November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
1. DISADVANTAGED BUSINESS ENTERPRISES (DBE)
The contractor, subrecipient or subcontractor shall take necessary and reasonable steps to ensure that DBEs have opportunity to participate in the contract (49 CFR 26). To ensure equal participation of DBEs provided in 49 CFR 26.5, the Agency shows a contract goal for DBEs. The prime contractor shall make work available to DBEs and select work parts consistent with available DBE subcontractors and suppliers.
The prime contractor shall meet the DBE goal shown elsewhere in these special provisions or demonstrate that they made adequate good faith efforts to meet this goal.
It is the prime contractor’s responsibility to verify that the DBE firm is certified as a DBE on the date of bid opening by using the California Unified Certification Program (CUCP) database and possesses the most specific available North American Industry Classification System (NAICS) codes and Work Code applicable to the type of work the firm will perform on the contract. Additionally, the prime contractor is responsible to document this verification by printing out the CUCP data for each DBE firm. A list of DBEs certified by the CUCP can be found at: https://dot.ca.gov/programs/civil-rights/dbe-search.
All DBE participation will count toward the California Department of Transportation’s federally mandated statewide overall DBE goal.
Credit for materials or supplies the prime contractor purchases from DBEs counts towards the goal in the following manner:
• 100 percent counts if the materials or supplies are obtained from a DBE manufacturer. • 60 percent counts if the materials or supplies are obtained from a DBE regular dealer. • Only fees, commissions, and charges for assistance in the procurement and delivery of materials or supplies count if obtained from a DBE that is neither a manufacturer nor regular dealer. 49 CFR
26.55 defines "manufacturer" and "regular dealer."
The prime contractor receives credit towards the goal if they employ a DBE trucking company that performs a commercially useful function as defined in 49 CFR 26.55(d) as follows:
• The DBE must be responsible for the management and supervision of the entire trucking operation for which it is responsible on a particular contract, and there cannot be a contrived arrangement for the purpose of meeting DBE goals.
• The DBE must itself own and operate at least one fully licensed, insured, and operational truck used on the contract.
• The DBE receives credit for the total value of the transportation services it provides on the Contract using trucks it owns, insures, and operates using drivers it employs. • The DBE may lease trucks from another DBE firm, including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value of the transportation services the lessee DBE provides on the Contract. • The DBE may also lease trucks from a non-DBE firm, including from an owner-operator. The DBE that leases trucks equipped with drivers from a non-DBE is entitled to credit for the total value of transportation services provided by non-DBE leased trucks equipped with drivers not to exceed the value of transportation services on the contract provided by DBE-owned trucks or leased trucks with DBE employee drivers. Additional participation by non-DBE owned trucks equipped with drivers receives credit only for the fee or commission it receives as a result of the lease arrangement. • The DBE may lease trucks without drivers from a non-DBE truck leasing company. If the DBE leases trucks from a non-DBE truck leasing company and uses its own employees as drivers, it is entitled to credit for the total value of these hauling services. • 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.
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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
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 nonDBE subcontractors.
D. 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 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.
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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.
E. Termination and Substitution 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 substitute 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.
The Agency authorizes a request to use other forces or sources of materials if the bidder shows any of the following justifications:
1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.
2. The Local Agency stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet the Local Agency’s bond requirements.
3. Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law.
4. Listed DBE fails or refuses to perform the work or furnish the listed materials (failing or refusing to perform is not an allowable reason to remove a DBE if the failure or refusal is a result of bad faith or discrimination).
5. Listed DBE's work is unsatisfactory and not in compliance with the contract.
6. Listed DBE is ineligible to work on the project because of suspension or debarment.
7. Listed DBE becomes bankrupt or insolvent.
8. Listed DBE voluntarily withdraws with written notice from the Contract
9. Listed DBE is ineligible to receive credit for the type of work required.
10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
11. The Agency determines other documented good cause.
The prime contractor shall notify the original DBE of the intent to use other forces or material sources and provide the reasons, allowing the DBE 5 days to respond to the notice and advise the prime contractor and the Agency of the reasons why the use of other forces or sources of materials should not occur.
The prime contractor’s request to use other forces or material sources must include:
1. One or more of the reasons listed in the preceding paragraph.
2. Notices from the prime contractor to the DBE regarding the request.
3. Notices from the DBEs to the prime contractor regarding the request.
If the Agency authorizes the termination or substitution of a listed DBE, the prime contractor must make good faith efforts to find another DBE to substitute for the original DBE. The substitute DBE must (1) perform at least the same amount of work as the original DBE under the contract to the extent needed to meet or exceed the DBE goal, and (2) be certified as a DBE with the most specific available NAICS codes and work codes applicable to the type of work the DBE will perform on the contract at the time of the prime contractor’s request for substitution. The prime contractor shall submit their documentation of good faith efforts within 7 days of their request for authorization of the substitution. The Agency may authorize a 7-day extension of this submittal period at the prime contractor’s request. More guidance can be found at 49 CFR 26 app A regarding evaluation of good faith efforts to meet the DBE goal.
F. Commitment and Utilization
Note: In the Agency’s reports of DBE participation to Caltrans, the Agency must display both commitments and attainments.
The Agency’s DBE program must include a monitoring and enforcement mechanism to ensure that DBE commitments reconcile to DBE utilization.
The bidder shall submit the Exhibit 15-G Construction Contract DBE Commitment, included in the Bid book. This exhibit is the bidder’s DBE commitment form. If the form is not submitted with the bid, the bidder must remove the form from the Bid book before submitting their bid.
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. A copy of a DBE's quote serves as written confirmation. 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 12-B Bidder’s List of Subcontractors (DBE and Non-DBE), and Exhibit 15-G Construction Contract DBE Commitment form unless they receive authorization for a substitution.
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 DBEtrucking company, regardless of tier
• Date of payment and total amount paid to each business (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.
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
Before the 15th of each month, the prime contractor shall submit a Monthly DBE Trucking Verification (LAPM Exhibit 16-Z1) form.
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.
G. DBE RUNNING TALLY OF ATTAINMENTS
After submitting an invoice for reimbursement that includes a payment to a DBE, but no later than the 10th of the following month, the prime contractor/consultant shall complete and email the Exhibit 9- F: Disadvantaged Business Enterprise Running Tally of Payments to [email protected] with a copy to the Agency.
2. BID OPENINGThe 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 (Public Contract Code §10164).
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
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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 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 andequitable.
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.
November 2022
of Roseville 9,500
300
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
8. BUY AMERICA
Buy America Requirements apply to steel and iron, manufactured products, and construction materials permanently incorporated into the project.
Steel and Iron Materials
All steel and iron materials 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.
Furnish steel and iron materials to be incorporated into the work with certificates of compliance and certified mill test reports. Mill test reports must indicate where the steel and iron 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.
Manufactured Products
Iron and steel used in precast concrete manufactured products must meet the requirements of the above section (Steel and Iron Materials) regardless of the amount used. Iron and steel used in other manufactured products must meet the requirements of the above section (Steel and Iron Materials) if the weight of steel and iron components constitute 90 percent or more of the total weight of the manufactured product.
Construction Materials
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 (including polyvinylchloride, composite building materials, and polymers used in fiber optic cables)
3. Glass (including optic glass)
4. Lumber
5. Drywall
Where one or more of these construction materials have been combined by a manufacturer with other materials through a manufacturing process, Buy America requirements do not apply unless otherwise specified.
Furnish construction materials to be incorporated into the work with certificates of compliance with each project delivery. Manufacturer’s certificate of compliance must identify where the construction material was manufactured and attest specifically to Buy America compliance.
All manufacturing processes for these materials must occur in the United States.
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 Waivers
If Buy America waivers are granted, use the following language to include in the contract:
The following steel and iron products, manufactured products, or construction materials have received an approved Buy America waiver for this contract, and therefore, are not subject to Buy America requirements:
1. _______________________________
2. _______________________________
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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 FROM THE AGENCY TO THE CONTRACTORS
The Agency shall make any progress payment within 30 days after receipt of an undisputed and properly submitted payment request from a contractor on a construction contract. If the Agency fails to pay promptly, the 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. Upon receipt of a payment request, the Agency shall act in accordance with both of the following:
1. Each payment request shall be reviewed by the Agency as soon as practicable after receipt for the purpose of determining that it is a proper payment request.
2. Any payment request determined not to be a proper payment request suitable for payment shall be returned to the contractor as soon as practicable, but not later than seven (7) days, after receipt. A request returned pursuant to this paragraph shall be accompanied by a document setting forth in writing the reasons why the payment request is not proper.
11. FORM FHWA-1273 REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONTRACTS [The following 12 pages 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]
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
FHWA-1273 -- Revised July 5, 2022
REQUIRED CONTRACT
PROVISIONS FEDERAL-AID
CONSTRUCTION CONTRACTS
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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 CFR633.102(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 designbuild 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 designbuilder 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.
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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, preapprenticeship, 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 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.
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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-thejob 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. Assurance 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 nonresponsible. 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:
(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.
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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 Federalaid 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. All laborers and mechanics employed or working upon the site of the work, 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 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.
Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2) of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph 1.d. 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 shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill, except as provided in 29 CFR 5.5(a)(4). 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 classification and wage rates conformed under paragraph
1.b. of this section) and the Davis-Bacon poster (WH–1321) shall 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. (1) The contracting officer shall 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 shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore 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 utilized 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) 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 shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, U.S. Department of Labor, Washington, DC 20210. 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.
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(3) 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 shall 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.
(4) The wage rate (including fringe benefits where
appropriate) determined pursuant to paragraphs 1.b.(2) or
1.b.(3) of this section, shall 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.
c. 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 shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. d. 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, 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.
2. Withholding (29 CFR 5.5)
The contracting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor, withhold or cause to be withheld from the contractor under this contract, or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to DavisBacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of the work, all or part of the wages required by the contract, the contracting agency may, 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.
3. Payrolls and basic records (29 CFR 5.5)
a. Payrolls and basic records relating thereto shall be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker, his or her correct classification, 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 section 1(b)(2)(B) of the Davis-Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv) 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 section 1(b)(2)(B) of the Davis-Bacon Act, the contractor shall 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. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs, the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs.
b. (1) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the contracting agency. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee (e.g., the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH–347 is
available for this purpose from the Wage and Hour Division Web site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker, and shall provide them upon request to the contracting agency for transmission to the State DOT, the FHWA or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the contracting agency.
(2) Each payroll submitted shall be accompanied by a
“Statement of Compliance,” signed by the contractor or
subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:
(i) That the payroll for the payroll period contains the information required to be provided under 29 CFR
5.5(a)(3)(ii), the appropriate information is being maintained under 29 CFR 5.5(a)(3)(i), and that such information is correct and complete;
(ii) That each laborer or mechanic (including each helper, apprentice, and trainee) employed 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;
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Required Federal-Aid Contract Language
(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 of work performed, as specified in the applicable wage determination incorporated into the contract.
(3) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH–347 shall satisfy the requirement for submission of the “Statement of Compliance” required by paragraph 3.b.(2) of this section. (4) 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. 231.
c. The contractor or subcontractor shall make the records required under paragraph 3.a. of this section available for inspection, copying, or transcription by authorized representatives of the contracting agency, the State DOT, the FHWA, or the Department of Labor, and shall permit such representatives to interview employees during working hours on the job. If the contractor or subcontractor fails to submit the required records or to make them available, the FHWA may, after written notice to the contractor, the contracting agency or the State DOT, 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 may be grounds for debarment action pursuant to 29 CFR 5.12.
4. Apprentices and trainees (29 CFR 5.5)
a. Apprentices (programs of the USDOL).
Apprentices will be permitted to work at less than the predetermined rate for the work they performed 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 Training, Employer and Labor Services, or with a State Apprenticeship Agency recognized by the Office, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Office of Apprenticeship Training, Employer and Labor Services or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice.
The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall 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 the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the contractor's or subcontractor's registered program shall be observed.
Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall 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, fringes shall be paid in accordance with that determination.
In the event the Office of Apprenticeship Training, Employer and Labor Services, or a State Apprenticeship Agency recognized by the Office, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved.
b. Trainees (programs of the USDOL).
Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration.
The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration.
Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed.
In the event the Employment and Training Administration withdraws approval of a training program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. c. Equal employment opportunity. The utilization of apprentices, trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as amended, and 29 CFR part 30.
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d. 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 journeymen 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 shall insert Form FHWA-1273 in any subcontracts and also require the
subcontractors to include Form FHWA-1273 in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 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 (29 CFR 5.5)
a. By entering into this contract, the contractor certifies that neither it (nor he or she) 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 section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1).
b. No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1). c. The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001.
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 watchmen 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. 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 mechanic, including watchmen 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. 29 CFR
5.5. * $27 as of January 23, 2019 (See 84 FR 213-01, 218) 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. The FHWA or the contacting agency shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or 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, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 2 of this section. 29 CFR 5.5.
4. Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraphs 1 through 4 of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in paragraphs 1 through 4 of this section. 29 CFR 5.5.
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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;
(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
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Required Federal-Aid Contract Language
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."
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 200.326.
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 200.326.
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.
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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. * * * * *
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.
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Required Federal-Aid Contract Language
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 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.
* * * * *
Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion--Lower Tier Participants:
1. The prospective lower tier participant certifies, by submission of this proposal, that neither it nor its principals:
(a) 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;
(b) 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
(c) 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)
2. 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 Federalaid 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-oflading) and to the Office of Cargo and Commercial Sealift (MAR620), 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.
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Required Federal-Aid Contract Language
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:
SMSA Counties:
7120 Salinas-Seaside-Monterey, CA 28.9
CA Monterey
7360 San Francisco-Oakland
CA Alameda; CA Contra Costa; CA Marin; CA San Francisco; CA San Mateo
25.6 7400 San Jose, CA 19.6
176 CA Santa Clara, CA
7485 Santa Cruz, CA
CA Santa Cruz 14.9
7500 Santa Rosa
CA Sonoma
9.1 8720 Vallejo-Fairfield-Napa, CA
CA Napa; CA Solano
17.1 Non-SMSA Counties:
CA Lake; CA Mendocino; CA San Benito
23.2 177
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
CA San Joaquin
24.3 Non-SMSA Counties
CA Alpine; CA Amador; CA Calaveras; CA Mariposa; CA Merced; CA Tuolumne
19.8 Fresno-Bakersfield, CA
SMSA Counties:
179 0680 Bakersfield, CA
CA Kern
2840 Fresno, CA
19.1 26.1
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CA Fresno
Non-SMSA Counties:
CA Kings; CA Madera; CA Tulare
23.6 Los Angeles, CA:
SMSA Counties:
0360 Anaheim-Santa Ana-Garden Grove, CA 11.9
CA Orange
4480 Los Angeles-Long Beach, CA 28.3
180
CA Los Angeles
6000 Oxnard-Simi Valley-Ventura, CA
CA Ventura
6780 Riverside-San Bernardino-Ontario, CA
21.5 19.0
CA Riverside; CA San Bernardino
7480 Santa Barbara-Santa Maria-Lompoc, CA
19.7 CA Santa Barbara
Non-SMSA Counties
CA Inyo; CA Mono; CA San Luis Obispo
24.6 San Diego, CA:
SMSA Counties
181 7320 San Diego, CA
CA San Diego
Non-SMSA Counties
CA Imperial
16.9 18.2
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.
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. 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,
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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.
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
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Required Federal-Aid Contract Language
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 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 Nondiscrimination 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.)
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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.)
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);
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
• 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).
November 2022
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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 12 .
This section applies if a number of trainees or apprentices is specified in the special provisions.
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 journeyman 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 show 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
November 2022
Roseville
Roseville
Roseville
Local Assistance Procedures Manual Exhibit 12-G
Required Federal-Aid Contract Language
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 thiscontract 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 The prime contractor shall furnish the apprentice or trainee with a copy of the program that the prime contractor will comply with in providing the training.
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 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.
November 2022
Roseville
EXHIBIT “B”
Federal Minimum Wage Rates
"General Decision Number: CA20230007 05/05/2023
Superseded General Decision Number: CA20220007
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and Highway
Counties: Alpine, Amador, Butte, Colusa, El Dorado, Glenn, Lassen, Marin, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Solano, Sonoma, Sutter, Tehama, Trinity, Yolo and Yuba Counties in California.
BUILDING CONSTRUCTION PROJECTS (excluding Amador County only); DREDGING CONSTRUCTION PROJECTS (does not include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does not include water well drilling); AND HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis‐Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis‐Bacon Act itself, but do not apply to contracts subject only to the Davis‐Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)‐(60).
______________________________________________________________ |If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $16.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2023. | |______________________________|_____________________________| |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.15 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2023. | |______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
1 01/13/2023
2 01/20/2023
3 02/03/2023
4 03/03/2023
5 03/10/2023
6 03/17/2023
7 03/31/2023
8 04/07/2023
9 04/14/2023
10 04/21/2023
11 04/28/2023
12 05/05/2023
ASBE0016‐001 02/01/2023
AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &
SONOMA COUNTIES
AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,
SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 80.91 23.82
Area 2......................$ 62.26 23.82
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ASBE0016‐007 01/01/2021
AREA 1 : ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,
LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,
SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY, YOLO & YUBA COUNTIES
AREA 2: MARIN & NAPA COUNTIES
Rates Fringes
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)
AREA 1......................$ 30.45 10.60
AREA 2......................$ 36.53 9.27
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BOIL0549‐002 01/01/2021
Rates Fringes
BOILERMAKER
(1) Marin & Solano Counties.$ 49.62 41.27
(2) Remaining Counties......$ 45.60 38.99
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BRCA0003‐001 08/01/2022
Rates Fringes
MARBLE FINISHER..................$ 39.20 18.31 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BRCA0003‐004 05/01/2022
AREA 1: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,
LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,
SIERRA, SUTTER, TEHAMA, YOLO AND YUBA COUNTIES
AREA 2: MARIN, NAPA, SISKIYOU, SOLANO, SONOMA AND TRINITY
COUNTIES
Rates Fringes
BRICKLAYER
AREA 1......................$ 49.32 22.65
AREA 2......................$ 53.69 26.03
SPECIALTY PAY:
(A) Underground work such as tunnel work, sewer work,
manholes, catch basins, sewer pipes and telephone conduit shall be paid $1.25 per hour above the regular rate. Work in direct contact with raw sewage shall receive $1.25 per hour in addition to the above.
(B) Operating a saw or grinder shall receive $1.25 per hour above the regular rate.
(C) Gunite nozzle person shall receive $1.25 per hour above the regular rate.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BRCA0003‐008 07/01/2022
Rates Fringes
TERRAZZO FINISHER................$ 41.93 18.98 TERRAZZO WORKER/SETTER...........$ 56.84 27.53 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BRCA0003‐010 04/01/2022
Rates Fringes
TILE FINISHER
Area 1......................$ 31.12 16.11
Area 2......................$ 30.90 17.87
Area 3......................$ 33.86 17.74
Area 4......................$ 31.89 17.18
Tile Layer
Area 1......................$ 51.02 19.35
Area 2......................$ 50.66 20.77
Area 3......................$ 55.41 20.87
Area 4......................$ 52.28 20.79
AREA 1: Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Sutter, Tehema, Yolo, Yuba
AREA 2: Alpine, Amador
AREA 3: Marin, Napa, Solano, Siskiyou
AREA 4: Sonoma
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ BRCA0003‐014 08/01/2022
Rates Fringes
MARBLE MASON.....................$ 56.98 28.54 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0034‐001 07/01/2021
Rates Fringes
Diver
Assistant Tender, ROV
Tender/Technician...........$ 54.10 34.69
Diver standby...............$ 60.51 34.69
Diver Tender................$ 59.51 34.69
Diver wet...................$ 103.62 34.69
Manifold Operator (mixed
gas)........................$ 64.51 34.69
Manifold Operator (Standby).$ 59.51 34.69
DEPTH PAY (Surface Diving):
050 to 100 ft $2.00 per foot
101 to 150 ft $3.00 per foot
151 to 220 ft $4.00 per foot
221 ft.‐deeper $5.00 per foot
SATURATION DIVING:
The standby rate shall apply until saturation starts. The saturation diving rate applies when divers are under
pressure continuously until work task and decompression are complete. The diver rate shall be paid for all saturation hours.
DIVING IN ENCLOSURES:
Where it is necessary for Divers to enter pipes or tunnels, or other enclosures where there is no vertical ascent, the following premium shall be paid: Distance traveled from entrance 26 feet to 300 feet: $1.00 per foot. When it is necessary for a diver to enter any pipe, tunnel or other enclosure less than 48"" in height, the premium will be $1.00 per foot.
WORK IN COMBINATION OF CLASSIFICATIONS:
Employees working in any combination of classifications within the diving crew (except dive supervisor) in a shift are paid in the classification with the highest rate for that shift.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0034‐003 07/01/2021
Rates Fringes
Piledriver.......................$ 54.10 34.69 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0035‐001 08/01/2020
AREA 1: MARIN, NAPA, SOLANO & SONOMA
AREA 3: SACRAMENTO, WESTERN EL DORADO (Territory west of an including highway 49 and the territory inside the city limits of Placerville), WESTERN PLACER (Territory west of and
including highway 49), & YOLO
AREA 4: ALPINE, BUTTE, COLUSA, EASTERN EL DORADO, GLENN,
LASSEN, MODOC, NEVADA, EASTERN PLACER, PLUMAS, SHASTA, SIERRA, SISKIYOU, SUTTER, TEHAMA, TRINITY, & YUBA
Rates Fringes
Drywall Installers/Lathers:
Area 1......................$ 52.65 31.26
Area 3......................$ 47.27 31.26
Area 4......................$ 45.92 31.26
Drywall Stocker/Scrapper
Area 1......................$ 26.33 18.22
Area 3......................$ 23.64 18.22
Area 4......................$ 22.97 18.22
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0035‐009 07/01/2020
Marin County
Rates Fringes
CARPENTER
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 52.80 30.82
Journeyman Carpenter........$ 52.65 30.82
Millwright..................$ 52.75 32.41
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0035‐010 07/01/2020
AREA 1: Marin, Napa, Solano & Sonoma Counties
AREA 2: Monterey, San Benito and Santa Cruz
AREA 3: Alpine, Butte, Colusa, El Dorado, Glenn, Lassen, Modoc, Nevada, Placer, Plumas, Sacramento, Shasta, Sierra, Siskiyou, Sutter, Tehama, Trinity, Yolo & Yuba counties
Rates Fringes
Modular Furniture Installer
Area 1
Installer..................$ 28.76 22.53
Lead Installer.............$ 32.21 23.03
Master Installer...........$ 36.43 23.03
Area 2
Installer..................$ 26.11 22.53
Lead Installer.............$ 29.08 23.03
Master Installer...........$ 32.71 23.03
Area 3
Installer..................$ 25.16 22.53
Lead Installer.............$ 27.96 23.03
Master Installer...........$ 31.38 23.03
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0046‐001 07/01/2021
El Dorado (West), Placer (West), Sacramento and Yolo Counties Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 49.12 31.49
Journeyman Carpenter........$ 48.97 31.49
Millwright..................$ 51.47 33.08
Footnote: Placer County (West) includes territory West of and including Highway 49 and El Dorado County (West) includes territory West of and including Highway 49 and territory inside the city limits of Placerville.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0046‐002 07/01/2021
Alpine, Colusa, El Dorado (East), Nevada, Placer (East), Sierra, Sutter and Yuba Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 47.77 31.49
Journeyman Carpenter........$ 47.62 31.49
Millwright..................$ 50.12 33.08
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0152‐003 07/01/2020
Amador County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0180‐001 07/01/2021
Solano County
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP0751‐001 07/01/2021
Napa and Sonoma Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 54.85 31.49
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 55.00 31.49
Journeyman Carpenter........$ 54.85 31.49
Millwright..................$ 54.95 33.08
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ CARP1599‐001 07/01/2020
Butte, Glenn, Lassen, Modoc, Plumas, Shasta, Siskiyou, Tehama and Trinity Counties
Rates Fringes
Carpenters
Bridge Builder/Highway
Carpenter...................$ 52.65 30.82
Hardwood Floorlayer,
Shingler, Power Saw
Operator, Steel Scaffold &
Steel Shoring Erector, Saw
Filer.......................$ 45.57 30.82
Journeyman Carpenter........$ 45.42 30.82
Millwright..................$ 47.92 32.41
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0180‐001 06/01/2021
NAPA AND SOLANO COUNTIES
Rates Fringes
CABLE SPLICER....................$ 59.69 3%+24.38 ELECTRICIAN......................$ 53.06 3%+24.38 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0180‐003 12/01/2022
NAPA AND SOLANO COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 46.64 25.30
Technician..................$ 53.64 25.51
SCOPE OF WORK INCLUDES‐
SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable
pulling) and when performed on new or major remodel
building projects or jobs],
TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.
EXCLUDES‐
Excludes all other data systems or multiple systems which include control function or power supply; excludes
installation of raceway systems, line voltage work,
industrial work, life‐safety systems (all buildings having floors located more than 75' above the lowest floor level having building access); excludes energy management
systems.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0340‐002 02/01/2018
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN,
NEVADA, PLACER, PLUMAS, SACRAMENTO, TRINITY, YOLO, YUBA COUNTIES Rates Fringes
Communications System
Sound & Communications
Installer...................$ 29.35 3%+15.35
Sound & Communications
Technician..................$ 33.75 3%+15.35
SCOPE OF WORK
Includes the installation testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following 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. SOUND AND VOICE TRANSMISSION/TRANSFERENCE SYSTEMS
Background foreground music Intercom and telephone
interconnect systems, Telephone systems, Nurse call
systems, Radio page systems, School intercom and sound
systems, Burglar alarm systems, Low voltage master clock systems, Multi‐media/multiplex systems, Sound and musical entertainment systems, RF systems, Antennas and Wave Guide.
B. FIRE ALARM SYSTEMS
Installation, wire pulling and testing
C. TELEVISION AND VIDEO SYSTEMS Television monitoring and surveillance systems, Video security systems, Video
entertainment systems, Video educational systems, Microwave transmission systems, CATV and CCTV
D. SECURITY SYSTEMS Perimeter security systems
Vibration sensor systems Card access systems Access control systems Sonar/infrared monitoring equipment E. COMMUNICATIONS SYSTEMS THAT TRANSMIT OR RECEIVE
INFORMATION AND/OR CONTROL SYSTEMS THAT ARE INTRINSIC TO THE ABOVE LISTED SYSTEMS SCADA (Supervisory Control and Data Acquisition) PCM (Pulse Code Modulation)
Inventory Control Systems Digital Data Systems
Broadband and Baseband and Carriers Point of Sale
Systems VSAT Data Systems Data Communication
Systems RF and Remote Control Systems Fiber Optic Data Systems WORK EXCLUDED Raceway systems are not covered (excluding Ladder‐Rack for the purpose of the above listed systems). Chases and/or nipples (not to exceed 10 feet) may be installed on open wiring systems. Energy management systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the
scope). Fire alarm systems when installed in raceways
(including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply:
1. The project involves new or major remodel building trades construction.
2. The conductors for the fire alarm system are installed in conduit.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0340‐003 08/01/2022
ALPINE (West of Sierra Mt. Watershed), AMADOR, BUTTE, COLUSA, EL DORADO (West of Sierra Mt. Watershed), GLENN, LASSEN, NEVADA (West of Sierra Mt. Watershed), PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA (West of Sierra Mt. Watershed), SUTTER, TEHAMA,
TRINITY, YOLO & YUBA COUNTIES
Rates Fringes
ELECTRICIAN
Remaining area..............$ 45.06 34.09
Sierra Army Depot, Herlong..$ 48.83 18.54
Tunnel work.................$ 41.01 18.54
CABLE SPLICER: Receives 110% of the Electrician basic hourly rate.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0401‐005 01/01/2022
ALPINE (east of the main watershed divide), EL DORADO (east of the main watershed divide), NEVADA (east of the main
watershed), PLACER (east of the main watershed divide) and SIERRA (east of the main watershed divide) COUNTIES:
Rates Fringes
ELECTRICIAN......................$ 42.50 20.95 ZONE RATE:
70‐90 miles ‐ $8.00 per hour
91+ miles ‐ $10.00 per hour
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0551‐004 06/01/2022
MARIN AND SONOMA COUNTIES
Rates Fringes
ELECTRICIAN......................$ 55.60 28.06 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0551‐005 12/01/2022
MARIN & SONOMA COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 46.64 25.30
Technician..................$ 53.64 25.65
SCOPE OF WORK INCLUDES‐
SOUND & VOICE TRANSMISSION (Music, Intercom, Nurse Call, Telephone); FIRE ALARM SYSTEMS [excluding fire alarm work when installed in raceways (including wire and cable
pulling) and when performed on new or major remodel
building projects or jobs],
TELEVISION & VIDEO SYSTEMS, SECURITY SYSTEMS, COMMUNICATIONS SYSTEMS that transmit or receive information and/or control systems that are intrinsic to the above.
EXCLUDES‐
Excludes all other data systems or multiple systems which include control function or power supply; excludes
installation of raceway systems, line voltage work,
industrial work, life‐safety systems (all buildings having floors located more than 75' above the lowest floor level having building access); excludes energy management
systems.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0659‐006 01/01/2023
DEL NORTE, MODOC and SISKIYOU COUNTIES
Rates Fringes
ELECTRICIAN......................$ 43.97 19.26 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC0659‐008 02/01/2023
DEL NORTE, MODOC & SISKIYOU COUNTIES
Rates Fringes
Line Construction
(1) Cable Splicer...........$ 67.80 4.5%+22.15
(2) Lineman, Pole Sprayer,
Heavy Line Equipment Man....$ 60.54 4.5%+22.15
(3) Tree Trimmer............$ 37.84 4.5%+14.30
(4) Line Equipment Man......$ 53.82 4.5%+19.40
(5) Powdermen,
Jackhammermen...............$ 40.37 4.5%+14.30
(6) Groundman...............$ 33.37 4.5%+14.30
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEC1245‐004 06/01/2022
ALL COUNTIES EXCEPT DEL NORTE, MODOC & SISKIYOU
Rates Fringes
LINE CONSTRUCTION
(1) Lineman; Cable splicer..$ 64.40 22.58
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), overhead &
underground distribution
line equipment)...........$ 50.00 21.30
(3) Groundman...............$ 38.23 20.89
(4) Powderman...............$ 51.87 18.79
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
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ELEV0008‐001 01/01/2023
Rates Fringes
ELEVATOR MECHANIC................$ 77.61 37.335+a+b 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.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ENGI0003‐008 08/01/2022
Rates Fringes
Dredging: (DREDGING:
CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 55.15 35.46
(2) Dredge Dozer; Heavy
duty repairman.............$ 50.19 35.46
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 49.07 35.46
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 45.77 35.46
AREA 2:
(1) Leverman...............$ 57.15 35.46
(2) Dredge Dozer; Heavy
duty repairman.............$ 52.19 35.46
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 51.07 35.46
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 47.77 35.46
AREA DESCRIPTIONS
AREA 1: ALAMEDA,BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,
NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,
SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,
SUTTER, YOLO, AND YUBA COUNTIES
AREA 2: MODOC COUNTY
THE REMAINGING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
ALPINE COUNTY:
Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:
Area 1: Remainder
Area 2: Eastern part
COLUSA COUNTY:
Area 1: Eastern part
Area 2: Remainder
ELDORADO COUNTY:
Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY:
Area 1: Remainder
Area 2: Eastern part
GLENN COUNTY:
Area 1: Eastern part
Area 2: Remainder
LASSEN COUNTY:
Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
MONTERREY COUNTY
Area 1: Except Southwestern part
Area 2: Southwestern part
NEVADA COUNTY:
Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:
Area 1: Al but the Central portion
Area 2: Remainder
PLUMAS COUNTY:
Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:
Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:
Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:
Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:
Area 1: All but the Northwestern corner
Area 2: Remainder
TEHAMA COUNTY:
Area 1: All but the Western border with Mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:
Area 1: East Central part and the Northeastern border with Shasta County
Area 2: Remainder
TUOLUMNE COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ENGI0003‐019 06/29/2020
SEE AREA DESCRIPTIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(LANDSCAPE WORK ONLY)
GROUP 1
AREA 1.....................$ 39.95 30.28
AREA 2.....................$ 41.95 30.28
GROUP 2
AREA 1.....................$ 36.35 30.28
AREA 2.....................$ 38.35 30.28
GROUP 3
AREA 1.....................$ 31.74 30.28
AREA 2.....................$ 33.74 30.28
GROUP DESCRIPTIONS:
GROUP 1: Landscape Finish Grade Operator: All finish grade work regardless of equipment used, and all equipment with a rating more than 65 HP.
GROUP 2: Landscape Operator up to 65 HP: All equipment with a manufacturer's rating of 65 HP or less except equipment covered by Group 1 or Group 3. The following equipment shall be included except when used for finish work as long as manufacturer's rating is 65 HP or less: A‐Frame and
Winch Truck, Backhoe, Forklift, Hydragraphic Seeder
Machine, Roller, Rubber‐Tired and Track Earthmoving
Equipment, Skiploader, Straw Blowers, and Trencher 31 HP up to 65 HP.
GROUP 3: Landscae Utility Operator: Small Rubber‐Tired
Tractor, Trencher Under 31 HP.
