete mobile mixer
operator............................................$ 66.32 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 2-
Power-driven jumbo form setter operator PREMIUM
PAY: $10.00 per hour shall be paid on all Power
Equipment Operator work on the followng Military
Bases: China Lake Naval Reserve, Vandenberg AFB,
Point Arguello, Seely Naval Base, Fort Irwin, Nebo
Annex Marine Base, Marine Corp Logistics Base
Yermo, Edwards AFB, 29 Palms Marine Base and Camp
Pendleton Workers required to suit up and work in
a hazardous material environment: $2.00 per hour
additional. Combination mixer and compressor
operator on gunite work shall be classified as a
concrete mobile mixer operator......................$ 66.03 33.20 OPERATOR: POWER EQUIPMENT, TUNNEL WORK: GROUP 1-
Skiploader (wheel type up to 3/4 yd. without
attachment) PREMIUM PAY: $10.00 per hour shall be
paid on all Power Equipment Operator work on the
followng Military Bases: China Lake Naval Reserve,
Vandenberg AFB, Point Arguello, Seely Naval Base,
Fort Irwin, Nebo Annex Marine Base, Marine Corp
Logistics Base Yermo, Edwards AFB, 29 Palms Marine
Base and Camp Pendleton Workers required to suit
up and work in a hazardous material environment:
$2.00 per hour additional. Combination mixer and
compressor operator on gunite work shall be
classified as a concrete mobile mixer operator......$ 65.25 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 13 Crane operator (over 300 tons);
Derrick barge operator (over 300 tons); Helicopter
pilot; Hoist operator, stiff legs, Guy derrick or
similar type (over 300 tons); Mobile tower crane
operator (over 300 tons)............................$ 70.75 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 12- Crane operator (over 200 tons
up to and including 300 tons mrc); Derrick barge
operator (over 200 tons up to and including 300
tons mrc); Hoist operator, stiff legs, Guy derrick
or similar type (over 200 tons, up to and including
300 tons mrc); Mobile tower crane operator (over
200 tons, up to and including 300 tons mrc)
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
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VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 69.75 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 11- Crane operator (over 100 tons
and up to and including 200 tons mrc); Derrick
barge operator (over 100 tons up to and including
200 tons mrc); Hoist operator, stiff legs, Guy
derrick or similar type (over 100 tons up to and
including 200 tons mrc); Mobile tower crane
operator (over 100 tons up to and including 200
tons mrc) ; Tower crane operator and tower gantry
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 68.75 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 10- Crane operator (over 50 tons
and up to and including 100 tons mrc); Derrick
barge operator (over 50 tons up to and including
100 tons mrc); Hoist operator, stiff legs, Guy
derrick or similar type (over 50 tons up to and
including 100 tons mrc), Mobile tower crane
operator (over 50 tons, up to and including 100
tons M.R.C.) PREMIUM PAY: $10.00 PER HOUR SHALL
BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.75 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 9 Crane operator (over 25 tons and
up to and including 50 tons mrc); Derrick barge
operator (over 25 tons up to and including 50 tons
mrc); Highline cableway operator; Hoist operator,
stiff legs, Guy derrick or similar type (over 25
tons up to and including 50 tons mrc); K-crane
operator; Polar crane operator; Self erecting tower
crane operator maximum lifting capacity ten tons
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
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COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.75 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 8 Crane operator (up to and
including 25 ton capacity); Crawler transporter
operator; Derrick barge operator (up to and
including 25 ton capacity); Hoist operator, stiff
legs, Guy derrick or similar type (up to and
including 25 ton capacity); Shovel, backhoe,
dragline, clamshell operator (over 7 cu. yds.,
M.R.C.) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.58 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 7 PEDESTAL CRANE OPERATOR; SHOVEL,
BACKHOE, DRAGLINE, CLAMSHELL OPERATOR (OVER 5 CU.
YDS. MRC); TOWER CRANE REPAIR; TUGGER HOIST
OPERATOR (3 DRUM) PREMIUM PAY: $10.00 PER HOUR
SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK
ON THE FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL
RESERVE, VANDENBERG AFB, POINT ARGUELLO, SEELY
NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE BASE,
MARINE CORP LOGISTICS BASE YERMO, EDWARDS AFB, 29
PALMS MARINE BASE AND CAMP PENDLETON WORKERS
REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 66.41 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 6 Bridge crane operator; Cretor
crane operator; Hoist operator (Chicago boom and
similar type); Lift mobile operator; Lift slab
machine operator (Vagtborg and similar types);
Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or
similar type); Shovel, backhoe, dragline, clamshell
operator (over 3/4 yd. and up to 5 cu. yds. mrc);
Tugger hoist operator PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 66.29 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 5 HYDRAULIC BOOM TRUCK; STINGER
CRANE (AUSTIN-WESTERN OR SIMILAR TYPE); TUGGER
HOIST OPERATOR (1 DRUM) PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
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SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 66.18 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 4- Bridge-type unloader and
turntable operator; Helicopter hoist operator
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 65.96 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 3- A-frame or winch truck
operator; Ross carrier operator (jobsite)
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 65.82 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 2- Truck crane oiler PREMIUM PAY:
$10.00 PER HOUR SHALL BE PAID ON ALL POWER
EQUIPMENT OPERATOR WORK ON THE FOLLOWNG MILITARY
BASES: CHINA LAKE NAVAL RESERVE, VANDENBERG AFB,
POINT ARGUELLO, SEELY NAVAL BASE, FORT IRWIN, NEBO
ANNEX MARINE BASE, MARINE CORP LOGISTICS BASE
YERMO, EDWARDS AFB, 29 PALMS MARINE BASE AND CAMP
PENDLETON WORKERS REQUIRED TO SUIT UP AND WORK
IN A HAZARDOUS MATERIAL ENVIRONMENT: $2.00 PER HOUR
ADDITIONAL. COMBINATION MIXER AND COMPRESSOR
OPERATOR ON GUNITE WORK SHALL BE CLASSIFIED AS A
CONCRETE MOBILE MIXER OPERATOR......................$ 65.53 33.20 OPERATOR: POWER EQUIPMENT, CRANES, PILEDRIVING &
HOISTING: GROUP 1- Engineer oiler; Fork lift
operator (includes loed, lull or similar types)
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR.
...........................................$ 64.75 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
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25- CONCRETE PUMP OPERATOR-TRUCK MOUNTED;
RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH THE TANDEM PUSH-PULL
SYSTEM (MULTIPLE ENGINE, EUCLID, CATERPILLAR AND
SIMILAR TYPE, OVER 50 CU. YDS. STRUCK); SPYDER
EXCAVATOR OPERATOR, WITH ALL ATTACHMENTS
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR. $ 68.08 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
24- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH THE TANDEM PUSH-PULL
SYSTEM (SINGLE ENGINE, OVER 50 YDS. STRUCK);
RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH THE TANDEM PUSH-PULL
SYSTEM (MULTIPLE ENGINE, EUCLID, CATERPILLAR AND
SIMILAR, OVER 25 YDS. AND UP TO 50 YDS. STRUCK)
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.91 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
23- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH THE TANDEM PUSH-PULL
SYSTEM (SINGLE ENGINE, CATERPILLAR, EUCLID, ATHEY
WAGON AND SIMILAR TYPES WITH ANY AND ALL
ATTACHMENTS OVER 25 YDS. AND UP TO AND INCLUDING 50
YDS. STRUCK); RUBBER-TIRED EARTH-MOVING EQUIPMENT
OPERATOR, OPERATING WITH THE TANDEM PUSH-PULL
SYSTEM (MULTIPLE ENGINE, UP TO AND INCLUDING 25
YDS. STRUCK) PREMIUM PAY: $10.00 PER HOUR SHALL
BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.79 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
22- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH THE TANDEM PUSH-PULL
SYSTEM (SINGLE ENGINE, UP TO AND INCLUDING 25 YDS.
STRUCK) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
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LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.68 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
21- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING IN TANDEM (SCRAPERS, BELLY DUMPS AND
SIMILAR TYPES IN ANY COMBINATION, EXCLUDING
COMPACTION UNITS - MULTIPLE ENGINE, EUCLID,
CATERPILLAR AND SIMILAR TYPE, OVER 50 CU. YDS.
STRUCK) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.58 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
2-0 RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING IN TANDEM (SCRAPERS, BELLY DUMPS AND
SIMILAR TYPES IN ANY COMBINATION, EXCLUDING
COMPACTION UNITS - SINGLE ENGINE, OVER 50 YDS.
STRUCK); RUBBER-TIRED EARTH-MOVING EQUIPMENT
OPERATOR, OPERATING IN TANDEM (SCRAPERS, BELLY
DUMPS, AND SIMILAR TYPES IN ANY COMBINATION,
EXCLUDING COMPACTION UNITS - MULTIPLE ENGINE,
EUCLID, CATERPILLAR AND SIMILAR, OVER 25 YDS. AND
UP TO 50 YDS. STRUCK) PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 67.41 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
19- ROTEX CONCRETE BELT OPERATOR (OR SIMILAR
TYPES); RUBBER-TIRED EARTH-MOVING EQUIPMENT
OPERATOR, OPERATING IN TANDEM (SCRAPERS, BELLY
DUMPS AND SIMILAR TYPES IN ANY COMBINATION,
EXCLUDING COMPACTION UNITS - SINGLE ENGINE,
CATERPILLAR, EUCLID, ATHEY WAGON AND SIMILAR TYPES
WITH ANY AND ALL ATTACHMENTS OVER 25 YDS.AND UP TO
AND INCLUDING 50 CU. YDS. STRUCK); RUBBER-TIRED
EARTH-MOVING EQUIPMENT OPERATOR, OPERATING IN
TANDEM (SCRAPERS, BELLY DUMPS AND SIMILAR TYPES IN
ANY COMBINATION, EXCLUDING COMPACTION UNITS -
MULTIPLE ENGINE, UP TO AND INCLUDING 25 YDS.
STRUCK) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
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UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 67.29 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
18- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING IN TANDEM (SCRAPERS, BELLY DUMPS AND
SIMILAR TYPES IN ANY COMBINATION, EXCLUDING
COMPACTION UNITS - SINGLE ENGINE, UP TO AND
INCLUDING 25 YDS. STRUCK) PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 67.18 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
17- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH PUSH-PULL SYSTEM (MULTIPLE
ENGINE, EUCLID, CATERPILLAR AND SIMILAR, OVER 50
CU. YDS. STRUCK); TANDEM TRACTOR OPERATOR
(OPERATING CRAWLER TYPE TRACTORS IN TANDEM - QUAD 9
AND SIMILAR TYPE) PREMIUM PAY: $10.00 PER HOUR
SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK
ON THE FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL
RESERVE, VANDENBERG AFB, POINT ARGUELLO, SEELY
NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE BASE,
MARINE CORP LOGISTICS BASE YERMO, EDWARDS AFB, 29
PALMS MARINE BASE AND CAMP PENDLETON WORKERS
REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 67.08 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
16- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH PUSH-PULL SYSTEM (SINGLE
ENGINE, OVER 50 YDS. STRUCK); RUBBER-TIRED
EARTH-MOVING EQUIPMENT OPERATOR, OPERATING
EQUIPMENT WITH PUSH-PULL SYSTEM (MULTIPLE ENGINE,
EUCLID, CATERPILLAR AND SIMILAR, OVER 25 YDS. AND
UP TO 50 YDS. STRUCK) PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 66.91 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
15- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
OPERATING EQUIPMENT WITH PUSH-PULL SYSTEM (SINGLE
ENGINE, CATERPILLAR, EUCLID, ATHEY WAGON AND
SIMILAR TYPES WITH ANY AND ALL ATTACHMENTS OVER 25
YDS. AND UP TO AND INCLUDING 50 YDS. STRUCK);
RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR,
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OPERATING EQUIPMENT WITH PUSH-PULL SYSTEM (MULTIPLE
ENGINE-UP TO AND INCLUDING 25 YDS. STRUCK) PREMIUM
PAY: $10.00 PER HOUR SHALL BE PAID ON ALL POWER
EQUIPMENT OPERATOR WORK ON THE FOLLOWNG MILITARY
BASES: CHINA LAKE NAVAL RESERVE, VANDENBERG AFB,
POINT ARGUELLO, SEELY NAVAL BASE, FORT IRWIN, NEBO
ANNEX MARINE BASE, MARINE CORP LOGISTICS BASE
YERMO, EDWARDS AFB, 29 PALMS MARINE BASE AND CAMP
PENDLETON WORKERS REQUIRED TO SUIT UP AND WORK
IN A HAZARDOUS MATERIAL ENVIRONMENT: $2.00 PER HOUR
ADDITIONAL. COMBINATION MIXER AND COMPRESSOR
OPERATOR ON GUNITE WORK SHALL BE CLASSIFIED AS A
CONCRETE MOBILE MIXER OPERATOR......................$ 66.79 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
14- CANAL LINER OPERATOR; CANAL TRIMMER OPERATOR;
REMOTE- CONTROL EARTH-MOVING EQUIPMENT OPERATOR
(OPERATING A SECOND PIECE OF EQUIPMENT: $1.00 PER
HOUR ADDITIONAL); WHEEL EXCAVATOR OPERATOR (OVER
750 CU. YDS.) PREMIUM PAY: $10.00 PER HOUR SHALL
BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.71 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
13- RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR
OPERATING EQUIPMENT WITH PUSH-PULL SYSTEM (SINGLE
ENGINE, UP TO AND INCLUDING 25 YDS. STRUCK)
PREMIUM PAY: $10.00 PER HOUR SHALL BE PAID ON ALL
POWER EQUIPMENT OPERATOR WORK ON THE FOLLOWNG
MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.68 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
12- AUTO GRADER OPERATOR; AUTOMATIC SLIP FORM
OPERATOR; DRILLING MACHINE OPERATOR, BUCKET OR
AUGER TYPES (CALWELD, AUGER 200 CA OR SIMILAR TYPES
- WATSON, AUGER 6000 OR SIMILAR TYPES - HUGHES
SUPER DUTY, AUGER 200 OR SIMILAR TYPES - DRILLING
DEPTH OF 175' MAXIMUM); HOE RAM OR SIMILAR WITH
COMPRESSOR; MASS EXCAVATOR OPERATOR LESS THA 750
CU. YARDS; MECHANICAL FINISHING MACHINE OPERATOR;
MOBILE FORM TRAVELER OPERATOR; MOTOR PATROL
OPERATOR (MULTI-ENGINE); PIPE MOBILE MACHINE
OPERATOR; RUBBER-TIRED EARTH- MOVING EQUIPMENT
OPERATOR (MULTIPLE ENGINE, EUCLID, CATERPILLAR AND
SIMILAR TYPE, OVER 50 CU. YDS. STRUCK);
RUBBER-TIRED SELF- LOADING SCRAPER OPERATOR
(PADDLE-WHEEL-AUGER TYPE SELF-LOADING - TWO (2) OR
MORE UNITS) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
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LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.58 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
10- DRILLING MACHINE OPERATOR, BUCKET OR AUGER
TYPES (CALWELD 200 B BUCKET OR SIMILAR TYPES-WATSON
3000 OR 5000 AUGER OR SIMILAR TYPES-TEXOMA 900
AUGER OR SIMILAR TYPES-DRILLING DEPTH OF 105'
MAXIMUM); DUAL DRUM MIXER, DYNAMIC COMPACTOR LDC350
(OR SIMILAR TYPES); MONORAIL LOCOMOTIVE OPERATOR
(DIESEL, GAS OR ELECTRIC); MOTOR PATROL-BLADE
OPERATOR (SINGLE ENGINE); MULTIPLE ENGINE TRACTOR
OPERATOR (EUCLID AND SIMILAR TYPE-EXCEPT QUAD 9
CAT.); RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR
(SINGLE ENGINE, OVER 50 YDS. STRUCK); PNEUMATIC
PIPE RAMMING TOOL AND SIMILAR TYPES; PRESTRESSED
WRAPPING MACHINE OPERATOR; RUBBER-TIRED
EARTH-MOVING EQUIPMENT OPERATOR (SINGLE ENGINE,
OVER 50 YDS. STRUCK); RUBBER TIRED EARTH MOVING
EQUIPMENT OPERATOR (MULTIPLE ENGINE, EUCLID,
CATERPILLAR AND SIMILAR OVER 25 YDS. AND UP TO 50
YDS. STRUCK), TOWER CRANE REPAIRMAN; TRACTOR LOADER
OPERATOR (CRAWLER AND WHEEL TYPE OVER 6-1/2 YDS.);
WOODS MIXER OPERATOR (AND SIMILAR PUGMILL
EQUIPMENT) PREMIUM PAY: $10.00 PER HOUR SHALL BE
PAID ON ALL POWER EQUIPMENT OPERATOR WORK ON THE
FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL RESERVE,
VANDENBERG AFB, POINT ARGUELLO, SEELY NAVAL BASE,
FORT IRWIN, NEBO ANNEX MARINE BASE, MARINE CORP
LOGISTICS BASE YERMO, EDWARDS AFB, 29 PALMS MARINE
BASE AND CAMP PENDLETON WORKERS REQUIRED TO SUIT
UP AND WORK IN A HAZARDOUS MATERIAL ENVIRONMENT:
$2.00 PER HOUR ADDITIONAL. COMBINATION MIXER AND
COMPRESSOR OPERATOR ON GUNITE WORK SHALL BE
CLASSIFIED AS A CONCRETE MOBILE MIXER OPERATOR......$ 66.41 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
8- ASPHALT OR CONCRETE SPREADING OPERATOR (TAMPING
OR FINISHING); ASPHALT PAVING MACHINE OPERATOR
(BARBER GREENE OR SIMILAR TYPE); ASPHALT-RUBBER
DISTRIBUTION OPERATOR; BACKHOE OPERATOR (UP TO AND
INCLUDING 3/4 YD.), SMALL FORD, CASE OR SIMILAR
TYPES; CABLE BUNDLING MACHINE OPERATOR (EXCLUDING
HANDHELD); CABLE TRENCHING MACHINE OPERATOR (SPIDER
PLOW OR SIMILAR TYPES) CAST-IN-PLACE PIPE LAYING
MACHINE OPERATOR; COMBINATION MIXER AND COMPRESSOR
OPERATOR (GUNITE WORK); COMPACTOR OPERATOR
(SELF-PROPELLED); CONCRETE MIXER OPERATOR (PAVING);
CRUSHING PLANT OPERATOR; DRILL DOCTOR; DRILLING
MACHINE OPERATOR, BUCKET OR AUGER TYPES (CALWELD
150 BUCKET OR SIMILAR TYPES - WATSON 1500, 2000
2500 AUGER OR SIMILAR TYPES - TEXOMA 700, 800 AUGER
OR SIMILAR TYPES - DRILLING DEPTH OF 60' MAXIMUM);
ELEVATING GRADER OPERATOR; GRADE CHECKER; GRADALL
OPERATOR; GROUTING MACHINE OPERATOR; HEAVY-DUTY
REPAIRMAN; HEAVY EQUIPMENT ROBOTICS OPERATOR;
KALAMAZOO BALLISTE REGULATOR OR SIMILAR TYPE;
KOLMAN BELT LOADER AND SIMILAR TYPE; LE TOURNEAU
BLOB COMPACTOR OR SIMILAR TYPE; LOADER OPERATOR
(ATHEY, EUCLID, SIERRA AND SIMILAR TYPES); MOBARK
CHIPPER OR SIMILAR; OZZIE PADDER OR SIMILAR TYPES;
P.C. SLOT SAW; PNEUMATIC CONCRETE PLACING MACHINE
OPERATOR (HACKLEY-PRESSWELL OR SIMILAR TYPE);
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PUMPCRETE GUN OPERATOR; RCM CEMENTING UNIT
OPERATOR, RAIL/SWITCH GRINDER OPERATOR (HARSCO OR
SIMILAR TYPES) ROCK DRILL OR SIMILAR TYPES;
ROTARY DRILL OPERATOR (EXCLUDING CAISSON TYPE);
RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR
(SINGLE ENGINE, CATERPILLAR, EUCLID, ATHEY WAGON
AND SIMILAR TYPES WITH ANY AND ALL ATTACHMENTS OVER
25 YDS. UP TO AND INCLUDING 50 CU. YDS. STRUCK);
RUBBER-TIRED EARTH-MOVING EQUIPMENT OPERATOR
(MULTIPLE ENGINE UP TO AND INCLUDING 25 YDS.
STRUCK); RUBBER-TIRED SCRAPER OPERATOR
(SELF-LOADING PADDLE WHEEL TYPE-JOHN DEERE, 1040
AND SIMILAR SINGLE UNIT); SELF- PROPELLED CURB AND
GUTTER MACHINE OPERATOR; SHUTTLE BUGGY; SKIPLOADER
OPERATOR (CRAWLER AND WHEEL TYPE OVER 1-1/2 YDS. UP
TO AND INCLUDING 6-1/2 YDS.); SOIL REMEDIATION
PLANT OPERATOR; SURFACE HEATERS AND PLANER
OPERATOR; TRACTOR COMPRESSOR DRILL COMBINATION
OPERATOR; TRACTOR OPERATOR (ANY TYPE LARGER THAN
D-5 - 100 FLYWHEEL H.P. AND OVER, OR
SIMILAR-BULLDOZER, TAMPER, SCRAPER AND PUSH TRACTOR
SINGLE ENGINE); TRACTOR OPERATOR (BOOM
ATTACHMENTS), TRAVELING PIPE WRAPPING, CLEANING AND
BENDNG MACHINE OPERATOR; TRENCHING MACHINE OPERATOR
(OVER 6 FT. DEPTH CAPACITY, MANUFACTURER'S RATING);
TRENCHING MACHINE WITH ROAD MINER ATTACHMENT (OVER
6 FT DEPTH CAPACITY): ULTRA HIGH PRESSURE WATERJET
CUTTING TOOL SYSTEM MECHANIC; WATER PULL
(COMPACTION) OPERATOR PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 66.29 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
6- ARTICULATING MATERIAL HAULER; ASPHALT PLANT
ENGINEER; BATCH PLANT OPERATOR; BIT SHARPENER;
CONCRETE JOINT MACHINE OPERATOR (CANAL AND SIMILAR
TYPE); CONCRETE PLANER OPERATOR; DANDY DIGGER; DECK
ENGINE OPERATOR; DERRICKMAN (OILFIELD TYPE);
DRILLING MACHINE OPERATOR, BUCKET OR AUGER TYPES
(CALWELD 100 BUCKET OR SIMILAR TYPES - WATSON 1000
AUGER OR SIMILAR TYPES - TEXOMA 330, 500 OR 600
AUGER OR SIMILAR TYPES - DRILLING DEPTH OF 45'
MAXIMUM); DRILLING MACHINE OPERATOR; HYDROGRAPHIC
SEEDER MACHINE OPERATOR (STRAW, PULP OR SEED),
JACKSON TRACK MAINTAINER, OR SIMILAR TYPE;
KALAMAZOO SWITCH TAMPER, OR SIMILAR TYPE; MACHINE
TOOL OPERATOR; MAGINNIS INTERNAL FULL SLAB
VIBRATOR, MECHANICAL BERM, CURB OR GUTTER(CONCRETE
OR ASPHALT); MECHANICAL FINISHER OPERATOR
(CONCRETE, CLARY-JOHNSON-BIDWELL OR SIMILAR); MICRO
TUNNEL SYSTEM (BELOW GROUND); PAVEMENT BREAKER
OPERATOR (TRUCK MOUNTED); ROAD OIL MIXING MACHINE
OPERATOR; ROLLER OPERATOR (ASPHALT OR FINISH),
RUBBER-TIRED EARTH MOVING EQUIPMENT (SINGLE ENGINE,
UP TO AND INCLUDING 25 YDS. STRUCK); SELF-PROPELLED
TAR PIPELINING MACHINE OPERATOR; SKIPLOADER
OPERATOR (CRAWLER AND WHEEL TYPE, OVER 3/4 YD. AND
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UP TO AND INCLUDING 1-1/2 YDS.); SLIP FORM PUMP
OPERATOR (POWER DRIVEN HYDRAULIC LIFTING DEVICE FOR
CONCRETE FORMS); TRACTOR OPERATOR-BULLDOZER,
TAMPER-SCRAPER (SINGLE ENGINE, UP TO 100 H.P.
FLYWHEEL AND SIMILAR TYPES, UP TO AND INCLUDING D-5
AND SIMILAR TYPES); TUGGER HOIST OPERATOR (1 DRUM);
ULTRA HIGH PRESSURE WATERJET CUTTING TOOL SYSTEM
OPERATOR; VACUUM BLASTING MACHINE OPERATOR PREMIUM
PAY: $10.00 PER HOUR SHALL BE PAID ON ALL POWER
EQUIPMENT OPERATOR WORK ON THE FOLLOWNG MILITARY
BASES: CHINA LAKE NAVAL RESERVE, VANDENBERG AFB,
POINT ARGUELLO, SEELY NAVAL BASE, FORT IRWIN, NEBO
ANNEX MARINE BASE, MARINE CORP LOGISTICS BASE
YERMO, EDWARDS AFB, 29 PALMS MARINE BASE AND CAMP
PENDLETON WORKERS REQUIRED TO SUIT UP AND WORK
IN A HAZARDOUS MATERIAL ENVIRONMENT: $2.00 PER HOUR
ADDITIONAL. COMBINATION MIXER AND COMPRESSOR
OPERATOR ON GUNITE WORK SHALL BE CLASSIFIED AS A
CONCRETE MOBILE MIXER OPERATOR......................$ 66.18 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
4- ASPHALT PLANT FIREMAN; BACKHOE OPERATOR
(MINI-MAX OR SIMILAR TYPE); BORING MACHINE
OPERATOR; BOXMAN OR MIXERMAN (ASPHALT OR CONCRETE);
CHIP SPREADING MACHINE OPERATOR; CONCRETE CLEANING
DECONTAMINATION MACHINE OPERATOR; CONCRETE PUMP
OPERATOR (SMALL PORTABLE);DIRECT PUSH OPERATOR
(GEOPROBE OR SIMILAR TYPES) DRILLING MACHINE
OPERATOR, SMALL AUGER TYPES (TEXOMA SUPER
ECONOMATIC OR SIMILAR TYPES - HUGHES 100 OR 200 OR
SIMILAR TYPES - DRILLING DEPTH OF 30' MAXIMUM);
EQUIPMENT GREASER (GREASE TRUCK); GUARD RAIL POST
DRIVER OPERATOR; HIGHLINE CABLEWAY SIGNALMAN;
HYDRA-HAMMER-AERO STOMPER; MICRO TUNNELING (ABOVE
GROUND TUNNEL); POWER CONCRETE CURING MACHINE
OPERATOR; POWER CONCRETE SAW OPERATOR; POWER-DRIVEN
JUMBO FORM SETTER OPERATOR; POWER SWEEPER OPERATOR;
ROCK WHEEL SAW/TRENCHER; ROLLER OPERATOR
(COMPACTING); SCREED OPERATOR (ASPHALT OR
CONCRETE); TRENCHING MACHINE OPERATOR (UP TO 6
FT.); VACUUM OR MUCH TRUCK PREMIUM PAY: $10.00
PER HOUR SHALL BE PAID ON ALL POWER EQUIPMENT
OPERATOR WORK ON THE FOLLOWNG MILITARY BASES: CHINA
LAKE NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 65.96 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
3- ASPHALT-RUBBER BLEND OPERATOR; BOBCAT OR SIMILAR
TYPE (SKID STEER); EQUIPMENT GREASER (RACK); FORD
FERGUSON (WITH DRAGTYPE ATTACHMENTS); HELICOPTER
RADIOMAN (GROUND); STATIONARY PIPE WRAPPING AND
CLEANING MACHINE OPERATOR PREMIUM PAY: $10.00 PER
HOUR SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR
WORK ON THE FOLLOWNG MILITARY BASES: CHINA LAKE
NAVAL RESERVE, VANDENBERG AFB, POINT ARGUELLO,
SEELY NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE
BASE, MARINE CORP LOGISTICS BASE YERMO, EDWARDS
AFB, 29 PALMS MARINE BASE AND CAMP PENDLETON
WORKERS REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
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COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 64.67 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
2- ASPHALT-RUBBER PLANT OPERATOR (NURSE TANK
OPERATOR);COIL TUBING RIG OPERATOR, CONCRETE MIXER
OPERATOR-SKIP TYPE; CONVEYOR OPERATOR; FIREMAN;
FORKLIFT OPERATOR (INCLUDES LOED, LULL OR SIMILAR
TYPES OVER 5 TONS; HYDROSTATIC PUMP OPERATOR; OILER
CRUSHER (ASPHALT OR CONCRETE PLANT); PETROMAT
LAYDOWN MACHINE; PJU SIDE DUM JACK; SCREENING AND
CONVEYOR MACHINE OPERATOR (OR SIMILAR TYPES);
SKIPLOADER (WHEEL TYPE UP TO 3/4 YD. WITHOUT
ATTACHMENT); TAR POT FIREMAN; TEMPORARY HEATING
PLANT OPERATOR; TRENCHING MACHINE OILER PREMIUM
PAY: $10.00 PER HOUR SHALL BE PAID ON ALL POWER
EQUIPMENT OPERATOR WORK ON THE FOLLOWNG MILITARY
BASES: CHINA LAKE NAVAL RESERVE, VANDENBERG AFB,
POINT ARGUELLO, SEELY NAVAL BASE, FORT IRWIN, NEBO
ANNEX MARINE BASE, MARINE CORP LOGISTICS BASE
YERMO, EDWARDS AFB, 29 PALMS MARINE BASE AND CAMP
PENDLETON WORKERS REQUIRED TO SUIT UP AND WORK
IN A HAZARDOUS MATERIAL ENVIRONMENT: $2.00 PER HOUR
ADDITIONAL. COMBINATION MIXER AND COMPRESSOR
OPERATOR ON GUNITE WORK SHALL BE CLASSIFIED AS A
CONCRETE MOBILE MIXER OPERATOR......................$ 64.18 33.20 OPERATOR: POWER EQUIPMENT, ALL OTHER WORK: GROUP
1- BARGEMAN; BRAKEMAN; COMPRESSOR OPERATOR; DITCH
WITCH, WITH SEAT OR SIMILAR TYPE EQUIPMENT;
ELEVATOR OPERATOR-INSIDE; ENGINEER OILER; FORKLIFT
OPERATOR (INCLUDES LOED, LULL OR SIMILAR TYPES
UNDER 5 TONS; GENERATOR OPERATOR; GENERATOR, PUMP
OR COMPRESSOR PLANT OPERATOR; PUMP OPERATOR;
SIGNALMAN; SWITCHMAN PREMIUM PAY: $10.00 PER HOUR
SHALL BE PAID ON ALL POWER EQUIPMENT OPERATOR WORK
ON THE FOLLOWNG MILITARY BASES: CHINA LAKE NAVAL
RESERVE, VANDENBERG AFB, POINT ARGUELLO, SEELY
NAVAL BASE, FORT IRWIN, NEBO ANNEX MARINE BASE,
MARINE CORP LOGISTICS BASE YERMO, EDWARDS AFB, 29
PALMS MARINE BASE AND CAMP PENDLETON WORKERS
REQUIRED TO SUIT UP AND WORK IN A HAZARDOUS
MATERIAL ENVIRONMENT: $2.00 PER HOUR ADDITIONAL.