AREA DESCRIPTIONS:
AREA 1: ALAMEDA, BUTTE, CONTRA COSTA, KINGS, MARIN, MERCED,
NAPA, SACRAMENTO, SAN BENITO, SAN FRANCISCO, SAN JOAQUIN,
SAN MATEO, SANTA CLARA, SANTA CRUZ, SOLANO, STANISLAUS,
SUTTER, YOLO, AND YUBA COUNTIES
AREA 2 ‐ MODOC COUNTY
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
ALPINE COUNTY:
Area 1: Northernmost part
Area 2: Remainder
CALAVERAS COUNTY:
Area 1: Except Eastern part
Area 2: Eastern part
COLUSA COUNTY:
Area 1: Eastern part
Area 2: Remainder
DEL NORTE COUNTY:
Area 1: Extreme Southwestern corner
Area 2: Remainder
ELDORADO COUNTY:
Area 1: North Central part
Area 2: Remainder
FRESNO COUNTY
Area 1: Except Eastern part
Area 2: Eastern part
GLENN COUNTY:
Area 1: Eastern part
Area 2: Remainder
HUMBOLDT COUNTY:
Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:
Area 1: Southern part
Area 2: Remainder
LASSEN COUNTY:
Area 1: Western part along the Southern portion of border with Shasta County
Area 2: Remainder
MADERA COUNTY
Area 1: Remainder
Area 2: Eastern part
MARIPOSA COUNTY
Area 1: Remainder
Area 2: Eastern part
MENDOCINO COUNTY:
Area 1: Central and Southeastern parts
Area 2: Remainder
MONTEREY COUNTY
Area 1: Remainder
Area 2: Southwestern part
NEVADA COUNTY:
Area 1: All but the Northern portion along the border of Sierra County
Area 2: Remainder
PLACER COUNTY:
Area 1: All but the Central portion
Area 2: Remainder
PLUMAS COUNTY:
Area 1: Western portion
Area 2: Remainder
SHASTA COUNTY:
Area 1: All but the Northeastern corner
Area 2: Remainder
SIERRA COUNTY:
Area 1: Western part
Area 2: Remainder
SISKIYOU COUNTY:
Area 1: Central part
Area 2: Remainder
SONOMA COUNTY:
Area 1: All but the Northwestern corner
Area 2: Reaminder
TEHAMA COUNTY:
Area 1: All but the Western border with mendocino & Trinity Counties
Area 2: Remainder
TRINITY COUNTY:
Area 1: East Central part and the Northeaster border with Shasta County
Area 2: Remainder
TULARE COUNTY;
Area 1: Remainder
Area 2: Eastern part
TUOLUMNE COUNTY:
Area 1: Remainder
Area 2: Eastern Part
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ENGI0003‐038 06/29/2020
""AREA 1"" WAGE RATES ARE LISTED BELOW
""AREA 2"" RECEIVES AN ADDITIONAL $2.00 PER HOUR ABOVE AREA 1 RATES.
SEE AREA DEFINITIONS BELOW
Rates Fringes
OPERATOR: Power Equipment
(AREA 1:)
GROUP 1.....................$ 51.42 31.15
GROUP 2.....................$ 49.89 31.15
GROUP 3.....................$ 48.41 31.15
GROUP 4.....................$ 47.03 31.15
GROUP 5.....................$ 45.76 31.15
GROUP 6.....................$ 44.44 31.15
GROUP 7.....................$ 43.30 31.15
GROUP 8.....................$ 42.16 31.15
GROUP 8‐A...................$ 39.95 31.15
OPERATOR: Power Equipment
(Cranes and Attachments ‐
AREA 1:)
GROUP 1
Cranes.....................$ 52.30 31.15
Oiler......................$ 43.79 31.15
Truck crane oiler..........$ 46.08 31.15
GROUP 2
Cranes.....................$ 50.54 31.15
Oiler......................$ 42.83 31.15
Truck crane oiler..........$ 45.07 31.15
GROUP 3
Cranes.....................$ 48.80 31.15
Hydraulic..................$ 44.44 31.15
Oiler......................$ 42.55 31.15
Truck crane oiler..........$ 44.83 31.15
GROUP 4
Cranes.....................$ 45.76 31.15
OPERATOR: Power Equipment
(Piledriving ‐ AREA 1:)
GROUP 1
Lifting devices............$ 52.64 31.15
Oiler......................$ 43.38 31.15
Truck Crane Oiler..........$ 45.66 31.15
GROUP 2
Lifting devices............$ 50.82 31.15
Oiler......................$ 43.11 31.15
Truck Crane Oiler..........$ 45.41 31.15
GROUP 3
Lifting devices............$ 49.14 31.15
Oiler......................$ 42.89 31.15
Truck Crane Oiler..........$ 45.12 31.15
GROUP 4
Lifting devices............$ 47.37 31.15
GROUP 5
Lifting devices............$ 44.73 31.15
GROUP 6
Lifting devices............$ 42.50 31.15
OPERATOR: Power Equipment
(Steel Erection ‐ AREA 1:)
GROUP 1
Cranes.....................$ 53.27 31.15
Oiler......................$ 43.72 31.15
Truck Crane Oiler..........$ 45.95 31.15
GROUP 2
Cranes.....................$ 51.50 31.15
Oiler......................$ 43.45 31.15
Truck Crane Oiler..........$ 45.73 31.15
GROUP 3
Cranes.....................$ 50.02 31.15
Hydraulic..................$ 45.07 31.15
Oiler......................$ 43.23 31.15
Truck Crane Oiler..........$ 45.46 31.15
GROUP 4
Cranes.....................$ 48.00 31.15
GROUP 5
Cranes.....................$ 46.70 31.15
OPERATOR: Power Equipment
(Tunnel and Underground Work
‐ AREA 1:)
SHAFTS, STOPES, RAISES:
GROUP 1....................$ 47.52 31.15
GROUP 1‐A..................$ 49.99 31.15
GROUP 2....................$ 46.26 31.15
GROUP 3....................$ 44.93 31.15
GROUP 4....................$ 43.79 31.15
GROUP 5....................$ 42.65 31.15
UNDERGROUND:
GROUP 1....................$ 47.42 31.15
GROUP 1‐A..................$ 49.89 31.15
GROUP 2....................$ 46.16 31.15
GROUP 3....................$ 44.83 31.15
GROUP 4....................$ 43.69 31.15
GROUP 5....................$ 42.55 31.15
FOOTNOTE: Work suspended by ropes or cables, or work on a Yo‐Yo Cat: $.60 per hour additional.
POWER EQUIPMENT OPERATOR CLASSIFICATIONS
GROUP 1: Operator of helicopter (when used in erection work); Hydraulic excavator, 7 cu. yds. and over; Power shovels, over 7 cu. yds.
GROUP 2: Highline cableway; Hydraulic excavator, 3‐1/2 cu. yds. up to 7 cu. yds.; Licensed construction work boat
operator, on site; Power blade operator (finish); Power shovels, over 1 cu. yd. up to and including 7 cu. yds.
m.r.c.
GROUP 3: Asphalt milling machine; Cable backhoe; Combination backhoe and loader over 3/4 cu. yds.; Continuous flight tie back machine assistant to engineer or mechanic; Crane
mounted continuous flight tie back machine, tonnage to
apply; Crane mounted drill attachment, tonnage to apply; Dozer, slope brd; Gradall; Hydraulic excavator, up to 3 1/2 cu. yds.; Loader 4 cu. yds. and over; Long reach excavator; Multiple engine scraper (when used as push pull); Power shovels, up to and including 1 cu. yd.; Pre‐stress wire wrapping machine; Side boom cat, 572 or larger; Track
loader 4 cu. yds. and over; Wheel excavator (up to and
including 750 cu. yds. per hour)
GROUP 4: Asphalt plant engineer/box person; Chicago boom; Combination backhoe and loader up to and including 3/4 cu. yd.; Concrete batch plant (wet or dry); Dozer and/or push cat; Pull‐ type elevating loader; Gradesetter, grade
checker (GPS, mechanical or otherwise); Grooving and
grinding machine; Heading shield operator; Heavy‐duty
drilling equipment, Hughes, LDH, Watson 3000 or similar; Heavy‐duty repairperson and/or welder; Lime spreader;
Loader under 4 cu. yds.; Lubrication and service engineer (mobile and grease rack); Mechanical finishers or spreader machine (asphalt, Barber‐Greene and similar); Miller
Formless M‐9000 slope paver or similar; Portable crushing and screening plants; Power blade support; Roller operator, asphalt; Rubber‐tired scraper, self‐loading (paddle‐wheels, etc.); Rubber‐ tired earthmoving equipment (scrapers); Slip form paver (concrete); Small tractor with drag; Soil
stabilizer (P & H or equal); Spider plow and spider puller; Tubex pile rig; Unlicensed constuction work boat operator, on site; Timber skidder; Track loader up to 4 yds.;
Tractor‐drawn scraper; Tractor, compressor drill
combination; Welder; Woods‐Mixer (and other similar Pugmill equipment)
GROUP 5: Cast‐in‐place pipe laying machine; Combination slusher and motor operator; Concrete conveyor or concrete pump, truck or equipment mounted; Concrete conveyor,
building site; Concrete pump or pumpcrete gun; Drilling equipment, Watson 2000, Texoma 700 or similar; Drilling and boring machinery, horizontal (not to apply to waterliners, wagon drills or jackhammers); Concrete mixer/all; Person and/or material hoist; Mechanical finishers (concrete)
(Clary, Johnson, Bidwell Bridge Deck or similar types); Mechanical burm, curb and/or curb and gutter machine,
concrete or asphalt); Mine or shaft hoist; Portable
crusher; Power jumbo operator (setting slip‐forms, etc., in tunnels); Screed (automatic or manual); Self‐propelled
compactor with dozer; Tractor with boom D6 or smaller;
Trenching machine, maximum digging capacity over 5 ft.
depth; Vermeer T‐600B rock cutter or similar
GROUP 6: Armor‐Coater (or similar); Ballast jack tamper; Boom‐ type backfilling machine; Assistant plant engineer; Bridge and/or gantry crane; Chemical grouting machine,
truck‐mounted; Chip spreading machine operator; Concrete saw (self‐propelled unit on streets, highways, airports and canals); Deck engineer; Drilling equipment Texoma 600,
Hughes 200 Series or similar up to and including 30 ft. m.r.c.; Drill doctor; Helicopter radio operator;
Hydro‐hammer or similar; Line master; Skidsteer loader, Bobcat larger than 743 series or similar (with
attachments); Locomotive; Lull hi‐lift or similar; Oiler, truck mounted equipment; Pavement breaker, truck‐mounted, with compressor combination; Paving fabric installation and/or laying machine; Pipe bending machine (pipelines
only); Pipe wrapping machine (tractor propelled and
supported); Screed (except asphaltic concrete paving);
Self‐ propelled pipeline wrapping machine; Tractor;
Self‐loading chipper; Concrete barrier moving machine
GROUP 7: Ballast regulator; Boom truck or dual‐purpose
A‐frame truck, non‐rotating ‐ under 15 tons; Cary lift or similar; Combination slurry mixer and/or cleaner; Drilling equipment, 20 ft. and under m.r.c.; Firetender (hot plant); Grouting machine operator; Highline cableway signalperson; Stationary belt loader (Kolman or similar); Lift slab
machine (Vagtborg and similar types); Maginnes internal full slab vibrator; Material hoist (1 drum); Mechanical trench shield; Pavement breaker with or without compressor combination); Pipe cleaning machine (tractor propelled and supported); Post driver; Roller (except asphalt); Chip
Seal; Self‐propelled automatically applied concrete curing mahcine (on streets, highways, airports and canals);
Self‐propelled compactor (without dozer); Signalperson; Slip‐form pumps (lifting device for concrete forms); Tie spacer; Tower mobile; Trenching machine, maximum digging capacity up to and including 5 ft. depth; Truck‐ type loader GROUP 8: Bit sharpener; Boiler tender; Box operator;
Brakeperson; Combination mixer and compressor
(shotcrete/gunite); Compressor operator; Deckhand; Fire tender; Forklift (under 20 ft.); Generator;
Gunite/shotcrete equipment operator; Hydraulic monitor; Ken seal machine (or similar); Mixermobile; Oiler; Pump
operator; Refrigeration plant; Reservoir‐debris tug (self‐ propelled floating); Ross Carrier (construction site);
Rotomist operator; Self‐propelled tape machine; Shuttlecar; Self‐propelled power sweeper operator (includes vacuum
sweeper); Slusher operator; Surface heater; Switchperson; Tar pot firetender; Tugger hoist, single drum; Vacuum
cooling plant; Welding machine (powered other than by
electricity)
GROUP 8‐A: Elevator operator; Skidsteer loader‐Bobcat 743 series or smaller, and similar (without attachments); Mini excavator under 25 H.P. (backhoe‐trencher); Tub grinder wood chipper
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
ALL CRANES AND ATTACHMENTS
GROUP 1: Clamshell and dragline over 7 cu. yds.; Crane, over 100 tons; Derrick, over 100 tons; Derrick barge
pedestal‐mounted, over 100 tons; Self‐propelled boom‐type lifting device, over 100 tons
GROUP 2: Clamshell and dragline over 1 cu. yd. up to and including 7 cu. yds.; Crane, over 45 tons up to and
including 100 tons; Derrick barge, 100 tons and under;
Self‐propelled boom‐type lifting device, over 45 tons;
Tower crane
GROUP 3: Clamshell and dragline up to and including 1 cu. yd.; Cranes 45 tons and under; Self‐propelled boom‐type lifting device 45 tons and under;
GROUP 4: Boom Truck or dual purpose A‐frame truck,
non‐rotating over 15 tons; Truck‐mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) over 15 tons; Truck‐mounted rotating
telescopic boom type lifting device, Manitex or similar (boom truck) ‐ under 15 tons;
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
PILEDRIVERS
GROUP 1: Derrick barge pedestal mounted over 100 tons;
Clamshell over 7 cu. yds.; Self‐propelled boom‐type lifting device over 100 tons; Truck crane or crawler, land or barge mounted over 100 tons
GROUP 2: Derrick barge pedestal mounted 45 tons to and
including 100 tons; Clamshell up to and including 7 cu. yds.; Self‐propelled boom‐type lifting device over 45 tons; Truck crane or crawler, land or barge mounted, over 45 tons up to and including 100 tons; Fundex F‐12 hydraulic pile rig GROUP 3: Derrick barge pedestal mounted under 45 tons; Self‐ propelled boom‐type lifting device 45 tons and under;
Skid/scow piledriver, any tonnage; Truck crane or crawler, land or barge mounted 45 tons and under
GROUP 4: Assistant operator in lieu of assistant to engineer; Forklift, 10 tons and over; Heavy‐duty repairperson/welder GROUP 5: Deck engineer
GROUP 6: Deckhand; Fire tender
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
STEEL ERECTORS
GROUP 1: Crane over 100 tons; Derrick over 100 tons; Self‐ propelled boom‐type lifting device over 100 tons
GROUP 2: Crane over 45 tons to 100 tons; Derrick under 100 tons; Self‐propelled boom‐type lifting device over 45 tons to 100 tons; Tower crane
GROUP 3: Crane, 45 tons and under; Self‐propelled boom‐type lifting device, 45 tons and under
GROUP 4: Chicago boom; Forklift, 10 tons and over; Heavy‐duty repair person/welder
GROUP 5: Boom cat
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ‐‐
TUNNEL AND UNDERGROUND WORK
GROUP 1‐A: Tunnel bore machine operator, 20' diameter or more
GROUP 1: Heading shield operator; Heavy‐duty repairperson; Mucking machine (rubber tired, rail or track type); Raised bore operator (tunnels); Tunnel mole bore operator
GROUP 2: Combination slusher and motor operator; Concrete pump or pumpcrete gun; Power jumbo operator
GROUP 3: Drill doctor; Mine or shaft hoist
GROUP 4: Combination slurry mixer cleaner; Grouting Machine operator; Motorman
GROUP 5: Bit Sharpener; Brakeman; Combination mixer and compressor (gunite); Compressor operator; Oiler; Pump
operator; Slusher operator
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ AREA DESCRIPTIONS:
POWER EQUIPMENT OPERATORS, CRANES AND ATTACHMENTS,TUNNEL AND UNDERGROUND [These areas do not apply to Piledrivers and Steel Erectors]
AREA 1: DEL NORTE, HUMBOLDT, LAKE, MENDOCINO
AREA 2 ‐NOTED BELOW
THE REMAINING COUNTIES ARE SPLIT BETWEEN AREA 1 AND AREA 2 AS NOTED BELOW:
DEL NORTE COUNTY:
Area 1: Extreme Southwest corner
Area 2: Remainder
HUMBOLDT COUNTY:
Area 1: Except Eastern and Southwestern parts
Area 2: Remainder
LAKE COUNTY:
Area 1: Southern part
Area 2: Remainder
MENDOCINO COUNTY:
Area 1: Central and Southeastern Parts
Area 2: Remainder
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ IRON0118‐012 01/01/2023
ALPINE, LASSEN, MODOC, SISKIYOU and TRINITY COUNTIES
Rates Fringes
IRONWORKER.......................$ 41.00 33.70 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ IRON0118‐013 01/01/2023
AMADOR, BUTTE, COLUSA,EL DORADO, GLENN,MARIN, NAPA, NEVADA,
PLACER,PLUMAS, SACRAMENTO, SHASTA, SIERRA, SOLANO, SONOMA, SUTTER, TEHAMA, YOLO and YUBA COUNTIES
Rates Fringes
IRONWORKER.......................$ 46.20 34.30 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0067‐003 03/04/2023
AREA ""1"" ‐ MARIN and NAPA COUNTIES
AREA ""2"" ‐ ALPINE, AMADOR, BUTTE COLUSA EL DORADO, GLENN,
LASSEN, MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA,
SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,
YOLO, AND YUBA COUNTIES
Rates Fringes
LABORER (ASBESTOS/MOLD/LEAD
LABORER)
Marin and Napa Counties.....$ 35.25 27.09
Remaining Counties..........$ 34.25 27.09
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ * LABO0067‐005 06/27/2022
AREA ""A"" ‐ ALAMEDA, CONTRA COSTA, SAN FRANCISCO, SAN MATEO AND
SANTA CLARA COUNTIES
AREA ""B"" ‐ ALPINE, AMADOR, BUTTE, CALAVERAS, COLUSA, DEL
NORTE, EL DORADO, FRESNO, GLENN, HUMBOLDT, KINGS, LAKE, LASSEN,
MADERA, MARIPOSA, MENDOCINO, MERCED, MODOC, MONTEREY, NEVADA,
PLACER, PLUMAS, SANCREMENTO, SAN BENITO, SAN JOAQUIN, SANTA
CRUZ, SIERRA, SHASTA, SISKIYOU, STANISLAUS, TEHAMA, TRINITY,
TULARE, TUOLUMNE, YOLO AND YOUBA COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person
Area A.....................$ 36.01 26.10
Area B.....................$ 35.01 26.10
Traffic Control Person I
Area A.....................$ 36.31 26.10
Area B.....................$ 35.31 26.10
Traffic Control Person II
Area A.....................$ 33.81 26.10
Area B.....................$ 32.81 26.10
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0185‐002 07/01/2022
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,
NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,
SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
LABORER
Mason Tender‐Brick..........$ 35.29 25.21
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0185‐005 07/01/2021
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,
NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU,
SUTTER, TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen ‐ where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner ‐ tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster ‐ potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman ‐ primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang ‐ muckers, trackmen; Concrete crew ‐ includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0185‐006 06/25/2018
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,
NEVADA, PLACER, PLUMAS, SACRAMENTO, SHIASTA, SIERRA, SISKIYOU,
SUTTER, TEHAMA, TRINITY, YOLO, YUBA COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS ‐ AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1‐a...................$ 30.01 23.20
GROUP 1‐c...................$ 30.01 23.20
GROUP 1‐e...................$ 30.34 23.20
GROUP 1‐f...................$ 30.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1‐b and 1‐d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS ‐ AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE ‐ AREA B:)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING ‐ AREA B:)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1‐a below.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast‐in‐ place manhole form setter; Pressure pipelayer; Davis trencher ‐ 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri‐pak‐it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1‐1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay‐kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast‐manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock‐slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1‐a: Joy drill model TWM‐2A; Gardner‐Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1‐b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1‐c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1‐d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1‐e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1‐f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke‐setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand‐held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1‐f; Jacking of pipe ‐ under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean‐up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi‐skilled wrecker (salvaging of other building materials)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0185‐008 07/01/2022
Rates Fringes
Plasterer tender.................$ 38.02 28.25 Work on a swing stage scaffold: $1.00 per hour additional. ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0261‐002 06/28/2021
MARIN COUNTY
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 34.48 26.21
Traffic Control Person I....$ 34.78 26.21
Traffic Control Person II...$ 32.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0261‐004 07/01/2021
MARIN COUNTY
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 42.00 25.71
GROUP 2.....................$ 41.77 25.71
GROUP 3.....................$ 41.52 25.71
GROUP 4.....................$ 41.07 25.71
GROUP 5.....................$ 40.53 25.71
Shotcrete Specialist........$ 42.52 25.71
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen ‐ where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner ‐ tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster ‐ potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman ‐ primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang ‐ muckers, trackmen; Concrete crew ‐ includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0261‐007 07/01/2022
MARIN COUNTY
Rates Fringes
LABORER
Mason Tender‐Brick..........$ 36.54 25.21
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0261‐010 06/25/2018
MARIN COUNTY
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS ‐ AREA A:)
Construction Specialist
Group.......................$ 31.49 23.20
GROUP 1.....................$ 30.79 23.20
GROUP 1‐a...................$ 31.01 23.20
GROUP 1‐c...................$ 30.84 23.20
GROUP 1‐e...................$ 31.34 23.20
GROUP 1‐f...................$ 31.37 23.20
GROUP 2.....................$ 30.64 23.20
GROUP 3.....................$ 30.54 23.20
GROUP 4.....................$ 24.23 23.20
See groups 1‐b and 1‐d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS ‐ AREA A:)
(1) New Construction........$ 30.54 23.20
(2) Establishment Warranty
Period......................$ 24.23 23.20
LABORER (GUNITE ‐ AREA A:)
GROUP 1.....................$ 30.75 22.31
GROUP 2.....................$ 30.25 22.31
GROUP 3.....................$ 29.66 22.31
GROUP 4.....................$ 29.54 22.31
LABORER (WRECKING ‐ AREA A:)
GROUP 1.....................$ 30.79 23.20
GROUP 2.....................$ 30.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1‐a below.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast‐in‐ place manhole form setter; Pressure pipelayer; Davis trencher ‐ 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri‐pak‐it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1‐1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay‐kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast‐manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock‐slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1‐a: Joy drill model TWM‐2A; Gardner‐Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1‐b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1‐c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1‐d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1‐e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1‐f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke‐setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand‐held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1‐f; Jacking of pipe ‐ under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean‐up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi‐skilled wrecker (salvaging of other building materials)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0261‐015 07/01/2022
Rates Fringes
Plasterer tender.................$ 38.02 28.25 Work on a swing stage scaffold: $1.00 per hour additional. ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0324‐004 06/28/2021
NAPA, SOLANO, AND SONOMA, COUNTIES
Rates Fringes
LABORER (TRAFFIC CONTROL/LANE
CLOSURE)
Escort Driver, Flag Person..$ 33.48 26.21
Traffic Control Person I....$ 33.78 26.21
Traffic Control Person II...$ 31.28 26.21
TRAFFIC CONTROL PERSON I: Layout of traffic control, crash cushions, construction area and roadside signage.
TRAFFIC CONTROL PERSON II: Installation and removal of
temporary/permanent signs, markers, delineators and crash cushions.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0324‐008 06/25/2018
NAPA, SOLANO, AND SONOMA COUNTIES
Rates Fringes
Tunnel and Shaft Laborers:
GROUP 1.....................$ 37.82 24.11
GROUP 2.....................$ 37.59 24.11
GROUP 3.....................$ 37.34 24.11
GROUP 4.....................$ 36.89 24.11
GROUP 5.....................$ 36.35 24.11
Shotcrete Specialist........$ 38.34 24.11
TUNNEL AND SHAFT CLASSIFICATIONS
GROUP 1: Diamond driller; Groundmen; Gunite and shotcrete nozzlemen
GROUP 2: Rodmen; Shaft work & raise (below actual or
excavated ground level)
GROUP 3: Bit grinder; Blaster, driller, powdermen, heading; Cherry pickermen ‐ where car is lifted; Concrete finisher in tunnel; Concrete screedman; Grout pumpman and potman; Gunite & shotcrete gunman & potman; Headermen; High
pressure nozzleman; Miner ‐ tunnel, including top and
bottom man on shaft and raise work; Nipper; Nozzleman on slick line; Sandblaster ‐ potman, Robotic Shotcrete Placer, Segment Erector, Tunnel Muck Hauler, Steel Form raiser and setter; Timberman, retimberman (wood or steel or substitute materials therefore); Tugger (for tunnel laborer work); Cable tender; Chuck tender; Powderman ‐ primer house
GROUP 4: Vibrator operator, pavement breaker; Bull gang ‐ muckers, trackmen; Concrete crew ‐ includes rodding and spreading, Dumpmen (any method)
GROUP 5: Grout crew; Reboundman; Swamper/ Brakeman
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0324‐010 07/01/2022
SOLANO AND SONOMA COUNTIES
Rates Fringes
LABORER
Mason Tender‐Brick..........$ 35.84 25.91
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0324‐013 06/25/2018
NAPA, SOLANO, AND SONOMA COUNTIES
Rates Fringes
LABORER (CONSTRUCTION CRAFT
LABORERS ‐ AREA B:)
Construction Specialist
Group.......................$ 30.49 23.20
GROUP 1.....................$ 29.79 23.20
GROUP 1‐a...................$ 30.01 23.20
GROUP 1‐c...................$ 29.84 23.20
GROUP 1‐e...................$ 30.34 23.20
GROUP 1‐f...................$ 29.37 23.20
GROUP 2.....................$ 29.64 23.20
GROUP 3.....................$ 29.54 23.20
GROUP 4.....................$ 23.23 23.20
See groups 1‐b and 1‐d under laborer classifications.
LABORER (GARDENERS,
HORTICULTURAL & LANDSCAPE
LABORERS ‐ AREA B:)
(1) New Construction........$ 29.54 23.20
(2) Establishment Warranty
Period......................$ 23.23 23.20
LABORER (GUNITE ‐ AREA B:)
GROUP 1.....................$ 29.75 22.31
GROUP 2.....................$ 29.25 22.31
GROUP 3.....................$ 28.66 22.31
GROUP 4.....................$ 28.54 22.31
LABORER (WRECKING ‐ AREA B:)
GROUP 1.....................$ 29.79 23.20
GROUP 2.....................$ 29.64 23.20
FOOTNOTES:
Laborers working off or with or from bos'n chairs, swinging scaffolds, belts shall receive $0.25 per hour above the applicable wage rate. This shall not apply to workers
entitled to receive the wage rate set forth in Group 1‐a below.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
LABORER CLASSIFICATIONS
CONSTRUCTION SPECIALIST GROUP: Asphalt ironer and raker; Chainsaw; Laser beam in connection with laborers' work; Cast‐in‐ place manhole form setter; Pressure pipelayer; Davis trencher ‐ 300 or similar type (and all small
trenchers); Blaster; Diamond driller; Multiple unit drill; Hydraulic drill
GROUP 1: Asphalt spreader boxes (all types); Barko, Wacker and similar type tampers; Buggymobile; Caulker, bander, pipewrapper, conduit layer, plastic pipelayer; Certified hazardous waste worker including Leade Abatement;
Compactors of all types; Concrete and magnesite mixer, 1/2 yd. and under; Concrete pan work; Concrete sander; Concrete saw; Cribber and/or shoring; Cut granite curb setter;
Dri‐pak‐it machine; Faller, logloader and bucker; Form
raiser, slip forms; Green cutter; Headerboard, Hubsetter, aligner, by any method; High pressure blow pipe (1‐1/2"" or over, 100 lbs. pressure/over); Hydro seeder and similar type; Jackhammer operator; Jacking of pipe over 12 inches; Jackson and similar type compactor; Kettle tender, pot and worker applying asphalt, lay‐kold, creosote, lime, caustic and similar type materials (applying means applying,
dipping or handling of such materials); Lagging, sheeting, whaling, bracing, trenchjacking, lagging hammer; Magnesite, epoxyresin, fiberglass, mastic worker (wet or dry); No
joint pipe and stripping of same, including repair of
voids; Pavement breaker and spader, including tool grinder; Perma curb; Pipelayer (including grade checking in
connection with pipelaying); Precast‐manhole setter;
Pressure pipe tester; Post hole digger, air, gas and
electric; Power broom sweeper; Power tampers of all types (except as shown in Group 2); Ram set gun and stud gun; Riprap stonepaver and rock‐slinger, including placing of sacked concrete and/or sand (wet or dry) and gabions and similar type; Rotary scarifier or multiple head concrete chipping scarifier; Roto and Ditch Witch; Rototiller;
Sandblaster, pot, gun, nozzle operators; Signalling and rigging; Tank cleaner; Tree climber; Turbo blaster;
Vibrascreed, bull float in connection with laborers' work; Vibrator; Hazardous waste worker (lead removal); Asbestos and mold removal worker
GROUP 1‐a: Joy drill model TWM‐2A; Gardner‐Denver model DH143 and similar type drills; Track driller; Jack leg driller; Wagon driller; Mechanical drillers, all types regardless of type or method of power; Mechanical pipe layers, all types regardless of type or method of power; Blaster and powder; All work of loading, placing and blasting of all powder and explosives of whatever type regardless of method used for such loading and placing; High scalers (including drilling of same); Tree topper; Bit grinder
GROUP 1‐b: Sewer cleaners shall receive $4.00 per day above Group 1 wage rates. ""Sewer cleaner"" means any worker who handles or comes in contact with raw sewage in small
diameter sewers. Those who work inside recently active, large diameter sewers, and all recently active sewer
manholes shal receive $5.00 per day above Group 1 wage
rates.
GROUP 1‐c: Burning and welding in connection with laborers' work; Synthetic thermoplastics and similar type welding GROUP 1‐d: Maintenance and repair track and road beds. All employees performing work covered herein shall receive $ .25 per hour above their regular rate for all work
performed on underground structures not specifically
covered herein. This paragraph shall not be construed to apply to work below ground level in open cut. It shall apply to cut and cover work of subway construction after the temporary cover has been placed.
GROUP 1‐e: Work on and/or in bell hole footings and shafts thereof, and work on and in deep footings. (A deep footing is a hole 15 feet or more in depth.) In the event the
depth of the footing is unknown at the commencement of
excavation, and the final depth exceeds 15 feet, the deep footing wage rate would apply to all employees for each and every day worked on or in the excavation of the footing from the date of inception.
GROUP 1‐f: Wire winding machine in connection with guniting or shot crete
GROUP 2: Asphalt shoveler; Cement dumper and handling dry cement or gypsum; Choke‐setter and rigger (clearing work); Concrete bucket dumper and chute; Concrete chipping and grinding; Concrete laborer (wet or dry); Driller tender, chuck tender, nipper; Guinea chaser (stake), grout crew; High pressure nozzle, adductor; Hydraulic monitor (over 100 lbs. pressure); Loading and unloading, carrying and hauling of all rods and materials for use in reinforcing concrete construction; Pittsburgh chipper and similar type brush shredders; Sloper; Single foot, hand‐held, pneumatic
tamper; All pneumatic, air, gas and electric tools not
listed in Groups 1 through 1‐f; Jacking of pipe ‐ under 12 inches
GROUP 3: Construction laborers, including bridge and general laborer; Dump, load spotter; Flag person; Fire watcher; Fence erector; Guardrail erector; Gardener, horticultural and landscape laborer; Jetting; Limber, brush loader and piler; Pavement marker (button setter); Maintenance, repair track and road beds; Streetcar and railroad construction track laborer; Temporary air and water lines, Victaulic or similar; Tool room attendant (jobsite only)
GROUP 4: Final clean‐up work of debris, grounds and building including but not limited to: street cleaner; cleaning and washing windows; brick cleaner (jobsite only); material cleaner (jobsite only). The classification ""material
cleaner"" is to be utilized under the following conditions:
A: at demolition site for the salvage of the material.
B: at the conclusion of a job where the material is to be salvaged and stocked to be reused on another job.
C: for the cleaning of salvage material at the jobsite or temporary jobsite yard.
The material cleaner classification should not be used in the performance of ""form stripping, cleaning and oiling and moving to the next point of erection"".
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Structural Nozzleman
GROUP 2: Nozzleman, Gunman, Potman, Groundman
GROUP 3: Reboundman
GROUP 4: Gunite laborer
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WRECKING WORK LABORER CLASSIFICATIONS
GROUP 1: Skilled wrecker (removing and salvaging of sash, windows and materials)
GROUP 2: Semi‐skilled wrecker (salvaging of other building materials)
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ LABO0324‐019 07/01/2022
Rates Fringes
Plasterer tender.................$ 38.02 28.25 Work on a swing stage scaffold: $1.00 per hour additional. ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0016‐004 01/01/2023
MARIN, NAPA, SOLANO & SONOMA COUNTIES
Rates Fringes
Painters:........................$ 47.42 27.28 PREMIUMS:
EXOTIC MATERIALS ‐ $1.25 additional per hour.