COMBINATION MIXER AND COMPRESSOR OPERATOR ON GUNITE
WORK SHALL BE CLASSIFIED AS A CONCRETE MOBILE MIXER
OPERATOR............................................$ 63.40 33.20 ---------------------------------------------------------------- IRON0433-006 01/01/2025
Rates Fringes
IRONWORKER (ORNAMENTAL, REINFORCING AND STRUCTURAL).$ 50.70 35.15 IRONWORKER (FENCE ERECTOR)..........................$ 45.78 26.51 ---------------------------------------------------------------- LABO0300-001 11/01/2025
Rates Fringes
BRICK TENDER........................................$ 42.60 22.13 ---------------------------------------------------------------- LABO0300-003 07/01/2025
Rates Fringes
LABORER, TUNNEL: GROUP 4: DIAMOND DRILLER;
SANDBLASTER; SHAFT AND RAISE WORK...................$ 55.07 25.74 LABORER, TUNNEL: GROUP 3: BLASTER, DRILLER, POWDER
PERSON; CHEMICAL GROUT JET PERSON; CHERRY PICKER
PERSON; GROUT GUN PERSON; GROUT MIXER PERSON; GROUT
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PUMP PERSON; JACKLEG MINER; JUMBO PERSON; KEMPER
AND OTHER PNEUMATIC CONCRETE PLACER OPERATOR;
MINER, TUNNEL (HAND OR MACHINE); NOZZLE PERSON;
OPERATING OF TROWELING AND/OR GROUTING MACHINES;
POWDER PERSON (PRIMER HOUSE); PRIMER PERSON;
SANDBLASTER; SHOTCRETE PERSON; STEEL FORM RAISER
AND SETTER; TIMBER PERSON, RETIMBER PERSON, WOOD OR
STEEL; TUNNEL CONCRETE FINISHER .................$ 54.38 25.74 LABORER, TUNNEL: GROUP 2: CHUCKTENDER, CABLETENDER;
LOADING AND UNLOADING AGITATOR CARS;; VIBRATOR
PERSON, JACK HAMMER, PNEUMATIC TOOLS (EXCEPT
DRILLER); BULL GANG MUCKER, TRACK PERSON; CONCRETE
CREW, INCLUDING RODDER AND SPREADER ...............$ 53.92 25.74 LABORER, TUNNEL: GROUP 1: BATCH PLANT LABORER;
CHANGEHOUSE PERSON; DUMP PERSON; DUMP PERSON
(OUTSIDE); SWAMPER (BRAKE PERSON AND SWITCH PERSON
ON TUNNEL WORK); TUNNEL MATERIALS HANDLING PERSON;
NIPPER; POT TENDER, USING MASTIC OR OTHER MATERIALS
(FOR EXAMPLE, BUT NOT BY WAY OF LIMITATION,
SHOTCRETE, ETC.) ..................................$ 53.60 25.74 LABORER GROUP 5: BLASTER POWDER, ALL WORK OF
LOADING HOLES, PLACING AND BLASTING OF ALL POWDER
AND EXPLOSIVES OF WHATEVER TYPE, REGARDLESS OF
METHOD USED FOR SUCH LOADING AND PLACING; DRILLER:
ALL POWER DRILLS, EXCLUDING JACKHAMMER, WHETHER
CORE, DIAMOND, WAGON, TRACK, MULTIPLE UNIT, AND ANY
AND ALL OTHER TYPES OF MECHANICAL DRILLS WITHOUT
REGARD TO THE FORM OF MOTIVE POWER; TOXIC WASTE
REMOVAL .........................$ 49.48 25.95 LABORER GROUP 4: ASPHALT RAKER, LUTE PERSON,
IRONER, ASPHALT DUMP PERSON, AND ASPHALT SPREADER
BOXES (ALL TYPES); CONCRETE CORE CUTTER (WALLS,
FLOORS OR CEILINGS), GRINDER OR SANDER; CONCRETE
SAW PERSON, CUTTING WALLS OR FLAT WORK, SCORING OLD
OR NEW CONCRETE; CRIBBER, SHORER, LAGGING, SHEETING
AND TRENCH BRACING, HAND-GUIDED LAGGING HAMMER;
HEAD ROCK SLINGER; LABORER, ASPHALT- RUBBER
DISTRIBUTOR BOOT PERSON; LASER BEAM IN CONNECTION
WITH LABORERS' WORK; OVERSIZE CONCRETE VIBRATOR
OPERATOR, 70 LBS. AND OVER; PIPELAYER PERFORMING
ALL SERVICES IN THE LAYING AND INSTALLATION OF PIPE
FROM THE POINT OF RECEIVING PIPE IN THE DITCH UNTIL
COMPLETION OF OPERATION, INCLUDING ANY AND ALL
FORMS OF TUBULAR MATERIAL, WHETHER PIPE, METALLIC
OR NON-METALLIC, CONDUIT AND ANY OTHER STATIONARY
TYPE OF TUBULAR DEVICE USED FOR THE CONVEYING OF
ANY SUBSTANCE OR ELEMENT, WHETHER WATER, SEWAGE,
SOLID GAS, AIR, OR OTHER PRODUCT WHATSOEVER AND
WITHOUT REGARD TO THE NATURE OF MATERIAL FROM WHICH
THE TUBULAR MATERIAL IS FABRICATED; NO-JOINT PIPE
AND STRIPPING OF SAME; PREFABRICATED MANHOLE
INSTALLER; SANDBLASTER (NOZZLE PERSON), WATER
BLASTING, PORTA SHOT-BLAST..........................$ 49.13 25.95 LABORER GROUP 3: BUGGYMOBILE PERSON; CONCRETE
CUTTING TORCH; CONCRETE PILE CUTTER; DRILLER,
JACKHAMMER, 2-1/2 FT. DRILL STEEL OR LONGER;
DRI-PAK-IT MACHINE; GAS, OIL AND/OR WATER PIPELINE
WRAPPER, 6-IN. PIPE AND OVER, BY ANY METHOD, INSIDE
AND OUT; HIGH SCALER (INCLUDING DRILLING OF SAME);
HYDRO SEEDER AND SIMILAR TYPE; IMPACT WRENCH
MULTI-PLATE; KETTLE PERSON, POT PERSON AND WORKERS
APPLYING ASPHALT, LAY-KOLD, CREOSOTE, LIME CAUSTIC
AND SIMILAR TYPE MATERIALS (""APPLYING"" MEANS
APPLYING, DIPPING, BRUSHING OR HANDLING OF SUCH
MATERIALS FOR PIPE WRAPPING AND WATERPROOFING);
6/8/26, 1:24 PM SAM.gov
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OPERATOR OF PNEUMATIC, GAS, ELECTRIC TOOLS,
VIBRATING MACHINE, PAVEMENT BREAKER, AIR BLASTING,
COME-ALONGS, AND SIMILAR MECHANICAL TOOLS NOT
SEPARATELY CLASSIFIED HEREIN; PIPELAYER'S BACKUP
PERSON, COATING, GROUTING, MAKING OF JOINTS,
SEALING, CAULKING, DIAPERING AND INCLUDING RUBBER
GASKET JOINTS, POINTING AND ANY AND ALL OTHER
SERVICES; ROCK SLINGER; ROTARY SCARIFIER OR
MULTIPLE HEAD CONCRETE CHIPPING SCARIFIER; STEEL
HEADERBOARD AND GUIDELINE SETTER; TAMPER, BARKO,
WACKER AND SIMILAR TYPE; TRENCHING MACHINE,
HAND-PROPELLED......................................$ 47.58 25.95 LABORER GROUP 2: ASPHALT SHOVELER; CEMENT DUMPER
(ON 1 YD. OR LARGER MIXER AND HANDLING BULK
CEMENT); CESSPOOL DIGGER AND INSTALLER;
CHUCKTENDER; CHUTE HANDLER, POURING CONCRETE, THE
HANDLING OF THE CHUTE FROM READYMIX TRUCKS, SUCH AS
WALLS, SLABS, DECKS, FLOORS, FOUNDATION, FOOTINGS,
CURBS, GUTTERS AND SIDEWALKS; CONCRETE CURER,
IMPERVIOUS MEMBRANE AND FORM OILER; CUTTING TORCH
OPERATOR (DEMOLITION); FINE GRADER, HIGHWAYS AND
STREET PAVING, AIRPORT, RUNWAYS AND SIMILAR TYPE
HEAVY CONSTRUCTION; GAS, OIL AND/OR WATER PIPELINE
WRAPPER - POT TENDER AND FORM PERSON; GUINEA
CHASER; HEADERBOARD PERSON - ASPHALT; LABORER,
PACKING ROD STEEL AND PANS; MEMBRANE VAPOR BARRIER
INSTALLER; POWER BROOM SWEEPER (SMALL); RIPRAP
STONEPAVER, PLACING STONE OR WET SACKED CONCRETE;
ROTO SCRAPER AND TILLER; SANDBLASTER (POT TENDER);
SEPTIC TANK DIGGER AND INSTALLER(LEAD); TANK SCALER
AND CLEANER; TREE CLIMBER, FALLER, CHAIN SAW
OPERATOR, PITTSBURGH CHIPPER AND SIMILAR TYPE BRUSH
SHREDDER; UNDERGROUND LABORER, INCLUDING CAISSON
BELLOWER............................................$ 47.03 25.95 LABORER GROUP 1: CLEANING AND HANDLING OF PANEL
FORMS; CONCRETE SCREEDING FOR ROUGH STRIKE-OFF;
CONCRETE, WATER CURING; DEMOLITION LABORER, THE
CLEANING OF BRICK IF PERFORMED BY A WORKER
PERFORMING ANY OTHER PHASE OF DEMOLITION WORK, AND
THE CLEANING OF LUMBER; FIRE WATCHER, LIMBER, BRUSH
LOADER, PILER AND DEBRIS HANDLER; FLAG PERSON; GAS,
OIL AND/OR WATER PIPELINE LABORER; LABORER,
ASPHALT-RUBBER MATERIAL LOADER; LABORER, GENERAL OR
CONSTRUCTION; LABORER, GENERAL CLEAN-UP; LABORER,
LANDSCAPING; LABORER, JETTING; LABORER, TEMPORARY
WATER AND AIR LINES; MATERIAL HOSE OPERATOR (WALLS,
SLABS, FLOORS AND DECKS); PLUGGING, FILLING OF SHEE
BOLT HOLES; DRY PACKING OF CONCRETE; RAILROAD
MAINTENANCE, REPAIR TRACK PERSON AND ROAD BEDS;
STREETCAR AND RAILROAD CONSTRUCTION TRACK LABORERS;
RIGGING AND SIGNALING; SCALER; SLIP FORM RAISER;
TAR AND MORTAR; TOOL CRIB OR TOOL HOUSE LABORER;
TRAFFIC CONTROL BY ANY METHOD; WINDOW CLEANER; WIRE
MESH PULLING - ALL CONCRETE POURING OPERATIONS......$ 46.48 25.95 ---------------------------------------------------------------- LABO0300-005 07/01/2025
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ASBESTOS REMOVAL LABORER SCOPE OF WORK: INCLUDES
SITE MOBILIZATION, INITIAL SITE CLEANUP, SITE
PREPARATION, REMOVAL OF ASBESTOS-CONTAINING
MATERIAL AND TOXIC WASTE, ENCAPSULATION, ENCLOSURE
AND DISPOSAL OF ASBESTOS- CONTAINING MATERIALS AND
TOXIC WASTE BY HAND OR WITH EQUIPMENT OR MACHINERY;
SCAFFOLDING, FABRICATION OF TEMPORARY WOODEN
6/8/26, 1:24 PM SAM.gov
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BARRIERS AND ASSEMBLY OF DECONTAMINATION STATIONS...$ 46.48 25.93 ---------------------------------------------------------------- LABO0345-001 07/01/2025
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LABORER, GUNITE: GROUP 3 REBOUNDMEN FOOTNOTE:
GUNITE PREMIUM PAY: WORKERS WORKING FROM A
BOSN'N'S CHAIR OR SUSPENDED FROM A ROPE OR CABLE
SHALL RECEIVE 40 CENTS PER HOUR ABOVE THE FOREGOING
APPLICABLE CLASSIFICATION RATES. WORKERS DOING
GUNITE AND/OR SHOTCRETE WORK IN A TUNNEL SHALL
RECEIVE 35 CENTS PER HOUR ABOVE THE FOREGOING
APPLICABLE CLASSIFICATION RATES, PAID ON A
PORTAL-TO-PORTAL BASIS. ANY WORK PERFORMED ON, IN
OR ABOVE ANY SMOKE STACK, SILO, STORAGE ELEVATOR OR
SIMILAR TYPE OF STRUCTURE, WHEN SUCH STRUCTURE IS
IN EXCESS OF 75'-0"" ABOVE BASE LEVEL AND WHICH WORK
MUST BE PERFORMED IN WHOLE OR IN PART MORE THAN
75'-0"" ABOVE BASE LEVEL, THAT WORK PERFORMED ABOVE
THE 75'-0"" LEVEL SHALL BE COMPENSATED FOR AT 35
CENTS PER HOUR ABOVE THE APPLICABLE CLASSIFICATION
WAGE RATE...........................................$ 51.39 23.77 LABORER, GUNITE: GROUP 2 GUNMEN FOOTNOTE: GUNITE
PREMIUM PAY: WORKERS WORKING FROM A BOSN'N'S
CHAIR OR SUSPENDED FROM A ROPE OR CABLE SHALL
RECEIVE 40 CENTS PER HOUR ABOVE THE FOREGOING
APPLICABLE CLASSIFICATION RATES. WORKERS DOING
GUNITE AND/OR SHOTCRETE WORK IN A TUNNEL SHALL
RECEIVE 35 CENTS PER HOUR ABOVE THE FOREGOING
APPLICABLE CLASSIFICATION RATES, PAID ON A
PORTAL-TO-PORTAL BASIS. ANY WORK PERFORMED ON, IN
OR ABOVE ANY SMOKE STACK, SILO, STORAGE ELEVATOR OR
SIMILAR TYPE OF STRUCTURE, WHEN SUCH STRUCTURE IS
IN EXCESS OF 75'-0"" ABOVE BASE LEVEL AND WHICH WORK
MUST BE PERFORMED IN WHOLE OR IN PART MORE THAN
75'-0"" ABOVE BASE LEVEL, THAT WORK PERFORMED ABOVE
THE 75'-0"" LEVEL SHALL BE COMPENSATED FOR AT 35
CENTS PER HOUR ABOVE THE APPLICABLE CLASSIFICATION
WAGE RATE...........................................$ 54.93 23.77 LABORER, GUNITE: GROUP 1 RODMEN, NOZZLEMEN
FOOTNOTE: GUNITE PREMIUM PAY: WORKERS WORKING
FROM A BOSN'N'S CHAIR OR SUSPENDED FROM A ROPE OR
CABLE SHALL RECEIVE 40 CENTS PER HOUR ABOVE THE
FOREGOING APPLICABLE CLASSIFICATION RATES.
WORKERS DOING GUNITE AND/OR SHOTCRETE WORK IN A
TUNNEL SHALL RECEIVE 35 CENTS PER HOUR ABOVE THE
FOREGOING APPLICABLE CLASSIFICATION RATES, PAID ON
A PORTAL-TO-PORTAL BASIS. ANY WORK PERFORMED ON,
IN OR ABOVE ANY SMOKE STACK, SILO, STORAGE ELEVATOR
OR SIMILAR TYPE OF STRUCTURE, WHEN SUCH STRUCTURE
IS IN EXCESS OF 75'-0"" ABOVE BASE LEVEL AND WHICH
WORK MUST BE PERFORMED IN WHOLE OR IN PART MORE
THAN 75'-0"" ABOVE BASE LEVEL, THAT WORK PERFORMED
ABOVE THE 75'-0"" LEVEL SHALL BE COMPENSATED FOR AT
35 CENTS PER HOUR ABOVE THE APPLICABLE
CLASSIFICATION WAGE RATE............................$ 55.88 23.77 ---------------------------------------------------------------- LABO1184-001 07/01/2025
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LABORERS:, STRIPING/SLURRY SEAL: GROUP 4 STRIPER:
LAYOUT AND APPLICATION OF TRAFFIC STRIPES AND
MARKINGS; HOT THERMO PLASTIC; TAPE TRAFFIC STRIPES
AND MARKINGS, INCLUDING TRAFFIC CONTROL; OPERATION
OF ALL RELATED MACHINERY AND EQUIPMENT..............$ 54.35 23.97 6/8/26, 1:24 PM SAM.gov
https://sam.gov/wage-determination/CA20260022/3 21/28
LABORERS:, STRIPING/SLURRY SEAL: GROUP 3 TRAFFIC
DELINEATING DEVICE APPLICATOR: LAYOUT AND
APPLICATION OF PAVEMENT MARKERS, DELINEATING SIGNS,
RUMBLE AND TRAFFIC BARS, ADHESIVES, GUIDE MARKERS,
OTHER TRAFFIC DELINEATING DEVICES INCLUDING TRAFFIC
CONTROL. THIS CATEGORY INCLUDES ALL TRAFFIC RELATED
SURFACE PREPARATION (SANDBLASTING, WATERBLASTING,
GRINDING) AS PART OF THE APPLICATION PROCESS.
TRAFFIC PROTECTIVE DELINEATING SYSTEM INSTALLER:
REMOVES, RELOCATES, INSTALLS, PERMANENTLY AFFIXED
ROADSIDE AND PARKING DELINEATION BARRICADES,
FENCING, CABLE ANCHOR, GUARD RAIL, REFERENCE SIGNS,
MONUMENT MARKERS; OPERATION OF ALL RELATED
MACHINERY AND EQUIPMENT; POWER BROOM SWEEPER........$ 52.61 23.97 LABORERS:, STRIPING/SLURRY SEAL: GROUP 2 TRAFFIC
SURFACE ABRASIVE BLASTER; POT TENDER - REMOVAL OF
ALL TRAFFIC LINES AND MARKINGS BY ANY METHOD
(SANDBLASTING, WATERBLASTING, GRINDING, ETC.) AND
PREPARATION OF SURFACE FOR COATINGS. TRAFFIC
CONTROL PERSON: CONTROLLING AND DIRECTING TRAFFIC
THROUGH BOTH CONVENTIONAL AND MOVING LANE CLOSURES;
OPERATION OF ALL RELATED MACHINERY AND EQUIPMENT....$ 50.60 23.97 LABORERS:, STRIPING/SLURRY SEAL: GROUP 1 PROTECTIVE
COATING, PAVEMENT SEALING, INCLUDING REPAIR AND
FILLING OF CRACKS BY ANY METHOD ON ANY SURFACE IN
PARKING LOTS, GAME COURTS AND PLAYGROUNDS;
CARSTOPS; OPERATION OF ALL RELATED MACHINERY AND
EQUIPMENT; EQUIPMENT REPAIR TECHNICIAN..............$ 49.30 23.97 LABORERS: HORIZONTAL DIRECTIONAL DRILLING: (4)
ELECTRONIC TRACKING LOCATOR.........................$ 51.96 20.86 LABORERS: HORIZONTAL DIRECTIONAL DRILLING: (3)
HORIZONTAL DIRECTIONAL DRILL OPERATOR...............$ 49.96 20.86 LABORERS: HORIZONTAL DIRECTIONAL DRILLING: (2)
VEHICLE OPERATOR/HAULER.............................$ 48.11 20.86 LABORERS: HORIZONTAL DIRECTIONAL DRILLING: (1)
DRILLING CREW LABORER...............................$ 47.94 20.86 ---------------------------------------------------------------- LABO1414-001 08/06/2025
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LABORER: PLASTER TENDER WORK ON A SWING STAGE
SCAFFOLD: $1.00 PER HOUR ADDITIONAL.................$ 48.72 25.97 LABORER: PLASTER CLEAN-UP LABORER WORK ON A SWING
STAGE SCAFFOLD: $1.00 PER HOUR ADDITIONAL...........$ 46.17 25.97 ---------------------------------------------------------------- PAIN0036-001 07/01/2023
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PAINTERS: INCLUDING LEAD ABATEMENT: (2) ALL OTHER
WORK ..............................................$ 38.52 18.64 ---------------------------------------------------------------- PAIN0036-006 09/01/2024
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DRYWALL FINISHER/TAPER (REMAINDER OF LOS ANGELES
COUNTY).............................................$ 49.33 26.82
DRYWALL FINISHER/TAPER (ANTELOPE VALLEY NORTH OF
THE FOLLOWING BOUNDARY: KERN COUNTY LINE TO HWY.
#5, SOUTH ON HWY. #5 TO HWY. N2, EAST ON N2 TO
PALMDALE BLVD., TO HWY. #14, SOUTH TO HWY. #18,
EAST TO HWY. #395)..................................$ 45.20 26.82 ---------------------------------------------------------------- PAIN0036-015 01/01/2025
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GLAZIER FOOTNOTE: ADDITIONAL $1.25 PER HOUR FOR
WORK IN A CONDOR, FROM THE THIRD (3RD) FLOOR AND UP
ADDITIONAL $1.25 PER HOUR FOR WORK ON THE OUTSIDE
OF THE BUILDING FROM A SWING STAGE OR ANY SUSPENDED
CONTRIVANCE, FROM THE GROUND UP.....................$ 53.05 30.64 ---------------------------------------------------------------- PAIN1247-002 01/01/2025
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SOFT FLOOR LAYER....................................$ 45.15 19.43 ---------------------------------------------------------------- PLAS0200-009 08/03/2022
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PLASTERER...........................................$ 47.37 19.64 ---------------------------------------------------------------- PLAS0500-002 07/01/2025
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CEMENT MASON/CONCRETE FINISHER......................$ 47.70 27.07 ---------------------------------------------------------------- PLUM0016-001 09/01/2025
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PLUMBER/PIPEFITTER (WORK ONLY ON STRIP MALLS, LIGHT
COMMERCIAL, TENANT IMPROVEMENT AND REMODEL WORK)....$ 44.29 24.16
PLUMBER/PIPEFITTER (ALL OTHER WORK EXCEPT WORK ON
NEW ADDITIONS AND REMODELING OF BARS, RESTAURANT,
STORES AND COMMERCIAL BUILDINGS NOT TO EXCEED 5,000
SQ. FT. OF FLOOR SPACE AND WORK ON STRIP MALLS,
LIGHT COMMERCIAL, TENANT IMPROVEMENT AND REMODEL
WORK)...............................................$ 61.73 26.81
PLUMBER/PIPEFITTER (WORK ONLY ON NEW ADDITIONS
AND REMODELING OF BARS, RESTAURANT, STORES AND
COMMERCIAL BUILDINGS NOT TO EXCEED 5,000 SQ. FT. OF
FLOOR SPACE)........................................$ 59.85 25.83 ---------------------------------------------------------------- PLUM0345-001 09/01/2025
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PLUMBER (SEWER & STORM DRAIN WORK)..................$ 48.84 23.58 PLUMBER (LANDSCAPE/IRRIGATION FITTER)...............$ 44.75 26.20 ---------------------------------------------------------------- ROOF0036-002 08/01/2025
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ROOFER FOOTNOTE: PITCH PREMIUM: WORK ON WHICH
EMPLOYEES ARE EXPOSED TO PITCH FUMES OR REQUIRED TO
HANDLE PITCH, PITCH BASE OR PITCH IMPREGNATED
PRODUCTS, OR ANY MATERIAL CONTAINING COAL TAR
PITCH, THE ENTIRE ROOFING CREW SHALL RECEIVE $1.75
PER HOUR ""PITCH PREMIUM"" PAY........................$ 52.63 20.73 ---------------------------------------------------------------- SFCA0669-013 01/01/2026
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SPRINKLER FITTER (DOES NOT INCLUDE THE CITY OF
POMONA, CATALINA ISLAND, AND THAT PART OF LOS
ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS
OF LOS ANGELES:)....................................$ 50.79 29.80 ---------------------------------------------------------------- SFCA0709-005 09/01/2025
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SPRINKLER FITTER: FIRE (THE CITY OF POMOMA,
6/8/26, 1:24 PM SAM.gov
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CATALINA ISLAND, AND THAT PART OF LOS ANGELES
COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS
ANGELES:)...........................................$ 58.60 33.65 ---------------------------------------------------------------- SHEE0105-002 01/01/2025
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SHEET METAL WORKER: (1) LIGHT COMMERCIAL: WORK ON
GENERAL SHEET METAL AND HEATING AND AC UP TO 4000
SQ FT. (LOS ANGELES (SOUTH OF A STRAIGHT LINE
BETWEEN GORMAN AND BIG PINES INCLUDING CATALINA
ISLAND))............................................$ 35.57 10.63 ---------------------------------------------------------------- SHEE0105-003 01/01/2025
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SHEET METAL WORKER: (1) COMMERCIAL - NEW
CONSTRUCTION AND REMODEL WORK (LOS ANGELES (SOUTH
OF A STRAIGHT LINE DRAWN BETWEEN GORMAN AND BIG
PINES)AND CATALINA ISLAND, INYO, KERN (NORTHEAST
PART, EAST OF HWY 395), MONO ORANGE, RIVERSIDE, AND
SAN BERNARDINO COUNTIES)............................$ 59.31 30.43 ---------------------------------------------------------------- SHEE0105-004 07/01/2023
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SHEET METAL WORKER (KERN (EXCLUDING PORTION EAST
OF HWY 395) & LOS ANGELES (NORTH OF A STRAIGHT LINE
DRAWN BETWEEN GORMAN AND BIG PINES INCLUDING CITIES
OF LANCASTER AND PALMDALE) COUNTIES)................$ 45.98 29.24 ---------------------------------------------------------------- TEAM0011-002 07/01/2025
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TRUCK DRIVER GROUP 12 BOOM TRUCK 17K AND ABOVE
WORK ON ALL MILITARY BASES: PREMIUM PAY: $3.00
PER HOUR ADDITIONAL. [29 PALMS MARINE BASE, CAMP
ROBERTS, CHINA LAKE, EDWARDS AFB, EL CENTRO NAVAL
FACILITY, FORT IRWIN, MARINE CORPS LOGISTICS BASE
AT NEBO & YERMO, MOUNTAIN WARFARE TRAINING CENTER,
BRIDGEPORT, POINT ARGUELLO, POINT CONCEPTION,
VANDENBERG AFB].....................................$ 44.05 35.69 TRUCK DRIVER GROUP 11 WATER PULL - TWIN ENGINE;
WATER PULL - TWIN ENGINE WITH ATTACHMENTS; WINCH
TRUCK DRIVER - $1.25 ADDITIONAL WHEN OPERATING
WINCH OR SIMILAR SPECIAL ATTACHMENTS WORK ON ALL
MILITARY BASES: PREMIUM PAY: $3.00 PER HOUR
ADDITIONAL. [29 PALMS MARINE BASE, CAMP ROBERTS,
CHINA LAKE, EDWARDS AFB, EL CENTRO NAVAL FACILITY,
FORT IRWIN, MARINE CORPS LOGISTICS BASE AT NEBO &
YERMO, MOUNTAIN WARFARE TRAINING CENTER,
BRIDGEPORT, POINT ARGUELLO, POINT CONCEPTION,
VANDENBERG AFB].....................................$ 43.62 35.69 TRUCK DRIVER GROUP 10 DUMP TRUCK - 50 YDS. OR MORE
WATER LEVEL; WATER PULL - SINGLE ENGINE WITH
ATTACHMENT WORK ON ALL MILITARY BASES: PREMIUM
PAY: $3.00 PER HOUR ADDITIONAL. [29 PALMS MARINE
BASE, CAMP ROBERTS, CHINA LAKE, EDWARDS AFB, EL
CENTRO NAVAL FACILITY, FORT IRWIN, MARINE CORPS
LOGISTICS BASE AT NEBO & YERMO, MOUNTAIN WARFARE
TRAINING CENTER, BRIDGEPORT, POINT ARGUELLO,
POINT CONCEPTION, VANDENBERG AFB]...................$ 43.12 35.69 TRUCK DRIVER GROUP 9 TRUCK REPAIR PERSON/WELDER;
LOW BED DRIVER, 9 AXLES OR OVER WORK ON ALL
MILITARY BASES: PREMIUM PAY: $3.00 PER HOUR
6/8/26, 1:24 PM SAM.gov
https://sam.gov/wage-determination/CA20260022/3 24/28
ADDITIONAL. [29 PALMS MARINE BASE, CAMP ROBERTS,
CHINA LAKE, EDWARDS AFB, EL CENTRO NAVAL FACILITY,
FORT IRWIN, MARINE CORPS LOGISTICS BASE AT NEBO &
YERMO, MOUNTAIN WARFARE TRAINING CENTER,
BRIDGEPORT, POINT ARGUELLO, POINT CONCEPTION,
VANDENBERG AFB].....................................$ 42.82 35.69 TRUCK DRIVER GROUP 8 DUMP TRUCK, 25 YDS. TO 49
YDS. WATER LEVEL; TRUCK REPAIR PERSON; WATER PULL -
SINGLE ENGINE; WELDER WORK ON ALL MILITARY BASES:
PREMIUM PAY: $3.00 PER HOUR ADDITIONAL. [29 PALMS
MARINE BASE, CAMP ROBERTS, CHINA LAKE, EDWARDS AFB,
EL CENTRO NAVAL FACILITY, FORT IRWIN, MARINE CORPS
LOGISTICS BASE AT NEBO & YERMO, MOUNTAIN WARFARE
TRAINING CENTER, BRIDGEPORT, POINT ARGUELLO,
POINT CONCEPTION, VANDENBERG AFB]...................$ 42.62 35.69 TRUCK DRIVER GROUP 7...............................$ 42.37 35.69 TRUCK DRIVER GROUP 6 TRANSIT MIX TRUCK, 3 YDS. OR
MORE; DUMPCRETE TRUCK, 6-1/2 YDS. WATER LEVEL AND
OVER; VEHICLE OR COMBINATION OF VEHICLES - 4 OR
MORE AXLES; OIL SPREADER TRUCK; DUMP TRUCK, 16 YDS.
TO 25 YDS. WATER LEVEL WORK ON ALL MILITARY BASES:
PREMIUM PAY: $3.00 PER HOUR ADDITIONAL. [29
PALMS MARINE BASE, CAMP ROBERTS, CHINA LAKE,
EDWARDS AFB, EL CENTRO NAVAL FACILITY, FORT IRWIN,
MARINE CORPS LOGISTICS BASE AT NEBO & YERMO,
MOUNTAIN WARFARE TRAINING CENTER, BRIDGEPORT,
POINT ARGUELLO, POINT CONCEPTION, VANDENBERG AFB]...$ 42.12 35.69 TRUCK DRIVER GROUP 5 WATER TRUCK, 3 OR MORE AXLES;
TRUCK GREASER AND TIRE PERSON ($0.50 ADDITIONAL FOR
TIRE PERSON); PIPELINE AND UTILITY WORKING TRUCK
DRIVER, INCLUDING WINCH TRUCK AND PLASTIC FUSION,
LIMITED TO PIPELINE AND UTILITY WORK; SLURRY TRUCK
DRIVER WORK ON ALL MILITARY BASES: PREMIUM PAY:
$3.00 PER HOUR ADDITIONAL. [29 PALMS MARINE BASE,
CAMP ROBERTS, CHINA LAKE, EDWARDS AFB, EL CENTRO
NAVAL FACILITY, FORT IRWIN, MARINE CORPS LOGISTICS
BASE AT NEBO & YERMO, MOUNTAIN WARFARE TRAINING
CENTER, BRIDGEPORT, POINT ARGUELLO, POINT
CONCEPTION, VANDENBERG AFB].........................$ 42.09 35.69 TRUCK DRIVER GROUP 4 DRIVER OF TRANSIT MIX TRUCK,
UNDER 3 YDS.; DUMPCRETE TRUCK, LESS THAN 6-1/2 YDS.
WATER LEVEL WORK ON ALL MILITARY BASES: PREMIUM
PAY: $3.00 PER HOUR ADDITIONAL. [29 PALMS MARINE
BASE, CAMP ROBERTS, CHINA LAKE, EDWARDS AFB, EL
CENTRO NAVAL FACILITY, FORT IRWIN, MARINE CORPS
LOGISTICS BASE AT NEBO & YERMO, MOUNTAIN WARFARE
TRAINING CENTER, BRIDGEPORT, POINT ARGUELLO,
POINT CONCEPTION, VANDENBERG AFB]...................$ 42.06 35.69 TRUCK DRIVER GROUP 3 DRIVER OF VEHICLE OR
COMBINATION OF VEHICLES - 3 AXLES; BOOT PERSON;
CEMENT MASON DISTRIBUTION TRUCK; FUEL TRUCK
DRIVER; WATER TRUCK - 2 AXLE; DUMP TRUCK, LESS THAN
16 YDS. WATER LEVEL; EROSION CONTROL DRIVER WORK
ON ALL MILITARY BASES: PREMIUM PAY: $3.00 PER
HOUR ADDITIONAL. [29 PALMS MARINE BASE, CAMP
ROBERTS, CHINA LAKE, EDWARDS AFB, EL CENTRO NAVAL
FACILITY, FORT IRWIN, MARINE CORPS LOGISTICS BASE
AT NEBO & YERMO, MOUNTAIN WARFARE TRAINING CENTER,
BRIDGEPORT, POINT ARGUELLO, POINT CONCEPTION,
VANDENBERG AFB].....................................$ 41.87 35.69 TRUCK DRIVER GROUP 2 DRIVER OF VEHICLE OR
COMBINATION OF VEHICLES - 2 AXLES; TRAFFIC CONTROL
PILOT CAR EXCLUDING MOVING HEAVY EQUIPMENT PERMIT
LOAD; TRUCK MOUNTED BROOM WORK ON ALL MILITARY
BASES: PREMIUM PAY: $3.00 PER HOUR ADDITIONAL.
6/8/26, 1:24 PM SAM.gov
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[29 PALMS MARINE BASE, CAMP ROBERTS, CHINA LAKE,
EDWARDS AFB, EL CENTRO NAVAL FACILITY, FORT IRWIN,
MARINE CORPS LOGISTICS BASE AT NEBO & YERMO,
MOUNTAIN WARFARE TRAINING CENTER, BRIDGEPORT,
POINT ARGUELLO, POINT CONCEPTION, VANDENBERG AFB]...$ 41.74 35.69 TRUCK DRIVER GROUP 1 TRUCK DRIVER WORK ON ALL
MILITARY BASES: PREMIUM PAY: $3.00 PER HOUR
ADDITIONAL. [29 PALMS MARINE BASE, CAMP ROBERTS,
CHINA LAKE, EDWARDS AFB, EL CENTRO NAVAL FACILITY,
FORT IRWIN, MARINE CORPS LOGISTICS BASE AT NEBO &
YERMO, MOUNTAIN WARFARE TRAINING CENTER,
BRIDGEPORT, POINT ARGUELLO, POINT CONCEPTION,
VANDENBERG AFB].....................................$ 41.59 35.69 ---------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
================================================================ Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.
Note: Executive Order 13658 generally applies to contracts subject to the Davis-Bacon Act that were awarded on or between January 1, 2015 and January 29, 2022, and that have not been renewed or extended on or after January 30, 2022. Executive Order 13658 does not apply to contracts subject only to the Davis-Bacon Related Acts regardless of when they were awarded. If a contract is subject to Executive Order 13658, the contractor must pay all covered workers at least $13.65 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract from May 11, 2026, through December 31, 2026. The applicable Executive Order minimum wage rate will be adjusted annually.
Additional information on contractor requirements and worker protections under Executive Order 13658 is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).
----------------------------------------------------------------------------------------------------- The body of each wage determination lists the classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.
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Union Rate Identifiers
A four-letter identifier beginning with characters other than � SU � , � UAVG � , � SA � , or � SC � denotes that a union rate was prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.
Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates
in the collective bargaining agreement (CBA) governing the classification.
Union Average Rate Identifiers
The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:
UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.
The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.
A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the
collective bargaining agreements on which the rate is based.
Survey Rate Identifiers
The � SU � identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this
classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union
prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier. � SU � wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).
State Adopted Rate Identifiers
The � SA � identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME 6/8/26, 1:24 PM SAM.gov
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refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.
The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the � SA � identifier took effect under state law in the state from which the rates were adopted.
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WAGE DETERMINATION APPEALS PROCESS
1) Has there been an initial decision in the matter? This can be:
a) a survey underlying a wage determination
b) an existing published wage determination
c) an initial WHD letter setting forth a position on
a wage determination matter
d) an initial conformance (additional classification
and rate) determination
On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to [email protected] or by mail to:
Branch of Wage Surveys
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
Regarding any other wage determination matter such as
conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.
Requests can be submitted via email to [email protected] or by mail to:
Branch of Construction Wage Determinations
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2) If an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).
Requests for review and reconsideration can be submitted via email to [email protected] or by mail to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210.
================================================================ END OF GENERAL DECISION"
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APPENDIX F
PROJECT PLAN SETS
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APPENDIX G
QAP FOR POMONA
FEDERAL AID PROJECTS
AND
BABA(Buy America Build
America)
THE CITY OF
POMONA
QUALITY ASSURANCE
PROGRAM (QAP) MANUAL
Prepared by:
398 Lemon Creek Drive, Suite E
Walnut, CA 91789
August 21, 2024
City of Pomona
505 South Garey Avenue
Pomona, CA 91766
Contact: Arnold Dichosa
(909) 620-2266
Code of Federal Regulations (CFR) –23CFR 637 – that govern transportation QAP requirements for minor agency Federal-aid projects and projects on the NHS prescribe policies, procedures, and guidelines to assure the quality of materials and construction in all Federal-aid highways and projects on the National Highway System.
QUALITY ASSURANCE PROGRAM (QAP)
MANUAL
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Article I. INTRODUCTION
The City of Pomona is located in the County of Los Angeles, State of California, District 7.
As per the new federal authorization MAP-21, starting October 1, 2012 the existing National Highway System (NHS) has been expanded to include all Principal Arterials (i.e.
Functional Classifications 1, 2 and 3) to the new Enhanced NHS1.
Projects located on the NHS but off the State Highway System (SHS), funded by Federal-aid or specified minor projects shall be in conformance with the City of Pomona QAP Program as outlined in this document.
Projects located on the SHS shall comply with the QA procedures as outlined in the following Caltrans manuals:
Construction Manual
Local Agency Resident Engineer Construction Manual Supplement Bridge Construction Records and Procedures Manual
Local Assistance Structure Representative Guidelines
All other projects designated as minor local or otherwise specified shall comply with this program.
The purpose of this program is to provide assurance that the materials and workmanship incorporated into the construction projects are in conformance with the contract requirements of the approved plans and specifications, including approved changes. This program should be updated at least once every five years or more frequent if there are changes of the testing frequencies or to the tests themselves.
Article II. DEFINITION OF TERMS
Acceptance Testing (AT) – Representative of the AGENCY for sampling and testing, or inspection, to determine the degree of compliance with contract requirements, also known as Quality Control (QC).
Agency – City of Pomona.
Quality Assurance Program (QAP) – A sampling, testing, and inspection program to provide assurance that the materials and workmanship incorporated into the construction project are in conformance with the contract specifications. The main elements of a QAP are an Acceptance Program and an Independent Assurance Program (IAP).
Independent Assurance Program (IAP): A program that verifies that AT is being performed correctly by certified testers using qualified laboratories and calibrated equipments.