SPRAY WORK: ‐ $0.50 additional per hour.
INDUSTRIAL PAINTING ‐ $0.25 additional per hour
[Work on industrial buildings used for the manufacture and processing of goods for sale or service; steel construction (bridges), stacks, towers, tanks, and similar structures] HIGH WORK:
over 50 feet ‐ $2.00 per hour additional
100 to 180 feet ‐ $4.00 per hour additional
Over 180 feet ‐ $6.00 per houir additional
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0016‐005 01/01/2023
ALPINE, BUTTE, COLUSA, EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Hwy. 395, excluding Honey Lake); MARIN, MODOC, NAPA, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,
YOLO AND YUBA COUNTIES
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 53.03 28.84 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0016‐007 01/01/2023
ALPINE, AMADOR, BUTTE, COLUSA. EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Highway 395,
excluding Honey Lake), MODOC, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SUTTER, TEHAMA, TRINITY, YOLO & YUBA
COUNTIES
Rates Fringes
Painters:........................$ 38.23 22.05 SPRAY/SANDBLAST: $0.50 additional per hour.
EXOTIC MATERIALS: $1.25 additional per hour.
HIGH TIME: Over 50 ft above ground or water level $2.00 additional per hour. 100 to 180 ft above ground or water level $4.00 additional per hour. Over 180 ft above ground or water level $6.00 additional per hour.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0016‐008 01/01/2023
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 55.25 32.63 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0169‐004 01/01/2023
MARIN , NAPA & SONOMA COUNTIES; SOLANO COUNTY (west of a line defined as follows: Hwy. 80 corridor beginning at the City of Fairfield, including Travis Air Force Base and Suisun City; going north of Manakas Corner Rd., continue north on Suisun Valley Rd. to the Napa County line; Hwy. 80 corridor south on Grizzly Island Rd. to the Grizzly Island Management area) Rates Fringes
GLAZIER..........................$ 55.77 32.45 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ * PAIN0567‐001 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada
Mountains); AND SIERRA COUNTY (east of the Sierra Nevada Mountains)
Rates Fringes
Painters:
Brush and Roller............$ 33.15 14.29
Spray Painter & Paperhanger.$ 34.81 14.29
PREMIUMS:
Special Coatings (Brush), and Sandblasting = $0.50/hr
Special Coatings (Spray), and Steeplejack = $1.00/hr
Special Coating Spray Steel = $1.25/hr
Swing Stage = $2.00/hr
*A special coating is a coating that requires the mixing of 2 or more products.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0567‐007 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada Mountains) AND SIERRA COUNTY (east of the Sierra Nevada Mountains) Rates Fringes
SOFT FLOOR LAYER.................$ 34.27 16.47 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0567‐010 07/01/2022
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada
Mountains); AND SIERRA COUNTY (east of the Sierra Nevada Mountains)
Rates Fringes
Drywall
(1) Taper...................$ 38.92 14.99
(2) Steeplejack ‐ Taper,
over 40 ft with open space
below.......................$ 40.42 14.99
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN0767‐004 01/01/2023
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,
NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SOLANO (Remainder), SUTTER, TEHAMA, TRINITY, YOLO, YUBA Rates Fringes
GLAZIER..........................$ 43.15 33.72 PAID HOLIDAYS: New Year's Day, Martin Luther King, Jr. Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day.
Employee required to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN1176‐001 07/01/2022
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:
GROUP 1.....................$ 40.83 17.62
GROUP 2.....................$ 34.71 17.62
GROUP 3.....................$ 35.11 17.62
CLASSIFICATIONS
GROUP 1: Striper: Layout and application of painted traffic stripes and marking; hot thermo plastic; tape, traffic
stripes and markings
GROUP 2: Gamecourt & Playground Installer
GROUP 3: Protective Coating, Pavement Sealing
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PAIN1237‐001 01/01/2023
ALPINE; COLUSA; EL DORADO (west of the Sierra Nevada
Mountains); GLENN; LASSEN (west of Highway 395, beginning at Stacey and including Honey Lake); MODOC; NEVADA (west of the Sierra Nevada Mountains); PLACER (west of the Sierra Nevada Mountains); PLUMAS; SACRAMENTO; SHASTA; SIERRA (west of the Sierra Nevada Mountains); SISKIYOU; SUTTER; TEHAMA; TRINITY;
YOLO AND YUBA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 46.24 25.96 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLAS0300‐003 07/01/2018
Rates Fringes
PLASTERER
AREA 295: Alpine, Amador,
Butte, Colusa, El Dorado,
Glenn, Lassen, Modoc,
Nevada, Placer, Plumas,
Sacramento, Shasta,
Sierra, Siskiyou, Solano,
Sutter, Tehema, Trinity,
Yolo & Yuba Counties........$ 32.70 31.68
AREA 355: Marin.............$ 36.73 31.68
AREA 355: Napa & Sonoma
Counties....................$ 32.70 31.68
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLAS0300‐005 07/01/2016
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 32.15 23.27 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0038‐002 07/01/2022
MARIN AND SONOMA COUNTIES
Rates Fringes
PLUMBER (Plumber,
Steamfitter, Refrigeration
Fitter)
(1) Work on wooden frame
structures 5 stories or
less excluding high‐rise
buildings and commercial
work such as hospitals,
prisons, hotels, schools,
casinos, wastewater
treatment plants, and
resarch facilities as well
as refrigeration
pipefitting, service and
repair work ‐ MARKET
RECOVERY RATE...............$ 69.70 46.38
(2) All other work ‐ NEW
CONSTRUCTION RATE...........$ 82.00 48.18
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0038‐006 07/01/2022
MARIN & SONOMA COUNTIES
Rates Fringes
Landscape/Irrigation Fitter
(Underground/Utility Fitter).....$ 69.70 33.15 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0228‐001 01/01/2023
BUTTE, COLUSA, GLENN, LASSEN, MODOC, PLUMAS, SHASTA, SIERRA,
SISKIYOU, SUTTER, TEHAMA, TRINITY & YUBA COUNTIES
Rates Fringes
PLUMBER..........................$ 44.75 37.89 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0343‐001 07/01/2022
NAPA AND SOLANO COUNTIES
Rates Fringes
PLUMBER/PIPEFITTER
Light Commercial............$ 30.85 20.40
All Other Work..............$ 58.00 40.48
DEFINITION OF LIGHT COMMERICIAL:
Work shall include strip shopping centers, office buildings, schools and other commercial structures which the total plumbing bid does not exceed Two Hundred and Fifty Thousand ($250,000) and the total heating and cooling does not
exceed Two Hundred Fifty Thousand ($250,000); or Any
projects bid in phases shall not qualify unless the total project is less than Two Hundred Fifty Thousand ($250,000) for the plumbing bid; and Two Hundred Fifty Thousand
($250,000) for the heating and cooling bid. Excluded are hospitals, jails, institutions and industrial projects, regardless size of the project
FOOTNOTES: While fitting galvanized material: $.75 per hour additional. Work from trusses, temporary staging,
unguarded structures 35' from the ground or water: $.75 per hour additional. Work from swinging scaffolds, boatswains chairs or similar devices: $.75 per hour additional.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0350‐001 08/01/2021
EL DORADO COUNTY (Lake Tahoe area only); NEVADA COUNTY (Lake Tahoe area only); AND PLACER COUNTY (Lake Tahoe area only) Rates Fringes
PLUMBER/PIPEFITTER...............$ 47.54 17.11 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0355‐001 07/01/2022
ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC,
NAPA, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,
SISKIYOU, SOLANO, SUTTER, TEHAMA, TRINITY, YOLO, AND YUBA
COUNTIES
Rates Fringes
Underground Utility Worker
/Landscape Fitter...........$ 32.22 17.55
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0442‐003 01/01/2023
AMADOR (South of San Joaquin River) and ALPINE COUNTIES Rates Fringes
PLUMBER..........................$ 50.75 35.14 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ PLUM0447‐001 07/01/2022
AMADOR (north of San Joaquin River), EL DORADO (excluding Lake Tahoe area), NEVADA (excluding Lake Tahoe area); PLACER (excluding Lake Tahoe area), SACRAMENTO AND YOLO COUNTIES Rates Fringes
PLUMBER/PIPEFITTER
Journeyman..................$ 58.37 28.00
Light Commercial Work.......$ 36.23 17.72
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ROOF0081‐006 08/01/2022
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
Roofer...........................$ 50.27 20.66 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ ROOF0081‐007 08/01/2022
ALPINE, BUTTE, COLUSA, EL DORADO, GLENN,LASSEN, MODOC, NEVADA,
PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER,
TEHAMA, TRINITY, YOLO, AND YUBA COUNTIES
Rates Fringes
Roofer...........................$ 43.13 19.71 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SFCA0483‐003 01/01/2023
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SPRINKLER FITTER (Fire
Sprinklers)......................$ 72.59 36.95 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SFCA0669‐003 04/01/2023
ALPINE, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC, NEVADA,
PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER,
TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
SPRINKLER FITTER.................$ 46.46 27.39 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐006 06/29/2020
MARIN, NAPA, SOLANO SONOMA & TRINITY COUNTIES
Rates Fringes
Sheet Metal Worker
Mechanical Contracts
$200,000 or less............$ 55.92 45.29
All other work..............$ 64.06 46.83
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐009 07/01/2021
AMADOR, COLUSA, EL DORADO, NEVADA, PLACER, SACRAMENTO, SUTTER,
YOLO AND YUBA COUNTIES
Rates Fringes
SHEET METAL WORKER...............$ 47.85 41.90 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐010 07/01/2020
AlPINE COUNTY
Rates Fringes
SHEET METAL WORKER...............$ 43.50 37.42 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐011 07/01/2020
BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC, NEVADA, PLACER,
PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER, TEHAMA,
YOLO AND YUBA COUNTIES
Rates Fringes
Sheet Metal Worker (Metal
decking and siding only).........$ 44.45 35.55 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐014 07/01/2020
MARIN, NAPA, SOLANO, SONOMA AND TRINITY COUNTIES
Rates Fringes
SHEET METAL WORKER (Metal
Decking and Siding only).........$ 44.45 35.55 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ SHEE0104‐019 07/01/2020
BUTTE, GLENN, LASSEN, MODOC, PLUMAS, SHASTA, SIERRA, SISKIYOU
AND TEHAMA COUNTIES
Rates Fringes
SHEET METAL WORKER
Mechanical Jobs $200,000 &
under.......................$ 35.16 35.88
Mechanical Jobs over
$200,000....................$ 46.60 40.21
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ TEAM0094‐001 07/01/2022
Rates Fringes
Truck drivers:
GROUP 1.....................$ 36.95 31.14
GROUP 2.....................$ 37.25 31.14
GROUP 3.....................$ 37.55 31.14
GROUP 4.....................$ 37.90 31.14
GROUP 5.....................$ 38.25 31.14
FOOTNOTES:
Articulated dump truck; Bulk cement spreader (with or without auger); Dumpcrete truck; Skid truck (debris box); Dry
pre‐batch concrete mix trucks; Dumpster or similar type; Slurry truck: Use dump truck yardage rate.
Heater planer; Asphalt burner; Scarifier burner; Industrial lift truck (mechanical tailgate); Utility and clean‐up
truck: Use appropriate rate for the power unit or the
equipment utilized.
TRUCK DRIVER CLASSIFICATIONS
GROUP 1: Dump trucks, under 6 yds.; Single unit flat rack (2‐ axle unit); Nipper truck (when flat rack truck is used
appropriate flat rack shall apply); Concrete pump truck (when flat rack truck is used appropriate flat rack shall apply); Concrete pump machine; Fork lift and lift jitneys; Fuel and/or grease truck driver or fuel person; Snow buggy; Steam cleaning; Bus or personhaul driver; Escort or pilot car driver; Pickup truck; Teamster oiler/greaser and/or serviceperson; Hook tender (including loading and
unloading); Team driver; Tool room attendant (refineries) GROUP 2: Dump trucks, 6 yds. and under 8 yds.; Transit
mixers, through 10 yds.; Water trucks, under 7,000 gals.; Jetting trucks, under 7,000 gals.; Single‐unit flat rack (3‐axle unit); Highbed heavy duty transport; Scissor truck; Rubber‐tired muck car (not self‐loaded); Rubber‐tired truck jumbo; Winch truck and ""A"" frame drivers; Combination winch truck with hoist; Road oil truck or bootperson;
Buggymobile; Ross, Hyster and similar straddle carriers; Small rubber‐tired tractor
GROUP 3: Dump trucks, 8 yds. and including 24 yds.; Transit mixers, over 10 yds.; Water trucks, 7,000 gals. and over; Jetting trucks, 7,000 gals. and over; Vacuum trucks under 7500 gals. Trucks towing tilt bed or flat bed pull
trailers; Lowbed heavy duty transport; Heavy duty transport tiller person; Self‐ propelled street sweeper with
self‐contained refuse bin; Boom truck ‐ hydro‐lift or
Swedish type extension or retracting crane; P.B. or similar type self‐loading truck; Tire repairperson; Combination bootperson and road oiler; Dry distribution truck (A
bootperson when employed on such equipment, shall receive the rate specified for the classification of road oil
trucks or bootperson); Ammonia nitrate distributor, driver and mixer; Snow Go and/or plow
GROUP 4: Dump trucks, over 25 yds. and under 65 yds.; Water pulls ‐ DW 10's, 20's, 21's and other similar equipment when pulling Aqua/pak or water tank trailers; Helicopter pilots (when transporting men and materials); Lowbedk Heavy Duty Transport up to including 7 axles; DW10's, 20's, 21's and other similar Cat type, Terra Cobra, LeTourneau Pulls, Tournorocker, Euclid and similar type equipment when
pulling fuel and/or grease tank trailers or other
miscellaneous trailers; Vacuum Trucks 7500 gals and over and truck repairman
GROUP 5: Dump trucks, 65 yds. and over; Holland hauler; Low bed Heavy Duty Transport over 7 axles
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ 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.
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) (ii)).
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198‐005 07/01/2014. PLUM is an abbreviation identifier of the union which 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. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non‐union rates. Example: SULA2012‐007 5/13/2014. SU indicates the rates are survey rates based on a weighted average
calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of 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. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those
classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG‐OH‐0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis‐Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write 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 the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write 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 by 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
4.) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISIO"
V
INSURANCE BROKER
INFORMATION PACKET
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
INSURANCE BROKER INFORMATION PACKET
Project:_______________________________________
NOTICE TO CONTRACTOR:
For your convenience, this package contains the Requirements for Insurance and Bonds for this project, including the necessary City forms. You are required to return these forms in addition to the executed Contract within fifteen (15) calendar days after the award of the Bid, unless otherwise directed by City in writing. (See the Instructions to Bidders.) Please insert the dollar amount of your accepted Bid into the blank on page INS-1 and present this entire package to your insurance broker if you are awarded the Bid. [L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
TABLE OF CONTENTS
Page
Notice to Insurance Broker INS 1
Insurance Requirements INS 2
Public Works Faithful Performance Bond INS 7
Public Works Payment Bond INS 9
INS - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
NOTICE TO INSURANCE BROKER
Your client has been awarded a bid by the City Council of the City of Roseville to perform a public works project known as ___________________________________________.
The Contract Conditions for that project require your client (“the Contractor”) to return certain evidence of insurance and bonds to the City Attorney of the City within fifteen (15) days after the Bid award, unless otherwise directed by the City in writing, or else the Bid award may be terminated and awarded to another company.
This package contains the information you will need as an insurance broker to provide the appropriate insurance and bonds to the City. The insurance coverages the Contractor needs are specified in the section entitled “Insurance Requirements.” Please note that, in addition to the insurance certificate itself, copies of several endorsements must be actually furnished.
Please refer to Special Provisions for modifications of the Standard Construction Specifications, if any, and the requirements of this insurance packet.
Please use the standard City of Roseville Bond Forms provided in this package.
The Bonds required must each be in the penal amount of: $______________________.
Bonds must be sent to the following staff person:
________________________________
________________________________
________________________________
Insurance documents must be provided using one of the following methods:
a. By email to [email protected] and [email protected] b. By fax to (770) 335-5727 and (916) 774-5461
After using one of these methods, please DO NOT send the insurance certificate(s) by mail.
When forwarding the documents, please refer to the project name so that the documents can be matched with the Contract for which they are submitted.
Thank you.
INS - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
INSURANCE REQUIREMENTS
The following sections are quoted from the Standard Construction Specifications:
7-1.06 INSURANCE COVERAGE.
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and INS - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers. b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss.
INS - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if Contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the INS - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance Is ____ OR Is Not ____ Required by Risk Management: The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
INS - 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022]
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
INS - 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage INS - 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
INS - 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
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PUBLIC WORKS
FAITHFUL PERFORMANCE BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”) has awarded a bid and contract to ___________________________________________________________________ as contractor (“PRINCIPAL”) for the public work described as __________________ _________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing its faithful performance; and
NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.
The condition of this obligation is such that if the PRINCIPAL, or its heirs, executors, administrators, successors or assigns, shall abide by, and in all respects promptly and faithfully perform the covenants, conditions and provisions in said AGREEMENT and any alteration thereof made as therein provided, notice of which alterations to Surety being hereby waived, on its part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless CITY, its officers, agents, employees, volunteers as therein stipulated, then this obligation shall be null and void; otherwise, this obligation shall be and remain in full force and effect.
As condition precedent to the satisfactory completion of the contract, the obligation of the PRINCIPAL and SURETY under this Bond shall remain in effect for a period of one (1) year after the completion and acceptance of the WORK. During that time, if the PRINCIPAL, its heirs, executors, administrators, successors or assigns fails to make full, complete and satisfactory repair and replacement or totally protect the CITY from any loss or damage made evident during that year which results from or is caused by either defective materials or faulty workmanship in the prosecution of the WORK, then the obligation shall remain in full force and effect. However, anything in Bond No. __________
Premium $_________
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] this paragraph to the contrary notwithstanding, the obligation of the SURETY shall continue so long as any obligation of the PRINCIPAL remains.
No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
Whenever PRINCIPAL shall be and declared by CITY to be in default under the AGREEMENT, SURETY shall promptly remedy the default, or shall promptly do one of the follow at CITY’s election:
1. Undertake through its agents or independent contractors, reasonably acceptable to CITY, to complete the AGREEMENT in accordance with its terms and conditions and to pay and perform all obligations of PRINCIPAL under the AGREEMENT, including without limitation, all obligations with respect to warranties, guarantees, and the payment of liquidated damages.
2. Reimburse CITY for all costs CITY incurs in completing the AGREEMENT, and in correcting, repairing or replacing defects in materials or workmanship and/or materials and workmanship which do not conform to the specifications in the AGREEMENT.
SURETY’s obligations hereunder are independent of the obligations of any other surety for the performance of the AGREEMENT, and suit may be brought against SURETY and such other sureties, jointly and severally, or against any one or more of them, or against less than all of them without impairing CITY’s rights against the others.
No right of action shall accrue on this bond to or for the use of any person or corporation other than CITY or its successors or assigns.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. [SIGNATURES NEXT PAGE]
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the ____ day of __________________, 20___.
PRINCIPAL: SURETY:
BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:
BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: ________
City Attorney
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PUBLIC WORKS
LABOR AND MATERIALS PAYMENT BOND
(Project: ______________________________________________) WHEREAS, the City of Roseville (“CITY”), has awarded a bid and contract to ______________________________________________________________________ as contractor (“PRINCIPAL”), for the public work described as ____________________ ________________________________________________ (the “WORK”). The contract (“AGREEMENT”), for the public work described above, and all of its terms and conditions are incorporated by reference and made a part hereof; and WHEREAS, the PRINCIPAL is required to furnish a bond in connection with the AGREEMENT guaranteeing payment of persons who provide labor and material; and NOW, THEREFORE, we the undersigned PRINCIPAL and _________________ ____________________________, a _______________________________, admitted and duly authorized to transact business under the laws of the State of California, as SURETY (“SURETY”), are held and firmly bound unto the CITY or its successors and assigns in the sum of ____________________________________________________ dollars ($___________________) (which amount is not less than 100% of the AGREEMENT price) to be paid to the CITY or its successors and assigns; and for which payment, well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors or assigns jointly and severally, firmly by these presents.
The condition of the obligation is such that if the PRINCIPAL, its subcontractors, heirs, executors, administrators, successors or assigns fails to pay any of the persons named in Section 8004 or 9100 of the Civil Code of the State of California, or the amounts due under the Unemployment Insurance Code of the State of California, or any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the PRINCIPAL and its subcontractors pursuant to Section 13020 of the Unemployment Insurance Code, with respect to work or labor performed by any such claimant, that the SURETY will pay for the same, in an amount not exceeding the sum specified in this bond, and also, in case suit is brought upon the bond, shall pay reasonable attorneys’ fees, to be fixed by the Court.
This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file a Stop Payment Notice pursuant to the provisions of Section 9350 et seq. of the Civil Code of the State of California, so as to give a right of action to them or their assigns in any suit brought upon this bond.
Bond No. __________
Premium $_________
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] No prepayment or delay in payments, and no change, extension, addition or alteration of any provision of the AGREEMENT or in the specifications agreed to between the PRINCIPAL and the CITY, or any forbearance on the part of the CITY shall operate to relieve the SURETY. The SURETY hereby waives the provisions of Section 2819 of the California Civil Code. The SURETY waives all rights of subrogation against the CITY or any person employed by the CITY. If the contract price increases by the issuance of change orders, the amount specified in this bond shall increase by the same amount.
As part of the obligation secured hereby and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by CITY in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered.
IN WITNESS WHEREOF, this instrument has been duly executed by the PRINCIPAL and SURETY above-named, on the _____ day of __________________, 20__.
PRINCIPAL: SURETY:
BY:____________________________ BY:__________________________ PRINT NAME: ________________________ PRINT NAME: ______________________ PRINT TITLE: ________________________ PRINT TITLE:_______________________ AND MAILING ADDRESS:
BY: ___________________________ _____________________________ PRINT NAME: ________________________ ___________________________________ PRINT TITLE:_________________________ ___________________________________ (Notarization by Surety and copy of
Power of Attorney required.)
APPROVED AS TO FORM:
BY: ________
City Attorney
VI
CITY OF ROSEVILLE
STANDARD CONSTRUCTION SPECIFICATIONS
SCS – 1
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CITY OF ROSEVILLE
STANDARD CONSTRUCTION SPECIFICATIONS
SCS – 2
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TABLE OF CONTENTS
Page
Adoption of State Specifications SCS 3
Section 1. General SCS 3
Section 2. Bidding SCS 5
Section 3. Contract Award and Execution SCS 9
Section 4. Scope of Work SCS 11
Section 5. Control of Work SCS 11
Section 6. Control of Materials SCS 18
Section 7. Legal Relations and Responsibility SCS 18
Section 8. Prosecution and Progress SCS 32
Section 9. Payment SCS 33
Section 14. Environmental Stewardship SCS 35
SCS – 3
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ADOPTION OF STATE SPECIFICATIONS
1. The State of California Department of Transportation (“Caltrans”) Standard Specifications dated 2015, are hereby adopted as the Standard Specifications of the City of Roseville except insofar as they may be modified by these Standard Construction Specifications.
2. Except for Division 1, Section 2, numbering in these Standard Construction Specifications conforms to that in the Caltrans Standard Specifications. The existence of a section in these Standard Construction Specifications means that the corresponding section of the Standard Specifications is modified in some respect. Unless otherwise specified, the modified Standard Specification provisions are deleted entirely, and the provisions of these Standard Construction Specifications are substituted.
DIVISION 1. GENERAL PROVISIONS
SECTION 1. GENERAL
ACCEPTANCE. Shall mean the formal Acceptance by resolution of the Roseville City Council of an entire Contract which has been completed in all respects in accordance with the Plans and specifications and any modifications thereof previously approved, causing a notice of completion to be filed with the County Recorder.
ATTORNEY GENERAL. The City Attorney of the City of Roseville.
CITY ATTORNEY. The City Attorney of the City of Roseville.
CITY CLERK. Shall mean the City Clerk of the City of Roseville.
SCS – 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] DEPARTMENT. Shall mean the Department of Public Works of the City of Roseville, also referred to as the Department of Contract Administration. References made to the Department of Transportation otherwise shall mean the State of California Department of Transportation.
DIRECTOR. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.
ENGINEER. Shall mean the Public Works Director of the City of Roseville or his or her duly authorized representative.
ESTIMATED COST. The estimate prepared by the Public Works Director of quantities of work to be performed.
LIQUIDATED DAMAGE. The amount to be deducted from payments due or to become due to the Contractor for delay, as set forth in the Special Provisions.
PLANS. The official Project Plans, Standard Plans, Improvement Plans, Construction Standards, profiles, typical cross sections, general cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Director which show the location, character, dimensions and details of the work to be performed. All such documents are to be considered as a part of the Plans whether or not reproduced in the Special Provisions.
In the above definition, the following terms are defined as follows:
a. Standard Plans - The Standard Plans of the Department of Transportation of the State of California.
b. Project Plans - The Project Plans are specific details and dimension peculiar to the Work and supplemented by the Standard Plans, insofar as the same may apply.
SCS – 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] c. Construction Standards - The City of Roseville Design and Construction Standards.
STATE. Reference to the State or State of California shall mean City or City of Roseville unless the reference is to a law or regulation of the State, and reference to Sacramento shall mean Roseville unless otherwise noted.
SECTION 2. BIDDING
SECTION 2 SHALL BE DELETED IN ITS ENTIRETY AND REPLACED WITH THE FOLLOWING:
2-1.01 PROPOSAL FORMS. The Department will furnish to each Bidder a standard proposal form, which, when filled out and executed shall be submitted as its bid. Bids not presented on forms so furnished will be disregarded.
The proposal form is bound in a book together with the Notice to Contractors, special provisions, and Contract. The proposal shall set forth for each item of work, in clearly legible figures and words, an item price and a total for the item in the respective spaces provided, and shall be signed by the Bidder, who shall fill out all blanks in the proposal form as required therein.
All items shown on the schedule of bid items shall be properly filled in and shall include all costs of labor, materials, equipment, and State, Federal, or other taxes applicable to the transaction. The completed forms shall be without inter-lineations, erasures or alterations of any nature. If the proposal is made by an individual, his or her name and post office address must be shown; if made by a firm or partnership, the name and post office address of each member of the SCS – 6
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] firm or partnership must be shown; or if made by a corporation, the proposal shall show the name of the State under the laws of which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer of said corporation. If the proposal is signed by an agent, a “Power of Attorney” must be filed with the proposal.
The proposal shall be submitted as directed in the “Notice to Contractors” under sealed cover plainly marked as a proposal, and identifying the project to which the proposal relates and the time and date of the bid opening therefor. Proposals which are not properly marked may be disregarded. Proposal forms shall be obtained from the Director of Public Works, City of Roseville, California. Proposal forms are not transferable. 2-1.02 REJECTION OF PROPOSALS AND DISQUALIFICATION OF
BIDDERS. Proposals may be rejected if they show any alterations of the forms, additions not called for, conditional bids, incomplete bids, erasures or irregularities of any kind. More than one proposal from an individual, firm, partnership, corporation or association under the same or different names, will not be considered. Reasonable grounds for believing that any Bidder is interested in more than one (1) proposal for the work contemplated, will cause the rejection of all proposals in which the Bidder is interested. The City reserves the right to reject any and all proposals.
2-1.03 PROPOSAL GUARANTY. All bids shall be presented under sealed cover and accompanied by one (1) of the following forms of Bidder's security. a. Cash, a cashier's check, a certified check, or a Bidder's bond executed by an admitted California surety insurer, made payable to the City.
SCS – 7
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The security shall be in an amount equal to at least ten percent (10%) of the bid amount. A bid will not be considered unless one (1) of the forms of Bidder's security is enclosed with it.
c. A Bidder's bond will not be accepted unless it conforms to a bond form approved by the City Attorney. Upon request “Bidder's Bond” forms may be obtained from the Department.
2-1.04 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to the time fixed in the public notice for the deadline submission of bids only by written request for the withdrawal of the bid filed with the Director. The request shall be executed by the Bidder or his or her duly authorized representative. The withdrawal of a bid does not prejudice the right of the Bidder to file a new bid. Whether or not bids are opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after the deadline for submission of bids nor may any bid be withdrawn after the time fixed in the public notice for deadline for submission of bids. Immediately following the deadline for submission of bids all bids shall become the property of the City of Roseville and City is under no obligation to return the bids.
2-1.05 RELIEF OF BIDDERS. If the Bidder claims a mistake was made in his or her bid, the Bidder shall give the Department written notice within five (5) calendar days after the opening of the bids of the alleged mistake, specifying in the notice in detail how the mistake occurred. No relief from a claimed mistaken bid shall be granted unless such mistake clearly appears on the face of the bid submitted to the City. Claimed mistakes on backup worksheets, spreadsheets, computerized bidding programs, or any other similar calculative bidding mistake which is not apparent on the face of the bid shall not under any circumstance be considered as a SCS – 8
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] basis for relief. The burden of proving the occurrence of a mistake entitling a Bidder to relief from its bid rests entirely on the Bidder. Relief from bids shall be in the City’s sole discretion. 2-1.06 PREVIOUS DISQUALIFICATION, REMOVAL OR OTHER
PREVENTION OF BIDDING. A bid may be rejected on the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a proprietary interest in such Bidder, having been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State, or local project because of a violation of law or a safety regulation. 2-1.07 COMPETENCY OF BIDDERS. If two (2) or more prospective Bidders desire to bid jointly as a joint venture on a single project, they must file an affidavit of joint venture with the Bid on a form approved by the City Attorney, and such affidavit of joint venture will be valid only for the specific project for which it is filed. If such affidavit of joint venture is not filed as aforesaid and approved by the City Attorney prior to the time for awarding bids on the specific project for which it is submitted, a joint bid submitted by said Bidders will be disregarded. No bid will be accepted from or a Contract awarded to any Bidder to whom a proposal form has not been issued pursuant to Section 2-1.06. 2-1.08 GUARANTY AND WARRANTY. The Contractor shall guarantee and warrant all materials supplied as being fit for the purpose intended. The Contractor shall guarantee and warrant all work performed as having been accomplished in a proper and workman-like manner. The guarantee and warranty required by this section shall continue for a period of one (1) year after Acceptance of the Work.
Should any failure of the work occur within a period of one (1) year, after Acceptance of the project by the City Council due to faulty materials, poor workmanship, or defective equipment, the Contractor shall promptly make the needed repairs at his or her expense.
SCS – 9
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] The City is hereby authorized to make such repairs if the Contractor fails to make or undertake with due diligence the aforesaid repairs within ten (10) calendar days after being given written notice of such failure; provided, however, that in case of emergency where in the opinion of the Engineer, providing a reasonable attempt has been made to notify the Contractor, delay would cause serious loss or damages, or a serious hazard to the public, the repairs may be made or lights, signs, and barricades erected without prior notice to the Contractor, and the Contractor shall pay the entire cost thereof. At the completion of the work the faithful performance bond may be reduced at the discretion of the City Council to not less than ten percent (10%) of the Contract price to cover said guarantee.
Additional guarantees or warranties may be required by the Special Provisions.
SECTION 3. CONTRACT AWARD AND EXECUTION
3-1.04 CONTRACT AWARD. The right is reserved to reject any and all proposals. The award of the Contract, if it be awarded, will be to the lowest responsible Bidder whose proposal complies with all the requirements prescribed. Such award, if made, will be made within sixty (60) calendar days after the public opening of the proposals. If the lowest responsible Bidder refuses or fails to execute the Contract, the Roseville City Council may award the Contract to the second lowest responsible Bidder. Such award, if made, will be made within eighty-two (82) calendar days after the public opening of proposals. If the second lowest responsible Bidder refuses or fails to execute the Contract, the City may award the Contract to the third lowest responsible Bidder. Such award, if made, will be made within one hundred and four (104) calendar days after public opening of the proposals. The above time periods within SCS – 10
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] which the award of Contract may be made are subject to extension for such further period as may be agreed upon in writing between the City and the Bidder concerned.
All bids will be compared on the basis of the Director's estimate of the quantities of work to be done.
3-1.05 CONTRACT BONDS. The successful Bidder, simultaneously with the execution of the Contract, will be required to furnish a payment bond in an amount equal to one hundred percent (100%) of the Contract price, and a faithful performance bond in an amount equal to one hundred percent (100%) of the Contract price; said bonds shall be in a form approved by the City Attorney and shall be secured by a surety company satisfactory to the City Attorney. If the Contract price increases by the issuance of Change Orders, the penal amounts of the bonds required shall increase accordingly.
Furthermore, the successful Bidder shall furnish a certificate from the County Clerk as required by California Civil Code of Procedure Section 995.660(a)(3). 3-1.18 CONTRACT EXECUTION. The Contract, in form and contents satisfactory to the City, shall be executed by the successful Bidder and returned, together with the Contract bonds and certificates of insurance within fifteen (15) calendar days after written notice that the Contract has been awarded, or as otherwise directed, in writing, by the City.
No proposal shall be considered binding upon the City until the execution of the Contract by the City.