1 https://www.fhwa.dot.gov/planning/national_highway_system/nhs_maps/california/los_angeles-long_beach-anaheim_ca.pdf
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National Highway System (NHS) – Roadways on the SHS, Interstate System and roads essential for connecting access to these systems. State Highway System (SHS) – Roadways owned and maintained by the State.
These roads are typically numbered by a state route or interstate highway number. Source Inspection – AT of manufactured and prefabricated materials at locations other than the job site, generally at the manufactured location. California Department of Transportation (Caltrans) – An executive department within the State of California of the USA. Its purpose is to improve mobility across the state. Caltrans manages the SHS and is actively involved with local public transportation systems throughout the state.
Contractor’s Quality Assurance (QA) – Representative of the Contractor to maintain quality management of the plans, specifications, and other contracting document to prevent mistakes and defects in manufactured and installation of products. American Society for Testing and Materials (ASTM) – is an international standards organization that develops and publishes voluntary consensus technical standards for a wide range of materials, products, systems, and services. American Association of State Highway and Transportation Officials (AASHTO) – is a standards setting body which publishes specifications, test protocols and guidelines which are used in highway design and construction throughout the United States. California Test (CT) Methods – Caltrans published lab procedures by the Materials Engineering and Testing Services, Division of Caltrans, to conduct specialized laboratory and field testing, provide inspections and provide expert advice on all phases of transportation engineering involving materials and manufactured products.
Correlation Program – A testing laboratory tied to a nationally known proficiency; testing program such as the Caltrans Reference Sample Program (CRSP), AASHTO Materials Reference Laboratory (AMRL) or Cement and Concrete Reference Laboratory (CCRL).
Article III. MATERIALS ACCEPTANCE PROGRAM
AT on minor streets and other designated projects shall be completed by the AGENCY’S representative and performed by a materials laboratory certified to perform the required tests. The test results will be used to ensure that all materials incorporated into the project are in compliance with the contract specifications. Sampling and testing to determine compliance with the contract requirements shall include but not be limited to the degree of frequency conforming to the provisions of this QAP, qualification of the laboratory, proficiency testing, and thorough acceptance testing documentation. Material testing, laboratory, and tester to be under the supervision of the AGENCY or AGENCY’s hired certified laboratory.
Section 3.01 Acceptance of Unprocessed and Processed Soils and Aggregates The acceptance of processed and unprocessed soils and aggregates includes verification sampling, testing, and inspection, and, in special cases, may include the results of quality control sampling and testing. Examples of unprocessed materials include sand, rip rap,
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subgrade, and embankment and backfill materials. Examples of processed materials include aggregates, bases, PCC, and HMA. The contract and the QAP combine to ensure the quality of the soils and aggregates entering the project.
Section 3.02 Materials Engineering and Testing Services The materials laboratory (Engineer) shall be a separate and independent company from the CONTRACTOR’S company, at their own expense, under the responsible management of a California Registered Professional Civil Engineer with experience in sampling, inspection and testing of construction materials. The Engineer shall certify the results of all tests performed by laboratory personnel under the Engineer’s supervision. The materials laboratory shall contain certified test equipment capable of performing the tests conforming to the provisions of this QAP. All certifications shall be submitted to the AGENCY expeditiously and in a timely manner that shall allow effective construction inspection and acceptance or rejection of the work by the AGENCY’s representative within a time frame that is also sufficient to allow the CONTRACTOR to correct all deficient work and provide testing results acceptance to the AGENCY.
1. Qualifications – Testing laboratories, acceptance samplers and acceptance testers shall be verified through an independent assurance program.
2. Correlation Testing Program – The materials laboratory shall be a participant in one or more of the following testing programs in accordance to the allowable test methods:
a. AASHTO Materials Reference Laboratory (AMRL)
b. Cement and Concrete Reference Laboratory (CCRL)
c. Caltrans’ Reference Samples Program (RSP)
3. Certification of Personnel – The materials laboratory shall employ personnel who are certified in accordance to the allowable procedures for which test methods are to be performed by one or more of the following:
a. Caltrans Independent Assurance
b. Nationally recognized non-Caltrans organizations such as the American Concrete Institute, National Institute of Certification of Engineering Technologies, etc.
c. Other recognized organizations approved by the State of California and recognized by local governments or private associations.
Section 3.03 Testing Methods
The minor projects shall be in accordance with a national recognized standard (i.e., AASHTO, ASTM, etc.) as specified in the contract specifications. Sample locations and frequencies shall be in accordance with the contract specifications. If not so specified in the contract specifications, samples shall be taken at the locations and frequencies as shown in Attachment #1, “Sampling and Testing Frequency Table” of the QAP Manual.
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Section 3.04 Reporting AT Results
The following are time periods for reporting material test results to the Resident/City Engineer:
When the aggregate is sampled at material plants, test results for Sieve Analysis, Sand Equivalent and Cleanness Value shall be submitted to the Resident Engineer within 24 hours after sampling.
When materials are sampled at the job site, test results for compaction and maximum density shall be submitted to the Resident Engineer within 24 hours after sampling.
When soils and aggregates are sampled at the job site:
1. Test results for Sieve Analysis, Sand Equivalent and Cleanness Value shall be submitted to the Resident Engineer within 72 hours after sampling.
2. Test results for “R” Value and asphalt concrete extraction shall be submitted to the Resident Engineer within 96 hours after sampling.
A complete set of reporting results shall be provided to the Resident Engineer within 72 hours after sampling to include the following:
A log summary as shown in Attachment #2 (Appendix H of the Caltrans QAP Manual) of the acceptance tests taken on the project and the test methods used.
The location and frequency shall be given and be in accordance with the QAP. Test Methods on projects.
Copies of all sampler/tester and laboratory documentation All acceptance tests on the project. Example of an acceptance testing record is shown in Attachment #2 (Appendix G of the Caltrans QAP Manual). Records of pre-manufactured materials (collection of release tags) Materials certificate signed by the AT Geotechnical Engineer Certificate of Compliance
When sampling products such as Portland Cement Concrete (PCC), cement-treated base (CTB), hot mix asphalt (HMA), and other such materials, the time of such sampling shall be varied with respect to the time of the day insofar as possible, in order to avoid a predictable sampling routine. The reporting of AT results, if not performed by the Geotechnical Engineer’s staff, shall be done on an expedited basis such as by email (or fax if allowed by Resident Engineer).
Section 3.05 Sampler/Tester Documentation
Prior to performing any acceptance test on the AGENCY’s project, personnel should have all certification of qualifications in the project file. This generally includes verifying the use of personnel using their own equipment. The personnel shall have been issued a written examination and Proficiency Test to qualify as a sampler and tester. During the
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construction of project, the contractor is responsible to ensure all acceptance sampler and testers have records current.
Section 3.06 Laboratory Documentation
The materials laboratory used shall provide documentation that the laboratory complies with the QAP. During the construction of project, the CONTRACTOR is responsible to keep all acceptance testing records current. All elements used on the project to verify the accuracy of the test results per the contract documents shall at least once a year have the following:
1. Laboratory and Testing Equipment – The materials laboratory shall only use laboratory and testing equipment that is in good working order. All such equipment shall be calibrated as dictated by the test method. All testing equipment shall be calibrated by impartial means using devices of accuracy traceable to the National Institute of Standards and Technology. A decal shall be firmly affixed to each piece of equipment showing the date of the last calibration. All testing equipment calibration decals shall be checked as part of the IAP or proof of calibration shall be kept on file.
2. References – A current copy of the AGENCY’S QAP and test methods standards Section 3.07 Failing Test
In the circumstance that a material fails an acceptance test, sufficient additional acceptance tests must be taken to isolate the affected work. Documentation of the results of such additional tests must be included in the project records, including a description of the corrective measures taken. Corrective action or retesting of failing tests must be noted in the remarks column of the test summary log. Documentation of the reason that materials represented by failing tests were incorporated into the project must be in the project files.
Section 3.08 Acceptance of Minor Quantities Without Testing (Visual Inspection) Relatively minor quantities of construction materials may be accepted without testing. The following three (3) conditions must be met:
1. Visual examination of the material is performed.
2. The manufacturer has recently furnished similar materials found to be satisfactory using normal sampling and testing requirements.
3. The manufacturer (or supplier in the case of HMA or concrete) provides certification that the material furnished complies with the contract specifications.
Approximate quantities that may be accepted by visual inspection:
Aggregates other than for use in Portland Cement Concrete, not to exceed: 100 tons per day, nor more than 500 tons per project.
Bituminous mixtures (includes HMA); not to exceed 50 tons per day (sample at Engineer’s discretion if project is less than 500 tons) Bituminous material (includes Asphalt); not to exceed 100 gallons per project
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Article IV. INDEPENDENT ASSURANCE PROGRAM (IAP)
The Independent Assurance Program (IAP) are the procedures to verify that the AT is being performed correctly by qualified testers and laboratories when AT is not provided by the Agency. IAP shall be provided by personnel from Caltrans or the Agency’s consultants certified materials laboratory. IAP will be used to verify that sampling and testing procedures are being performed properly and that all testing equipment is in good condition and properly calibrated. Records of equipment calibrations should be kept with equipment and in the project file.
The main function of the IA person is to “test the acceptance tester” and not be directly involved with the acceptance of materials. IAP proficiency tests shall be performed on every type of materials test required for the project. All other types of IAP shall be witness tests.
Section 4.01 Qualifications
IAP personnel shall be certified in the testing procedures of their performed task, as part of the IAP, and shall not be involved in any aspect of AT. IA person should have at least three years of experience.
Section 4.02 Proficiency Test
Proficiency tests shall be performed on Sieve Analysis, Sand Equivalent, and Cleanness Value tests.
IA person should work in a laboratory that performs annual proficiency tests using AMRL, CCRL and/or CT methods. The laboratory should then be accredited by AASHTO and perform proficiency tests with AMRL and/or CCRL accredited laboratory. Material samples for the proficiency tests should be prepared by the accredited laboratory. The IA person should perform the material tests, using IA person’s own equipment, and forward the test results to the accredited laboratory for evaluation.
Section 4.03 Reporting IAP Results
Poor correlation between acceptance tester’s results and other test results may indicate probable deficiencies with the acceptance sampling and testing procedures, In cases of unresolved discrepancies, a complete review of AT shall be performed by IAP personnel, or an independent materials laboratory chosen by the Agency. A written procedure for dispute resolution on the discrepancy shall be kept in the project file. IAP samples and tests are not to be used for determining compliance with contract requirements. Compliance with contract requirements is determined only by AT.
(a) Certificate of Proficiency for Acceptance Sampler and Tester The Certificate of Proficiency should include the following items:
The printed full name of the acceptance sampler/or tester The company and address of the qualified sample and/or tester A list of the test methods the sampler and/or tester is qualified to perform The re-qualification date (month and year) for each test The printed name (and signature) of the IA person
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The date the certificate is issued.
Article V. TESTING OF MANUFACTURED MATERIALS OR FABRICATED
MATERIALS
It is the responsibility of the Contractor to identify the need of inspection and acceptance testing of manufactured materials and products and notify the Resident Engineer using Form CEM-3101 “Notice of Materials to Be Used”, see Attachment #3 (CEM-3101), early in the project. Submittal of the “Notice of Materials to Be Used” shall be in a manner that shall leave sufficient time for the Resident Engineer to inspect and test materials without causing delay of the work.
The acceptance of manufactured and prefabricated materials for use on the project shall be on the basis of source inspection, authorized materials list or by certificate of compliance. The following sections describe each method and applicability in the project, as well as describing the need for Buy America compliance.
Section 5.01 Source Inspection
Upon receiving the “Notice of Materials to Be Used” forms from the Contractor, the Resident Engineer will determine which manufactured and prefabricated items will require source inspection for the project. A list of materials that commonly require source inspection can be found in Attachment #4 (Caltrans Construction Manual - Table 6-2.1).
The source inspection will be performed by a qualified consultant lab staff chosen by the agency, at the expense of the Contractor.
Section 5.02 Authorized Material List
Any manufactured or prefabricated materials that fall into any of the category of materials listed in the Caltrans Authorized Materials List2 must be shown on the appropriate Authorized Material List (AML) before use on the project. Resident Engineer may also require a Certificate of Compliance and inspection and testing for acceptance of material.
Section 5.03 Certificate of Compliance
Certain materials can be accepted by Certificate of Compliance (COC) when specified in the contract. The Local Assistance Procedures Manual3 (LAPM) contain exhibits as shown in Attachment #5 (Exhibit 16-T1 & Exhibit 16-T2) that outline materials typically accepted by COC, barring that they do not involve structural integrity or safety in the project. COC of an applicable material must be supplied to the Resident Engineer prior to the use of the material in the project.
2 https://dot.ca.gov/programs/engineering-services/authorized-materials-lists 3 https://dot.ca.gov/programs/local-assistance/guidelines-and-procedures/local-assistance-procedures- manual-lapm
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Required elements of an acceptable COC are as follows:
Project Number
Certified material lot number matching lot tags affixed or stenciled to the released materials
Manufacturer’s signature
A statement that the material complies with the specifications of the contract
An example of acceptable COC’s can be found in Attachment #6 (Appendix J of the QAP Manual).
Section 5.04 Buy America Certification
All Iron and Steel manufactured products and constructed materials permanently incorporated into the project shall comply with Buy America requirements per 23 CFR 635.410 and Section 70914 of the Build America, Buy America (BABA) Act. Each shipment of Iron and Steel materials shall come furnished with their own COC that includes the mill markings or heat numbers, and a signed statement from the manufacture that states that all manufacturing processes involved in the production of the products occurred in the United States. The following processes are included:
Rolling Extruding
Machining Bending
Grinding Drilling
Coating Welding
Smelting
If federal-aid money has been authorized for any phase of the project, than the Buy America requirements apply to all phases of the project, regardless if the material is being paid for using non-federal portion of the funding. Temporary iron and steel materials, e.g. formwork, sheet piling, shoring, shall be excluded from the Buy America requirements.
Article VI. PROJECT CERTIFICATION
The Resident Engineer shall include a “Materials Certificate”, upon completion of the federal-aid project and it shall be included in the AGENCY’S project records. The AGENCY’s Person in Responsible Charge shall sign the certificate. All materials incorporated into the work which did not conform to specifications shall be explained and justified on the “Materials Certification”, including changes by virtue of contract change orders. See Attachment #7 for an example (Appendix K of the QAP Manual). The original is to be submitted to the Caltrans District Local Assistance Engineer (DLAE) in the Report of Expenditures.
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Article VII. RECORDS
All material records of samples and tests, material releases and certificates of compliance for the construction project shall be incorporated into the Resident Engineer’s project file as stated below:
The files shall be organized.
It is recommended that the complete project file be available at a single location for inspection by Caltrans and FHWA personnel.
The project files shall be available for at least three years following the date of final project voucher.
The use of a “Log Summary,” as shown in Appendix H of the QAP Manual, facilitates reviews of material sampling and testing, and assists the Resident Engineer in tracking the frequency of testing.
When two or more projects are being furnished identical materials simultaneously from the same plant, it is not necessary to take separate samples or perform separate tests for each project; however, copies of the test reports shall be provided for each of the projects separately to complete the records.
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ATTACHMENT #1–Page 1
ATTACHMENT #1: Sampling and Testing Frequency Table
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ATTACHMENT #2
Acceptance Testing Reporting Example Forms
(Caltrans QAP Manual – Appendix G, H)
Appendix G - Example of an Acceptance Testing Record
Material Tested: Fresh Concrete
Location of Test: Station 100 + 50 (50 feet right of centerline) Type of Work: Retaining Wall Foundation .
Date Test Number Description of
Test Test Results Specification
07/07/07 CT 504 Air Content 4.2% 4.0 % Minimum
07/07/07 CT 533 Ball Penetration 1.5 in. 0.5 to 2.0 in.
Printed Name of Acceptance Tester: Bill Johnson Signature:
Company: ABC Engineering Company (Middletown, CA)
Date: 07/07/07 .
Note: An air content test was recommended because the foundation elevation was over 5,000 feet.
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ATTACHMENT #3
Materials to Be Used Form
(CEM-31011)
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1Download form at https://dot.ca.gov/programs/construction/forms
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ATTACHMENT #4
Inspection of Fabricated and Manufactured Materials
(Caltrans Construction Manual1 – Table 6-2.1)
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ATTACHMENT #4
Inspection of Fabricated and Manufactured Materials
(Caltrans Construction Manual1 – Table 6-2.1)
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1The Caltrans Construction Manual can be downloaded at
https://dot.ca.gov/programs/construction/construction-manual
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ATTACHMENT #5
Materials Requiring a Certificate of Compliance per Caltrans Standard Specifications (LAPM – Exhibit 16-T1)
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CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 5
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 6
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 7
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 8
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 9
Materials Requiring a Certificate of Compliance per Greenbook Specifications (LAPM Exhibit 16-T2)
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #5–Page 10
Exhibit 16-T1 & 16-T2 can both be downloaded at
https://dot.ca.gov/programs/local-assistance/forms/local-assistance-procedures-manual- forms
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #6–Page 1
ATTACHMENT #6
(Appendix J of the QAP Manual)
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #6–Page 2
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #7–Page 1
ATTACHMENT #7
(Caltrans QAP Manual – Appendix K)
MATERIALS CERTIFICATE
CITY LETTERHEAD (Sample)
Date: Federal-Aid Project No.: Project No.:
Subject: Materials Certification
This is to certify that:
The results of the tests on acceptance samples indicate that the materials incorporated in the construction work and the construction operations controlled by sampling and testing were in conformity with the approved plans and specifications.
Exceptions to the plans and specifications are explained on the back of this memorandum (or on attached sheet).
No exceptions to the plans and specifications were found.
Signature of local agency engineer in responsible charge of project and title
Distribution: ( For all projects ) 1) Local agency Project Files (original) 2) DLAE (1 copy in Report of Expenditures)
(For projects on the NHS) 3) FHWA (1 copy)
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #7–Page 2
CITY OF POMONA
QUALITY ASSURANCE PROGRAM MANUAL
APPROVED: 8/21/2024
ATTACHMENT #8–Page 1
ATTACHMENT #8
Map-21 Non-State Highway NHS
On October 1, 2012, Section 1104 of MAP-21 expanded the National Highway System (NHS) to include all existing Principal Arterials (i.e. Functional Classifications 1, 2 and 3) to the NHS. Per MAP-21, the NHS is composed of approximately 160,000 miles of rural and urban roads nationwide serving major population centers, international border crossings, intermodal transportation facilities, and major travel destinations. The following NHS excerpt are those under the City of Pomona jurisdiction which shall only comply with the QAP for Federal-Aid and NHS projects:
STREET FROM TO
ARROW HWY .04M E/MIRAMONTE DR MOUNTAIN AVE
AVENIDA RANCHEROS MISSION BLVD SANTA CLARA DR
EAST END AVE GRAND AVE MISSION BLVD
FAIRPLEX DR HOLT AVE MCKINLEY AVE
HOLT AVE FAIRPLEX DR SBD CO LN
MISSION BLVD TEMPLE AVE SBD CO LN
PHILADELPHIA ST GAREY AVE TOWNE AVE
RIO RANCHO RD PHILLIPS RANCH RD GAREY AVE
SANTA CLARA DR AVENIDA RANCHEROS VILLAGE LOOP RD
TEMPLE AVE .29M W/SOUTH CAMPUS DR MISSION BLVD
TOWNE AVE .04M S/AMADOR ST FOOTHILL BLVD (SHWY 66)
TOWNE AVE RIVERSIDE DR GROVE ST
VALLEY BLVD .77M NE/GRAND AVE FAIRPLEX DR
VILLAGE LOOP RD SANTA CLARA DR PHILLIPS RANCH RD
APPENDIX H
EXISTING PAVEMENT
CONDITIONS
(GEOTECHNICAL)
Project No. 24-1262 August 22, 2025 Page 1 of 15
Rev 0
1. INTRODUCTION
This report presents the results of a Geotechnical Pavement Engineering Investigation performed by Geo-Advantec, Inc. (GAI) for the proposed Future Street Rehabilitation Project at Lexington Avenue (Ave) between White Ave and Towne Ave in Pomona, California. This geotechnical and pavement investigation was performed to evaluate the existing pavement section thicknesses, subgrade soil conditions, and general pavement distresses for the roadway segment within the project. This report includes our findings from the exploratory work and provides recommendations for the design and construction of the proposed roadway pavements and rehabilitation from a geotechnical and pavement engineering standpoint.
The recommendations provided within this report are based on the results of our field exploration, laboratory testing, engineering analyses, and our experience with similar projects. Our services were performed in general accordance with our Proposal No. 24-1262, dated October 21, 2024.
Our professional services have been performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or implied, is made as to the professional advice included in this report. This report has been prepared for the RKA Consulting Group (“the Client”) and the City of Pomona (“the City”) for the subject project. The report has not been prepared for use by other parties and may not contain sufficient information for other parties or the purposes of other uses. The Geotechnical Engineer of Record (GEOR) should be allowed to review the plans for the proposed developments and perform such additional geotechnical analyses as may be required to confirm the applicability of the recommendations contained in this report to the final design.
2. PROPOSED DEVELOPMENTS
As GAI understands, the City intends to rehabilitate the pavement along Lexington Ave between White Ave (west project limit) and Towne Ave (east project limit). This segment of Lexington Ave is approximately 5,300 feet in length and has a west-east alignment. Lexington Ave is mainly one traffic lane in each direction with a parking lane, right turn pockets, and middle-left turn pockets.
Between White Avenue and Garey Avenue, the roadway also includes a dedicated bike lane in both directions. Lexington Ave is a collector roadway that is traversed by passenger vehicles. A vicinity map is shown in Figure A-1.
Our understanding of the proposed developments is based on the information provided by the City, and it is the basis for the geotechnical recommendations provided in this report.
3. SCOPE OF SERVICES
To perform a thorough investigation and provide the most appropriate rehabilitation alternatives, GAI conducted the following scope of services:
Project No. 24-1262 August 22, 2025 Page 2 of 15
Rev 0
• Performed a site reconnaissance, evaluated the general conditions of the existing pavement, and marked the proposed core locations for the purpose of underground utility clearance.
• Coordinated the field operations with the City.
• Conducted twenty small-diameter cores using a concrete coring machine. • Measured the thicknesses of the asphalt concrete and aggregate base sections of each core at the core locations.
• Determined the presence of pavement fabric within each core. • Collected disturbed/bulk samples of the encountered asphalt concrete, aggregate base, and subgrade materials.
• Performed laboratory testing on selected soil samples obtained from the field exploration. • Reviewed the field data and laboratory test results and performed engineering analyses. • Prepared a final geotechnical pavement engineering report, which includes our findings and recommendations for the design and construction of the proposed roadway pavements and rehabilitation from a geotechnical and pavement point of view.
4. FIELD EXPLORATORY WORKS
GAI conducted the field exploratory program from July 24, 2025, to July 25, 2025, and it consisted of performing a total of 20 small-diameter cores. At each location, the Asphalt Concrete (AC) was cored through, and the base materials were dug through to reach the subgrade soils. The thicknesses of the pavement structural sections (e.g., AC and aggregate base layers) were measured. AC cores, zip bags of base samples, and bulk samples of the subgrade soils were collected from each core location . For Core C-10, the subgrade was not reached due to the presence of a concrete slab beneath the pavement structural section at the cored location.
The existence of pavement fabric interlayers was also investigated , and they were encountered in the cores along Lexington Ave from White Ave to Park Ave, specifically Cores C-1 to C-5.
Table 4.1 summarizes the measurements of the existing pavement sections of each core along with the classification of the subgrade material at each core location. Aerial photos for the roadway segments along Lexington Ave within the project limits (i.e., White Ave to Towne Ave) have been used as the base maps to depict the locations of the cores performed for this investigation and are shown in Figure A-2a to Figure A-2c.
Table 4.1. Field Exploration Summary on Lexington Ave
Core ID Cross-Roadways Adjacent to Core Lane a Pavement Section Thickness b Subgrade Soil c C-1 White Ave Howsler Pl EB 2" AC / PF / 4¾" AC / 6" CAB CL-ML C-2 White Ave Howsler Pl EB-LTP 2" AC / PF / 3½" AC / 9" Base CL C-3 Howsler Pl Park Ave WB 2¼" AC / PF / 3" AC / 6¼" Base CL
Project No. 24-1262 August 22, 2025 Page 3 of 15
Rev 0
Table 4.1. Field Exploration Summary on Lexington Ave
Core ID Cross-Roadways Adjacent to Core Lane a Pavement Section Thickness b Subgrade Soil c C-4 Howsler Pl Park Ave EB 2" AC / PF / 6" AC / 5" CAB SM C-5 Howsler Pl Park Ave EB-LTP 2½" AC / PF / 3½" AC / 9½" Base CL-ML C-6 Park Ave Baudin St WB 6¾" AC / 6" CAB SM
C-7 Baudin St Garey Ave EB 7½" AC / 8" CAB SM
C-8 Baudin St Garey Ave WB 8¼" AC / 6¾" CAB CL-ML
C-9 Baudin St Garey Ave WB 7" AC / 6" CAB SM
C-10 Baudin St Garey Ave EB 7¾" AC / 24" Base/ Conc. d -- d C-11 Garey Ave Harwood Dr EB 4¼" AC / 4¾" CAB SM
C-12 Garey Ave Harwood Dr WB 3¾" AC / 6" CAB SM
C-13 Garey Ave Harwood Dr EB 4½" AC / 4" CAB SM
C-14 Garey Ave Harwood Dr WB 4" AC / 5" Base SM
C-15 Garey Ave Harwood Dr EB 4" AC / 8" Base SW-SM w/ G C-16 Garey Ave Harwood Dr WB 3¾" AC / 6" Base SM
C-17 Garey Ave Harwood Dr EB 4" AC / 6" Base SW-SM
C-18 Garey Ave Harwood Dr WB 3¾" AC / 6" Base SM
C-19 Harwood Dr Towne Ave EB 3¼" AC / 4¾" Base SM
C-20 Harwood Dr Towne Ave WB 3½" AC / 5" Base SM
Abbreviations – AC: Asphalt Concrete. Ave: Avenue. CAB: Crushed Aggregate Base. Dr: Drive. EB: Eastbound. LTP:
Left turn pocket. PF: Pavement Fabric. Pl: Place. St: Street. WB: Westbound. a The roadway is one traffic lane in each direction with a parking lane, and a bike lane in each direction from White Ave to Garey Ave.
b Pavement sections are listed in the order of uppermost to bottommost layer. Base: the unspecified base material, as indicated by the gradation test results, conforms to the criteria of Crushed Miscelleaneous Base (CMB) in accordance with Table 200-2.4.2 in Section 200-2.4.2 of the Standard Specifications for Public Works Construction (SSPWC) by Building News (2021).
c Based on the Unified Soil Classification System (USCS): CL: Sandy Clay. CL-ML: Sandy Silty Clay. SM: Silty Sand.
SW-SM Well-graded Sand with Silt. SW-SM w/ G: Well-graded Sand with Silt and Gravel. d The concrete slab layer below the base layer was not completely cored through , and the subgrade layer was not reached at these locations. The concrete slab thickness and the subgrade soil could not be determined.
The surface material encountered during our field exploratory works within the project limit was AC over base over subgrade. The thickness of the AC varied by segment is shown in Figure A- 2a to Figure A-2c.:
• From White Ave to Park Ave, the thickness of AC ranged from 5¼ to 8 inches , with pavement fabric interlayers at 2 to 2¾ inches below the pavement surface. • From Park Ave to Garey Ave, the thickness of AC ranged from 6¾ to 8¼ inches. • From Garey Ave to Towne Ave, the thickness of AC ranged from 3¼ to 4½ inches.
Project No. 24-1262 August 22, 2025 Page 4 of 15
Rev 0
The base encountered in Cores C-1, C-4, C-6, C-7, C-8, C-9, C-11, C-12, and C-13 consisted of Crushed Aggregate Base (CAB), whereas the remaining cores consisted of unspecified base material, as indicated by the gradation test results, conforms to the criteria of Crushed Miscelleaneous Base (CMB) in accordance with Table 200 -2.4.2 in Section 200 -2.4.2 of the Standard Specifications for Public Works Construction (SSPWC) by Building News (2021) over subgrade. Core C -10 encountered a concrete slab beneath the base material. However, the thickness of the concrete slab and the underlying subgrade soil could not be determined.
5. EXISTING PAVEMENT CONDITIONS
GAI engineers visited the site, performed site reconnaissance, and evaluated the intensity of pavement defects and distress through visual observations. The entire length of the project was observed, and different types of distress for each segment were recorded. Table 5.1 summarizes the results of our observations and provides a general idea about the dominant failures and intensity of distresses that were observed in each roadway segment.
Table 5.1. Observational Assessment of the Pavement Conditions along Lexington Ave From To Lane Position
Alligator Cracks a
Block Cracks
Longitudinal Cracks
Transverse Cracks
Rutting
Shoving
Depression
Distortion
Raveling
Weathering
Patching
Pothole
White Ave Intersection EB -- x x
WB -- x x x
White Ave Howsler Pl
EB 4 x x x x x x x
EB-Shoulder 3 x x x
EB-LTP 3 x x
WB 4 x x x x x x
WB-Shoulder 1 x x x
Howsler Pl Park Ave
EB 4 x x x x x x x
EB-Shoulder 2 x x x
WB 4 x x x x x x x
WB-Shoulder 2 x x x
Park Ave Intersection EB 2 x x x
WB 2 x x
Park Ave Baudin St
EB 2 x x x x
EB-Shoulder 2 x x
WB 1 x x x x
WB-Shoulder -- x x x x
WB-LTP -- x x x
Baudin St Garey Ave
EB 2 x x x x x
EB-Shoulder/RTP 1 x x x
EB-LTP 1 x
WB 2 x x x x
WB-Shoulder 2 x x
Garey Ave Intersection EB -- x
WB --
Project No. 24-1262 August 22, 2025 Page 5 of 15
Rev 0
Table 5.1. Observational Assessment of the Pavement Conditions along Lexington Ave From To Lane Position
Alligator Cracks a
Block Cracks
Longitudinal Cracks
Transverse Cracks
Rutting
Shoving
Depression
Distortion
Raveling
Weathering
Patching
Pothole
Garey Ave
Holy Cross
Cemetery
Entrance
EB 5 x x x x x x x x
EB-Shoulder 5 x x x x x
WB 5 x x x x x x x x
WB-Shoulder 5 x x x x x x
WB-LTP 4 x x x
Holy Cross
Cemetery
Entrance
~ 130 feet
West of
Harwood Dr
EB 5 x x x x x x x x
EB-Shoulder 5 x x x x
WB 5 x x x x x x x
WB-Shoulder 5 x x x x
~ 130 feet
West of
Harwood Dr
Towne Ave
EB 4 x x x x x x x
EB-Shoulder 3 x x x x
EB-LTP 2 x x x
WB 4 x x x x x x x x
WB-Shoulder 3 x x x x
WB-LTP 2 x x x x
Towne Ave Intersection EB 2 x x x
WB 3 x x x x
Abbreviations – Ave: Avenue. Dr: Drive. EB: Eastbound. LTP: Left turn pocket. Pl: Place. RTP: Right turn pocket. St:
Street. WB: Westbound. “--”: No observable distress.
a Alligator/fatigue cracks observed were rated for their severity. 1: mild, 2: mild-moderate, 3: moderate, 4: moderate- severe, 5: severe.
As mentioned in Section 4, the uppermost pavement layers along Lexington Ave within the project limits consisted of AC. Pavement distress conditions varied by segment and are shown in Figure A-2a to Figure A-2c. The primary types of distress observed throughout the project limits included block cracking, transverse and longitudinal cracking, weathering, and asphalt patching at various intervals. Additional localized distresses were identified as follows:
• From White Ave to Park Ave , fatigue/alligator cracking ranged from moderate to moderate-severe. Raveling, rutting, and potholes were also present. • From Park Ave to Garey Ave, mild to mild -moderate fatigue/alligator cracking was observed, with shoving in the eastbound direction between Baudin St and Garey Ave. • From Garey Ave to Towne Ave, the pavement showed moderate -severe to severe fatigue/alligator cracking, raveling, and depression along the sewer line . Rutting was present eastbound from Garey Ave to ~130 feet west of Harwood Dr, and distortion was noted westbound near the Holy Cross Cemetery entrance. The segment from ~130 feet west of Harwood Dr to Towne Ave had newer pavement in better condition, marked by moderate-severe fatigue/alligator cracking. This transition is visually distinguishable and corresponds to Zone 3 and Zone 4, as indicated in Table 8.1.
Project No. 24-1262 Appendices
APPENDICES
Project No. 24-1262 Appendices
APPENDIX A
Maps, Plans, and Figures
LEXINGTON AVE
SEE FIGURE A-2a TOP
SEE FIGURE A-2a
BOTTOM
SEE FIGURE A-2b TOP
SEE FIGURE A-2b
BOTTOM
SEE FIGURE A-2c
LEGEND
PROJECT LIMITS
FEET
3,0000
FIGURE
DATEPROJECT NO.
VICINITY MAP
A-1 Street Rehabilitation for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/202524-1262
SCALE: 1" = 100'
2000
FEET
100
FIGURE
DATEPROJECT NO.
EXPLORATION LOCATIONS AND PAVEMENT DISTRESS PLAN
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/202524-1262
W Lexington AveS Park
Ave
Baudin St
C-8 (8¼" AC / 6¾" CAB)
R-Value = 22
C-5 (2½" AC / PF / 3½" AC / 9½" Base)
C-6 (6¾" AC / 6" CAB)
C-7 (7½" AC / 8" CAB)
C-9 (7" AC /
6" CAB)
W Lexington Ave
Howsler Pl
C-1 (2" AC / PF / 4¾" AC / 6" CAB)
R-Value = 61
C-5 (2½" AC / PF /
3½" AC / 9½" Base)C-3 (2¼" AC / PF / 3" AC / 6¼" Base)C-2 (2" AC / PF / 3½" AC / 9" Base) C-4 (2" AC / PF / 6" AC / 5" CAB)
Core Location
Core Location with R-Value
LEGEND
Core ID (Pavement Sections*)
AC: Asphalt Concrete
CAB: Crushed Aggregate Base
Base: Unspecified Base Layer
DISTRESS SEVERITY
Mild to Mild-Moderate (1 to 2)
Moderate to Moderate-Severe (3 to 4)
Moderate-Severe to Severe (4 to 5)
MATCH LINE - SEE FIGURE A-2a BOTTOM LEFT
M
ATCH L
INE - S
EE F
IG
URE
A-2a T
O
P R
IG
HT
MATCH LINE - SEE FIGURE A-2b TOP LEFT
White
Ave
(WEST PROJECT LIMITS)
A-2a
SCALE: 1" = 100'
2000
FEET
100
E Lexington Ave
C-14 (4" AC / 5" Base)
R-Value = 55 C-16 (3¾" AC / 6" Base)
C-15 (4" AC / 8" Base) C-17 (4" AC / 6" Base)
W Lexington Ave E Lexington AveS Garey
Ave
C-10 (7¾" AC / 24" Base) C-11 (4¼" AC / 4¾" CAB)
C-12 (3¾" AC / 6" CAB)
C-13 (4½" AC / 4" CAB)
C-9 (7" AC / 6" CAB)
MA
TCH LINE - SEE FIGURE
A-2a BOTT
OM RIGHT
MA
TCH LINE - SEE FIGURE
A-2b BOTT
OM LEFT
MA
TCH LINE - SEE FIGURE
A-2b T
OP
RIGHT
MA
TCH LINE - SEE FIGURE
A-2c T
OP
LEFT
Core Location
Core Location with R-Value
LEGEND
Core ID (Pavement Sections*)
AC: Asphalt Concrete
CAB: Crushed Aggregate Base
Base: Unspecified Base Layer
DISTRESS SEVERITY
Mild to Mild-Moderate (1 to 2)
Moderate to Moderate-Severe (3 to 4)
Moderate-Severe to Severe (4 to 5)
Holy Cross Cemetery Entrance
A-2b
FIGURE
DATEPROJECT NO.