3-1.20 FAILURE TO EXECUTE CONTRACT. Section 3-1.20, “Failure to Execute Contract” is added as follows:
“Failure of the lowest responsible Bidder, the second lowest responsible Bidder, or the third lowest responsible Bidder to execute the Contract and file acceptable bonds SCS – 11
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] and insurance as provided herein within fifteen (15) calendar days, or within a different timeframe specified by City in writing, after such Bidder has received notice that the Contract has been awarded to him or her, shall be just cause for the annulment of the award and the forfeiture of the Bidder’s security to the City as Liquidated Damages. The successful Bidder may file with the Roseville City Council a written notice, signed by the Bidder or his or her authorized representative, specifying that the Bidder will refuse to execute the Contract if presented to him or her. The filing of such notice shall have the same force and effect as the failure of the Bidder to execute the Contract and furnish acceptable bonds and insurance within the time prescribed by Section 3-1.18.” SECTION 4. SCOPE OF WORK
There are no amendments to the Standard Specifications.
SECTION 5. CONTROL OF WORK
5-1.02 CONTRACT COMPONENTS. These Standard Construction Specifications, the Standard Specifications, the Standard Plans, the Improvement Plans, Construction Standards, Project Plans, project Special Provisions (and any addenda), the Agreement, Contract Change Orders, and all supplementary documents are all essential parts of the Contract between Contractor and the City. A requirement occurring in one (1) is as binding SCS – 12
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] as though occurring in all. They are intended to be complementary, and to describe and provide for a complete work.
In resolving inconsistencies among two (2) or more sections of the Contract Documents, precedence shall be given in the following order:
A. Special Provisions
B. City of Roseville Standard Construction Specifications C. City of Roseville Design and Construction Standards
D. State Standard Specifications and Amendments to the State Standard Specifications, Standard Special Provisions, and Plans
E. Drawings
Should it appear that the work to be done or any of the matters relative thereto are not sufficiently detailed or explained in these specifications, the special provisions, or the Plans, the Contractor shall apply in writing to the Director for such further explanations as may be necessary and shall conform to them as part of the Contract. In the event of any doubt or question arising respecting the true meaning of these specifications, the special provisions or the Plans, reference shall be made to the Director, whose decision thereon shall be final.
In the event of any discrepancy, between any drawing and the figures written thereon, the figures shall be taken as correct. Detail drawings shall prevail over general drawings. 5-1.20B(5) CITY OF ROSEVILLE ENCROACHMENT PERMITS. Section 5-
1.20B(5), “City of Roseville Encroachment Permits” is added as follows:
“The Contractor need not obtain a separate encroachment permit from the City prior to construction within street rights-of-way or other City rights-of-way. Execution of the Contract by the City shall be deemed an encroachment permit for work required by SCS – 13
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] the Contract within rights-of-way. All work shall conform to the rules and regulations of encroachment permits and shall be subject to the inspection and approval of the Director.”
5-1.20B(6) CITY OF ROSEVILLE BUSINESS LICENSE. Section 5-1.20B(6), “City of Roseville Business License” is added as follows:
“The Contractor shall obtain a business license from the City prior to commencing work.”
5-1.20B(7) OTHER PERMITS. Section 5-1.20B(7), “Other Permits” is added as follows:
“The Contractor in coordination with the Director shall procure any necessary permits which the City has not specifically mentioned as obtaining.” 5-1.31 JOB SITE APPEARANCE. The Contractor shall maintain a neat appearance to the work. In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and grubbing shall be disposed of concurrently with its removal. If stockpiling is necessary, the material shall be removed or disposed of weekly.
The Contractor shall furnish trash bins for all debris from structure construction. All debris shall be placed in trash bins daily. Forms or falsework that are to be reused shall be stacked neatly concurrently with their removal. Forms and falsework that are not to be reused shall be disposed of concurrently with their removal.
Full compensation for conforming to the provisions in this section, not otherwise provided for, shall be considered as included in price paid for the various Contract items of work involved, and no additional compensation will be allowed therefore.
SCS – 14
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] 5-1.38 MAINTENANCE AND PROTECTION RELIEF. Section 5-1.38 is deleted.
5-1.43 POTENTIAL CLAIMS AND DISPUTE RESOLUTION. Section 5-
1.43 is deleted in its entirety and replaced with the following:
5-1.43A NOTICE OF POTENTIAL CLAIM. The Contractor shall not be entitled to payment for any additional compensation for any act or failure to act by the City, including failure or refusal to issue a Change Order, or for the happening of any event, thing, occurrence or other cause unless he or she shall have given the City due written Notice of Potential Claim as hereinafter specified.
The written Notice of Potential Claim shall set forth the reasons for which the Contractor believes additional compensation will or may be due, the nature of the costs involved, and, insofar as possible, the amount of the potential claim. The said Notice as above required must have been given to the Director prior to the time that the Contractor shall have performed the Work giving rise to the potential claim for additional compensation, if based on an act or failure to act by the Director, or in all other cases within three (3) Days after the happening of the event, thing, occurrence or other cause giving rise to the potential claim.
If the Notice of Potential Claim does not include complete information about the claim or the parties do not execute a Contract Change Order in connection with the Notice of Potential Claim, Contractor shall submit a complete information about its claim for additional compensation and/or extension of time for performance within fifteen (15) calendar days after such work is performed. Failure to provide written notice of claim prior to undertaking such work or failure to timely submit a complete and specific information about the claim for SCS – 15
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] additional compensation and/or extension of the time for performance shall be deemed a waiver and abandonment of such claim.
If there is a dispute over any claim, the Contractor shall continue to work during the dispute resolution process in a diligent and timely manner as directed by the City, and shall be governed by all applicable provision of the Agreement.
The Contractor shall maintain cost records of all work that is the basis of any dispute. On a daily basis, Contractor shall submit to City completed daily forms, the format of which will be acceptable to the City, with respect to the Contractor’s costs of performing the disputed work.
These daily forms shall itemize all of Contractor’s costs in performing the disputed work, including, but not limited to, all costs relating to materials, labor and equipment with respect to the disputed work. These daily forms shall provide names or identification and classification of affected workers, the hourly rate of pay and hours worked, and also the size, type, and identification number of equipment and hours operated. Said daily work forms shall be duly signed and verified by the Contractor or its authorized representative. The City’s receipt of the Contractors’ daily forms shall not constitute an approval of the Contractor’s claim. Contractor’s failure to submit the daily forms on a daily basis shall constitute a waiver of the Contractor’s right to claim any additional compensation for the disputed work.
Each Contractor claim shall include full and complete information concerning the Claim.
Contractor shall provide a clear, concise recital of the basis, upon which the claim is asserted, including a designation of the provisions of the Contract Documents upon which the claim is based. Contractor shall also include a statement as to the amount of time and/or compensation sought pursuant to the claim; if Contractor’s claim arises from an ongoing occurrence, Contractor shall so state in its claim, including a description of the specific Work activities SCS – 16
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] affected by the claim. All costs, expenses or damages and extensions of time claimed shall be described in reasonable detail under the circumstances together with complete supporting documentation.
The City will review any timely Notice of Potential Claim and supporting information submitted by Contractor. In conducting this review, the City shall have the right to require the Contractor to submit such additional or supporting documents, data and other information as the City may require.
If an agreement can be reached which resolves the Contractor’s claim, the parties will execute a Contract Change Order to document the resolution of the claim. If the parties cannot reach agreement with respect to the Contractor’s claim, the Contractor shall still be obligated to comply with the claim identification provisions identified in these Standard Construction Specifications, including but not limited to Section 5-1.43B.
It is the intention of this Section 5-1.43A that differences between the parties arising under and by virtue of the Contract be brought to the attention of the Director at the earliest possible time in order that such matters may be settled, if possible, or other appropriate action promptly taken. The Contractor hereby agrees that he or she shall have no right to additional compensation for any Claim that may be based on any such act, failure to act, event, thing or occurrence for which no timely written Notice of Potential Claim as herein required was filed. 5-1.43B CLAIMS. Contractor must submit all Claims, for which it has previously submitted a Notice of Potential Claim, prior to Acceptance of the Work. Each such Claim must be sent to the City by registered mail or certified mail with return receipt requested and must contain reasonable documentation to support the Claim.
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[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Upon receipt of a Claim, the City shall conduct a reasonable review of the Claim and, within a period not to exceed forty-five (45) calendar days, or such further time as mutually agreed upon or necessary pursuant to Public Contract Code Section 9204, the City shall provide the Contractor a written statement identifying what portion of the Claim is disputed and what portion is undisputed. If the City does not respond to a Claim from the Contractor within the time specified herein, such Claim shall be deemed rejected in its entirety.
Any payment due on an undisputed portion of the Claim shall be processed and made within sixty (60) calendar days after the City issues its written statement.
If the Contractor disputes the City’s written response, or if the City does not respond within the time specified herein, the Contractor may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the City shall schedule a meet and confer conference within thirty (30) calendar days for settlement of the dispute.
Within ten (10) business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the City shall provide the Contractor a written statement identifying the portion of the Claims that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claims shall be processed and made within sixty (60) calendar days after the public entity issues its written statement. Any disputed portion of the Claim, as identified by the Contractor in writing, shall be submitted to nonbinding mediation, with the City and the Contractor sharing the associated costs equally. The City and the Contractor shall mutually agree to a mediator within ten (10) business days after the disputed portion of the Claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a SCS – 18
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] qualified neutral third party to mediate with regard to the disputed portion of the Claim. Each party shall be responsible for the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be resolved in accordance with Section 9-1.22. 5-1.46 FINAL INSPECTION AND CONTRACT ACCEPTANCE. When the Director has made the final inspection and determines that the Contract work has been completed in all respects in accordance with the Plans and specifications, the Director will recommend that the Roseville City Council formally accept the work, and immediately upon and after such Acceptance by the City, the Contractor will be responsible for the work done for a period of one (1) year.
SECTION 6. CONTROL OF MATERIALS
6-1.03 LOCAL MATERIALS. Local material sites used by the Contractor shall be graded so that, at the time of final inspection of the Contract, they will drain and will blend in with the surrounding terrain.
SECTION 7. LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC 7-1.02K(2) WAGES. The provisions of paragraphs 1and 2 of Section 7-1.02K(2) of the Standard Specifications are amended to read as follows:
“Pursuant to the provisions of California Labor Code Section 1773, the City has identified the source, stated below, of the general prevailing rate of wages applicable to the SCS – 19
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] work to be done, for straight time, overtime, Saturday, Sunday and holiday work. The holiday wage rate listed shall be applicable to all holidays recognized in the collective bargaining agreement of the particular craft, classification or type of workmen concerned.
The wage rates may be obtained from the State Department of Industrial Relations and/or the following website address: http://www.dir.ca.gov/dlsr/DPreWageDetermination.htm, and are incorporated herein as part of the Contract.
Pursuant to California Labor Code Section 1773.2, general prevailing wage rates shall be posted by the Contractor at a prominent place at the site of the work.” 7-1.02K(6)(b) EXCAVATION SAFETY. For trenches or excavation five feet (5') or deeper, the Contractor shall obtain from the Division of Industrial Safety, a permit authorizing such construction.
7-1.02O VEHICLE CODE. Pursuant to the authority contained in Vehicle Code Section 591, the Department has determined that, within such areas as are within the limits of the project and are open to public traffic, the Contractor shall comply with all the requirements set forth in Vehicle Code Divisions 11, 12, 13, 14, and 15. Attention is directed to the statement in Section 591 that this section shall not relieve the Contractor nor any person from the duty of exercising due care. The Contractor shall take all necessary precautions for safe operation of equipment and the protection of the public from injury and damage from such equipment. 7-1.03 PUBLIC CONVENIENCE. Section 7-1.03 of the Standard Specifications is amended in part as follows:
1. Delete paragraph 10 (“Install signs, lights, flares . . .”) and substitute the following:
SCS – 20
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] “In order to expedite the passage of public traffic through or around the work, the Contractor shall install signs, lights, flares, temporary railing (type K), barricades, and other facilities for the sole convenience and direction of public traffic as may be required.
Also, as may be required, the Contractor shall furnish competent flaggers whose sole duties shall consist of directing the movement of public traffic through or around the work. The cost of furnishing and installing such signs, lights, flares, temporary railing (type K), barricades, flaggers, and other facilities shall be included in the lump sum paid for traffic control and no additional compensation will be allowed therefor.
In addition to the requirements previously specified for furnishing facilities and flaggers to expedite the safe passage of the public through or around the work, the Contractor shall at his or her expense furnish and erect within or adjacent to the work such warning, regulatory, or guide signs, markers, or devices as are necessary.”
2. Add a paragraph at the end of the section to read as follows:
“In addition to the requirements hereinbefore specified for furnishing facilities and flaggers for expediting the passage of public traffic through or around the work, the Contractor shall furnish and erect, within or adjacent to the limits of the Contract, such warning, regulatory, and guide signs as may be required. The Contractor shall furnish, install and remove all such signs. Payment for furnishing, installing and removing all such signs shall be included in the lump sum price paid for traffic control and no additional compensation will be allowed therefor.”
7-1.04 PUBLIC SAFETY. It is the intent of the parties that the City is not an exposing, creating, controlling, or correcting employer under California Labor Code Section 6400. In accordance with generally accepted construction practices and State law, the Contractor SCS – 21
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] shall have the authority and be solely and completely responsible for conditions on the job site, including safety of all persons and property during performance of the Work. Moreover, the Contractor shall be the controlling employer and has the authority and responsibility to enforce worksite safety. The Contractor shall be responsible for conducting daily safety inspections and assuring all hazards and violations are abated. The Contractor is responsible for assuring that all subcontractors adhere to the minimum CAL/OSHA safety requirements and that each subcontractor has an effective CAL/OSHA IIP (Illness and Injury Protection Program) in place that specifically addresses all potential exposures, such as, but not limited to, fall protection, confined space, and trenching/shoring. These requirements shall apply continuously and not be limited to normal working hours. The Contractor shall be responsible for any delay costs or damages in the event the progress of Work is slowed or stopped due to a safety violation.
The services of the Director in conducting construction review of the Contractor's performance is not intended to include review of the adequacy of the Contractor's Work methods, equipment, bracing or scaffolding, or safety measures, in, on, or near the construction site. If a City employee observes a safety violation, the City employee will report the violation to the Contractor who is then responsible for assuring the violation is abated.
The Contractor is hereby informed that Work on this project could be hazardous. The Contractor shall carefully instruct all personnel working in potentially hazardous Work areas as to potential dangers and shall provide such necessary safety equipment and instructions as are necessary to prevent injury to personnel and damage to property. Special care shall be exercised relative to Work underground.
All Work and materials shall be in strict accordance with all applicable State, City, County, and Federal Rules, Regulations, and Codes, and attention is drawn to the requirements SCS – 22
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] of CAL/OSHA. The Contractor shall be solely responsible for compliance with all City, County and State blasting requirements and for any damages caused by his or her operations.
In accordance with California Labor Code Section 6705, the Contractor shall submit to the City specific plans to show details of provisions for worker protection from caving ground.
This in no way relieves the Contractor from the requirement of maintaining safety in all operations performed by the Contractor or the Contractor's subcontractors. The detailed plan showing design of shoring, bracing, sloping or other provisions shall be prepared by a registered civil or structural engineer in the State of California as required. Acceptance by the City or its designated agent only constitutes acknowledgment of the submission and does not constitute review or approval of the designs, design assumptions or criteria, completeness of submissions, applicability to areas of intended use, nor implementation of the plans, which are solely the responsibility of the Contractor and his or her registered engineer.
Notwithstanding any classifications relative to the Tunnel Safety Orders, Work within confined spaces on this project is subject to the definitions and applicable provisions of California Code of Regulations Section 8400 et seq., Title 8.
The Contractor shall so perform its Work as not to expose personnel to, or to discharge into the atmosphere from any source whatever, smoke, dust, asbestos, toxic chemicals or other air contaminants in violation of the laws, rules, and regulations of the governmental entities having jurisdiction. Contractors or subcontractors removing one hundred or more square feet (100') of asbestos must be “Certified” in accordance with State law. All Work involving exposure to asbestos and all other hazardous materials shall be performed with protection of personnel in compliance with all applicable regulations and safety requirements.
SCS – 23
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Nothing in these Standard Construction Specifications is to be construed to permit Work not conforming to governing codes. When Contract Documents differ from governing codes, the Contractor shall furnish and install the higher standards called for without extra charge. All equipment furnished shall be grounded and provided with guards and protection as required by safety codes. Where vapor tight or explosion proof electrical installation is required by code, this shall be provided. In accordance with the provisions of Labor Code Section 6707, the Contractor shall provide adequate sheeting, shoring and bracing for employee protection, as provided in the proposal as separate Bid Items.
7-1.05 INDEMNIFICATION. The City of Roseville and its officers, agents, employees, and volunteers, including but not limited to the Director, shall not be answerable or accountable in any manner: for any loss or damage that may happen to the work or any part thereof; for any loss or damage to any of the materials or any things used or employed in performing the work; for injury to or death of any person, either workers or the public; or for damage to property from any cause which might have been prevented by the Contractor, his or her workers, or anyone employed by the Contractor or his or her subcontractors.
The Contractor shall be responsible for any liability imposed by law and for injuries to, or death of, any person including, but not limited to, workers and the public, or damage to property resulting from defects or obstructions, or from any cause whatsoever during the progress of the work or at any time before its completion and final Acceptance.
To the fullest extent allowed by law, the Contractor shall defend (through counsel acceptable to the City), indemnify, and save harmless the City of Roseville and its officers, agents, employees, and volunteers from all claims, suits, or actions of every name, kind, and description, brought forth, or on account of, injuries to or death of any person including, but not SCS – 24
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] limited to, workers and the public, or damage to property resulting from the performance of the Contract, except as otherwise provided by statute.
The duty of the Contractor to defend, indemnify, and save harmless includes, but is not limited to, the duties to defend as set forth in Civil Code Section 2778. The Contractor waives any and all rights to any type of express or implied indemnity against the City, its officers, agents, employees, or volunteers.
It is the intent of the parties that the Contractor will defend, indemnify, and hold harmless the City of Roseville, its officers, agents, employees, and volunteers from any and all claims, suits, or actions as set forth above regardless of existence or degree of fault or negligence, on the part of the City, the Contractor, the subcontractor or employee of any of these; except the duty does not apply where the injury or damage is due to the sole or active negligence or willful misconduct of the City.
The Contractor’s responsibility for such defense and indemnity obligations shall survive the termination or completion of this Contract for the full period of time allowed by law. The defense and indemnity obligations of this Contract are undertaken in addition to, and shall not in any way be limited by, the insurance obligations contained in this Contract. The parties intend that the defense and indemnity obligations in this Contract shall be broadly construed.
In addition to any remedy authorized by law, so much of the money due the Contractor under and by virtue of the Contract as shall be considered necessary by the City may be retained by the City until disposition has been made of such suits or claims for damages.
The retention of money due the Contractor shall be subject to the following:
A. The City will give the Contractor thirty (30) calendar days’ notice of its intention to retain funds from any partial payment which may become due to the Contractor prior SCS – 25
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] to Acceptance of the Contract. Retention of funds from any payment made after Acceptance of the Contract may be made without such prior notice to the Contractor.
B. No retention of additional amounts out of partial payments will be made if the amount to be retained does not exceed the amount being withheld from partial payments pursuant to Section 9-1.16F, “Retentions,” of the Standard Construction Specifications.
C. If the City had retained funds and it is subsequently determined that the City is not entitled to be indemnified and saved harmless by the Contractor in connection with the matter for which such retention was made, the City shall be liable for interest on the amount retained at the legal rate of interest for the period of such retention. 7-1.06 INSURANCE COVERAGE. Section 7-1.06 Insurance in the Standard Specifications shall be deleted in its entirety and replaced with the following:
A. Evidence of Maintenance Required. The Contractor shall, at its expense, procure and at all times maintain in full force and effect at a minimum the insurance required by this section on all of its operations; and the Contractor shall not allow any Subcontractor to commence work until similar insurance required of the Subcontractor has been obtained and filed. An original Certificate of Insurance, and copies of all required endorsements, all in a form approved by the Risk Manager, evidencing all required coverage or policies shall be filed after the award of the bid and prior to approval of the Contract by the City Council. Contractor shall provide ten (10) days prior written notice to the City of any reduction of coverage limits or cancellation of the coverage or policies shall be given to the City of Roseville as Certificate holder.
B. Qualifying Insurers. With the exception of the State Compensation Insurance Fund, all required insurance policies shall be issued by companies acceptable to the SCS – 26
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] City and licensed to do business in the State of California and who hold a current policy holders alphabetic and financial size category rating of not less than AVII according to the most recent issue of Best's Insurance Reports.
C. Insurance Required.
1. Commercial General Liability (CGL): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products and completed operations with limits of no less than Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage for projects under One Million Dollars ($1,000,000) and limits of no less than Five Million Dollars ($5,000,000) per occurrence for bodily injury, personal injury and property damage for projects over One Million Dollars ($1,000,000). If a general aggregate limit applies, either the aggregate limit shall apply separately to this project or the general aggregate limit shall be twice the required occurrence limit.
The Commercial General Liability insurance shall include the following, copies of which shall be provided:
a. Inclusion of the City of Roseville, and its officers, agents, employees, and volunteers, as additional insureds (except for workers’ compensation) as respects services or operations under the Contract. The additional insured endorsement for the general liability policy shall be at least as broad as the ISO CG 2010 10 01 combined with ISO CGL Endorsement CG 2037 10 01. Any other endorsement must be approved in writing by the City.
Endorsements must include coverage for on-going and completed operations, which coverage shall be maintained for four (4) years following completion of the Project. Endorsements shall cover the City of Roseville, its officers, agents, employees, and volunteers.
SCS – 27
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] b. The insurance shall provide coverage for claims by one insured against another insured and the policies shall not contain any cross-suits exclusions, crossliability exclusions, or insured versus insured exclusions. The policies shall not contain any classification exclusions purporting to deny coverage for any work to be performed by Contractor or any of its Subcontractors.
c. Stipulation that the insurance is primary and noncontributory, as evidenced by a separate endorsement (CG 20 01 04 13 or an equivalent) or section of the policy, and that neither the City nor its insurers will be called upon to contribute to a loss. d. Such insurance shall specifically cover the contractual liability of the Contractor.
e. Any available insurance proceeds in excess of the specified minimum insurance coverage requirements and limits shall be available to the additional insureds. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the full coverage and maximum limits of any insurance proceeds available to the named insureds, whichever is greater. f. Waiver of subrogation endorsement.
g. The Contractor shall furnish a certificate for the period covered.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), or if contractor has no owned autos, Code 8 (hired) and Code 9 (non-owned), with limits of no less than One Million Dollars ($1,000,000) per accident for bodily injury and property damage.
3. Workers' Compensation: In accordance with the provisions of the California Labor Code, Contractor is required to be insured against liability for Workers' SCS – 28
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Compensation or to undertake self-insurance. Statutory Workers' Compensation and Employers' Liability of at least One Million Dollars ($1,000,000) shall cover all Contractors staff while performing any work incidental to the performance or this Agreement.
4. Professional Liability: Professional Liability (Errors and Omission) Insurance appropriate to Contractor’s profession, with a limit of liability not less than One Million Dollars ($1,000,000) per occurrence or claim and Two Million Dollars ($2,000,000) aggregate to cover all design and engineering services rendered by Contractor pursuant to the Agreement. Coverage must commence from the first day that Contractor or any of its Subcontractors provided any design or engineering services in connection with the Project.
5. Builder’s Risk/Course of Construction Insurance (If Required by Risk Management): The Contractor shall be responsible for all loss, damage or destruction whatsoever to the work called for by this Contract until the approval of a Notice of Completion or acceptance of the Work if no Notice of Completion is to be recorded.
The Contractor shall secure “All Risk” type of builder's Risk Insurance of the type covering one hundred percent (100%) of the value of the work performed under this Contract (the value is presumed to be the Contract amount unless otherwise stated in Supplemental Conditions) and all materials, equipment, or other items to be incorporated therein while the same are located at the construction site, a bonded warehouse, or its place of manufacture. At any time, the policy shall cover the value of the work completed. The policy shall cover hazards including the losses due to fire, explosion, hail, rain, lightning, flood (separate insurance as needed), vandalism, malicious mischief, wind, collapse, aircraft, and smoke.
The policies providing such insurance shall name the City as a loss payee as its respective interests may appear, and certified copies of such policies shall be filed with the City. The SCS – 29
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] maximum deductible allowable under the Builder's All Risk policy shall be five percent (5%) of the Contract amount.
Builder's Risk Insurance is not required for coverage of losses in excess of five percent (5%) of the Contract amount for damages resulting from earthquake in excess of a magnitude of
3.5 on the Richter scale, or tidal waves. Coverage in the amount of five percent (5%) of the Contract amount for such losses is required.
6. Pollution Coverage: Contractor shall procure pollution liability coverage or other insurance covering claims for bodily injury or property damage arising out of the abatement, removal, storage, transportation, or other exposure to hazardous materials or pollutants, in limits not less than Two Million Dollars ($2,000,000). Contractor shall add the City and all parties required to be indemnified by Contractor as additional insured on all pollution liability policies.
7. Higher Coverage Limits: If Contractor maintains higher coverage limits than the amounts shown above, then the City requires and shall be entitled to coverage for the higher coverage limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City.
8. Claims Made Coverage: Liability insurance coverage may not be written on a “claims made” or modified occurrence basis. The Certificate of Insurance must clearly provide that the coverage is on an “occurrence” basis.
7-1.06A OTHER INSURANCE PROVISIONS.
A. The requirements of the Standard Specifications as to types and limits of insurance coverage to be maintained by the Contractor, and any approval of insurance by the City, are not intended to, and shall not in any manner limit or qualify the liabilities and SCS – 30
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] obligations otherwise assumed by the Contractor pursuant to the Contract, including, but not limited to, the provisions concerning indemnification, nor preclude the City from taking any other action available to it under any other provision of the Contract or law.
B. The City acknowledges that some insurance requirements contained in these Standard Specifications may be fulfilled by self-insurance on the part of the Contractor.
However, this shall not in any way limit liabilities assumed by Contractor under the Contract.
Any self-insurance must be approved in writing by the City, in its sole discretion and shall not reduce the limits of liability. Any deductibles or self-insured retentions (“SIR”) must be declared on the certificate of insurance and approved by City in writing. Policies containing any SIR provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City. City reserves the right to obtain a full certified copy of any insurance policy and endorsements. The failure to exercise this right shall not constitute a waiver of such right.
C. The Contractor agrees to include in its contracts with all subcontractors the same requirements and provisions of this Contract, including the indemnity and insurance requirements, to the extent they apply to the scope of the subcontractor’s work. Furthermore, the Contractor shall require its subcontractors to agree to be bound to the Contractor and the City in the same manner and to the same extent as the Contractor is bound to the City under this Contract. Additionally, the Contractor shall obligate its subcontractors to comply with these same provisions with respect to any tertiary subcontractor, regardless of tier. A copy of the City’s indemnity and insurance provisions will be furnished to the subcontractor or tertiary subcontractor upon request. Alternatively, the Contractor may insure subcontractor(s) under its own policy.
SCS – 31
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] D. The City, its officers, agents, employees, and volunteers are to be covered as insureds with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the Contractor; and with respect to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts or equipment furnished in connection with such work or operations. Coverage shall not extend to any indemnity coverage for the active negligence of the additional insured in any case where an agreement to indemnify the additional insured would be invalid under California Insurance Code Section 11580.04.
E. The limits of insurance required in this Contract may be satisfied by a combination of primary and excess insurance. Any excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of the City (if agreed to in a written contract) before the City’s own insurance shall be called upon to protect it as a named insured.
F. The insurance procured by Contractor shall be subject to the approval of the City, but any acceptance of insurance certificates by the City shall in no way limit or relieve Contractor of its duties and responsibilities under the Agreement.
G. Contractor shall be responsible for all premiums, deductibles, and selfinsured retention applicable to the insurance it is required to procure under the Contract. All deductibles or self-insured retentions over five hundred thousand dollars ($500,000) must be approved by the City, in writing. Contractor shall be responsible for all deductibles, self-insured retention payments, and/or increased premiums incurred if the City’s policies of insurance are forced to cover damages or respond to claims for which Contractor or its Subcontractors were obligated to provide insurance under the Contract.
SCS – 32
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] H. Failure of the City to enforce in a timely manner any of the requirements of these insurance provisions shall not act as a waiver to enforcement of any of these provisions at a later date.
I. Contractor’s indemnity obligations shall not be limited by these insurance provisions and shall survive the expiration of the Contract and the insurance provisions of the Contract shall likewise not be limited by the indemnity provisions of the Contract.
J. THE CITY RESERVES THE RIGHT TO WITHHOLD ANY
PROGRESS PAYMENTS TO THE CONTRACTOR IN THE EVENT OF
NONCOMPLIANCE WITH ANY INSURANCE REQUIREMENTS.
SECTION 8. PROSECUTION AND PROGRESS
8-1.04 START OF JOB SITE ACTIVITIES. The Contractor shall begin work by the date specified in the “Notice to Proceed” letter, and the Contractor shall thereafter diligently prosecute the work to completion.
The Contractor shall notify the Director, in writing, of his or her intent to commence work at least seventy-two (72) hours before work is begun. The notice shall specify the date on which the Contractor intends to begin work. If a project has more than one (1) location of work, a separate notice shall be given for each location.
Should the Contractor begin work in advance of issuance of a “Notice to Proceed,” any work performed in advance of such issuance shall be considered to have been done at Contractor's own risk and as a volunteer.
SCS – 33
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 9. PAYMENT
9-1.11C PAYMENT INCLUSIONS. The following is added to Section 9-1.11C Payment Inclusions:
“No additional compensation will be made to the Contractor for claims of increased overhead costs occurring within the originally specified construction Contract period plus any time extensions granted by Change Order. No compensation for extended performance will be granted unless the delay exceeds more than half of the float time available at the time of the delay.”
9-1.16E(4) STOP NOTICE WITHHOLDS. The City may, at its option and at any time, retain out of amounts due the Contractor, sums sufficient to cover claims (including costs and attorneys’ fees), filed pursuant to California Civil Code Section 9350 et seq. 9-1.16F RETENTIONS. The Department shall retain five percent (5%) of the Contract price as part security for the fulfillment of the Contract by the Contractor. 9-1.16G PAYMENT OF WITHHELD FUNDS. Section 9-1.16G, “Payment of Withheld Funds” is added as follows:
“Except as otherwise prohibited by law, the Contractor may elect to receive all payments due under the Contract pursuant to without any retention. If the Contractor so elects, a deposit with the City of securities with a value equivalent to the retention that would otherwise be withheld by the City shall be made. Said security shall be as provided in California Public Contract Code Section 22300, and shall be approved by the City both as to sufficiency and form. In the alternative, the Contractor may elect to deposit such securities in an escrow account and enter into a standard form Escrow SCS – 34
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] Agreement for Security Deposits in Lieu of Retention. Blank Agreements are available from the Public Works Director and the City Attorney's Office.” 9-1.17 PAYMENT AFTER CONTRACT ACCEPTANCE. “Final Payment” shall be made in accordance with this section. The Contractor shall, after the completion of the Contract, submit a final estimate of the amount of work done thereunder and the value of such work. Upon approval of the estimate by the Director, the City of Roseville shall pay the entire sum so found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the provisions of the Contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. The final payment shall not be due and payable until the expiration of thirty five (35) calendar days from the date of Acceptance of the work by the City Council, and thirty-five (35) calendar days after filing of the Notice of Completion with the County of Placer.
No certificate given or payments made under the Contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the Contract, either wholly or in part, and no payment (including the final payment) or certificate shall be construed to be an Acceptance of any defective work or improper materials. Final payment shall not release the Contractor from one (1) year guarantee of the work as provided in Section 7-1.17, “Acceptance of Contract” and Section 2-1.12 “Guarantee and Warranty” of these Specifications.
SCS – 35
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] SECTION 14. ENVIRONMENTAL STEWARDSHITP
14-8.02 NOISE CONTROL. The provisions of Section 14-8.02 of the Standard Specifications are amended by adding the following:
“The Contractor shall additionally conform to the provisions of Roseville Municipal Code Chapter 9.24 where such provisions are more restrictive than these specifications.”
14-9.01 AIR QUALITY GENERAL. The provisions of Section 14-9.01, “Air Quality General” of the Standard Specifications are amended by adding the following:
“Material to be disposed of shall not be burned unless the Contractor has obtained a permit to burn combustible material resulting from clearing and grubbing operations from the Placer County Air Pollution Control District and City of Roseville Fire Marshall. A copy of the permits shall be filed with the Director
before beginning any burning. All such burning shall be conducted in strict conformance with the provision stipulated in said permits and at such times and in such manner as to prevent fire from spreading to areas adjoining the right-of-way.” 14-11.02A ASBESTOS REMOVAL AND DISPOSAL. Section 14-11.02A, “Asbestos Removal and Disposal” is added as follows:
“The Contractor shall comply with all rules, regulations, statutes and ordinances regarding asbestos removal and disposal, including but not limited to, 42 U.S.C. Sections 7401, 7412 and 7601 and 40 C.F.R. Part 61, Subpart M.
SCS – 36
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] If the Contractor discovers that a building to be demolished or renovated contains asbestos containing material, the Contractor shall immediately cease work and notify the City.”
END OF STANDARD SPECIFICATIONS
AB 626 - 1
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] TEXT OF AB 626
Assembly Bill No. 626
CHAPTER 810
An act to add and repeal Section 9204 of the Public Contract Code, relating to public contracts.