EXPLORATION LOCATIONS AND PAVEMENT DISTRESS PLAN
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/202524-1262
SCALE: 1" = 100'
2000
FEET
100
E Lexington Ave
Leather Oak Ln
Harwood Dr
Trojan W
ay
C-19 (3¼" AC / 4¾" Base)
R-Value = 70
C-18 (3¾" AC / 6" Base)
C-20 (3½" AC / 5" Base)
MA
TCH LINE - SEE FIGURE
A-2b BOTT
OM RIGHT
T
owne
Ave
(EAST PROJECT LIMITS)
Core Location
Core Location with R-Value
LEGEND
Core ID (Pavement Sections*)
AC: Asphalt Concrete
CAB: Crushed Aggregate Base
Base: Unspecified Base Layer
DISTRESS SEVERITY
Mild to Mild-Moderate (1 to 2)
Moderate to Moderate-Severe (3 to 4)
Moderate-Severe to Severe (4 to 5)
A-2c
FIGURE
DATEPROJECT NO.
EXPLORATION LOCATIONS AND PAVEMENT DISTRESS PLAN
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/202524-1262
Asphalt Concrete Removal and Replacement
tACRR
VARIES
Mill and Overlay
tMO
VARIES
1.5" MIN.
New Pavement Construction
(Option 2)
tAC
tAB
tSG
New Pavement Construction
(Option 1)
tAC
tSG
t : Thickness of mill and overlay (see )MO Report Section 8.3.1 t : Thickness of asphalt concrete removal and replacement (see )ACRR Report Section 8.3.2 t : Thickness of new asphalt concrete (see AC Report Section 8.3.3 and 8.4) t : Thickness of new aggregate base layer (see AB Report Section 8.3.3 and 8.4) t : Thickness of new reworked subgrade (see SG Report Section 8.3.3 and 8.4) FIGURE
DATEPROJECT NO.
PAVEMENT SECTION SCHEMATICS
A-3Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/202524-1262
NOT TO SCALE
Project No. 24-1262 Appendices
APPENDIX B
Laboratory Test Results
DATEPROJECT NO.
24-1262
MOISTURE CONTENT AND DENSITY
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA 8/22/2025
Hole ID Depth
(ft)
Weight of
Moist Soil
(g)
Weight of
Dry Soil
(g)
Weight of
Water
(g)
Wet
Density
(pcf)
Dry
Density
(pcf)
Moisture
Content
(%)
C-1 132.4 121.1 11.3 11.3
C-8 137.4 124.9 12.5 12.1
C-14 137.1 127.6 9.5 8.9
C-19 128.5 123.4 5.1 5.0
MOISTURE CONTENT AND DENSITY
ASTM D2216 / ASTM D2937
Subgrade
Subgrade
Subgrade
Subgrade
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
PERCENT FINER THAN NO. 200 SIEVE
8/22/2025
Hole ID Depth
(ft)
Pre-Wash
Dry Weight
(gm)
After Wash
Dry Weight
(gm)
Percent Passing
No. 200 Sieve
(%)
Soil Type
C-2 Subgrade 253.3 124.0 51.0 CL
C-6 Subgrade 263.4 138.3 47.5 SM
Material Finer than No. 200 Sieve in Soils ASTM D1140
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/1/2025
Tech: R.Cromer
Sample C-1 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 97.4 %
No. 4 4.75 96 %
No. 10 2.00 94 %
No. 20 0.850 91 %
No. 40 0.425 87 %
No. 60 0.250 81 %
No. 100 0.150 70 %
No. 140 0.106 63 %
No. 200 0.075 55 %
Composite Sieving Used & Size of
Separation Sieve:
Composite Sieve
3/8" sieve
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Sandy Silty CLAY (CL-ML)
Method Used:
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/1/2025
Tech: R.Cromer
Sample C-4 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 99 %
No. 4 4.75 97 %
No. 10 2.00 93 %
No. 20 0.850 88 %
No. 40 0.425 82 %
No. 60 0.250 73 %
No. 100 0.150 60 %
No. 140 0.106 52 %
No. 200 0.075 45 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Silty SAND (SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Single
Sieve-Set
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/4/2025
Tech: R.Cromer
Sample C-8 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 99 %
No. 4 4.75 99 %
No. 10 2.00 98 %
No. 20 0.850 97 %
No. 40 0.425 94 %
No. 60 0.250 87 %
No. 100 0.150 75 %
No. 140 0.106 66 %
No. 200 0.075 59 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Sandy Silty CLAY (CL-ML)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Single
Sieve-Set
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/1/2025
Tech: R.Cromer
Sample C-12 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 95.3 %
No. 4 4.75 92 %
No. 10 2.00 85 %
No. 20 0.850 78 %
No. 40 0.425 70 %
No. 60 0.250 62 %
No. 100 0.150 51 %
No. 140 0.106 43 %
No. 200 0.075 37 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Silty SAND (SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Composite Sieve
3/8" sieve
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/8/2025
Tech: J.Cromer
Sample C-14 @ Base Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 98 %
3/8 in 9.5 73.7 %
No. 4 4.75 61 %
No. 10 2.00 45 %
No. 20 0.850 32 %
No. 40 0.425 24 %
No. 60 0.250 19 %
No. 100 0.150 14 % CC: 1.66
No. 140 0.106 12 %
No. 200 0.075 10 % CU: 59.88
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Well-graded SAND with Silt and Gravel (SW-SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Composite Sieve
3/8" sieve
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/4/2025
Tech: R.Cromer
Sample C-14 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 100 %
No. 4 4.75 98 %
No. 10 2.00 97 %
No. 20 0.850 94 %
No. 40 0.425 87 %
No. 60 0.250 77 %
No. 100 0.150 64 %
No. 140 0.106 55 %
No. 200 0.075 47 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Silty SAND (SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Single
Sieve-Set
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/4/2025
Tech: R.Cromer
Sample C-15 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 97 %
3/8 in 9.5 78.2 %
No. 4 4.75 68 %
No. 10 2.00 51 %
No. 20 0.850 36 %
No. 40 0.425 26 %
No. 60 0.250 20 %
No. 100 0.150 16 % CC: 1.50
No. 140 0.106 13 %
No. 200 0.075 11 % CU: 49.44
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Well-graded SAND with Silt and Gravel (SW-SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Composite Sieve
3/8" sieve
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/4/2025
Tech: R.Cromer
Sample C-16 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 96.4 %
No. 4 4.75 92 %
No. 10 2.00 86 %
No. 20 0.850 81 %
No. 40 0.425 72 %
No. 60 0.250 53 %
No. 100 0.150 30 %
No. 140 0.106 20 %
No. 200 0.075 13 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Silty SAND (SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Composite Sieve
3/8" sieve
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
Project: Pomona Street Rehabilitation Districts 2 & 3 Project No. 24-1262 Site: Pomona, CA Date: 8/4/2025
Tech: R.Cromer
Sample C-19 @ Subgrade Test Specification: ASTM D6913
Material
Mesh Percent Method A
Sieve Opening Passing
(mm) (%)
3 in 75.0 100 % Moist
2 in 50.0 100 % No
1 1/2 in 37.5 100 %
1 in 25.0 100 %
3/4 in 19.0 100 %
3/8 in 9.5 99 %
No. 4 4.75 97 %
No. 10 2.00 93 %
No. 20 0.850 86 %
No. 40 0.425 72 %
No. 60 0.250 56 %
No. 100 0.150 39 %
No. 140 0.106 30 %
No. 200 0.075 23 %
PARTICLE-SIZE DISTRIBUTION OF SOILS USING SIEVE ANALYSIS - ASTM D6913 Silty SAND (SM)
Method Used:
Composite Sieving Used & Size of
Separation Sieve:
Single
Sieve-Set
Moist, Air, or Dried Procedure:
Ultrasonic or Shaking Apparatus:
Any soil or materials excluded, or
any other testing performed prior: No
0 10
20 30
40 50
60 70
80 90
100
0.0010.0100.1001.00010.000100.000
PERCENT FINER
GRAIN SIZE (mm)
SILT CLAY
GRAVEL SAND
Coarse Fine Coarse Medium Fine COBBLE
3/8" #4 #10 #40 #140 #2003/4" #20 #601.5"3" 2" 1" #100
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
SIEVE ANALYSIS
8/22/2025
DATEPROJECT NO.
24-1262
Street Rehabilitations for Districts 2 and 3 at Lexington Ave Pomona, CA
PLASTICITY CHART
8/22/2025
Symbol Hole ID Depth (ft) Soil Description
Natural
M.C.
(%)
Liquid
Limit
(LL)
Plastic
Limit
(PL)
Plasticity
Index
(PI)
Passing
No. 200
Sieve
(%)
× C-1 Subgrade Sandy Silty Clay (CL-ML) 23 16 7 55
+ C-8 Subgrade Sandy Silty Clay (CL-ML) 23 16 7 59
PLASTICITY CHART (ASTM D4318)
4 7
16 CL-ML ML
MH
CL
CH
0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
PLASTICITY INDEX (PI)
LIQUID LIMIT (LL)
Project Name: Pomona Street Rehab Districts 2 & 3 Tested By:
Computed By:
Checked By:
Depth: Subgrade
Project Number: 24-1262
Boring No.: C-1
Sample No.: -
Location: N/A
Soil Description: Sandy Silty Clay
Mold Number A C B
Water Added, g 15 7 0
Compact Moisture(%) 12.6 11.8 11.1
Compaction Gage Pressure, psi 250 250 250
Exudation Pressure, psi 129 428 684
Sample Height, Inches 2.5 2.5 2.5
Gross Weight Mold, g 3072 3078 3061
Tare Weight Mold, g 1965 1966 1964
Net Sample Weight, g 1107 1112 1096
Expansion, inchesx10-4 30 16 16
Stability 2,000 (160 psi) 21/42 18/38 17/36
Turns Displacement 4.97 4.88 5.11
R-Value Uncorrected 59 62 63
R-Value Corrected 59 62 63
Dry Density, pcf 119.2 120.5 119.6
Traffic Index 8.0 8.0 8.0
G.E. by Stability 0.79 0.72 0.71
G.E. by Expansion 0.10 0.05 0.05
Date:
61 61
08/06/25AP
(by Exudation)
R-VALUE TEST DATA
CTM 301
07/31/25
Date:
Date:KM
07/30/25ST
Gf = 1.34, and 0.2 %
Retained on the ¾"
*Not Applicable
Remarks
By Exudation:
By Expansion:
At Equilibrium:
*N/A
R-VALUE
0 10
20 30
40 50
60 70
80 90
100
0100 200 300 400 500 600 700 800
R-VALUE
EXUDATION PRESSURE - PSI
0.00 1.00
2.00 3.00
4.00 0.00 1.00 2.00 3.00 4.00
COVER THICKNESS BY STABILOMETER (FT.)
COVER THICKNESS BY EXPANSION (FT.)
Project Name: Pomona Street Rehab Districts 2 & 3 Tested By:
Computed By:
Checked By:
Depth: Subgrade
Project Number: 24-1262
Boring No.: C-8
Sample No.: -
Location: N/A
Soil Description: Sandy Silty Clay
Mold Number G H I
Water Added, g 22 0 -19
Compact Moisture(%) 18.1 16.0 14.2
Compaction Gage Pressure, psi 50 75 250
Exudation Pressure, psi 103 232 417
Sample Height, Inches 2.6 2.5 2.5
Gross Weight Mold, g 2935 2923 2917
Tare Weight Mold, g 1826 1835 1817
Net Sample Weight, g 1109 1088 1100
Expansion, inchesx10-4 056
Stability 2,000 (160 psi) 56/134 53/125 28/62
Turns Displacement 5.54 5.12 5.25
R-Value Uncorrected 8 12 43
R-Value Corrected 9 12 43
Dry Density, pcf 109.4 113.7 116.7
Traffic Index 8.0 8.0 8.0
G.E. by Stability 1.75 1.68 1.09
G.E. by Expansion 0.00 0.02 0.02
Date:
22 22
08/06/25AP
(by Exudation)
R-VALUE TEST DATA
CTM 301
07/31/25
Date:
Date:KM
07/30/25ST
Gf = 1.34, and 0.0 %
Retained on the ¾"
*Not Applicable
Remarks
By Exudation:
By Expansion:
At Equilibrium:
*N/A
R-VALUE
0 10
20 30
40 50
60 70
80 90
100
0100 200 300 400 500 600 700 800
R-VALUE
EXUDATION PRESSURE - PSI
0.00 1.00
2.00 3.00
4.00 0.00 1.00 2.00 3.00 4.00
COVER THICKNESS BY STABILOMETER (FT.)
COVER THICKNESS BY EXPANSION (FT.)
Project Name: Pomona Street Rehab Districts 2 & 3 Tested By:
Project Number: 24-1262 Computed By:
Boring No.: C-14 Checked By:
Sample No.: - Depth: Subgrade
Location: N/A
Soil Description: Silty Sand
Mold Number G I H
Water Added, g 32 15 0
Compact Moisture(%) 13.8 12.1 10.6
Compaction Gage Pressure, psi 100 250 250
Exudation Pressure, psi 111 291 471
Sample Height, Inches 2.6 2.5 2.5
Gross Weight Mold, g 2945 2927 2932
Tare Weight Mold, g 1825 1817 1835
Net Sample Weight, g 1120 1110 1097
Ex
pansion, inchesx10-4 35 2 0
Stability 2,000 (160 psi) 33/67 24/44 21/34
Turns Displacement 6.30 5.50 4.32
R-Value Uncorrected 36 55 68
R-Value Corrected 38 55 68
Dry Density, pcf 114.7 120.0 120.2
Traffic Index 8.0 8.0 8.0
G.E. by Stability 1.18 0.87 0.61
G.E. by Expansion 0.01 0.02 0.07
Gf = 1.34, and 0.0 %
Retained on the ¾"
*Not Applicable
Remarks
By Exudation:
By Expansion:
At Equilibrium:
*N/A
R-VALUE
R-VALUE TEST DATA
CTM 301
07/30/25
Date:
Date:KM
07/29/25ST
Date:
55 55
08/06/25AP
(by Exudation)
0 10
20 30
40 50
60 70
80 90
100
0100200300400500600700800
R-VALUE
EXUDATION PRESSURE - PSI
0.00 1.00
2.00 3.00
4.00 0.00 1.00 2.00 3.00 4.00
COVER THICKNESS BY STABILOMETER (FT.)
COVER THICKNESS BY EXPANSION (FT.)
Project Name: Pomona Street Rehab Districts 2 & 3 Tested By:
Project Number: 24-1262 Computed By:
Boring No.: C-19 Checked By:
Sample No.: - Depth: Subgrade
Location: N/A
Soil Description: Silty Sand
Mold Number D E F
Water Added, g 43 50 66
Compact Moisture(%) 9.9 10.6 12.1
Compaction Gage Pressure, psi 250 250 250
Exudation Pressure, psi 680 490 200
Sample Height, Inches 2.6 2.6 2.6
Gross Weight Mold, g 3066 3056 2957
Tare Weight Mold, g 1953 1963 1867
Net Sample Weight, g 1113 1093 1089
Ex
pansion, inchesx10-4 380
Stability 2,000 (160 psi) 11/19 11/19 21/40
Turns Displacement 4.75 5.14 4.61
R-Value Uncorrected 80 78 62
R-Value Corrected 81 79 64
Dry Density, pcf 118.0 115.1 113.2
Traffic Index 8.0 8.0 8.0
G.E. by Stability 0.36 0.40 0.69
G.E. by Expansion 0.01 0.03 0.00
Date:
70 70
08/06/25AP
(by Exudation)
R-VALUE TEST DATA
CTM 301
07/31/25
Date:
Date:KM
07/30/25ST
Gf = 1.34, and 0.8 %
Retained on the ¾"
*Not Applicable
Remarks
By Exudation:
By Expansion:
At Equilibrium:
*N/A
R-VALUE
0 10
20 30
40 50
60 70
80 90
100
0100200300400500600700800
R-VALUE
EXUDATION PRESSURE - PSI
0.00 1.00
2.00 3.00
4.00 0.00 1.00 2.00 3.00 4.00
COVER THICKNESS BY STABILOMETER (FT.)
COVER THICKNESS BY EXPANSION (FT.)
APPENDIX I
UPCOMING POMONA
COMMUNITY EVENT LIST
2026 UPCOMING POMONA COMMUNITY EVENTS
6/4/2026
Event Time Details Location
Housing Rights Center
Daily Events
Housing Rights Workshop,
Clinics and Live Q&A Various Visit their Facebook page for more info. facebook.com/HousingRigh tsCenter
Patria Church Generosity Center
(Food Pantry)
2nd & 4th Saturday
8:30 a.m. – 12 p.m.
While supplies last
Patria Church is opening their Generosity Center 490 E La Verne Ave.
Pomona Community
Wellness Center Free Produce Distribution Every 2nd Wednesday 12 p.m. – 2 p.m. Come and get your fresh produce, while supplies last. 750 S Park Ave.