[Approved by Governor September 29, 2016. Filed with Secretary of State September 29, 2016.]
LEGISLATIVE COUNSEL’S DIGEST
AB 626, Chiu. Public contracts: claim resolution.
Existing law prescribes various requirements regarding the formation, content, and enforcement of state and local public contracts. Existing law applicable to state public contracts generally requires that the resolution of claims related to those contracts be subject to arbitration.
Existing law applicable to local agency contracts prescribes a process for the resolution of claims related to those contracts of $375,000 or less.
This bill would establish, for contracts entered into on or after January 1, 2017, a claim resolution process applicable to any claim by a contractor in connection with a public works project. The bill would define a claim as a separate demand by the contractor for one or more of the following: a time extension for relief from damages or penalties for delay, payment of money or damages arising from work done pursuant to the contract for a public work, or payment of an amount disputed by the public entity, as specified.
This bill would require a public entity, defined to exclude certain state entities, upon receipt of a claim sent by registered or certified mail, to review it and, within 45 days, provide a written statement identifying the disputed and undisputed portions of the claim. The bill would authorize the 45-day period to be extended by mutual agreement. The bill would require any payment due on an undisputed portion of the claim to be processed within 60 days, as specified. The bill would require that the claim be deemed rejected in its entirety if the public entity fails to issue the written statement.
This bill would authorize, if the claimant disputes the public entity’s written response or if the public entity fails to respond to a claim within the time prescribed, the claimant to demand to meet and confer for settlement of the issues in dispute. The bill would require any disputed portion of the claim that remains in dispute after the meet and confer conference to be subject to nonbinding mediation, as specified. The bill would provide that unpaid claim amounts accrue interest at 7% per annum. The bill would prescribe a procedure by which a subcontractor or lower tier contractor may make a claim through the contractor.
This bill would require the text of these provisions, or a summary, to be set forth in the plans or specifications for any public work which may give rise to a claim. The bill would specify that a waiver of these rights is void and contrary to public policy, except as specified. The bill would also specify that it does not impose liability on a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
AB 626 - 2
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] By increasing the duties of local agencies and officials, this bill would impose a statemandated local program.
This bill would, on January 1, 2020, repeal the provision establishing the claim resolution process.
This bill would specify that these provisions constitute a matter of statewide concern.
The California Constitution requires the state to reimburse local agencies and school districts for certain costs mandated by the state. Statutory provisions establish procedures for making that reimbursement.
This bill would provide that, if the Commission on State Mandates determines that the bill contains costs mandated by the state, reimbursement for those costs shall be made pursuant to these statutory provisions.
The people of the State of California do enact as follows:
SECTION 1. Section 9204 is added to the Public Contract Code, to read:
9204. (a) The Legislature finds and declares that it is in the best interests of the state and its citizens to ensure that all construction business performed on a public works project in the state that is complete and not in dispute is paid in full and in a timely manner. (b) Notwithstanding any other law, including, but not limited to, Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2, Chapter 10 (commencing with Section 19100) of Part 2, and Article 1.5 (commencing with Section 20104) of Chapter 1 of Part 3, this section shall apply to any claim by a contractor in connection with a public works project. (c) For purposes of this section:
(1) ”Claim” means a separate demand by a contractor sent by registered mail or certified mail with return receipt requested, for one or more of the following:
(A) A time extension, including, without limitation, for relief from damages or penalties for delay assessed by a public entity under a contract for a public works project. (B) Payment by the public entity of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public works project and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled. (C) Payment of an amount that is disputed by the public entity. (2) ”Contractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who has entered into a direct contract with a public entity for a public works project. (3) (A) ”Public entity” means, without limitation, except as provided in subparagraph (B), a state agency, department, office, division, bureau, board, or commission, the California State University, the University of California, a city, including a charter city, county, including a charter county, city and county, including a charter city and county, district, special district, public authority, political subdivision, public corporation, or nonprofit transit corporation wholly owned by a public agency and formed to carry out the purposes of the public agency. (B) ”Public entity” shall not include the following:
(i) The Department of Water Resources as to any project under the jurisdiction of that department.
(ii) The Department of Transportation as to any project under the jurisdiction of that department.
AB 626 - 3
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] (iii) The Department of Parks and Recreation as to any project under the jurisdiction of that department.
(iv) The Department of Corrections and Rehabilitation with respect to any project under its jurisdiction pursuant to Chapter 11 (commencing with Section 7000) of Title 7 of Part 3 of the Penal Code.
(v) The Military Department as to any project under the jurisdiction of that department. (vi) The Department of General Services as to all other projects. (vii) The High-Speed Rail Authority.
(4) ”Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) ”Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d) (1) (A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2) (A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the disputed portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each AB 626 - 4
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section. (C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section. (D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced. (E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A claim that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. (4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.
(g) This section applies to contracts entered into on or after January 1, 2017. (h) Nothing in this section shall impose liability upon a public entity that makes loans or grants available through a competitive application process, for the failure of an awardee to meet its contractual obligations.
AB 626 - 5
[L:\agreement\form agreements\Project Manuals\streets & bridges project manual.docx; 3/10/2022] (i) This section shall remain in effect only until January 1, 2020, and as of that date is repealed, unless a later enacted statute, that is enacted before January 1, 2020, deletes or extends that date.
SECTION 2.
The Legislature finds and declares that it is of statewide concern to require a charter city, charter county, or charter city and county to follow a prescribed claims resolution process to ensure there are uniform and equitable procurement practices.
SECTION 3.
If the Commission on State Mandates determines that this act contains costs mandated by the state, reimbursement to local agencies and school districts for those costs shall be made pursuant to Part 7 (commencing with Section 17500) of Division 4 of Title 2 of the Government Code.
VII
SPECIAL PROVISIONS
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TABLE OF CONTENTS
SCOPE OF SPECIAL PROVISIONS ........................................................................................................... 1 ORGANIZATION ........................................................................................................................................... 2 DIVISION I GENERAL PROVISIONS .......................................................................................................... 2 1 GENERAL ................................................................................................................................................. 2 2 BIDDING ................................................................................................................................................... 3 3 CONTRACT AWARD AND EXECUTION ................................................................................................. 4 4 SCOPE OF WORK ................................................................................................................................... 5 5 CONTROL OF WORK .............................................................................................................................. 6 5-1.05 ORDER OF WORK ....................................................................................................................... 7 6 CONTROL OF MATERIALS ................................................................................................................... 15 6-1.06 BUY CLEAN CALIFORNIA ACT ................................................................................................. 17 7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ........................................................... 19 8 PROSECUTION AND PROGRESS ........................................................................................................ 21 9 PAYMENT ............................................................................................................................................... 24 DIVISION II GENERAL CONSTRUCTION ................................................................................................ 25 10 GENERAL ............................................................................................................................................. 25 11 WELDING ............................................................................................................................................. 25 12 TEMPORARY TRAFFIC CONTROL .................................................................................................... 25 13 WATER POLLUTION CONTROL ......................................................................................................... 28 13-12.01 GENERAL ............................................................................................................................... 30 13-12.02 MATERIALS ............................................................................................................................ 31 13-12.03 CONSTRUCTION ................................................................................................................... 32 13-12.04 PAYMENT ............................................................................................................................... 33 14 ENVIRONMENTAL STEWARDSHIP .................................................................................................... 33 14-11.14 TREATED WOOD WASTE ..................................................................................................... 37 15 EXISTING FACILITIES ......................................................................................................................... 39 16 TEMPORARY FACILITIES ................................................................................................................... 41 DIVISION III EARTHWORK AND LANDSCAPE ....................................................................................... 41 17 GENERAL ............................................................................................................................................. 41 18 DUST PALLIATIVES ............................................................................................................................. 42 SP-ii
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19 EARTHWORK ....................................................................................................................................... 42 20 LANDSCAPE ........................................................................................................................................ 44 21 EROSION CONTROL ........................................................................................................................... 50 22 FINISHING ROADWAY ........................................................................................................................ 50 DIVISION IV SUBBASES AND BASES ..................................................................................................... 50 23 GENERAL ............................................................................................................................................. 50 24 STABILIZED SOILS .............................................................................................................................. 50 25 AGGREGATE SUBBASES ................................................................................................................... 51 26 AGGREGATE BASES .......................................................................................................................... 51 27 CEMENT TREATED BASES ................................................................................................................ 51 28 CONCRETE BASES ............................................................................................................................. 51 29 TREATED PERMEABLE BASES ......................................................................................................... 51 30 RECLAIMED PAVEMENT .................................................................................................................... 51 31–35 RESERVED .................................................................................................................................... 52 DIVISION V SURFACINGS AND PAVEMENTS ....................................................................................... 52 36 GENERAL ............................................................................................................................................. 52 37 BITUMINOUS SEALS ........................................................................................................................... 52 38 RESERVED .......................................................................................................................................... 52 39 ASPHALT CONCRETE ......................................................................................................................... 52 40 CONCRETE PAVEMENT ..................................................................................................................... 53 41 EXISTING CONCRETE PAVEMENT ................................................................................................... 53 42 GROOVE AND GRIND CONCRETE .................................................................................................... 54 43–44 RESERVED .................................................................................................................................... 54 DIVISION VI STRUCTURES ..................................................................................................................... 54 45 GENERAL ............................................................................................................................................. 54 46 GROUND ANCHORS AND SOIL NAILS .............................................................................................. 54 47 EARTH RETAINING SYSTEMS ........................................................................................................... 54 48 TEMPORARY STRUCTURES .............................................................................................................. 57 49 PILING................................................................................................................................................... 57 50 PRESTRESSING CONCRETE ............................................................................................................. 62 51 CONCRETE STRUCTURES ................................................................................................................ 62 52 REINFORCEMENT ............................................................................................................................... 62 53 SHOTCRETE ........................................................................................................................................ 63 54 WATERPROOFING .............................................................................................................................. 63 SP-iii
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55 STEEL STRUCTURES ......................................................................................................................... 63 56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES ....................................................... 69 57 WOOD AND PLASTIC LUMBER STRUCTURES ................................................................................ 69 58 SOUND WALLS .................................................................................................................................... 70 59 STRUCTURAL STEEL COATINGS ...................................................................................................... 70 60 EXISTING STRUCTURES .................................................................................................................... 79 DIVISION VII DRAINAGE FACILITIES ...................................................................................................... 79 61 GENERAL ............................................................................................................................................. 79 62–63 RESERVED .................................................................................................................................... 80 64 PLASTIC PIPE ...................................................................................................................................... 80 65 CONCRETE PIPE ................................................................................................................................. 80 66 CORRUGATED METAL PIPE .............................................................................................................. 80 67 STRUCTURAL PLATE CULVERTS ..................................................................................................... 80 68 SUBSURFACE DRAINS ....................................................................................................................... 80 69 OVERSIDE DRAINS ............................................................................................................................. 80 70 MISCELLANEOUS DRAINAGE FACILITIES ....................................................................................... 80 71 EXISTING DRAINAGE FACILITIES ..................................................................................................... 81 DIVISION VIII MISCELLANEOUS CONSTRUCTION ............................................................................... 81 72 SLOPE PROTECTION .......................................................................................................................... 81 73 CONCRETE CURBS AND SIDEWALKS .............................................................................................. 82 74 PUMPING EQUIPMENT AND CONTROLS ......................................................................................... 83 75 MISCELLANEOUS METAL .................................................................................................................. 83 76 WELLS .................................................................................................................................................. 84 77 LOCAL INFRASTRUCTURE ................................................................................................................ 84 78 INCIDENTAL CONSTRUCTION ........................................................................................................... 84 79 RESERVED .......................................................................................................................................... 84 80 FENCES ................................................................................................................................................ 84 DIVISION IX TRAFFIC CONTROL DEVICES ........................................................................................... 85 81 MISCELLANEOUS TRAFFIC CONTROL DEVICES ............................................................................ 85 82 SIGNS AND MARKERS ........................................................................................................................ 85 83 RAILINGS AND BARRIERS ................................................................................................................. 85 84 MARKINGS ........................................................................................................................................... 86 85 RESERVED .......................................................................................................................................... 88 DIVISION X ELECTRICAL WORK ............................................................................................................ 88 SP-iv
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86 GENERAL ............................................................................................................................................. 88 87 ELECTRICAL SYSTEMS ...................................................................................................................... 89 87-9.01 GENERAL ................................................................................................................................. 89 87-9.02 MATERIALS ............................................................................................................................. 89 87-9.03 CONSTRUCTION ..................................................................................................................... 90 87-9.04 PAYMENT ................................................................................................................................. 90 87-10.01 GENERAL ............................................................................................................................... 90 87-10.02 MATERIALS ........................................................................................................................... 90 87-10.03 CONSTRUCTION ................................................................................................................... 90 87-10.04 PAYMENT ............................................................................................................................... 90 87-11.01 GENERAL ............................................................................................................................... 90 87-11.02 MATERIALS ........................................................................................................................... 91 87-11.03 CONSTRUCTION ................................................................................................................... 91 87-11.04 PAYMENT ............................................................................................................................... 91 88 RESERVED .......................................................................................................................................... 91 DIVISION XI MATERIALS .......................................................................................................................... 91 89 AGGREGATE ....................................................................................................................................... 91 90 CONCRETE .......................................................................................................................................... 91 91 PAINT .................................................................................................................................................... 92 92 ASPHALT BINDERS ............................................................................................................................. 92 93 RESERVED .......................................................................................................................................... 92 94 ASPHALTIC EMULSIONS .................................................................................................................... 92 95 EPOXY .................................................................................................................................................. 92 96 GEOSYNTHETICS ............................................................................................................................... 92 97–98 RESERVED .................................................................................................................................... 92 DIVISION XII BUILDING CONSTRUCTION .............................................................................................. 93 99 BUILDING CONSTRUCTION ............................................................................................................... 93
APPENDIX A MITIGATION MONITORING AND REPORTING PROGRAM
APPENDIX B REGULATORY PERMITS
APPENDIX C PROGRESS PAYMENT/ FINAL RELEASE FORMS
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SPECIAL PROVISIONS
FOR
DRY CREEK GREENWAY EAST PHASE 1
MULTI-USE TRAIL PROJECT
SCOPE OF SPECIAL PROVISIONS
1. The work described in these Special Provisions must be done in conformance with the latest edition of the City of Roseville Standard Construction Specifications, City of Roseville Design and Construction Standards, and Caltrans Standard Specifications and Plans, except insofar as they may be modified by these Special Provisions.
2. Numbering in these Special Provisions conforms to that in the Standard Construction Specifications. The existence of a section in these Special Provisions means that the corresponding section in the Standard Construction Specifications is modified in some respect. Unless otherwise specified, the Standard Construction Specification Provisions are deleted entirely, and the provisions of these Special Provisions are substituted.
3. The construction materials, payment, etc., for items of work shown in the proposal and on the plans, but not specifically mentioned in these Special Provisions are referred to the Standard Construction Specifications for conformance.
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ORGANIZATION
Special provisions are under headings that correspond with the main-section headings of the State Standard Specifications. A main-section heading is a heading shown in the table of contents of the Standard Specifications.
Each special provision begins with a revision clause that describes or introduces a revision to the State Standard Specifications as revised by any revised standard specification.
Any paragraph added or deleted by a revision clause does not change the paragraph numbering of the State Standard Specifications for any other reference to a paragraph of the State Standard Specifications.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to section 1-1.07B:
Definitions and Abbreviations – Whenever in the State Standard Specifications, Special Provisions, Notice to Contractors, Proposal, Contract, or other contract documents the following abbreviations and terms are used, the intent and meaning shall be interpreted as follows:
Abbreviation or Term Intent and Meaning
AGENCY The Department of Public Works, City of
Roseville
CITY The City of Roseville and its applicable
Departments
CITY COUNCIL City Council of the City of Roseville, a
Charter City in the State of California
CALTRANS State of California, Department of
Transportation
DEPARTMENT The Department of Public Works, City of
Roseville
STATE STANDARD SPECIFICATIONS The State Standard Specifications issued by the State of California, Department of
Transportation, dated 2015, and
subsequent Revised Standard
Specifications
ADMINISTRATOR The Director of Public Works/City
Engineer, as created by law; also the City
Engineer
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ENGINEER City Engineer, and agents or assistants
duly authorized by the Director of the
Public Works to act on his behalf
DEPARTMENT OF TRANSPORTATION State of California Agency
DEPARTMENT OF INDUSTRIAL
RELATIONS
State of California Agency
DIVISION OF LABOR STANDARDS
ENFORCEMENT
State of California Agency
Replace the following definitions in section 1-1.07B:
Director: Director of Public Works, City of Roseville
Engineer: City Engineer, and agents or assistants duly authorized by the Director of the Public Works to act on his behalf
Delete Columbus Day in Holidays table in section 1-1.07B:
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
2 BIDDING
Add to section 2-1.01:
The bidder's attention is directed to the provisions in Section 2, "Bidding" of the State Standard Specifications and these special provisions for the requirements and conditions which the bidder must observe in the preparation of the proposal form and the submission of the bid.
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Add between the 1st and 2nd paragraphs of section 2-1.06B:
The City of Roseville makes the following supplemental project information available:
Supplemental Project Information
Means Description
Included as Appendix 1. California Department of Fish and Wildlife– Streambed Alteration 1602 Agreement
(Pending)
2. U.S. Army Corps of Engineers – 404
Nationwide Permit 14
3. Central Valley Regional Water Quality Control
Board – 401 Water Quality Certification
(WDID#5A31CR00583)
4. California Department of Transportation
(Caltrans) Encroachment Permit (03-23-N-MC0036)
5. Central Valley Flood Protection Board
(Pending)
Available for inspection at:
City of Roseville
Final Geotechnical Design Report, Dry Creek
Greenway East Phase 1, dated April 2021
Final Foundation Report, Dry Creek Greenway
East Phase 1, Bridge 2, 4 and 14, dated April 2021
Final Geotechnical Report, Dry Creek Greenway
East Phase 1, Linda Creek Bank Stabilization
(Mallard Lane), dated April 2021
Final Foundation Report, Dry Creek Greenway
East Phase 1 Project, Darling Way Bridge (Widen)
Bridge No. 19C-0033, dated April 2021
Add to section 2-1.10:
In addition to the subcontractors required to be listed in conformance with Section 2-1.10, "Subcontractor List" of the State Standard Specifications, each proposal must have listed therein the portion of work that will be done by each subcontractor listed. A sheet for listing the subcontractors is included in the Proposal.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
3 CONTRACT AWARD AND EXECUTION
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Replace paragraph of Section 3-1.06 with:
The Contractor must be properly licensed as a contractor from contract award through Contract acceptance (Public Contract Code § 10164).
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
4 SCOPE OF WORK
Replace section 4-1.03 with:
The construction of the Dry Creek Greenway East Phase 1 Multi-Use Trail Project includes the following improvements:
1. Construction of multi-use path along from Darling Way to Rocky Ridge Drive.
2. Construction of Trailhead Parking Lot and restroom off Riverside Avenue.
3. Trail connections to Sunrise Avenue, Meadow Gate Drive and Meadowlark Way.
4. Widening of Darling Way bridge, construction of three prefabricated steel truss bridges.
5. Replacement of existing 12” cast iron pipe water line on the south side of Darling Way bridge.
6. Construction of 15 retaining walls and two gabion basket walls.
7. Installation of a pedestrian crossing warning system and lighting of undercrossing at Sunrise Avenue and Interstate 80.
The work includes improvements including but not limited to clearing and grubbing, tree removal, implementation of environmental and permitting mitigation requirements, excavation, multi-use trail construction and paving, bridge and retaining wall construction, stone toe protection, rock slope protection, grading and erosion control measures, trailhead construction, underpass lighting, water line improvements, pedestrian crossing warning system, drainage, utilities, signage and striping, and all other improvements as shown on contract plans.
Add to section 4-1.06 with:
Attention is directed to Section 4-1.06, "Differing Site Conditions" of the State Standard Specifications.
During the progress of the work, if subsurface or latent conditions are encountered at the site differing materially from those indicated in the "Materials Information," log of test borings, other geotechnical data obtained by the Department's investigation of subsurface conditions, or an examination of the conditions above ground at the site, the party discovering those conditions must promptly notify the other party in writing of the specific differing conditions before they are disturbed and before the affected work is performed.
The Contractor will be allowed 15 days from the notification of the Engineer's determination of whether or not an adjustment of the contract is warranted, in which to file a notice of potential claim in conformance with the provisions of Section 9-1.17D(2), "Claim Statement" of the State Standard Specifications and as specified herein; otherwise the decision of the Engineer must be deemed to have been accepted by the Contractor as correct. The notice of potential claim must set forth in what respects the Contractor's position differs from the Engineer's determination and provide any additional information obtained by the Contractor, including but not limited to additional geotechnical data. The notice of potential claim must be accompanied by the Contractor's certification that the following were made in preparation of the bid: a review of the contract, a review of the "Materials Information," a review of the log of test borings and other SP-6
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records of geotechnical data to the extent they were made available to bidders prior to the opening of bids, and an examination of the conditions above ground at the site. Supplementary information, obtained by the Contractor subsequent to the filing of the notice of potential claim, must be submitted to the Engineer in an expeditious manner.
Add to section 4-1.13 with:
The Contractor must use a power washer to remove all reference markings (i.e. USA markings, striping reference points, utility reference points, etc.) Full compensation for conforming to these requirements is considered as included in the contract price paid for various items of work and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
5 CONTROL OF WORK
Add to section 5-1.01 with:
For the award of the “Project”, the City and the Resident Engineer will provide inspection on an eight-hour (8) day and a forty-hour (40) week (Monday through Friday) basis only. The Contractor must reimburse the City at a rate of $175 per hour and the Resident Engineer at $225 per hour for all inspection in excess of those hours listed above, including designated holidays and weekends. Requests for authorization to perform work outside the hours of 7:00 a.m. to 4:00 p.m., Monday through Friday, must be made in writing at least 48 hours in advance.
Attention is directed to Section 7-1.03,” Public Convenience” of the State Standard Specifications concerning project working hours.
Designated holidays are observed: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving Day, the day after Thanksgiving and Christmas Day. When a designated holiday falls on a Saturday or Sunday, the preceding Friday or following Monday (respectively) shall be a designated holiday.
The Contractor must provide a competent person during normal working hours to assist the Engineer, when required, in checking lines and grades of the Contractor’s layout and for measuring quantities for payment purposes. The Contractor must cooperate with the Engineer so that checking, and measuring may be accomplished with the least interference to the Contractor’s operations. No additional compensation will be made to the Contractor for fulfilling this requirement.
Attention is directed to Section 81-4 (E) and 91-4 (E) of the City of Roseville Construction Standards regarding trenching within the existing roadway.
Replace the 2nd paragraph in section 5-1.02 with:
Any discrepancies or omissions found in the Contract Documents must be reported to the Engineer immediately. The Engineer will clarify discrepancies or omissions, in writing, within a reasonable time.
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In resolving inconsistencies among two or more sections of the Contract Documents, precedence is given in the following order:
A. Notice to Contractors
B. Special Provisions
C. Project Drawings
D. City of Roseville Standard Construction Specifications (Latest Editions) E. City of Roseville Design and Construction Standards and Amendments (Latest Editions) F. City of Roseville Parks Construction Standards (Latest Edition) G. 2015 Revised Standard Specifications
H. 2015 Caltrans Standard Specifications
I. 2015 State Revised Standard Plans
J. 2015 State Standard Plans
K. Supplemental Project Information
Addenda take precedence over all sections referenced therein. Figure dimensions on Drawings take precedence over scale dimensions. Detailed Drawings take precedence over general Drawings.
Replace section 5-1.05 with:
5-1.05 ORDER OF WORK
Prior to beginning work, the boundaries of the Environmentally Sensitive Areas (ESA) must be clearly delineated in the field. The boundaries must be delineated by the installation of temporary high-visibility fence.
Five working days prior to the start of any work, including grading, a qualified biologist, retained by the City will conduct mandatory Contractor/worker awareness training for construction personnel. The awareness training will be provided to all construction personnel to brief them on the need to avoid impacts on biological resources and the penalties for not complying with biological mitigation requirements. If new construction personnel are added to the project, the Contractor will ensure that the personnel receive the mandatory training from the biologist, or qualified person, before starting work.
Prior to mobilization, the Contractor must contact Underground Service Alert (U.S.A.).
Attention is directed to "Water Pollution Control" of the State Standard Specifications regarding the submittal and approval of the Contractor prepared Stormwater Pollution Prevention Plan, prior to performing work having potential to cause water pollution.
The Contractor must also prepare a traffic control plan that conforms to Section 12, “Construction Area Traffic Control Devices” of the City of Roseville Construction Standards, the California MUTCD and as described within these Special Provisions prior to construction. The traffic control plan must be approved by the City of Roseville Public Works Traffic Section.
Attention is directed to "Progress Schedule" of these special provisions regarding the submittal of a general time-scaled logic diagram within 10 days after approval of the contract.
The first order of work shall be to place the order for long lead time materials and equipment including electrical materials that will be furnished by the Contractor for this project. The SP-8
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Contractor must place the order within 15 working days after the Notice to Proceed and after approval of the submittal. Should the City have to supply the Contractor with material and/or equipment to do the work, the Contractor will be charged accordingly per agreed upon cost. The Contractor must furnish the Engineer with a statement from the equipment vendor(s) that the order for said equipment has been received and accepted by said vendor(s). Said statement must include an anticipated date of delivery of said equipment to the Contractor. Said statement must be furnished to the Engineer within 15 calendar days of the Contractor's receipt of the Notice to Proceed. Lighting equipment must be completed by the end of the Contract. The Contractor must pay liquidated damages per the Special Provisions of this document if the installation of lighting cannot be completed within the above time frame.
The Contractor is responsible for determining the means and methods to obtain access to each of the proposed bridge sites and retaining wall locations. Areas for possible temporary bridge crossing of Dry Creek are shown on the plans. Temporary creek crossings are shown in the permit documents. All temporary creek crossings and temporary bridge crossings must adhere to all applicable requirements in the approved project permits. Temporary bridges will not be permitted to remain in place between October 15 and May 1. Full compensation for all work associated with temporary creek crossings, creek diversions, and temporary bridge crossings are considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
The Contractor is responsible for determining the means and methods to construct the bridges and retaining walls. Contractor’s attention is directed to environmentally sensitive areas, right of way and temporary construction easements, permitting requirements, and existing physical improvements shown on the plans that will need to be considered and requirements adhered to, when determining the means and methods for construction. Contractor should anticipate shoring to avoid private property, right of way, environmentally sensitive areas, creek, existing structures and utility impacts. Full compensation for all work associated with methods required to construct the bridges and retaining walls, including all shoring and temporary excavation, are considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
The Contractor must coordinate with property owners regarding existing fences and gates within the work area prior to removal of said facilities. Where no fence exists, Contractor must erect a temporary movable chain link fence along the northerly easement line. The temporary fence must remain until completion of the property owners fence or completion of the project, whichever occurs first.. This temporary fencing is to allow property owners to re-erect fences along the property or easement line. If the property owner already has a fence on or immediately adjacent to the easement or property line, care shall be taken to not impact or damage this fence during construction activities. Any damage and repairs required will be repaired by the Contractor at the Contractor’s cost.
Where improvements are immediately adjacent to property owners with landscaped or irrigated areas, Contractor must coordinate with the property owner to confirm the irrigation system to confirm irrigation system is not in conflict with, or has been relocated outside, the project improvements, and is in good working condition. Any damage to the existing irrigation by the Contractor must be repaired by the Contractor at the Contractor’s cost.
The Contractor must coordinate with the Parks Construction Inspector prior to disturbing the existing landscape and irrigation owned by the City. The Contractor must field verify the locations of existing irrigation systems prior to construction activities. All new components and landscaping must be per the latest version of the Parks Standards. No disruption of the existing irrigation watering system will be allowed during construction. All adjacent systems must maintain automatic programmed watering schedules throughout the construction. The Contractor is SP-9
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responsible for repairing or replacing and adjusting any portions of the existing irrigation systems impacted during construction of the improvements of this Contract. Existing sod and shrubs areas impacted by construction activities must be per the latest version of the Parks Standards. Time is of the essence on this contract, and the order of all other work must be such as to assure the completion of the project within the allotted working days as described herein while complying with the requirements set forth in the plans, specifications and contract document. Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
Contractor is responsible for obtaining a building permit prior to beginning construction of the restroom located in the trailhead parking area adjacent to Riverside Avenue. All work and fees associated with obtaining this permit is considered as included in the lump sum price paid for Prefabricated Restroom and no additional payment will be made therefor.
Following the completion of the work, the Contractor must provide the City with a copy of the record as-built drawings.
Replace paragraphs of section 5-1.13B(1) with:
Use each DBE subcontractor as listed on Exhibit 12-B Bidder’s List of Subcontractors (DBE and Non-DBE) and Exhibit 15-G Construction Contract DBE Commitment form unless you receive authorization for a substitution.
The Agency requests the Contractor to:
1. Notify the Engineer of any changes to its anticipated DBE participation
2. Provide this notification before starting the affected work
3. Maintain records including:
3.1. Name and business address of each 1st-tier subcontractor
3.2. Name and business address of each DBE subcontractor, DBE vendor, and DBE trucking company, regardless of tier
3.3. Date of payment and total amount paid to each business If you are a DBE contractor, include the date of work performed by your own forces and the corresponding value of the work.
Before the 15th of each month, submit a Monthly DBE Trucking Verification form.
If a DBE is decertified before completing its work, the DBE must notify you in writing of the decertification date. If a business becomes a certified DBE before completing its work, the business must notify you in writing of the certification date. Submit the notifications. On work completion, complete a Disadvantaged Business Enterprises (DBE) Certification Status Change, Exhibit 17-O, form. Submit the form within 30 days of contract acceptance.
Upon work completion, complete Exhibit 17-F Final Report – Utilization of Disadvantaged Business Enterprises (DBE), First-Tier Subcontractors. 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.
Replace section 5-1.13B(2) with:
5-1.13B(2) Performance of Disadvantaged Business Enterprises DBEs must perform work or supply materials as listed in the Exhibit 15-G Construction Contract DBE Commitment form, included in the Bid.
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Do not terminate or substitute a listed DBE for convenience and perform the work with your own forces or obtain materials from other sources without authorization from the Agency.
The Agency authorizes a request to use other forces or sources of materials if it shows any of the following justifications:
1. Listed DBE fails or refuses to execute a written contract based on plans and specifications for the project.
2. You stipulated that a bond is a condition of executing the subcontract and the listed DBE fails to meet your bond requirements.
3. Work requires a contractor's license and listed DBE does not have a valid license under Contractors License Law.
4. Listed DBE fails or refuses to perform the work or furnish the listed materials.
5. Listed DBE's work is unsatisfactory and not in compliance with the contract.
6. Listed DBE is ineligible to work on the project because of suspension or debarment.
7. Listed DBE becomes bankrupt or insolvent.
8. Listed DBE voluntarily withdraws with written notice from the Contract
9. Listed DBE is ineligible to receive credit for the type of work required.
10. Listed DBE owner dies or becomes disabled resulting in the inability to perform the work on the Contract.
11. Agency determines other documented good cause.
Notify the original DBE of your intent to use other forces or material sources and provide the reasons. Provide the DBE with 5 days to respond to your notice and advise you and the Agency of the reasons why the use of other forces or sources of materials should not occur. Your request to use other forces or material sources must include:
1. One or more of the reasons listed in the preceding paragraph.
2. Notices from you to the DBE regarding the request.
3. Notices from the DBEs to you regarding the request.
If a listed DBE is terminated or substituted, you must make good faith efforts to find another DBE to substitute for the original DBE. The substitute DBE must perform at least the same amount of work as the original DBE under the contract to the extent needed to meet the DBE goal.
The substitute DBE must be certified as a DBE at the time of request for substitution.
Unless the Agency authorizes (1) a request to use other forces or sources of materials or (2) a good faith effort for a substitution of a terminated DBE, the Agency does not pay for work listed on the Exhibit 15-G Construction Contract DBE Commitment form unless it is performed or supplied by the listed DBE or an authorized substitute.
Add to section 5-1.20A with:
Contractor must coordinate with Roseville Electric and City of Roseville Environmental Utilities Department who will be performing work on this project.
Add to section 5-1.20B with:
In addition to the requirements of Section 5-1.20B of the State Standard Specifications, the Contractor must obtain a business license from the City of Roseville prior to performing work.
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The City of Roseville has received the following permits and a copy of the permits can be found in the appendices.
Permit Approval Date
U.S. Army Corps of Engineers – 404 Nationwide Permit TBD California Department of Fish and Wildlife– Streambed Alteration Agreement
TBD
Central Valley Regional Water Quality Control Board November 22, 2022 Caltrans - Encroachment Permit January 26, 2023
Central Valley Flood Protection Board TBD
The Contractor must comply with all permit conditions and requirements. If, for any reason, the permit time limits need to be extended, it is the Contractor’s sole responsibility to request such extension(s) from the City and to pay any additional fees associated with the permit extension(s).
Refer to sections elsewhere in these special provisions for more detail on permits.
No separate measurement or payment must be made for compliance with permit requirements, extensions or preparation and approval of Contractor’s work plan and dewatering plan. The Contractor must include the costs associated with these items in the various bid items to which the Work relates.
Add to section 5-1.20B with:
The City of Roseville has an easement and maintenance agreement with Caltrans. The project includes work in Caltrans right of way at the Interstate 80 underpass. The Contractor must apply for a Caltrans Encroachment Permit (double permit), at the Contractor’s expense, before starting work in Caltrans right of way. The Contractor must provide a copy of the approved Encroachment Permit to the Engineer.
Replace section 5-1.20E with:
5-1.20E Water Meter Charges
Section 5-1.20E applies if a bid item for water meter charges is shown on the Bid Item List.
The local water authority is City of Roseville, Department of Utilities.
The local water authority will install the water meters.
The charges for water meters are available at the following link https://www.roseville.ca.us/government/departments/environmental_utilities/at_your_service/wat er_supply/hydrant_permits
The charges by the local water authority include:
1. Furnishing and installing each water meter
2. Connecting to the local water authority's main water line, including any required hot tap or tee
3. Furnishing and installing an extension pipe from the main water line to the water meter SP-12
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4. Sterilizing the extension pipe
Make arrangements and pay the charges for installation of the water meters.
If the charge is changed at the time of installation, the Department adjusts the lump sum price based on the difference between the specified charges and the changed charges.
Replace the paragraphs in section 5-1.26 with:
The requirements specified in the entire section of the State Standard Specifications are replaced as follows:
The Contractor is responsible to provide all surveys to control the lines, elevations, and dimensions of the work in conformance with the plans. Any deviation from the lines, elevations and dimensions shown on the plans must receive prior approval from the Engineer.
The Contractor is responsible for accuracy of his/her own layout work and is responsible and liable for the preservation of all established lines, grades, and layout points. Stakes damaged or destroyed by the public or operations of the Contractor will be replaced by the Contractor at his/her expense. The Contractor must submit all survey records to the Resident Engineer for the project records.
The Contractor is responsible for preparing the as-built drawings.
Full compensation for conforming to these requirements will be considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
Add to section 5-1.32 with:
Attention is directed to the provisions in Section 5-1.32, "Areas for Use" of the Standard Specifications and these special provisions.
The roadway right of way must be used only for purposes that are necessary to perform the required work. The Contractor must not occupy the right of way, or allow others to occupy the right of way, for purposes which are not necessary to perform the required work. The Contractor must not park any vehicles along residential streets within the project limits.
Areas have been identified on the plans for possible use as staging areas for the Contractor.
City owned property, easements and right of way must be used only for purposes that are necessary to perform the required work. The Contractor must not occupy the property, easements, or right of way, or allow others to occupy these, for purposes which are not necessary to perform the required work.
The Contractor must remove equipment, materials, and rubbish from the work areas and other City-owned property which the Contractor occupies. The Contractor must leave the areas in a presentable condition in conformance with the provisions in Section 4-1.13, "Cleanup" of the State Standard Specifications.
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The Contractor must secure, at the Contractor's own expense, any other areas required for plant sites, storage of equipment or materials or for other purposes, if sufficient area is not available to the Contractor within the contract limits.
Add to the end of section 5-1.32:
Personal vehicles of your employees must not be parked on the traveled way or shoulders, including sections closed to traffic.
Add to section 5-1.36A with:
The Contractor must replace, in kind or as approved by the Parks Department, the existing sod, shrubs and irrigation system impacted by the construction activities. Full compensation for conforming to these requirements is considered as included in the contract price paid for various items of work and no additional compensation will be allowed therefor.
Add between the 2nd and 3rd paragraphs of section 5-1.36C(3):
Installation of the utilities shown in the following table requires coordination with your activities. Make the necessary arrangements with the utility company through the Engineer and submit a schedule:
1. Verified by a representative of the utility company
2. Allowing at least the time shown for the utility owner to complete its work Utility Relocation and Contractor-Arranged Time for the Relocation Utility Utility address Location Working days
PG&E – 4” gas On north side of Darling
Way Bridge over Dry
Creek
10 working days for removal
10 working days for installation
of new facility
City of Roseville
– 12” Water
On west side of Sunrise
Avenue Bridge
Contractor to relocate facility.
Contractor to arrange shut
down of service with City
Department of Utilities.
City of Roseville
– 12” Water
On south side of Darling
Way Bridge
Contractor to replace facility.
Contractor to arrange shut
down of service with City
Department of Utilities.
Add to section 5-1.36D with:
The City of Roseville is a member of the Underground Service Alert (USA). The Contractor must notify USA 1-800-642-2444 at least 72 hours in advance of beginning work on the project. The Contractor is cautioned that there may be underground and overhead utility facilities within the work area including telephone, electrical, cable television, gas, water and sanitary sewer transmission facilities, and storm drainage collection facilities.
Where possible conflicts may exist, the Contractor must verify the grade and location of existing underground utility prior to any work by careful hand digging.
It is recognized by the City and the Contractor that the locations of existing utilities as shown on the plans are approximate, their actual location is unknown. Recognition is given to the fact there may be additional existing utilities unknown to either party to the contract. Location of utilities, as shown on the drawings, represents the best information obtainable from utility maps and information furnished by the various agencies and companies involved. The City warrants neither the accuracy nor the extent of the actual utilities involved.
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All existing utilities are to remain in service and operational during construction. The Contractor is responsible to coordinate all his/her activities with all utility companies for the installation of the utilities that are shown to be done by the respective utility owners. Contractor must coordinate with PG&E regarding the removal of the existing gas pipe and installation of the new gas facility on Darling Way bridge. The Contractor must coordinate with City of Roseville Environmental Utilities Department regarding the replacement of the water pipe on Darling Way bridge and relocation of the water line on Sunrise Avenue bridge. The Contractor must make necessary arrangements with the utility company through the Engineer and submit a schedule that is verified by a representative of the utility company and allowing at least the time shown for the utility owner to complete its work.
The Contractor must coordinate with City of Roseville Environmental Utilities Department regarding the work associated with the service connections and metering for the irrigation, potable water and sewer at the trailhead on Riverside Avenue.
Perform all operations necessary to excavate, expose, and verify the location of existing utility mains and laterals that may cross or be in conflict with the proposed facilities and at tie-in locations.
Notify Underground Service Alert (USA) at 1-800-642-2444 and all utility companies which have underground facilities within the limits of work 72 hours before beginning any excavation work.
Where a possible at-grade conflict with existing underground utilities appears on the plans, determine its location a minimum of 100 feet ahead of the work prior to trenching unless prior pothole information is shown. Grade and alignment changes must be made only if approved by the Engineer.
The horizontal and vertical locations shown for the existing underground utilities are approximate.
It is the Contractor responsibility to locate all utility lines in the construction area prior to excavation. Any damage to existing utility, structure, or service, whether or not indicated on the plans must be repaired at the Contractor's expense in a manner approved by the Engineer.
Submit a report for each pothole. The report must be typed and clearly drawn to show all necessary details, including:
1. Sketch showing the location, date, depth, conditions encountered, person in charge of potholing, and any other information requested by the Engineer
2. Utility and City Public Work person(s) notified
Do not proceed with excavation operations where underground utilities lie as shown on the plans or marked by USA until related potholing work has been completed to the satisfaction of the Engineer. Notify the Engineer of any potential conflicts with underground utilities.
Hand dig as necessary to protect existing utilities.
Notify the Engineer of conflicts in which there is less than two foot of separation between the existing and proposed utility.
In the event the Contractor discovers utilities not identified on the plans or by the utilities, the Contractor must immediately notify the Engineer and the utility owners by the most expeditious method reasonably available and later confirm in writing.
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Full compensation for conforming to the requirements of this section, not otherwise provided for, is considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed therefor.
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6 CONTROL OF MATERIALS
Add to section 6-1.03 of the RSS:
6-1.03B Submittals
6-1.03B(1) General
Not Used
6-1.03B(2) Work Plan
For local material, such as rock, gravel, earth, structure backfill, pervious backfill, imported borrow, and culvert bedding, obtained from a (1) noncommercial source, or (2) source not regulated under California jurisdiction, submit a local material plan for each material at least 60 days before placing the material. The local material plan must include:
1. Certification signed by you and an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:
I am aware local material from a noncommercial source or a source not regulated under CA jurisdiction must be sampled and analyzed for pH and lead and may require sampling and analysis under section 6-1.03B(3) for other constituents of concern based on the land use history. I am aware that local material sources must not contain ADL at concentrations greater than 80 mg/kg total lead or equal to or greater than 5 mg/L soluble lead as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II. I am aware that a maximum quantity of material may be excavated at the site based on the minimum number of samples taken before excavating at the site under section 6-1.03B(3).
2. Land use history of the local material location and surrounding property
3. Sampling protocol
4. Number of samples per volume of local material
5. QA and QC requirements and procedures
6. Qualifications of sampling personnel
7. Stockpile history
8. Name and address of the analytical laboratory that will perform the chemical analyses
9. Analyses that will be performed for lead and pH
10. Other analyses that will be performed for possible hazardous constituents based on:
10.1. Source property history
10.2. Land use adjacent to source property
10.3. Constituents of concern in the ground water basin where the job site is located The plan must be sealed and signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State.
If the plan requires revisions, the Engineer provides comments. Submit a revised plan within 7 days of receiving comments. Allow 7 days for the review.
6-1.03B(3) Analytical Test Results
At least 15 days before placing local material, submit analytical test results for each local material obtained from a noncommercial source or a source not regulated under CA jurisdiction. The analytical test results must include:
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1. Certification signed by an engineer who is registered as a civil engineer in the State or a professional geologist licensed as a professional geologist by the State stating:
The analytical testing described in the local material plan has been performed. I performed a statistical analysis of the test results using the US EPA's ProUCL software with the applicable 95 percent upper confidence limit. I certify that the material from the local material source is suitable for unrestricted use at the job site, it has a pH above 5.0, does not contain soluble lead in concentrations equal to or greater than 5mg/l as determined by the Waste Extraction Test (WET) Procedures, 22 CA Code of Regs § 66261.24(a)(2) App II, does not contain lead in concentrations above 80 mg/kg total lead, is free from all other contaminants identified in the local material plan, and will comply with the job site's basin plan and water quality objectives of the RWQCB.
2. Chain of custody of samples
3. Analytical results no older than 1 year
4. Statistical analysis of the data using US EPA’s ProUCL software with a 95 percent upper confidence limit
5. Comparison of sample results to hazardous waste concentration thresholds and the RWQCB's basin plan requirements and water quality objectives for the job site location 6-1.03B(4) Sample and Analysis
Sample and analyze local material from a (1) noncommercial source or (2) source not regulated under CA jurisdiction:
1. Before bringing the local material to the job site
2. As described in the local material plan
3. Under US EPA Test Methods for Evaluating Solid Waste, Physical/Chemical Methods (SW-846) The sample collection must be designed to generate a data set representative of the entire volume of proposed local material.
Before excavating at the (1) noncommercial material source or (2) a source not regulated under CA jurisdiction, collect the minimum number of samples and perform the minimum number of analytical tests for the corresponding maximum volume of local material as shown in the following table:
Minimum Number of Samples and Analytical Tests for Local Material Maximum volume of imported borrow
(cu yd) Minimum number of samples and analytical tests
< 5,000 8
5,000–10,000 12 for the first 5,000 cu yd plus 1 for each additional 1,000 cu yd or portion thereof
10,000–20,000 17 for the first 10,000 cu yd plus 1 for each additional 2,500 cu yd or portion thereof
20,000-40,000 21 for the first 20,000 cu yd plus 1 for each additional 5,000 cu yd or portion thereof
40,000–80,000 25 for the first 40,000 cu yd plus 1 for each additional 10,000 cu yd or portion thereof
> 80,000 29 for the first 80,000 cu yd plus 1 for each additional 20,000 cu yd or portion thereof
Do not collect composite samples or mix individual samples to form a composite sample.
Analyze the samples using the US EPA's ProUCL software with a 95 percent upper confidence limit. All chemical analysis must be performed by a laboratory certified by the SWRCB's Environmental Laboratory Accreditation Program (ELAP).
The analytical test results must demonstrate that the local material:
1. Is not a hazardous waste
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2. Has a pH above 5.0
3. Has an average total lead concentration, based upon the 95 percent upper confidence limit, at or below 80 mg/kg
4. Is free of possible contaminants identified in the local material plan
5. Complies with the RWQCB's basin plan for the job site location 6 Complies with the RWQCB's water quality objectives for the job site location 6-1.03C Local Material Management
Do not place local material until authorized.
If the Engineer determines the appearance, odor, or texture of any delivered local material suggests possible contamination, sample and analyze the material. The sampling and analysis is change order work unless (1) hazardous waste is discovered or (2) the analytical test results indicate the material does not comply with section 6-1.03B(3).
Dispose of noncompliant local material at an appropriately permitted CA Class I, CA Class II or CA Class III facility. You are the generator of noncompliant local material.
Add to section 6-1:
6-1.06 BUY CLEAN CALIFORNIA ACT
6-1.06A General
The following materials or products are subject to the Buy Clean California Act (Pub Cont Code § 3500 et seq.):
Material or product Material specifications
Carbon steel rebar Section 52-1.02B, "Bar Reinforcement" Structural steel Section 55-1.02D(1), "General," – Structural Steel table or Section 99, "Building Construction"
Flat glass Section 99, "Building Construction"
Mineral wool board
insulation Section 99, "Building Construction"
For product category rules and North America program operators for applicable materials or products, go to the METS website.
For projects with bid opening dates after November 30, 2018, through November 30, 2019, the Department collects existing environmental product declarations for materials or products subject to the Buy Clean California Act.
6-1.06B Definitions
environmental product declaration: Independently verified document created and verified in accordance with International Organization for Standardization (ISO) 14025 for Type III environmental declarations that identifies the global warming potential emissions of the facility-specific material or product through a product stage life cycle assessment. product category rule: Program operator established rule based on the science of life cycle assessment that governs the development of the environmental product declaration for the material or product.
product stage: Boundary of the environmental product declaration that includes (1) raw material supply, (2) transportation processes, and (3) processing operations, including operations such as melting, mixing, fabrication, finishing, curing, cooling, trimming, SP-18
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packaging and loading for transport delivery. Commonly referred to as a "cradle-to-gate" life cycle assessment.
program operator: Independent agency that supervises and confirms the full environmental product declaration development process in accordance with ISO 14025. raw material supply: Upstream processes which can include allocations, extraction, refinement, reclamation, handling and processing of the constituents used in producing the material or product.
transportation processes: Includes transportation of raw, reclaimed or recycled material constituents from the supplier to the gate of the manufacturer, producer or fabricator.
Includes transport of related waste products.
6-1.06C Submittals
At least 15 days before submitting environmental product declarations, you must register on the Department’s Data Interchange for Materials Engineering. Follow the registration process at:
https://dime.dot.ca.gov/
Submit available environmental product declarations for applicable materials or products as informational submittals to the Department’s Data Interchange for Materials Engineering and provide PDF copies to the Engineer.
Add to section 6-2.01A with:
Material testing for this project will be provided by the City as set forth in Section 6 "Control of Materials" of the State Standard Specifications.
The City uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract.
Samples, certificates of compliance, list of materials and material sources, access to facilities, requests for testing and all other data relating to material testing shall conform to Section 6 "Control of Materials" of the State Standard Specifications. Contractor shall provide the Engineer with three (3) working days’ notice of the need for materials testing.
The Engineer will deduct the costs for testing of materials and work found to be unacceptable, as determined by the tests performed by the Department, and the costs for testing of material sources identified by the Contractor which are not used for the work, from moneys due or to become due to the Contractor. The amount deducted will be determined by the Engineer.
Full compensation for conforming to all requirements specified in this section, “Control of Materials,” shall be considered as included in the contract price paid for other items of work and no additional compensation will be allowed.
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7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to section 7-1.02M(2) of the RSS:
Hydrocarbon-fueled engines, both stationary and mobile, must be equipped with spark arresters pursuant to Pub Res Code § 4442 except for either of the following:
1. Motor trucks, truck tractors, buses, or passenger vehicles
2. Equipment powered by properly maintained exhaust-driven turbo-charged engines or equipped with scrubbers with properly maintained water levels Each toilet must have a metal ashtray at least 6 inches in diameter by 8 inches deep, half-filled with sand, and within easy reach of anyone accessing the facility.
Locate flammable materials at least 50 feet away from equipment service, parking, and gas or oil storage areas. Each small mobile or stationary engine site must be cleared of flammable material for a radius of at least 15 feet from the engine.
Before clearing and grubbing, clear a fire break at the outer limits of the areas to be cleared and grubbed. Where clearing and grubbing limits allow, use a minimum fire break width of 20 feet.
Each area to be cleared and grubbed must be cleared and kept clear of flammable material such as dry grass, weeds, brush, downed trees, oily rags and waste, paper, cartons, and plastic waste.
Cal Fire, USFS, and BLM have established the following adjective class ratings for 5 levels of fire danger for use in public information releases and fire protection signing: “low,” “moderate,” “high,” “very high,” “extreme.” Obtain the fire danger rating daily for the project area from the nearest Cal Fire unit headquarters, USFS ranger district office, or BLM field office. Monitor the National Weather Service daily forecasts for “fire weather watches” and “red flag warnings” covering the project’s locations.
If the fire danger rating is “extreme”, or “very high” or a “fire weather watch” is issued, then:
1. Falling of dead trees or snags must be discontinued.
2. No open burning is permitted and fires must be extinguished.
3. Welding must be discontinued except in an enclosed building or within an area cleared of flammable material for a radius of 25 feet.
4. Blasting must be discontinued.
5. Smoking is allowed only in automobiles and cabs of trucks equipped with an ashtray or in cleared areas immediately surrounded by a fire break unless prohibited by other authority.
6. Vehicular travel is restricted to cleared areas except in case of emergency.
7. Notify the City of Roseville Fire Department of planned activities on If the fire danger rating is “extreme” or a “red flag warning” is issued, take the precautions specified for a “very high” fire danger rating or a “fire weather watch” issuance, except:
1. Smoking is only allowed in automobiles and cabs of trucks equipped with an ashtray.
2. Work of a nature that could start a fire requires that properly equipped fire guards be assigned to such operation for the duration of the work.
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The Engineer may suspend work wholly or in part due to hazardous fire conditions. The days during this suspension are non–working days. If field and weather conditions become such that the work is suspended, section 7-1.02M(2) will not be enforced for the period of the suspension.
Replace the 10th paragraphs of section 7-1.03 with:
Install signs, lights, flares, Type K temporary railing, barricades and other facilities to direct traffic. Provide flaggers and bicycle traffic control/detour plans whenever necessary to direct the movement of the public through or around the work. Flagging must comply with section 12-1.
Add to section 7-1.03:
The use of flagmen, barricades and construction signing shall comply with the current edition of the MUTCD and/or State of California Manual of Traffic Controls for "Construction and Maintenance Work Zones" or as required by the Engineer. All construction traffic control devices shall be in place and operational prior to beginning work or different phases throughout the contract.
The Contractor shall submit at the Pre-Construction meeting a plan showing traffic control measures, haul routes and / or detours for vehicles and pedestrians affected by the construction work to the Engineer for review and acceptance. A minimum of 5 working days will be required to review and provide the Contractor with comments on the plan. The Contractor will not be allowed to begin work until a traffic control plan has been accepted by the Engineer. A copy of the traffic control plan/detour plan must be kept at the job site at all times.
Unless otherwise approved by the City or provided for in these specifications, construction activities which are under City contract shall not be permitted at any time other than between the hours of 7:00 a.m. and 7:00 p.m., Monday through Friday, and between the hours of 8:00 a.m. and 8:00 p.m. on Saturday, when approved by the City, including state, federal and designated holidays.
The Contractor shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The Contractor shall provide and maintain all traffic control and safety items. The Contractor assumes sole and complete responsibility for job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously 24 hours/day and shall not be limited to normal working hours.
Whenever vehicles or equipment are parked within a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators; placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not less than 25 feet past the last vehicle or piece of equipment. A minimum of 9 cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or a C24 (Shoulder Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be placed in a location approved by the Engineer.
Minor deviations from the requirements of this section concerning hours of work which do not significantly change the cost of the work may be permitted upon the written request of the Contractor, if in the opinion of the Engineer public traffic will be better served and the work expedited. Such deviations shall not be adopted until the Engineer has indicated his written approval. All other modifications will be made by contract change order.
SP-21
1/18/2023
The Contractor shall notify local residents 72 hours prior to cutting off their access for periods in excess of 2 hours. Notice must be given in writing two days prior to cutting off access and verbally the evening prior to cutting of access. The Contractor shall cooperate with local residents for access to the maximum extent physically possible.
The Contractor shall notify businesses 72 hours prior to impacting their driveway access. The Contractor shall cooperate with businesses for access to the maximum extent physically possible.
If two driveways access a single business, one of those driveways shall remain accessible at all times. If only one driveway is used for access to a business, half of that driveway shall remain open at all times.
Personal vehicles of the Contractor's employees shall not be parked on the traveled way or shoulders, including any section closed to public traffic. No equipment will be allowed to be parked within any traffic lane or median after work hours.
The Contractor shall notify the Engineer of his intent to begin work at least 3 days before work is begun. The Contractor shall cooperate with local authorities relative to handling traffic through the area and shall make his own arrangements relative to keeping the working area clear of parked vehicles.
Ten days prior to any City approved road or lane closures, the Contractor shall notify the Engineer (phone 916-746-1300). The Contractor shall notify the Engineer and seventy-two (72) hours in advance of any revisions to the road or lane closure schedules.
Full compensation for complying with the above requirements shall be considered as included in the payment for the various contract items of work involved, and no additional compensation will be allowed.
Replace the 7th paragraphs of section 7-1.04 with:
Provide flaggers whenever necessary to ensure that the public is given safe guidance through the work zone. Flagging must comply with section 12-1.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
8 PROSECUTION AND PROGRESS
Add to section 8-1.02 with:
Attention is directed to the provisions in Section 8-1.02, "Schedule" of the Standard Specifications and these special provisions.
In addition to Section 8-1.02, "Schedule," of the State Standard Specifications, the Contractor shall submit a draft progress schedule to the Engineer at the pre-construction meeting, final work progress schedule 10 days prior to work commencement of work, and within 5 working days of the Engineers written request at any other time. The progress schedule shall state the location of work with stationing, the anticipated begin and completion dates and the type of construction operation anticipated for the locations of work with stations. Work that exceeds the stated completion date shall be understood as being out of conformance with the progress schedule and these Special Provisions.
SP-22
1/18/2023
The progress schedule shall clearly show the sequence and interdependence of construction activities and shall list specifically activities for obtaining, delivering, installing and completing of each major piece of equipment, materials and other supplies.
The construction schedule shall:
a) Be a calendar-time scaled network diagram.
b) Include time for the Engineer to review submittals or inspect the work. c) Identify the activities, which constitute the controlling operation or critical path.
The Contractor’s schedule must minimize impacts to local residents, business owners, traffic and pedestrians. Where segments of the project work can be completed to avoid on-going impacts to adjacent property owners or the general public, such work must be scheduled to achieve this goal.
At the discretion of the Engineer, the Contractor shall attend a meeting one day per week for the duration of the project to discuss the project's schedule and construction issues with the City.
Meetings will be held at a location to be determined at a later date by the City.
Once each month, or as deemed necessary by the Engineer, the Contractor shall submit a revised progress schedule and participate with the Engineer in a schedule review to update activity progress.
Strict conformance to the progress schedule shall be maintained and revisions to the progress schedule may be allowed only upon written approval by the Engineer.
Scheduling of change orders or extra work orders is the responsibility of the Contractor. The Contractor shall revise the schedule to incorporate all activities involved in completing the change orders or extra work order and submit it to the Engineer for review and approval. With the concurrence of the Engineer, change or extra work orders of a magnitude less than $500 do not need to be scheduled, unless the order affects the project schedule or outside parties.
If the Engineer finds the Contractor is entitled to an extension of any completion date under the provisions of the contract the Engineer’s determination of the total number of days extension will be based upon the current analysis of the schedule and upon data relevant to the extension.
The Contractor acknowledges and agrees that delays to non-critical activities (those with float) will not be the basis for a time extension. Non-critical activities are those activities which, when delayed, do not affect the contract completion date. All float time will jointly belong to the City and Contractor.
Payment for work under this section shall be deemed included in other contract items, and no additional compensation shall be allowed therefor.
Replace paragraphs of section 8-1.04B with:
The Contractor shall begin work within 15 days after receiving the “Notice to Proceed“ letter executed by the Director of Public Works or authorized staff and shall thereafter diligently prosecute the work to completion.
Preconstruction Meeting – A preconstruction meeting shall be held between the Contractor and the Engineer for the purpose of discussing the scope of work, contract drawings, specifications, existing conditions, materials to be tested, equipment to be used, and all essential matters pertaining to the prosecution and the satisfactory completion of the project as required. The SP-23
1/18/2023
Contractor's representative at this conference shall include all major superintendents for the work and may include major subcontractors and material suppliers.
Add to section 8-1.05 with:
All work, including punch list items, shall be completed within 300 working days from the beginning date specified in the Notice to Proceed letter. All punch list items shall be completed within the 300 working days prescribed above. A working day is defined as any weekday which is not a designated holiday listed in Section 5-1.01, “General”.
Add to section 8-1.06 with:
In addition to the requirements specified in Section 8-1.06, “Suspensions”, of the State Standard Specifications, the following shall apply:
Suspensions of Work Ordered by the Engineer – 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 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 seven (7) calendar days of receipt of the notice to resume work. The request shall set forth the reasons for such adjustment.
Upon receipt, the Engineer will evaluate the Contractor’s request. If the Engineer agrees that the cost or time or cost and 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 the weather, the Engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The Engineer will notify the Contractor of this determination whether or not an adjustment is warranted. No contract adjustment will be allowed unless the Contractor has submitted the request for adjustment within the time prescribed.
No contract adjustment will be allowed under the provisions specified in this section to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided for or excluded under any term or condition of this contract.
Any contract adjustment warranted due to suspension of work ordered by the Engineer will be made in the same manner as provided for right-of-way delays in Section 8-1.07 “Delays”, of the State Standard Specifications.
Add to section 8-1.10 with:
The Contractor shall pay to the City of Roseville the sum of $8,300 per day, for each and every calendar day's delay in finishing the work (including resident engineer and inspection time) in excess of the number of working days prescribed.
Any progress payment made after the completion date shall not be construed as a waiver of liquidated damages.
Add to section 8-1.10B with:
SP-24
1/18/2023
All roadways impacted by construction activities shall be fully opened to traffic by 4:30 pm. The Contractor shall pay to the City liquidated damages of $1,000 per each half-hour after 4:30 pm is exceeded and that a traveled lane remains closed due to the Contractor’s operations.
After 5:30 pm, the Contractor shall pay to the City liquidated damages of $2,000 per each halfhour that a traveled lane remains closed due to the Contractor’s operations.
The Engineer will provide written notice of non-conformance to the Contractor within 24 hours of the violation. All Contractor's equipment, machinery, traffic control, and personnel shall be off of the pavement and all lanes shall be open to traffic to be considered as full compliance. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
9 PAYMENT
Add to section 9-1.02A with:
Payment for all work bid at a price per unit of measurement shall be based upon actual quantities of work as measured upon completion, unless otherwise noted. The City does not expressly or by implication agree that the actual amount of work or material of any class will correspond to the estimated quantities given in the proposal. The Contractor shall make no claim for anticipated profits, or loss of profit for damages, or for any extra payment whatsoever because of any difference between the amount of work actually done or material furnished and the estimated amount.
Replaced the 1st paragraph of section 9-1.16A with:
The Contractor shall submit all requests for progress payments using the forms included in Appendix C:
Form CC 1: Progress Payment Request - This form is to be completed and signed by the Contractor and attached as a cover sheet to each request for payment. This form will be mandatory on all contract payment requests.
Form CC2: Progress Payment Request (Detail) - This form may be used by the Contractor to provide the detail required to verify the payment quantities. (City will accept the Contractor's form if it provides the required information.) Form CC3: Quantity Changes Verification Form - This form is required before any payment can be made based on actual quantities exceeding estimated quantities. At the conclusion of the project, the City will issue a "Balancing Change Order" incorporating all quantity increases and decreases in the contract item of work.
Add to section 9-1.17D(1):
The Contractor shall submit Form CC4: Final Release Form. This form must accompany all requests for final payment. (See Appendix C).
SP-25
1/18/2023
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION II GENERAL CONSTRUCTION
10 GENERAL
Add to the beginning of section 10-1.02E:
Construct the new pavement structure adjacent to the existing traveled way by successively excavating, preparing subgrade, placing base materials, and paving. Perform these activities concurrently after you start paving. Excavation within 8 feet of the existing traveled way must not precede the paving operation by more than 2 working days unless:
1. Authorized
2. Material is placed and compacted against the vertical cuts within 8 feet of the existing traveled way.
During excavation, you may use native material for this purpose except you must use structural material once you start placing the pavement structure. Place the material to the top of the existing pavement and taper at a slope of 4:1 (horizontal:vertical) or flatter to the bottom of the excavation. Do not use treated base for the taper.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
11 WELDING
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
12 TEMPORARY TRAFFIC CONTROL
Replace section 12-1.04 with:
The cost of furnishing all flaggers, including transporting flaggers, to provide for the passage of public traffic through the work under the provisions in "Public Convenience" and "Public Safety" is to be included in the contract lump sum price paid for Traffic Control System.
Replace section 12-3.01D with:
Full compensation for providing temporary traffic control devices will be paid as traffic control system.
Replace Not Used in section 12-3.11B(5)(a) of the RSS for section 12 with:
Provide two C47A project funding identification signs. One sign shall be located on Riverside Avenue near the proposed trailhead parking lot and one sign shall be located on Oak Ridge Drive near the west trail entry. The exact location for placement of the signs will be determined by the Engineer.
Project identification signs are considered part of construction area signs.
Construction Area Signs shall be paid for as a lump sum item. Payment for Construction Area Signs shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing Construction Area Signs and project funding identification signs, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
SP-26
1/18/2023
Add to the beginning of section 12-3.32C of the RSS for section 12:
PCMSs must be placed on Riverside Avenue, on Darling Way, on Sunrise Avenue, and on Rocky Ridge Drive, at least 14 calendar days in advance of work activities that may impact traffic or pedestrian traffic at these locations. Contractor must obtain approval from the Engineeer regarding the need for the installation and removal of the PCMSs.
Place PCMSs at the locations shown and in advance of the 1st warning sign for each:
1. Stationary lane closure
4. Shoulder closure
Add to end section 12-3.32A(3):
Submit message to be displayed in portable changeable message sign two (2) weeks in advance for approval by the City.
Add to end section 12-3.32C:
Place portable changeable message sign 14 calendar days prior to start of work.
Replace Not Used in section 12-3.32D with:
Portable Changeable Message Signs (PCMSs) shall be paid for as a lump sum item. Payment for PCMSs shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing PCMSs, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Replace Reserved in section 12-4.02C(3)(d) with:
Do not perform work on city streets that interferes with traffic from 06h00 to 08h00 or from 16h00 to 18h00 hours.
SP-27
1/18/2023
Replace Reserved in section 12-4.02C(3)(m) with:
Comply with the requirements for a ______________________________ shown in the following chart:
Chart No. __
__________________________________________________________________ Location: Direction:
Closure limits:
Hour 00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Mon–
Thu
Fri
Sat
Sun
Legend:
1 Provide at least 1 city street lane open in the direction of travel.
C Street may be closed.
N No work is allowed.
R Provide at least 1 through traffic lane not less than 10 feet in width for use by both directions of travel.
(Reversing Control)
REMARKS: The number of through traffic lanes in each direction of travel is __.
Add between the 1st and 2nd paragraphs of section 12-4.04C:
When working on one side of the street, the pedestrian facility on opposite side of the street within the same block must be open.
Provide a temporary pedestrian access route if the pedestrian sidewalk is closed on Darling Way Bridge.
Provide and maintain temporary lighting for the temporary pedestrian access route.
The Contractor must maintain at least one lane of traffic open in both directions where work is being performed at all times. If one way traffic control is required, to facilitate the construction, the Contractor is responsible for the necessary traffic control and safety of the workers, road users and pedestrians.
For the property owners along Mallard Lane that currently have access to Rocky Ridge Drive along the existing access easement, the Contractor must notify these property owners at least 14 days in advance of any work that may impact use of this access road. Contractor should prioritize construction of the access road, prior to closing the existing access road.
Traffic Control System shall be paid for as a lump sum item. Payment for Traffic Control System shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in preparing and obtaining approval a traffic control plan, implementing and maintaining traffic control, as shown on the State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SP-28
1/18/2023
13 WATER POLLUTION CONTROL
Add to the end of section 13-1.01A:
The specifications in section 13 for water quality monitoring apply to the following work activities whenever they occur in water:
1. Bridge foundations at Darling Way Bridge
2. Rock Slope Protection within the ordinary high-water mark
3. Gabion basket wall and retaining wall construction within the ordinary high-water mark
4. Grading within the ordinary high-water mark
5. Any equipment or machinery within the ordinary high-water mark
6. Construction of temporary crossings
The receiving water for this project is Dry Creek.
Submit a water quality annual report for each reporting period from July 1st to June 30th.