Pomona Community
Wellness Center
Pomona Wellness Community
(PWC) Events and Programs ----------- Take advantage of wellness and nutrition classes offered by the Pomona Wellness Community More info here.
LA Care Health Plan Free Food Pantry Last Friday of the month 12 p.m. – 4 p.m.
In partnership with God’s Pantry, distribution of free grocery items on a first come, first served basis. Free groceries, Free resources, everyone is welcome.
Pomona Community
Wellness Center
696 W Holt Ave
Lopez Urban Farm Pay-What-You-Can
Take-What-You-Need 6 p.m. – 8 p.m. Market night Wednesdays, Harvest Day Saturdays, and Bodega open daily. 1034 W Mission Blvd.
AMOCA First Friday
Pay-what-you-can
First Friday of the month
11 a.m. – 4 p.m.
Thanks to generous support from AMOCA’s Board of
Directors, Museum admission for First Fridays at AMOCA is pay what you can (while tickets last). Each month, visit the Museum and choose your own ticket prices!
American Museum of
Ceramic Art
399 N Garey Ave.
AMOCA Second Saturdays
Docent Led Exhibition Tours
Second Saturday
of the month
2 p.m. – 3 p.m.
.
AMOCA’s docents offer a guided look into one of
their current exhibitions. Second Saturday tours are free with museum admission. Docent-led tours are a great
opportunity to explore the exhibition and gain insights into AMOCA’s collection and galleries. Don’t miss your chance to go behind the scenes and learn about the artworks on view at the museum!
American Museum of
Ceramic Art
399 N Garey Ave.
Tri-City Mental
Health Services Father’s Group 3rd Thursday of the month 6:30 p.m. – 8 p.m.
Hang out and connect with other parents while watching live sports games and popular movies.
Tri-City Wellness Center
1403 N Garey Ave.
Tri-City Mental
Health Services Toddler & Me Every 1st Wednesday
6 p.m. – 7 p.m.
A support group for parents and their children to improve bonding and foster social skills through fun and interactive activities. Come have fun and explore with your child, ages 2-4. Please wear comfortable shoes.
Tri-City Wellness Center
1403 N Garey Ave.
Tri-City
Wednesday/Thursday Virtual Gardening Various
Join TCG/ Tri-City to practice mindfulness. Lean how
gardening and nature can have a positive impact on mental health and wellness.
Contact (909) 623-6131 to
learn how to participate
Community Resource
Center Free In Person Fitness ------------ Exercise (Yoga, Zumba, etc.), Nutrition and Healthy Cooking, Health Education, and Children’s Classes. View calendar here Pomona Chamber
of Commerce Networking at Noon 2nd Wednesday
11:30 a.m. – 1:30 p.m.
Join Pomona Chamber to learn about the latest trends and community happenings. Los Primos Tacos #1
Pomona Chamber
of Commerce Coffee Connections Last Friday of the month 9 a.m. – 12:30 a.m.
Pomona Chamber of Commerce invites you to come out
and grab a cup of coffee and join in networking with 1013 San Bernardino Ave. 2026 UPCOMING POMONA COMMUNITY EVENTS
6/4/2026
Event Time Details Location
businesses and community leaders
DPOA Shop Downtown Pomona 1st Saturday of the month
5 p.m. – 9 p.m.
A day to support and explore local shops featuring special promotions and activities throughout downtown.
Downtown Pomona
2nd Street
DPOA Downtown Pomona Artwalk 2nd Saturday of the month
5 p.m. – 10 p.m.
A showcase of artists with art displays, are-gallery openings, craft vendors and live entertainment. 119 W 2nd St.
DPOA 909 Open Market 3rd Saturday of the month
5 p.m. – 9 p.m.
A night food market featuring various local food vendors and live entertainment.
Downtown Pomona
2nd Street
DPOA Walk the Beat in
Downtown Pomona
4th Saturday of the month
5 p.m. – 9 p.m.
A music-focused event with live performance, artwork, and vinyl and cassette trading.
Downtown Pomona
2nd Street
County of
LA Public Health Chat & Connect with a Nurse 4thTuesdays of the month 1 p.m. – 3 p.m.
Ask your questions about health & services and get
connected with the resources you need to live a healthy life! Pomona Wellness
Community
PCS Family Services Youth Anger Management Tues/ Thurs
5 p.m. – 6 p.m.
Classes are free. Help with triggers and cues, learn anger reductions techniques and much more!
More information 909-620-0688
Zoom Classes
Pomona Valley Certified
Farmers Market Pomona Farmers Market Every Saturday
8 a.m. – 1:30 p.m.
Farmers & Crafters Market with a big heart. Come support small businesses. Lots of vendors, from crafts, produce, tamales, bread, and honey!
Pearl St. & Garey Ave.
Community Services Senior Social Tuesdays
10 a.m. – 12 p.m. Crafts, activities, exercise and fun! Washington & Palomares Park Senior Center
Community Services Senior Activities – Bingo Tuesdays & Thursdays 11 a.m. – 11:45 a.m. Senior Activities – Bingo Washington & Palomares Community Center
Community Services Lawn Bowling Mondays & Wednesdays
10 a.m. Pomona Lawn Bowling Club 451 E Arrow Hwy.
The dA Center for the Arts PUSD Family Friday Art Night Every 1st, 2nd and 3rd
Friday of the Month during
the school year from
6 p.m. – 8 p.m.
The dA Center for the Arts invites PUSD Families to connect and create in a safe and supported space. The dA offers engaging activities for you to enjoy at your own pace and they serve food and refreshments to make your Fridays
easy for parents and caregivers. SIGNUP
The dA Center for the Arts
252 D South Main Street
Pomona, CA 91766
American Museum of
Ceramic Art Annual High School Exhibition Online
Since 2014, AMOCA has hosted an annual juried exhibition showcasing the remarkable talents of high school students studying the ceramic arts. This year, along with their virtual showcase, the winners of each grade category will be on display at AMOCA. All high school students in the U.S. are eligible to apply. To learn more and apply.
Online
Todd Family Community
Center
Nar-anon Family
Group called
Out of the Fog
Every Tuesday
6:30pm
In-person or via
Zoom
Email: [email protected] for more
information, Zoom ID & password.
676 N. Gibbs St.
Pomona
Or Zoom
Todd Family Community Alcoholics Anonymous Every Monday 6:30 pm Alcoholics Anonymous is a fellowship of people who come together to solve their drinking problem. It doesn’t cost anything to attend A.A. 676 N. Gibbs St. Pomona 2026 UPCOMING POMONA COMMUNITY EVENTS
6/4/2026
Event Time Details Location
Center meetings. There are no age or education requirements to participate. Membership is open to anyone who wants to do something about their drinking problem.
Todd Family Community
Center Salsa Dancing Classes Every Mon., Wed., and
Thurs. 7-9 pm
Learn to dance salsa in a small group environment. First class free 676 N. Gibbs St. Pomona
Todd Family Community
Center Narateen
Every Wednesday,
beginning June 24, 2026
online only; in person
coming soon!
If you're a teen and someone important to you is an addict, you can find support in a Narateen group.
Contact [email protected] for Zoom
information
Online only
American Museum of
Ceramic Art Spring Classes in the Studio April - May
dates and times vary
The AMOCA Ceramics Studio offers classes and
workshops, studio rentals, firing services, and an artist-in- residence program. To learn more and register.
AMOCA
AMOCA Free Admission for Recent
Grads - Summer 2026 June - July, 2026
Congratulations, Grads! Here's a gift to you: free admission at AMOCA! Spring/Summer 2026 High School and College
graduates can enjoy free AMOCA admission during the
months of June and July! To learn more and register:
https://events.humanitix.com/free-admission-for-recent- grads-summer-2026
AMOCA
Friday, June 5 Family Snack Time Bonding 4 p.m. – 5 p.m.
Join Tri-City and other families as you and your child
create tasty, healthy treats together! It’s a fun space to connect, explore new flavors, and build lifelong healthy habits. Register here. Space is limited.
Tri-City Wellness Center
1403 N Garey Ave.
Friday, June 5 Introductory Clay Class 5:30 p.m. - 6:30 p.m. 7:30 p.m. - 8:30 p.m.
The perfect way to get your hands dirty, relax, and have fun! In this one-day introductory class, you'll learn the basics of throwing on the potter's wheel. If you successfully create a bowl, staff will glaze and fire it after the class is completed - all included in the price. If you'd like to take the piece home with you, you can come back and pick it up.
AMOCA
Sunday, June 7 Palomares Adobe 1 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the larger second adobe home of the Palomares Family in the Rancho San Jose! Tickets must be purchased online
before the day of the event, $5.
491 E Arrow Hwy.
Saturday, June 11 Grief & Loss 10 a.m. – 11:30 a.m.
Join Kennedy Austin for a class that will examine the stages of grief and provide you with strategies for dealing with them and moving beyond to face the next stage of your life. 2040 N Garey Ave.
Saturday, June 13 Love Wins 4 p.m. – 10 p.m.
Join Downtown Pomona District & Pomona Valley Pride for the 5th Annual Pride Festival.
Music *Vendors *Food* Entertainment
Downtown Pomona
Saturday, June 13 Opening Reception, Tōgei 4 p.m. – 6 p.m.
Join AMOCA for the opening reception for Tōgei:
Contemporary Japanese Ceramics. Explores Japan’s
ceramic tradition and its evolution from functional wares to AMOCA
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Event Time Details Location
modern artistic expression. Free with advanced registration.
Sat, June 13 – Sun, June 14 Camp and Connect Sat. @ 3 p.m. – Sun. @ 10 a.m.
Offers families a fun and safe introduction to camping.
Families enjoy games, a movie, snacks, and a pancake
breakfast on Sunday morning.
Palomares Park
Sunday, June 14 Casa Primera Tour 2 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the adobe that the Palomares family was living in while they built the larger Palomares Adobe! Tickets must be
purchased online before the day of the event, $5.
1569 N Park Ave.
Monday, June 15 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Wednesday, June 17 District 6
Area Commander Meeting 6 p.m.
Receive police updates for our District 6 community.
Pomona PD Work Groups: Quality of Life H.E.A.R.T., Traffic Bureau, Procedural Justice & Police Encounters.
Palomares Park
Community Center
Saturday, June 20 Go Skateboarding Day 12 p.m. – 4 p.m.
This global event brings together approximately skaters of all levels, promoting creativity, inclusivity, healthy living, and community spirit.
Shaun Diamond Plaza
Saturday, June 20 2nd Annual Summer BBQ 11 a.m. – 2 p.m.
Assemblymember Michelle Rodriguez invites you to a
community celebration, the perfect chance to connect with neighbors, explore local resources, receive legislative updates, recognize outstanding leaders, and
enjoy the summer sunshine with family and friends.
Aguiar Square
13191 6th Street, Chino
Saturday, June 20 Clay Play - Key Ring Dishes 2:30 p.m. – 3:30 p.m.
Looking to fill your Saturday with fun, exciting activities that are all about clay? Come to AMOCA the third Saturday of every month for our Clay Play all ages workshops.
AMOCA
Sunday, June 21 Phillips Mansion Tour 2 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the home everyone has been talking about. Built in 1875, with piped gas for heat and lights, the Phillips Mansion was the first red brick building built anywhere near the Pomona Valley! Tickets must be purchased online before the day of the event, $10.
2640 Pomona Blvd.
Friday, June 26 Movies in the Park
Hoppers ----------
Join us for six weeks of free, family-friendly activities and screenings of movie favorites. Bring your blankets, lawn chairs, and snacks.
Ted Greene Park
Saturday, June 27 Free Health Fair 10 a.m. - 2 p.m.
Join Los Angeles American Indian Health Centers and
Sacred Path Indigenous Wellness Center for a free health fair and meet-n-greet event. The health fair and services will be open to all.
255 W Mission
Saturday, June 27 Summer Studio Sale 1 p.m. – 5 p.m. Discover one-of-a-kind art pieces created by talented local artists! From functional pottery to stunning decorative AMOCA 2026 UPCOMING POMONA COMMUNITY EVENTS
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pieces, you’ll find unique, handcrafted art you won’t see anywhere else.
Saturday, June 27 Opening Reception,
Fractured Foundations 4 p.m. – 6 p.m.
Fractured Foundations coincides with the 250th anniversary of the founding of the United States. AMOCA invited
ceramic artists to reconsider a historical event through the lens of contemporary art, challenging historical narratives and offering a more accurate perspective on our country.
AMOCA
Friday, July 3 Movies in the Park
McFarland USA ----------
Join us for six weeks of free, family-friendly activities and screenings of movie favorites. Bring your blankets, lawn chairs, and snacks.
Westmont Park
Sunday, July 5 Palomares Adobe 1 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the larger second adobe home of the Palomares Family in the Rancho San Jose! Tickets must be purchased online
before the day of the event, $5.
491 E Arrow Hwy.
Monday, July 6 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Friday, July 10 Movies in the Park
Detective Pikachu ----------
Join us for six weeks of free, family-friendly activities and screenings of movie favorites. Bring your blankets, lawn chairs, and snacks.
Jaycee Park
Sunday, July 12 Barbara Greenwood
Kindergarten 2 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the kindergarten build for the teacher that introduced the idea of kindergarten to American schools! Tickets must be
purchased online before the day of the event. $5
332 W McKinley Ave.
Friday, July 17 Movies in the Park
Mario Galaxy Movie ----------
Join us for six weeks of free, family-friendly activities and screenings of movie favorites. Bring your blankets, lawn chairs, and snacks.
Washington Park
Sunday, July 19 Phillips Mansion Tour 2 p.m. – 5 p.m.
Join the Historical Society of Pomona Valley and tour the home everyone has been talking about. Built in 1875, with piped gas for heat and lights, the Phillips Mansion was the first red brick building built anywhere near the Pomona Valley! Tickets must be purchased online before the day of the event, $10.
2640 Pomona Blvd.
Monday, July 20 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Friday, July 24 Movies in the Park
The Goonies ----------
Join us for six weeks of free, family-friendly activities and screenings of movie favorites. Bring your blankets, lawn chairs, and snacks.
Tony Cerda Park
Friday, July 31 Movies in the Park ---------- Join us for six weeks of free, family-friendly activities and Dive-In at Ganesha Park 2026 UPCOMING POMONA COMMUNITY EVENTS
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Lilo and Stitch screenings of movie favorites. Bring your swim trunks, chairs, and snacks.
Saturday, August 1 Giveback Skate Event 10 a.m. – 1 p.m. Youth receive backpacks and school supplies, while supplies last. Palomares Park Saturday, August 1 Tierra, Libertad y Pasión 6 p.m.
Step into a powerful story told through dance. Tierra,
Libertad y Pasión follows a family's journey through the Mexican Revolution, where sacrifice, courage, and love
shape their destiny. As time passes, the next generation finds its place in the dazzling world of cabaret and Salón México, blending history, culture, and passion on stage.
Fox Theater
Monday, August 3 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Saturday, August 8 Grief & Loss 10 a.m. – 11:30 a.m.
Join Kennedy Austin for a class that will examine the stages of grief and provide you with strategies for dealing with them and moving beyond to face the next stage of your life. 2040 N Garey Ave.
Saturday, August 15 Annual Adobe BBQ TBD Join the Historical Society of Pomona Valley for their Annual BBQ!
Palomares Adobe
491 E Arrow Hwy.
Thursday, September 10 Back to School Backpack
Giveaway TBD Join Kennedy Austin for this Backpack Giveaway! 2040 N Garey Ave.
Monday, September 14 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Saturday, September 19 Clean-up, Shred Event
and HHW Event 8 a.m. – 12 p.m. Clean-up, Shred Event and HHW Event Palomares Park Monday, September 21 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Monday, October 5 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Saturday, October 10 7th Annual Courage
Awards Luncheon TBD 7th Annual Courage Awards Luncheon 2040 N Garey Ave.
Saturday, October 10 Clean-up & Shred Event 8 a.m. – 12 p.m. Clean-up & Shred Event Washinton Park Saturday, October 10 Grief & Loss 10 a.m. – 11:30 a.m.
Join Kennedy Austin for a class that will examine the stages of grief and provide you with strategies for dealing with them and moving beyond to face the next stage of your life. 2040 N Garey Ave.
Monday, October 19 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
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Event Time Details Location
Fri & Sat, October 23-24 Haunted House 6 p.m.- 9 p.m. Haunted House Palomares Park Monday, November 2 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Monday, November 16 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Friday, November 20 Turkey Give-Away TBD Kennedy Austin’s Turkey Give-Away 2040 N Garey Ave.
Saturday, November 21 Christmas on Columbia
Decorating Activities 9 a.m. – 5 p.m.
Christmas on Columbia is actively seeking volunteers.
Lunch will be provided, and service hours will be offered to high school students and others who require them.
400 Block of W Columbia
Saturday, December 5 Christmas on Columbia
Kick-Off Event 4 p.m. – 9 p.m.
Attendees are invited to enjoy entertainment, access
information and resources, and explore a variety of food vendors. Trolley service will be available for remote parking, transporting guests from Ganesha Park to the event
location.
400 Block of W Columbia
Monday, December 7 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers
Saturday, December 12 Grief & Loss 10 a.m. – 11:30 a.m.
Join Kennedy Austin for a class that will examine the stages of grief and provide you with strategies for dealing with them and moving beyond to face the next stage of your life. 2040 N Garey Ave.
Monday, December 7 City Hall Lighting Ceremony 6 p.m. – 7:30 p.m. City Hall Lighting Ceremony City Hall Saturday, December 12 Holiday at the Plaza 3 p.m. – 9 p.m. Holiday at the Plaza Shaun Diamond Plaza Monday, December 21 City Council Meeting 7 p.m.
Regular City Council Meeting.
Read the agenda here. Watch on Spectrum/FiOS Ch. 29
and at Pomona Live Streaming.
City Council Chambers