Add between the 4th and 5th paragraphs of section 13-1.01D(5)(b):
Test the receiving water under the test methods for the WQOs shown in the following table:
Water Quality Objectives
Quality characteristic Test method Detection limit
(min) Requirement
pH
Field test with a
calibrated portable
instrument
0.2 Lower NAL = 6.5
Upper NAL = 8.5
And any change greater than
0.5 units from natural
background
Turbidity (NTU)
Field test with a
calibrated portable
instrument
1 20 percent above natural
background
Temperature (°F)
Field test with a
calibrated portable
instrument
1 1 degree above natural
background
Dissolved oxygen
(mg/L)
Field test with a
calibrated portable
instrument
1 Must not be reduced below 7
mg/L
Total dissolved solids
(mg/L)
Field test with a
calibrated portable
instrument a
1 Greater than 100 mg/L
Specific conductance
(μΩ)
Field test with a
calibrated portable
instrument
0.1 Must not exceed 175 μΩ at 77
°F
aThe portable instrument must provide an estimate of the total dissolved solids.
SP-29
1/18/2023
Add to the end of section 13-3.01A:
This project's risk level is 2.
Add between the 4th and 5th paragraphs of section 13-3.01C(2)(a):
The following RWQCBs will review the authorized SWPPP:
1. 5S/Central Valley RWQCB
Replace the paragraphs in section 13-3.01D(2) with:
Discharges of stormwater from the job site must comply with the permit issued by the 5S/Central Valley RWQCB for National Pollutant Discharge Elimination System (NPDES) Permit (Order No. 2003-0005- DWQ), Permit No. CAS000004. The 5S/Central Valley RWQCB permit governs stormwater and nonstormwater discharges resulting from construction activities at the job site. The 5S/Central Valley RWQCB permit may be viewed at City of Roseville Publics Work Counter.
Prepare Storm Water Pollution Prevention Plan shall be paid for as a lump sum item. Payment shall be per Section 13-3.04 “Payment” of the State Standard Specifications, and no additional compensation will be allowed therefor.
Water Pollution Control shall be paid for as a lump sum item. Unless specified elsewhere as separate bid items, payment for Water Pollution Control shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in implementing and maintaining water pollution control measures complete in place, as shown on the Plans, as specified in the SWPPP and State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.
The payment quantity for temporary sediment control bid items paid for by the length is the length measured along the centerline of the installed material.
The payment quantity for temporary fiber roll does not include the additional quantity used for overlaps.
Full compensation per each for Temporary Drainage Inlet Protection, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in temporary drainage inlet protection, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per each for Temporary Construction Entrance, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in temporary construction entrance, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per each for Temporary Concrete Washout, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in temporary concrete washout, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Job Site Management shall be paid for as a lump sum item. Payment for Job Site Management shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in job site management, as specified in Section 13-4 of the State Standard Specifications, these Technical Specifications and no additional compensation will be allowed.
SP-30
1/18/2023
Replace section 13-12 with:
13-12 TEMPORARY CREEK DIVERSION SYSTEMS
13-12.01 GENERAL
13-12.01A Summary
Section 13-12 includes specifications for constructing, maintaining, reconstructing, and removing temporary creek diversion system (TCDS), and restoring creek bed to original condition. The temporary diversion system is used to divert upstream water flows to allow construction in a dry or dewatered location.
13-12.01B Definitions
Not Used
13-12.01C Submittals
Submit a certificate of compliance for:
1. Pump system
2. Pipe materials
3. Gravel
4. Plastic sheeting
5. Minor coffer dam materials
13-12.01C(1) Temporary Creek Diversion System Plan
Within 20 days of Contract approval, submit 3 copies of the Temporary Creek Diversion System Plan (TCDSP). The TCDSP must include:
1. Installation and removal process, including equipment, platforms for equipment, and access locations.
2. Anticipated flow rates.
3. Calculations supporting the sizing of piping, channels, pumps, or other conveyance by using FHWA HY-8 or other equivalent method. Calculate the discharge water flow rate and velocity anticipated where it discharges on any erodible surface, so its conveyance does not cause erosion within the project or at the discharge to the water body. Temporary culverts attached to banks, walls, or other locations must be designed to hold the full weight of the culvert at capacity and restrain the culvert for any expected hydraulic forces.
4. Plans showing locations of diversion, including layouts, cross sections, and elevations.
5. Materials proposed for use, including MSDS if applicable.
6. Operation and maintenance procedures for the TCDS.
7. Restoration plans showing before and after conditions, including photos of existing conditions for areas disturbed during the installation, operation, and removal of the TCDS.
8. Monitoring and reporting plan to ensure applicable water quality objectives are met. This includes schedule of work including Temporary BMP implementation as part of the Construction Site BMP strategy, and SWPPP or WPCP as applicable. Use with section 13-3.01A.
9. Details of the pumping system, if used, including power source, debris handling, fish screens, and monitoring requirements.
10. Fish passage plan, following the Caltrans Fish Passage Design for Road Crossings, CA Department of Fish and Wildlife (CDFW), CA Salmonid Stream Habitat Restoration Manual, and National Marine Fisheries Service (NMFS), Guidelines for Salmonid Passage at Stream Crossings, as required by the applicable PLACs.
11 The TCDS design must demonstrate how it will comply with section 13-12.03A, water tightness, and prevent seepage.
12. Contingency plan to remove workers, equipment, materials, fuels, and any other work items that will cause pollution or violation of PLACs during a rain event out of the flow area. Develop the contingency plan for when a 12-inch freeboard cannot be maintained and overtopping of the coffer dams may occur.
If revisions are required, the Engineer notifies you of the date when the review stopped and provides comments. Submit a revised TCDSP within 15 days of receiving the comments. The Department's review resumes when a complete TCDSP has been resubmitted.
SP-31
1/18/2023
Submit an electronic copy on a read-only CD, DVD, or other Engineer-authorized data storage device and 4 printed copies of the authorized TCDSP.
If the RWQCB or other regulatory agency requires review of the authorized TCDSP, the Engineer submits it to the RWQCB for review and comment. If the Engineer orders changes to the TCDSP based on the RWQCB's comments, submit a revised TCDSP within 10 days.
All submittals which include plans, specifications, and calculations must be sealed and signed by a civil engineer registered in the State.
13-12.01D Quality Assurance
Not Used
13-12.02 MATERIALS
13-12.02A Gravel
Gravel must:
1. Be river run gravel obtained from a river or creek bed with gradation of 100 percent passing a 3/4 inch sieve and 0% passing a 3/8 inch sieve
2. Be clean, hard, sound, durable, uniform in quality, and free of any detrimental quantity of soft, thin, elongated or laminated pieces, disintegrated material, organic matter, or other deleterious substances
3. Be composed entirely of particles that have no more than 1 fractured face
4. Have a cleanliness value of at least 85, as determined by California Test 227 13-12.02B Impermeable Plastic Membrane
Impermeable plastic membrane must be:
1. Single ply, commercial quality, polyethylene with a minimum thickness of 10 mils complying with ASTM D2103. You must use stronger plastic membrane if required as part of design to resist hydraulic forces.
2. Free of holes, punctures, tears or other defects that compromise the impermeability of the material.
3. Suitable for use as an impermeable membrane.
4. Resistant to UV light, retaining a minimum grab breaking load of 70 percent after 500 hours under ASTM D4355.
13-12.02C Gravel-Filled Bags
Gravel-filled bags must comply with section 13-5.02G.
The 2nd paragraph of section 13-5.02G does not apply.
13-12.02D Plastic Pipes
Plastic pipe must comply with section 61-3.01 and must:
1. Be clean, uncoated, in good condition free of rust, paint oil dirt or other residues that could potentially contribute to water pollution
2. Be adequately supported for planned loads
3. Use watertight joints under section 61-2.01.
4 Be made of a material or combination of materials that are suitable for clean water and which do not contain banned, hazardous or unlawful substances
5. For temporary pipes not reused on the project you may use the following materials:
5.1. PVC closed-profile wall pipe must comply with ASTM F1803
5.2. PVC solid wall pipe must comply with ASTM D3034, ASTM F679, AWWA C900, AWWA C905, or ASTM D2241 and cell class 12454 defined by ASTM D1784
5.3. HDPE solid wall pipe must comply with AASHTO M 326 and ASTM F714
5.4. Polyethylene large-diameter-profile wall sewer and drain pipe must comply with ASTM F894 13-12.02E Rock
Rock layer must comply with the table titled Rock Gradation for 7-inch-thick Layer in section 72-4.02.
SP-32
1/18/2023
13-12.02F Pumping System
Pumping system must:
1. Comply with section 74-2.02B
2. Be equipped with secondary containment
3. Be free of fuel and oil leaks
4. Meet intake screen regulatory requirements
13-12.02G Seepage Pumping System
If seepage occurs in the dewatered work area, the water must be removed by sump pumps as part of the TCDS.
Seepage pumping system must:
1. Comply with section 74-2.02B
2. Ensure discharge water conform with PLACs or is treated on site
3. Be free of fuel and oil leaks
13-12.02H Discharge Water Energy Dissipation and Erosion Control Energy dissipation measures:
1. May be plastic sheeting, flared end sections, rubber matting, or other materials appropriate for the design hydraulics
2. Must be anchored to prevent movement by expected flows
3. Must be removed when the TCDS is removed
13-12.03 CONSTRUCTION
13-12.03A General
Construction, use and removal of the TCDS is restricted to the time period from June 15 to October 15. If the work cannot be completed during the initial restricted time period, remove TCDS, restore the creek to original flow condition, and reconstruct the TCDS after June 14 of the following year. No work is allowed within the stream except during the restricted time period.
Do not use motorized equipment or vehicles in areas of flowing or standing water for the construction or removal of the TCDS in compliance with section 13-4.03.
Remove vegetation to ground level and clear away debris.
Place temporary or permanent fill as allowed by PLACs.
Place rock at outlet of diversion pipe under section 72-4.03, except motorized vehicles and equipment must not be used in areas of flowing or standing water.
Do not construct or reconstruct TCDS if the 72-hour forecasts predict a 50 percent or greater chance of rain in the project area.
Stop allwork and remove all material and equipment from the creek between upstream and downstream cofferdams if the 72-hour forecasts predict a 50 percent or greater chance of rain in the project area and the predicted rainfall is estimated to produce a flow rate exceeding the design capacity of the TCDS.
If the required freeboard cannot be maintained and overtopping may occur, implement contingency plan to remove all workers, equipment, and potential sources of pollution from the dry working area of the creek bed.
The TCDS must be constructed within the temporary impact footprint as described in the environmental commitments.
Lap and join joints between the edges of impermeable plastic membrane with commercial-quality waterproof tape with minimum 4-inch lapping at the edges.
Seal openings or penetrations through the impermeable plastic membrane with commercial quality waterproof tape.
SP-33
1/18/2023
The TCDS must be water tight to keep the work area dry for construction and prevent the creation of pollutants. Maintain all portions of the TCDS and fix leaks as soon as they are discovered. 13-12.03B Maintenance
Maintain the TCDS to provide a minimum freeboard of 12 inches between the water surface and the impermeable top of the cofferdams.
Do not discharge runoff from existing or proposed drainage systems into the dry work area between the cofferdams. Runoff from these systems may be connected to the diversion pipe or conveyed by pipes downstream of the cofferdam.
Prevent leaks in the TCDS. Provide seepage pumps as necessary and keep the work area dry to prevent the creation of sediment-laden water.
Repair holes, rips and voids in the impermeable plastic membrane with commercial-quality waterproof tape. Replace impermeable plastic membrane when patches or repairs compromise the impermeability of the material.
Repair TCDS within 24 hours after the damage occurs.
Prevent debris from entering the TCDS and receiving water.
Remove and immediately replace gravel, gravel-filled bags, impermeable plastic membrane, or plastic pipes contaminated by construction activities.
Remove sediment deposits and debris from the TCDS as needed. If removed sediment is deposited within project limits, it must be stabilized and not subject to erosion by wind or water, under sections 19-
1.01 and 19-2.03 B.
13-12.03C Removal
When no longer required, remove all components of TCDS. Return the creek bed and banks to the original condition.
Do not excavate the native creek material. Backfill ground disturbance, including holes and depressions caused by the installation and removal of the TCDS with gravel. Maintain the original line and grade of the creek bed.
13-12.04 PAYMENT
Full compensation for all work associated with temporary creek diversions are considered as included in the prices paid for the various contract items of work and no additional compensation will be allowed therefor.
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14 ENVIRONMENTAL STEWARDSHIP
Add to the end of section 14-1.02:
An ESA exists on this project.
Before starting job site activities, install temporary high visibility fence to protect the ESA and mark its boundaries.
Install signs 100 feet apart along the length and at the ends of the temporary high visibility fence identifying the area as an ESA. Place the top of each sign flush with the top of the fence.
The signs must:
1. Be weatherproof and fade-proof
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2. Be from 8-1/2 to 11 inches high and from 11 to 14 inches wide
3. Have the following message in black letters: “WARNING. THIS FENCE SHALL NOT BE REMOVED OR RELOCATED WITHOUT WRITTEN AUTHORIZATION FROM THE CITY OF ROSEVILLE.” The message must be legible from a distance of 20 feet by persons with 20/20 vision or vision corrected to 20/20.
The signs may be made of laminated printed paper attached to an inflexible weatherproof backer board.
Attach the signs to the temporary high visibility fence with tie wire or locking plastic fasteners.
Maintain the signs until Contract acceptance.
ESA signs must:
1. Be weatherproof and fade-proof
2. Be from 8-1/2 to 11 inches high and from 11 to 14 inches wide
3. Have a message that is legible from a distance of 20 feet by persons with 20/20 vision or vision corrected to 20/20
4. Be attached to the ESA barrier with tie wire or locking plastic fasteners The signs may be made of laminated printed paper attached to an inflexible weatherproof backer board.
Access to an ESA other than that described is prohibited.
Add to section 14-1.02
Temporary High Visibility Fence shall be measured per linear foot. Payment for Temporary High Visibility Fence shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing temporary high visibility fence, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.
Add to the 1st paragraph of section 14-6.03A:
This project is within or near habitat for the regulated species shown in the following table:
Regulated Species
X
Y
Z
This project includes the sensitive habitats shown in the following table:
Sensitive Habitats
Jurisdictional wetlands
Add to section 14-6.03A:
Contractor’s attention is directed to the requirements in the approved environmental document and permits for this project. All mitigation measures presented in the approved permits and environmental document must be implemented.
The following mitigation measures must be implemented:
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All project activities within the FEMA 100 year floodplain will only be allowed during the dry season (June 1 to October 15).
A qualified biologist(s), retained by the City, must conduct a pre-construction survey for ………………..
A United States Fish and Wildlife Service-approved biologist, retained by the City, must …………………
If any construction activities are scheduled to occur during the nesting season (February 15 through August 31), a pre-construction nesting bird survey must be conducted by a qualified biologist two weeks prior to construction to determine the presence/absence of nesting birds within the project area.
Before any activities begin on a project, a qualified biologist retained by the City must conduct a training session on………………..
Before any activities begin on a project, a United States Fish and Wildlife Service-approved biologist, retained by the City, must .
A qualified biologist must be present on site during initial ground disturbance. Construction activities must include use of methods and equipment that would provide the lowest level of noise and ground vibration impact such as alternative low noise pile installation methods. Newer equipment must be used, with improved muffling. All equipment must have the manufacturers’ recommended noise abatement measures such as mufflers, engine closures, and engine vibration isolators intact and operational. Likewise, all equipment must be inspected at periodic intervals to ensure proper maintenance and presence of noise control devices (e.g. mufflers and shrouding, etc.).
Species protection areas within the project limits are as specified in the following table:
Species Protection Areas
Identification name Location
Use the protocols for the corresponding regulated species shown in the following table:
Regulated species name Protocol
Comply with the following biological resource information requirements:
1. ________________________________________________________
2. ________________________________________________________
3. ________________________________________________________
7. Use to specify protection measures for species protection areas. Insert the nameWithin ______________________, implement the following protection measures:
1. ________________________________________________________
2. ________________________________________________________
3. ________________________________________________________ Monitor regulated species according to the schedule shown in the following table:
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Monitoring type Schedule
Full compensation for completing all work associated with all environmental and permitting requirements, including all mitigation measures is considered as included in the various bid items and no additional compensation will be allowed therefor.
Replace the 2nd paragraph of section 14-6.03B with:
The Department anticipates nesting or attempted nesting by migratory and nongame birds from _____ to _____.
Replace item 1 in the list in the 6th paragraph of section 14-6.03B with:
1. Stop all work within a 100-foot radius of the discovery except as shown in the following table:
Species Protective radius (feet)
Add to section 14-6.03C:
Regulated fish are anticipated adjacent to bridge no._____ _____. Implement the following protection measures:
1. Install exclusionary material, a cofferdam, or a combination of both
2. Provide a Contractor-supplied biologist to relocate the fish if relocation is allowed Relocate the regulated fish as soon as possible to a location with suitable habitat at least ______ feet ___________ of the work area.
Handle regulated fish to minimize stress by:
1. Keeping the fish in water to the maximum extent possible during relocation
2. Keeping the fish in cool, shaded, and aerated water while in captivity
3. Protecting the fish from excessive noise, handling, temperature variation, jostling, or overcrowding while in captivity
4. Removing the fish from water only when releasing them
5. Segregating young-of-year salmonids into separate containers from older salmonids and other aquatic predators
Exclusion material must be ___-inch stretched mesh.
Exclude fish from the work area in the following sequence:
1. Install exclusion materials and remove as many fish as possible
2. Install a cofferdam or water bypass
3. Gradually dewater the work area
4. Remove the remaining fish using one or a combination of seining, baited minnow traps, and dip net and hand removal
Maintain exclusion material and cofferdams such that regulated fish are prevented from entering the work area.
The pump screen's approach velocity must not exceed ___ feet per second.
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Replace the 2nd paragraph of section 14-8.02 with:
Noise from job site activities must not exceed 86 dBA Lmax at 50 feet from the job site from _____ p.m. to _____ a.m., except the following activities may exceed this noise restriction during the hours and on the days shown in the following table:
Noise Restriction Exceptions
Activity Hours Days
From To From Through
Do not operate construction equipment or run equipment engines from 7:00 p.m. to 7:00 a.m. or on Sundays at the job site except to:
1. Service traffic-control facilities
2. Service construction equipment
Add to section 14-8.02:
Replace the RSS for section 14-11.14 with:
14-11.14 TREATED WOOD WASTE
14-11.14A General
Section 14-11.14 applies if treated wood waste is shown on the Bid Item List.
Section 14-11.14 includes specifications for handling, storing, transporting, and disposing of treated wood waste. Manage treated wood waste under Health & Safety Code §25230 et seq.
Wood removed from roadside sign is treated wood waste.
14-11.14B Submittals
Within 5 business days of disposing of treated wood waste, submit as an informational submittal a copy of each completed shipping record and weight receipt.
14-11.14C Training
Provide training to personnel who handle or may come in contact with treated wood waste. Training must include:
1. Requirements of 8 CA Code of Regs
2. Procedures for identifying and segregating treated wood waste
3. Safe handling practices
4. Requirements of Health & Safety Code §25230 et seq
5. Proper disposal methods
Maintain training records for 3 years after contract acceptance. 14-11.14D Storage of Treated Wood Waste
Store treated wood waste at the jobsite until transport to the CA permitted disposal site.
Until disposal, store treated wood waste using the following methods:
1. Raise the waste on blocks above a foreseeable run-on elevation and protect it from precipitation for no more than 90 days.
2. Place the waste on a containment surface or pad protected from run-on and precipitation for no more than 180 days.
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3. Place the waste in water-resistant containers designed for shipping or solid waste collection for no more than 1 year.
4. Place the waste in a storage building as defined in Health & Safety Code §25230 et seq.
Prevent unauthorized access to treated wood waste using a secure enclosure such as a locked chainlink-fenced area or a lockable shipping container located within the job site.
Resize and segregate treated wood waste at a location where debris including sawdust and chips can be contained. Collect and manage the debris as treated wood waste.
Identify treated wood waste and accumulation areas using water-resistant labels that comply with Health & Safety Code §25230 et seq. Labels must include:
1. The words TREATED WOOD WASTE Do not burn or scavenge
2. The words Caltrans District and the district number
3. The words Construction Contract and the contract number
4. District office address
5. Engineer's name, address, and telephone number
6. Contractor's contact name, address, and telephone number
7. Date placed in storage
14-11.14E Transport and Disposal of Treated Wood Waste
Dispose of treated wood waste within:
1. 90 days of generation if stored on blocks
2. 180 days of generation if stored on a containment surface or pad
3. 1 year of generation if stored in a water-resistant container or within 90 days after the container is full, whichever is shorter
4. 1 year of generation if stored in a storage building as defined in Health & Safety Code §25230 et seq Before transporting treated wood waste, obtain agreement from the receiving facility that it will accept the waste. Protect shipments of the waste from loss and exposure to precipitation. For projects generating 10,000 lbs or more of treated wood waste, request a generator's EPA Identification Number from the Engineer at least 5 business days before the 1st shipment. Each shipment must be accompanied by a shipping record such as a bill of lading or invoice that includes:
1. The words Caltrans District and the district number
2. The words Construction Contract and the contract number
3. District office address
4. Engineer's name, address, and telephone number
5. Contractor's name, contact person, and telephone number
6. Receiving facility's name and address
7. Description of the waste (e.g., treated wood waste with preservative type if known or unknown/mixture)
8. Project location
9. Estimated weight or volume of the shipment
10. Date accumulation begins
11. Date of transport
12. Name of transporter
13. Date of receipt by the treated wood waste facility
14. Weight of shipment measured by the receiving facility
15. Generator's US EPA Identification Number for projects generating 10,000 lbs or more of treated wood waste
The shipping record must be 8-1/2 by 11 inches and a 4-part carbon or carbonless form to provide copies for the Engineer, transporter, and treated wood waste facility.
Transport treated wood waste directly to the CA permitted disposal site after leaving the jobsite. Do not mix treated wood waste from the job site with waste from any other generator.
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Dispose of treated wood waste at one of the following:
1. An approved California disposal site operating under a RWQCB permit that includes acceptance of treated wood waste
2. California disposal site operating under a DTSC permit that includes acceptance of treated wood waste
Full compensation for removal and disposal of treated wood waste is included in the various items of work to which it pertains, and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
15 EXISTING FACILITIES
Add to section 15-1.01 General:
The existing stone plaque located at the corner of Darling Way and Clinton Drive must be carefully removed, stored and reset in concrete at the location shown on the plan after confirmation of exact location has been provided by the Engineer.
Full compensation per each for Relocate Stone Plaque, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing, storing and placing stone plaque in new location, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Add to section 15-1.03B Removing Concrete:
Miscellaneous concrete, not identified on the plans, may occur within the project limits that may be in conflict with the proposed project improvements. Such concrete must be removed in accordance with Section 15 of the State Standard Specifications and is to be measured and paid for by the cubic yard.
Add to section 15-1.04 PAYMENT:
Full compensation per square yard for Remove Concrete Sidewalk, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete sidewalk, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per linear foot for Remove Concrete Curb and Gutter, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing concrete curb and gutter, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation for removal asphalt concrete dike is included in the price paid per cubic yard for roadway excavation, and no additional compensation will be allowed therefor and no additional compensation will be allowed therefor.
Full compensation per cubic yard for Remove Miscellaneous Concrete, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing miscellaneous concrete, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per linear foot for Remove Fence, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing fence of various types, including gates, as shown on the Plans, as specified in the State Standard Specifications, SP-40
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these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per each for Remove Swing Gate, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing swing gate, including footings, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Full compensation per each for Remove Street Light, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing street light, including footing to at least two feet below finished grade, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Adjust Pull Box to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing pull boxes. Such pull box adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.
Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Measurement of Adjust Pull Box to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Pull Box to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
Adjust Water Valve to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing water valves. Such water valve adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.
Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Measurement of Adjust Water Valve to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Water Valve to Grade shall include full compensation for all labor, materials, tools, incidentals, and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
Adjust Manhole to Grade
This item includes the finish grade adjustment and encasement in Portland Cement Concrete of existing manholes. Such manhole adjustments shall be constructed in accordance with the plans, the Standard Specifications and these special provisions, and as directed by the Engineer.
Any necessary location ties required to accurately locate items after paving are also included. All mis-cut pavement openings shall be completely reconstructed to match the new pavement in all respects.
Concrete is not an acceptable pavement replacement.
Measurement of Adjust Manhole to Grade will be the number of such items acceptably adjusted to grade.
The contract unit price paid per each for Adjust Manhole to Grade shall include full compensation for all labor, materials, tools, incidentals and equipment required to complete this item of the work, as shown on SP-41
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the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
Relocate Fire Hydrant
This item includes the relocation of the fire hydrant adjacent to Riverside Avenue. This work includes coordination with City EU and Fire Departments, removal of existing hydrant and footing and placement of hydrant in new location shown on the plans. All new connections, footings, pipes, valves and fittings are included in this work.
The contract unit price paid per each for Relocate Fire Hydrant shall include full compensation for all labor, materials, tools, incidentals, and equipment required to complete this item of the work, as shown on the plans, as specified in the Standard Specifications and these special provisions and as directed by the Engineer.
Existing Roadside Signs and Markers
Roadside signs shall be removed or relocated as shown on the plans and shall be measured and paid for per each.
Payment per each for Relocate Roadside Sign and Remove Roadside Sign Panel shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in relocating roadside sign and removing roadside sign panel, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Add to the end of section 15-1.03C:
At least 2 business days before hauling the material to the City of Roseville Corporation Yard notify the Engineer.
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16 TEMPORARY FACILITIES
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DIVISION III EARTHWORK AND LANDSCAPE
17 GENERAL
Replace section 17-2.04 Payment:
Full compensation for all work associated with Clearing and Grubbing, including all tree trimming, is considered as included in the lump sum price paid for Clearing and Grubbing and no additional compensation will be allowed therefor.
Trees smaller than 6” diameter are considered as general clearing and grubbing and will not be paid for separately. Logs, stumps and downed trees are considered as general clearing and grubbing. Trees with diameter 6 inches or greater are shown to be removed on the plans. Tree removal is measured per each tree removed. Prior to removal, all trees must be marked, measured and confirmed with the Engineer.
The number and size of oak trees removed must be documented prior to removal, for mitigation purposes.
Full compensation per each for Remove Tree, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in remove tree, including SP-42
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stump removal, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
18 DUST PALLIATIVES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
19 EARTHWORK
Replace the 2nd, 3rd, and 4th paragraphs of section 19-2.03B with:
Dispose of surplus material. Ensure enough material is available to complete the embankments before disposing of it.
Full compensation per cubic yard for Roadway Excavation, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in roadway excavation, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Add between the 8th and 9th paragraphs of section 19-2.03G:
Roughen embankment slopes to receive erosion control materials by either track-walking or rolling with a sheepsfoot roller. Track-walk slopes by running track-mounted equipment perpendicular to the slope contours.
Add to the end of section 19-3.02E:
Slurry cement backfill may contain returned plastic concrete.
Slurry cement backfill containing returned plastic concrete must comply with the specifications for concrete containing returned plastic concrete.
Add to section 19-3.04:
Pervious backfill material placed within the limits of payment for bridges is paid for as structure backfill (bridge). Pervious backfill material placed within the limits of payment for retaining walls is paid for as structure backfill (retaining wall).
For the subgrade in all areas to receive structural improvements, including engineered fill and structure foundations, the exposed subgrade in fill areas should be processed and compacted as follows:
Scarify the subgrade to a depth of approximately 8 inches. Moisture condition subgrade soil to at least optimum moisture content and compact it to a minimum 90% relative compaction.
The relative compaction should be at least 95% in the upper 6-inches beneath the pavement areas or where approach fills are thicker than 5 ft.
Any unstable or yielding subgrade must be brought to the attention of the Engineer. The Engineer will confirm the following:
unstable material will be excavated to stable native material and replaced with engineered fill, or SP-43
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if stable material does not exist within 18 inches of subgrade, over excavate 18 inches, place a subgrade enhancement geotextile (Caltrans Class B3), and compact Caltrans Class 2 Aggregate Base (AB) in accordance with this section back to subgrade level.
Contractor’s attention is directed to existing site conditions along the south side of Linda Creek in the vicinity of the Sunrise Avenue Bridge. Existing Rock Slope Protection (RSP) occurs along the southern side of the creek. This RSP will require removal and replacement for the excavation and construction of the Sunrise Bridge connection and retaining walls and trail between approximate Sta 92+00 and Sta 97+00. Where removal of the RSP is required for the construction of the retaining wall, full compensation for removal of RSP in conflict, cleaning of the RSP and re-placement of the RSP to return the slope to its original condition, is included in the price paid for structural excavation and no additional payment is made therefor. If existing RSP is required to be removed elsewhere within the project limits, such removal is considered as roadway excavation and no separate payment will be made therefor.
Contractor is notified that miscellaneous building rubble is known to occur within the supporting roadbed on Riverside Avenue and adjacent to Riverside Avenue in the vicinity of the proposed restroom and gravel parking lot. Should such material be encountered during excavation, Contractor must notify the Engineer and a decision will be made regarding removal and backfill with suitable material.
Add to section 19-6:
On-site soil may be used for fill provided it is free of concentrations of debris, vegetation, any deleterious materials, and has a maximum particle size of 3 inches.
Fill should be placed in maximum 8-inch lifts, moisture conditioned to at least optimum, and compacted to a minimum 90% relative compaction. The relative compaction should be at least 95% in the upper 6-inches beneath the pavement areas and where approach fills are thicker than 5 ft.
q
Replace the 3rd and 4th paragraphs in section 19-6.02B with:
The backfill must comply with the gradation requirements shown in the following table:
Sieve size Percentage
passing
1-1/2" 100
3/4" 75-100
No. 4 20-100
No. 40 0-60
No. 200 0-50
The backfill must comply with the quality characteristics shown in the following table:
Quality
characteristics
Test method Requirement
Plasticity index
(max)
California Test 204 20
pH California Test 643 5-9
For slopes steeper than 2H:1V and as steep as 1.5H:1V, the slopes should be reinforced with geogrid per Section 96 of Caltrans Standard Specifications and as follows:
Primary Reinforcement – Place reinforcement uniaxial geogrid (e.g., Tensar UX1100 or equivalent) along the outer 11 ft of the reconstructed section with a 2-foot vertical spacing. A minimum long-term design strength (LTDS) of 1,450 lbs/ft for the geogrid reinforcement is recommended.
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Secondary Reinforcement – Place reinforcement biaxial geogrid along the outer 4 ft of the reconstructed section, between the primary reinforcement layers, for surficial reinforcement. A minimum LTDS of 450 lbs/ft for the geogrid reinforcement is recommended.
Full compensation per cubic yard for Geosynthetic Reinforced Embankment, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing geosynthetic reinforced embankment, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
Add to section 19-7.02C:
Imported borrow placed within 4 feet of the finished grade must have an R-value of at least 30.
Process the imported borrow to comply with the grading requirements.
Strip materials that adversely affect the imported borrow properties.
Import fill should be granular soil, be free of organic material and debris, have an Expansion Index (per ASTM D 4829) of less than 50, an R-value greater than 30, and conform to the following gradation:
Sieve Size Percentage Passing
3-inch 100
No. 4 35 -100
No. 30 20 -100
No. 200 10 - 45
Full compensation per cubic yard for Imported Borrow, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in imported borrow, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
20 LANDSCAPE
20-1 LANDSCAPE AND IRRIGATION IMPROVEMENTS
GENERAL
The work consists of:
1. Planting of new trees and shrubs at the Riverside Ave trailhead per the project plans
2. New irrigation for the new landscaping proposed at the Riverside Ave trailhead per the project plans SP-45
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Contractor is directed to Section 15 “Existing facilities” section of the State Standard Specifications for rerouting existing irrigation lines, sprinkler heads, and landscaping and repair any that would be damaged with the installation of the fence.
Any necessary planting shall conform to the provisions in Section 20, “Landscape,” of the State Standard Specifications. Work consists of planting trees and plants as shown on plans.
Plant materials shall meet or exceed the American Nurserymen Association standards, as specified in the current edition of American Standard for Nursery Stock published by the American Association of Nurserymen, Inc. Provide plant materials in accordance with applicable California Agricultural Codes.
Trees and plants shall be guaranteed to be in good, healthy, and flourishing condition of active growth at the end of two growing years from the date of final acceptance by the Engineer of the planting work.
Plants shall be vigorous and of normal habit of growth and shall be free of girdling roots, disease, insects, insect eggs and larvae. Trees shall have straight trunks with the leader intact, unless otherwise specified.
All abrasions and cuts shall be completely callused over. Plants shall be of standard size for container and species, unless specified otherwise in the plans. Any undersized material shall be rejected. The heights of plants and of branching shall be measured where the branches are in normal positions. Plants shall not be pruned prior to delivery, except upon special approval.
Irrigation shall conform to the provisions in Section 20-10, “Existing Landscape,” of the State Standard Specifications, as amended by the latest version of the Revised Standard Specifications.
Prior to beginning any work adjacent to an existing irrigation system, the Contractor will coordinate with the Engineer and the property owner to test the irrigation system in the presence of the Engineer and the owner, in order to determine the limits and condition of the system. Note any existing deficiencies and outline proposed modifications necessary to permit construction of the proposed project improvements. Provide this information to the Engineer and the property owner prior to making any modifications to the system.
During construction, protect the irrigation systems to remain in place. Cap, relocate, and modify irrigation system as necessary to provide a working system that completely irrigates the existing landscaping similar to pre-project conditions. Schedule and test the system in the presence of the Engineer and the property owner.
It is the intention of this section of the Specifications, together with the plans, to accomplish the work of installing an irrigation and water supply system, which will operate efficiently and provide full coverage.
The plans indicate the general arrangement of piping and equipment, but do not necessarily indicate all offsets, fittings, and accessories that may be required. The Contractor shall furnish any incidental materials and labor not specifically called for but required to complete the work intended.
MEASUREMENT AND PAYMENT
Tree planting shall be measured on a per unit (EA) basis. Shrub, grasses and groundcover plantings and paid for on a square foot (SF) basis and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing the new trees and shrubs complete in place, as shown on the Plans, as specified in the State Standard Construction Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.
Irrigation shall be measured and paid for on a lump sum (LS) basis and shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in installing the irrigation equipment for the new landscaping within the trailhead, testing and repairing the irrigation system complete in place, as shown on the Plans, as specified in the State Standard Construction Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.
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20-2 ONE-YEAR MAINTENANCE FOR LANDSCAPE ESTABLISHMENT
General
Work in this section includes the growing and maintenance operations necessary to establish the planting as installed per the project plans
Note that final acceptance and completion of the project will not occur until the end of the 1-year landscape maintenance period
Submittals
Soil Testing: Contractor shall collect 4 one-quart samples in the proposed planting areas and submit to Soil and Plant Laboratory of Santa Clara, (408) 727 0330, for maintenance period fertilizer recommendations. Test results shall be made available to the City’s Representative. Sample shall be a representative composite taken from several planting areas. Cost of soil test shall be paid for by the Contractor.
Materials
Fertilizer: Used during the course of the maintenance period shall be determined by soils test required under Part 1 of this Section. For bidding purposes only, assume the use of blood and bone meal, fishmeal, kelp or compost tea. Available from Lyngso Garden Materials, www.lyngsogarden.com.
Water: During the course of construction period water shall be paid for by the Contractor.
Herbicide: Herbicide shall NOT be used. use Integrated Pest Management for weed control as well as measures described on following page.
Execution
Time Limits: The maintenance period shall commence from the date of substantial completion as defined below, and extend for a 2-year period thereafter, or until the acceptance of Final Completion, whichever is longer.
Fertilizer Application: Fertilizer(s) shall be applied per Soil and Plant Laboratory recommendations. For bidding purposes, assume initial application to be four weeks after planting and subsequent applications to be at 45-day intervals.
Herbicide Application: Herbicide shall NOT be used. All planting areas shall be kept weed free by nonherbicide methods during this time period.
Weed Management:
Identify key weeds: Contractor will identify key weeds present and design weed manage program to target those species.
Invasive plants: Invasive plant species may have been included in the plantings inadvertently.
Seedlings and/or suckers from those plants shall be removed by the Contractor. Refer to www.bayfriendly.org or www.cal-ipc.org for a list of invasive species. Remove all invasive plants not planted intentionally as noted in the Section below
Controls: Cultural/Mechanical/physical methods will be used as the first choice in weed management. 1) Monitor planting areas frequently to identify and eradicate weeds early in the growth stage prior to their setting seed.
2) Cut or pull weeds using hand operated equipment where possible. 3) Mulches shall be maintained at all times over soil surface that is not covered by vegetation.
SP-47
1/18/2023
Basic Requirements: All planting and rocked areas shall be kept weed-free during the maintenance period. Contractor shall mow the hydroseeded areas 2-3 times per growing season (mid-February – June 1st). All pest and disease control shall be the Contractor’s responsibility. Settlement of soil and plants and soil erosion shall be repaired and areas replanted as required. No chemicals or herbicides nor gasdriven blower backpacks shall be used in the City of Roseville per the City’s environmental policies.
Final Review: Contractor shall request a final review of the project at least five days in advance of the proposed date. Failure to request this notice shall automatically extend the date of completion. The maintenance period will continue until project is deemed complete.
Measurement and Payment
One year maintenance for landscape establishment shall be measured and paid for on a lump sum (LS) basis and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in maintaining the new trees and shrubs, as shown on the Plans, as specified in the State Standard Construction Specifications, these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. 20-3 TRAIL SIGNAGE
General
Work shall consist of the furnishing and installation of signs and wayfinding signs and related work along the trail corridor.
Signs shall be fabricated and furnished in accordance with details shown on the plans, the Traffic Sign Specifications, and these special provisions.
Quality Control: The requirements of "Quality Control for Signs" in this section shall not apply to construction area signs.
No later than 14 days before sign fabrication, the Contractor shall submit a written copy of the quality control plan for signs to the City’s Representative for review. The City’s Representative will have 10 days to review the quality control plan. Sign fabrication shall not begin until the City’s Representative approves the Contractor's quality control plan in writing. The Contractor shall submit to the City’s Representative at least 3 copies of the approved quality control plan. The quality control plan shall include, but not be limited to the following requirements:
1. Identification of the party responsible for quality control of signs,
2. Basis of acceptance for incoming raw materials at the fabrication facility,
3. Type, method and frequency of quality control testing at the fabrication facility,
4. List (by manufacturer and product name) of process colors, protective overlay film, retroreflective sheeting and black non reflective film,
5. Recommended cleaning procedure for each product, and
6. Method of packaging, transport and storage for signs.
Temporary or permanent signs shall be free from blemishes that may affect the serviceability and detract from the general sign color and appearance when viewing during daytime and nighttime from a distance of 25 feet. The face of each finished sign shall be uniform, flat, smooth, and free of defects, scratches, wrinkles, gel, hard spots, streaks, extrusion marks, and air bubbles. The front, back, and edges of the sign panels shall be free of router chatter marks, burns, sharp edges, loose rivets, delaminated skins, excessive adhesive over spray and aluminum marks.
Inspection: The City’s Representative will inspect signs at the Contractor's facility and delivery location, and in accordance with Section 6, "Control of Materials," of the Standard Specifications. The City’s Representative will inspect signs for damage and defects before and after installation.
Repairing sign panels will not be allowed except when approved by the City’s Representative.
When requested, the Contractor shall provide the City’s Representative test samples of signs and materials used at various stages of production. Sign samples shall be 12" x 12" in size with applied background, letter or numeral, and border strip.
SP-48
1/18/2023
Execution
Signs shall be stored in dry environment at all times. Signs shall not rest directly on the ground or become wet during storage. Signs, whether stored indoor or outdoor, shall be free standing. In areas of high heat and humidity signs shall be stored in enclosed climate controlled trailers or containers. Signs shall be stored indoor if duration of the storage will exceed 30 days.
Screen processed signs shall be protected, transported and stored as recommended by the manufacturer of the retroreflective sheeting.
Measurement and Payment
All work under this section shall be paid for by a per unit (EA) basis for signage and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved in signage, and related incidental work.
20-4 SITE FURNISHINGS
General
Work shall consist of furnishing and installation of all site furnishings, including but not necessarily limited to, benches seating, trash/recycling receptacles, bike racks, pet waste bag dispenser, and exercise equipment as shown on the plans.
Related work specified elsewhere: PCC Multi-Use Bicycle Path and Miscellaneous Concrete Construction.
Submittals: Submit catalog information for items:
1. Benches
2. Trash/Recycling Receptacles
3. Pet Waste Bag Dispenser
4. Bike Racks
5. Exercise Equipment
Materials
Trash/Recycling Receptacles shall be the solid dome top. 32 gallon size with receptacle, surface mounted. Urbanscape “FG Style” or approved equal. Miracle Play Group: 916.317.0545 Pet Waste Dispenser shall be Dogipot of approved equal
Exercise Equipment shall be Greenfields Outdoor Fitness. https://gfoutdoorfitness.com/. 888.315.9037 Measurement and Payment
Site furnishings shall be measured and paid for on a per unit (EA) basis and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing site furnishings complete in place, as shown on the Plans and these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. 20-5 Decomposed Granite
Decomposed granite shall comply with the requirements specified in Section 20-5.03D, “Decomposed Granite,” of the State standard specifications.
Measurement and Payment
SP-49
1/18/2023
Where decomposed granite is paid for by volume, the payment quantity is determined from the dimensions shown on the plans.
Decomposed granite shall be measured and paid for by cubic yard and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved constructing decomposed granite, as shown on the Plans and these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. 20-6 PREFABRICATED RESTROOM
Work shall consist of furnishing and installation of a prefabricated restroom at the location shown on the plans. The restroom shall be Standard Comfort Station #2 Master Plan per the City of Roseville Parks, Recreation, and Libraries Department. The standard drawings and specifications are attached as Appendix X to these specifications.
Measurement and Payment
Prefabricated restroom shall be measured and paid for as a lump sum item and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing the prefabricated restroom complete in place, including footings, pads and concrete pad in front of doors, as shown on the Plans and these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed.
All work within the footprint of the restroom are included as part of the lump sum price paid for Prefabricated Restroom. Ramps leading up to the restroom are paid for as PCC Sidewalk. Electrical conduit and conductors from the point source and water lines and sewer lines are paid for separately. 20-7 MISCELLANEOUS UTILITIES FOR TRAILHEAD AND RESTROOM Work shall consist of furnishing and installation water and irrigation valves, meters, and backflow preventer assembly as shown on the plans and in accordance with City Department of Environmental Utilities (EU) standards. Connections to existing City sewer and potable water systems within Riverside Avenue must be coordinated with EU.
All sewer and water pipes for restroom, shall be in accordance with EU standards.
All electrical conduit and conductors for restroom, shall be in accordance with Roseville Electric standards.
Measurement and Payment
Water Tee Connection to Water Main shall be measured and paid for as each and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in coordinating and making tee connection, including any testing and flushing, as shown on the Plans, as specified by City standards and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Water and Irrigation Valves, Meters and Backflow Preventer Assembly shall be measured and paid for as Lump Sum and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in coordinating and installing these facilities, including any testing and flushing, as shown on the Plans, as specified by City standards and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Sewer Pipe, of the size and type indicated on the plans and in the bid items list, shall be measured and paid for per linear foot shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in coordinating and installing sewer pipe to serve the restroom, including any testing, as shown on the Plans, as specified by City standards and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Water Pipe, of the size and type indicated on the plans and in the bid items list, shall be measured and paid for per linear foot shall include full compensation for furnishing all the labor, materials, tools, SP-50
1/18/2023
equipment, incidentals and for doing all the work involved in coordinating and installing water pipe to serve the restroom, including any testing, as shown on the Plans, as specified by City standards and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Electrical Conduit and Conductors, of the size and type indicated on the plans and in the bid items list, shall be measured and paid for per linear foot shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in coordinating and installing electrical conduit and conductors to serve the restroom, including any testing, as shown on the Plans, as specified by City standards and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
21 EROSION CONTROL
Erosion control, including rolled erosion control product (RECP), hydromulch, hydroseeding and compost shall conform to the requirements in Section 21-2, “Erosion Control Work” of the State Standard Specifications.
Payment shall be per Section 21-2.04, “Payment”. However, payment for hydromulch, hydroseed, RECP and compost is for the duration of the contract, irrespective of the number of move in/move outs there are or number of applications needed.
Synthetic erosion control mat, shall be placed at the locations shown on the plans and as directed by the Engineer. Synthetic erosion control mat, includes placement of the mat, backfill and hydroseeding, and shall be installed per the manufacturers recommendations.
Synthetic erosion control mat shall be ARMORMAX 75 EC Type B1 or approved equal.
Full compensation per square foot for Synthetic Erosion Control Mat, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing synthetic erosion control mat, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
22 FINISHING ROADWAY
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION IV SUBBASES AND BASES
23 GENERAL
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
24 STABILIZED SOILS
SP-51
1/18/2023
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
25 AGGREGATE SUBBASES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
26 AGGREGATE BASES
Add to the list in the 1st paragraph of section 26-1.02A:
6. Processed glass
Add to section 26-1.03A:
Place AB with processed glass only where the material is to be permanently covered.
Add to section 26-1.04 PAYMENT
Where aggregate base is paid for by volume, the payment quantity is determined from the dimensions shown on the plans.
Full compensation per cubic yard for Aggregate Base (Class 2), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing aggregate base, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
27 CEMENT TREATED BASES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
28 CONCRETE BASES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
29 TREATED PERMEABLE BASES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
30 RECLAIMED PAVEMENT
SP-52
1/18/2023
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
31–35 RESERVED
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION V SURFACINGS AND PAVEMENTS
36 GENERAL
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
37 BITUMINOUS SEALS
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
38 RESERVED
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
39 ASPHALT CONCRETE
Add to section 39-2.01A with:
Asphalt concrete pavement shall be Hot Mix Asphalt (Type A) and conform to the applicable provisions in Section 71, “Streets” of the City of Roseville’s Construction Standards and Section 39 of the State Standard Specifications.
In addition to the requirements specified in this section of the State Standard Specifications, the following shall apply: The cost for grading and compaction of existing aggregate base material, where shown on the plans, profiles, and cross sections, shall be included within the price paid for placement of Hot Mix Asphalt (Type A).
Aggregate gradation for HMA for trail paving shall be ½” max.
Replace section 39-2.01C(3)(c) with:
39-2.01C(3)(c) Prime Coat
Apply a slow-setting asphaltic emulsion as a prime coat to AB areas designated by the Engineer and at a spread rate from 0.15 to 0.40 gal/sq yd. Do not apply more prime coat than can be absorbed completely by the AB in 24 hours.
You may modify the prime coat application rates if authorized.
Close areas receiving prime coat to traffic. Do not allow tracking the prime coat onto pavement surfaces beyond the job site.
SP-53
1/18/2023
Replace Reserved in section 39-2.02B(3) with:
The grade of asphalt binder for Type A HMA must be PG 64-10.
For Type A HMA using RAP substitution of greater than 15 percent of the aggregate blend, the virgin binder grade must comply with the PG binder grade specified above with 6 degrees C reduction in the upper and lower temperature classification.
For Type A HMA using RAP substitution of 15 percent or less of the aggregate blend, the grade of the virgin binder must comply with the PG binder grade specified above.
Add to section 39-2.02D Payment
Full compensation per ton for Hot Mix Asphalt (Type A), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing hot mix asphalt, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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40 CONCRETE PAVEMENT
Contractor’s attention is directed to the Final Geotechnical Design Report (Crawford Associates, April 2021). Concrete for bike trail shall conform to the requirements in Section 40-1, “General” of the State Standard Specifications.
The pavement design is for trail use only and is not meant to accommodate use by full construction equipment and construction traffic.
The minimum concrete compressive strength shall be 4,000 psi at 28-days. The width of the PCC pavement (bike trail) varies at specific locations. The contractor shall submit a control joint plan for approval by the Engineer. It is anticipated that the control joint spacing for a 10 ft trail will not exceed 10 ft.
Add to section 40-1.04 Payment
Where PCC pavement (bike trail) is paid for by volume, the payment quantity is determined from the dimensions shown on the plans.
Full compensation per cubic yard for PCC Pavement (Bike Trail), shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in constructing PCC pavement for the bike trail, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor.
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41 EXISTING CONCRETE PAVEMENT
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
SP-54
1/18/2023
42 GROOVE AND GRIND CONCRETE
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
43–44 RESERVED
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VI STRUCTURES
45 GENERAL
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
46 GROUND ANCHORS AND SOIL NAILS
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
47 EARTH RETAINING SYSTEMS
Add to section 47-2.01A:
You may use an alternative earth retaining system for the mechanically stabilized embankment at truss bridge abutments. The alternative system must comply with section 47-6.
Add to section 47-6.01A:
The alternative earth retaining system must be one of the systems shown in the following table:
SP-55
1/18/2023
SP-56
1/18/2023
Proprietary earth
retaining system Website/e-mail Address Telephone no.
Welded Wire Wall
(Steel mesh soil
reinforcement with
welded wire mesh
facing.)
http://www.hilfiker.com HILFIKER RETAINING WALLS
1902 HILFIKER LN
EUREKA CA 95503-5711
(707) 443-5093
(800) 762-8962
Reinforced Earth –
5 ft cruciform
(Steel strap soil
reinforcement with
5 ft cruciform
concrete face
panels.)
https://www.reinforcedearth.com THE REINFORCED EARTH
COMPANY
23161 MILL CREEK DR
STE 315
LAGUNA HILLS CA 92653-
7907
(949) 427-3601
Reinforced Earth –
5 ft square
(Steel strap soil
reinforcement with
5 ft square
concrete face
panels.)
https://www.reinforcedearth.com THE REINFORCED EARTH
COMPANY
23161 MILL CREEK DR
STE 315
LAGUNA HILLS CA 92653-
7907
(949) 427-3601
Retained Earth
(Steel mesh soil
reinforcement with
5 ft square
concrete face
panels.)
https://www.reinforcedearth.com THE REINFORCED EARTH
COMPANY
23161 MILL CREEK DR
STE 315
LAGUNA HILLS CA 92653-
7907
(949) 427-3601
MSE Plus – 5 ft
square
(Steel mesh soil
reinforcement with
5 ft square
concrete face
panels.)
http://www.mseplus.com SSL
4740 SCOTTS VALLEY DR
STE E
SCOTTS VALLEY CA 95066-
4240
(831) 430-9300
MSE Plus – 5 by 6
ft
(Steel mesh soil
reinforcement with
5 ft high by 6 ft
wide concrete face
panels.)
http://www.mseplus.com SSL
4740 SCOTTS VALLEY DR
STE E
SCOTTS VALLEY CA 95066-
4240
(831) 430-9300
ARES – 9 by 5 ft
(Geogrid soil
reinforcement with
9 ft wide by 5 ft
high concrete face
panels.)
http://www.tensarcorp.com TENSAR INTERNATIONAL
CORPORATION
2500 NORTHWINDS PKWY
STE 500
ALPHARETTA GA 30009-2247
(770) 344-2090
Landmark
Retaining Wall
System
(Geogrid soil
reinforcement with
modular concrete
block facing at a 4
degree batter or
vertical.)
http://www.anchorwall.com
[email protected]
ANCHOR WALL SYSTEMS
INC
10714 POPLAR AVE
FONTANA CA 92337-7333
(925) 459-4972
(844) 495-8210
SP-57
1/18/2023
KeySystem 1
(Steel wire grid
soil reinforcement
with a modular
concrete block
facing.)
http://www.keystonewalls.com KEYSTONE RETAINING WALL
SYSTEMS
4444 W 78TH ST
MINNEAPOLIS MN 55435-
5406
(952) 897-1040
Verdura
Segmental
Retaining Wall
System
(Geogrid soil
reinforcement with
modular concrete
block facing at a
14 degree finished
slope face.)
https://www.soilretention.com SOIL RETENTION
PRODUCTS
2501 STATE ST
CARLSBAD CA 92008-1624
(800) 346-7995
Mesa Retaining
Wall System
(Geogrid soil
reinforcement with
modular concrete
block facing at a 4
degree batter or
vertical.)
https://www.tensarcorp.com TENSAR INTERNATIONAL
CORPORATION
2500 NORTHWINDS PKWY
STE 500
ALPHARETTA GA 30009-2247
(770) 344-2090
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48 TEMPORARY STRUCTURES
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
49 PILING
SP-58
1/18/2023
Add to section 49-1.03:
Expect difficult pile installation due to the conditions shown in the following table:
Pile location
Bridge no. Support location Conditions
All All
Expect variable drilling conditions in all pile
excavations due to the presence of very dense
and very hard soils. Variable drilling conditions
may include alternating between soft and hard
drilling techniques.
Soldier Pile
Walls All
Expect variable drilling conditions in all pile
excavations due to the presence of very dense
and very hard soils. Variable drilling conditions
may include alternating between soft and hard
drilling techniques.
Add to section 49-3.02A(1):
Permanent steel casings are not allowed.
Temporary casings shall have a diameter at least 8” greater than the CIDH pile. Temporary casings may not extend below the pile tip elevation.
Add to section 49-3.02B(6)(c):
The synthetic slurry must be one of the materials shown in the following table:
Material Manufacturer
SlurryPro CDP KB INTERNATIONAL LLC
735 BOARD ST STE 209
CHATTANOOGA TN 37402
(423) 266-6964
Super Mud PDS CO INC
105 W SHARP ST
EL DORADO AR 71731
(870) 863-5707
Shore Pac GCV CETCO CONSTRUCTION DRILLING PRODUCTS
2870 FORBS AVE
HOFFMAN ESTATES IL 60192
(800) 527-9948
Terragel or Novagel
Polymer
GEO-TECH SERVICES LLC
220 N. ZAPATA HWY STE 11A-449A
LAREDO TX 78043
(210) 259-6386
BIG FOOT MATRIX CONSTRUCTION PRODUCTS
50 S MAIN ST STE 200
NAPERVILLE IL 60540
(877) 591-3137
POLY-BORE BAROID INDUSTRIAL DRILLING PRODUCTS
3000 N SAM HOUSTON PKWY EAST
HOUSTON TX 77032
(877) 379-7412
Use synthetic slurries in compliance with the manufacturer's instructions. Synthetic slurries shown in the above table may not be appropriate for a given job site.
Synthetic slurries must comply with the Department's requirements for synthetic slurries to be included in the above table. The requirements are available from:
SP-59
1/18/2023
Offices of Structure Design
P.O. Box 168041
MS# 9-4/11G
Sacramento, CA 95816-8041
SlurryPro CDP synthetic slurry must comply with the requirements shown in the following table:
SlurryPro CDP
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) ≤ 67.0a
Before final cleaning and immediately
before placing concrete (pcf)
≤ 64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 50–120 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
≤ 70
pH Glass electrode pH meter
or pH paper
6.0–11.5
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
Super Mud synthetic slurry must comply with the requirements shown in the following table:
Super Mud
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) ≤ 64.0a
Before final cleaning and immediately
before placing concrete (pcf)
≤ 64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 32–60 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
≤ 60
pH Glass electrode pH meter
or pH paper
8.0–10.0
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
SP-60
1/18/2023
Shore Pac GCV synthetic slurry must comply with the requirements shown in the following table:
Shore Pac GCV
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) ≤ 64.0a
Before final cleaning and immediately
before placing concrete (pcf)
≤ 64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 33–74 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
≤ 57
pH Glass electrode pH meter
or pH paper
8.0–11.0
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
Terragel or Novagel Polymer synthetic slurry must comply with the requirements shown in the following table:
Terragel or Novagel Polymer
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) ≤ 67.0a
Before final cleaning and immediately
before placing concrete (pcf)
≤ 64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 45–104 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
≤ 104
pH Glass electrode pH meter
or pH paper
6.0–11.5
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
SP-61
1/18/2023
BIG-FOOT synthetic slurry must comply with the requirements shown in the following table:
BIG-FOOT
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) ≤ 64.0a
Before final cleaning and immediately
before placing concrete (pcf)
≤ 64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 30–125 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
55-114
pH Glass electrode pH meter
or pH paper
8.5–10.5
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
POLY-BORE synthetic slurry must comply with the requirements shown in the following table:
POLY-BORE
Quality characteristic Test method Requirement
Density Mud weight (density),
API RP 13B-1,
section 4
During drilling (pcf) 62.8-65.8a
Before final cleaning and immediately
before placing concrete (pcf)
62.8-64.0a
Viscosity Marsh funnel and cup.
During drilling (sec/qt) 50–80 API RP 13B-1, section 6.2 Before final cleaning and immediately
before placing concrete (sec/qt)
50-80
pH Glass electrode pH meter
or pH paper
7.0–10.0
Sand content, percent by volume Sand,
Before final cleaning and immediately API RP 13B-1, section 9 before placing concrete (%)
≤ 1.0
NOTE: Slurry temperature must be at least 40 °F when tested. aIf authorized, you may use slurry in a salt water environment. The allowable density of slurry in a salt water environment may be increased by 2 pcf.
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50 PRESTRESSING CONCRETE
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51 CONCRETE STRUCTURES
Aggregate for all concrete at bridges must be the 1-inch combined aggregate gradation complying with section 90.
Add to the RSS for section 51-1.02D:
RSC used to construct closure pour of Darling Way Bridge must have a minimum specified compressive strength of 4000 psi at the age of break.
Add to section 51-1.02B:
Concrete for concrete bridge deck at the prefabricated truss must contain polymer fibers. Each cubic yard of concrete must contain at least 1 pound of microfibers and at least 3 pounds of macrofibers.
Concrete for concrete bridge deck at the prefabricated trusses must contain a shrinkage reducing chemical admixture. Each cubic yard of concrete must contain at least 3/4 gallon of a shrinkage reducing admixture. If you use the maximum dosage rate shown on the Authorized Material List for the shrinkage reducing admixture, your submitted shrinkage test data does not need to meet the shrinkage limitation specified.
Replace the 2nd paragraph of section 51-1.03H with:
Finish the concrete surface of the prefabricated truss deck under section 73-3.03.
Cure the top surface of the prefabricated truss bridge decks by (1) misting and (2) the water method using a curing medium under section 90-1.03B(2). After strike off, immediately and continuously mist the deck with an atomizing nozzle that forms a mist and not a spray. Continue misting until the curing medium has been placed and the application of water for the water method has started. At the end of the curing period, remove the curing medium and apply curing compound on the top surface of the bridge deck during the same work shift under section 90-1.03B(3). The curing compound must be curing compound no. 1.
Add to section 51-1.03G Concrete Surface Textures:
Architectural treatment/surface texture must be constructed on specific retaining walls and other locations shown on the plans. Layout of design must be reviewed and approved by the Engineer prior to pouring concrete.
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52 REINFORCEMENT
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Payment per pound for Bar Reinforcing Steel (Drainage Structures) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing bar reinforcing steel in drainage structures, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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53 SHOTCRETE
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54 WATERPROOFING
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55 STEEL STRUCTURES
Add to section 55:
FURNISH PREFABRICATED MODULAR STEEL TRUSS BRIDGE
A. GENERAL REQUIREMENTS
Design, fabricate, and deliver to the job site, ready for installation, the shop-assembled, modular steel bridge, complete with electrical conduit for lighting, lighting, guardrail and hand rail systems (if applicable), and architectural features. The bridge will be shop primed and painted as shown on the project plans.
Dimensions -
See the project plans for the required bridge dimensions and configuration. Include seat dimensions on the shop drawings. Coordinate the bearing locations and sizes with the constructed abutments and piers.
If cross-sectional member dimensions are provided on the plans, consider those to be the maximum sizes allowable.
Provide a Pratt Truss with plumb vertical members. The bridge shall utilize an H-Section configuration where the ends of the floor beams are welded only to the interior face of the verticals. The distance from the top of deck to the bottom of the bottom chord shall be as shown on the bid drawings.
The vertical truss shall use a single-diagonal, Pratt configuration, where all of the diagonals are in tension. The number of bays must be even. "X" crossing diagonals are not allowed.
The maximum distance from the deck profile grade to the bottom chord shall match that shown on the drawings and shall not vary more than 6" across the bridge length.
The number of bays and the dimension of the panel points shall be determined by the Fabricator.
However, at no time shall the panel point dimension be a distance which will cause the diagonals to be at an angle shallower than 35 degrees with the bottom chord.
The bridge shall be designed to fit the concrete pier and abutment geometry and profile shown on the drawings. The effects of construction tolerances shall be accounted for in the design of the prefabricated pedestrian bridge. Any abutment or pier redesign required to accommodate the Contractor’s selected prefabricated pedestrian bridge shall be at the Contractor’s expense. Coordinate the location of anchor bolts with the Fabricator and the Engineer prior to constructing the abutments. Special attention shall be given to the anchor bolt setting so that the fabricated bridge will fit the slotted holes of the bearings.
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Camber the bridge so as not to exceed the maximum distance from the profile grade to the bottom chord provided above. The top of the deck shall be at the same elevation at each end of the bridge.
Assembly - Deliver the steel bridge superstructure in one piece where possible. Bolt-together and welded designs may be acceptable.
Handling - Provide each bridge module with a minimum of four or more integral lifting lugs to facilitate safe handling and placement of the bridge module.
Bridge Installation - Provide a comprehensive installation plan that includes manufacturer-recommended handling, placement, fit-up and seating procedures. Coordinate the offloading of the bridge at the construction site, assembly of the modular pieces, and approach work necessary for delivery and installation of the bridge.
B. FABRICATOR REQUIREMENTS
Fabricate the modular bridge in an AISC (American Institute of Steel Construction) shop approved as a Certified Bridge Fabricator - Advanced (Major) also holding a Sophisticated Paint Endorsement.
The Fabricator must have as a direct employee, an engineer who is experienced in bridge design to perform all engineering related tasks and designs (Bridge Fabricator Design Professional). The Bridge Fabricator Design Professional must have a minimum of 10 years experience in bridge design and be a currently licensed civil or structural engineer in the State of California.
C. TECHNICAL SPECIFICATIONS
Other Applicable Reference Codes, Specifications and Standards:
1. AISC, Steel Construction Manual, Latest Edition
2. American Welding Society, Structural Welding Code, D1.1, Latest Edition
3. AASHTO "LRFD Bridge Design Specifications", Latest Edition and the Caltrans Amendments.
Caltrans Fracture Critical Requirements are excluded.
Fabrication - Use square structural steel tubing for all members of the vertical trusses (top and bottom chords, verticals, and diagonals).
Structural Steel For Coated Surfaces - Use ASTM A709 Grade 50 or ASTM A500 Grade B or C for all painted structural steel.
Structural Decking - Design and provide a stay-in-place galvanized steel deck form suitable for placing a concrete deck on the assembled bridge. The steel decking shall be galvanized. The deck shall have a positive connection to the modular bridge sections, either through welding or bolting each deck panel to the support beams. Side dams shall be integrally welded to the decking. The side dams should extend at least 3.5 inches above the top of the deck.
System Hardware - Include bearing plates, PTFE surfaces, elastomeric bearing pads, joint seals, anchor bolts, and all assembly bolts.
Certification and Traceability of Materials - Furnish certified mill test results when requested for all materials. Charpy V-notch impact test results for main steel supports must be available for review.
Flooring - Utilize an "H" section configuration for the floor systems wherein the floor beams are placed inside the trusses and attached to the truss verticals.
D. WORKING DRAWINGS & COMPUTATIONS
Design - Design the bridge superstructure in accordance with the latest edition of the AASHTO LRFD Guide Specification for the Design of Pedestrian Bridges, and the AASHTO LRFD Bridge Design Specifications.
Deflection limits due to the occasional vehicular loads need not be considered. The vertical deflection of the bridge due to the unfactored pedestrian live loading shall not exceed 1/400 of the span length. The SP-65
1/18/2023
horizontal deflection of the bridge under unfactored lateral wind loading shall not exceed 1/360 of the span length.
Vibrations - Vibration of the structure shall not cause discomfort or concern to pedestrians. The fundamental frequency of the bridge in the vertical direction, without live load, shall be greater than 3.0 hertz (Hz). The fundamental frequency of the pedestrian bridge in the lateral direction, shall be greater than 1.3 Hz. If the fundamental frequency cannot satisfy these limitation, the bridge shall be proportioned such that either of the following criteria are satisfied (see Section 6 of the AASHTO LRFD Guide Specifications for the Design of Pedestrian Bridges, December 2009):
1. The fundamental frequency is greater than or equal to 2.86 multiplied by the natural log of 180 divided by the weight of the supported structure, including only dead load (measured in kips)
2. The weight of the supported structure, including only dead load (measured in kips) is greater than or equal to the product of 180 and e raised to the negative 0.35 times the fundamental frequency.
Provide engineering drawings in 11x17-inch format. Drawings must be unique drawings, prepared to illustrate the specific bridge being fabricated. All relative design information such as member size, span lengths between bearing points, height of handrails and safety rails, bearing assembly details, anchor bolt locations, concrete deck reinforcement, design data, materials data, dead and live load bearing reactions, ASTM material specifications, and dimensions necessary to fabricate and required welding must be clearly shown on the drawings. Drawings must have cross referenced details and sheet numbers. All drawings must be stamped, signed and dated by the Bridge Fabricator Design Professional. Include Design Notes on the shop plans listing the codes and standards used.
All members of the bridge shall be designated as "Main Members" or "Secondary Members". Show the bridge reactions from all load cases on the drawings.
Structural calculations for the design of the bridge superstructure must be prepared and submitted for review. Calculations must include complete design, analysis and code checks for the controlling member(s), connectivity and support conditions, critical connection failure modes, truss stability checks, deck design, deflection checks, bearings and all splices/connections. The calculations must be neat, page numbered and indexed.
Verify that the diameter and grade of anchor rods shown on the contract plans is adequate. All anchor rods shall be stainless steel and cast-in-place.
The Contractor must allow in the schedule 15 working days for the Engineer's initial review of each Submittal and 5 working days for each review of necessary corrections or revisions. The Fabricator must not begin fabrication of the bridge until the drawings and calculations are approved.
Installation drawings and instructions shall be provided with each bridge to provide aid and guidance in the handling, fit-up, and bolting together of the bridge system according to the manufacturers recommendations.
E. MATERIALS AND WORKMANSHIP
Provide welder qualifications.
All materials used in the fabrication of the superstructure, frame, deck, handrails, and guardrails shall be new and conform to the standards and quality for this type of fabrication and best engineering practices.
Material Certifications shall be available for review for all materials within the bridge. Traceability of heat numbers is required for all steel. Specific mill test reports and individual welder certificates shall be tracked and kept on file to be provided at the request of the Engineer.
Documentation showing the performance of all critical quality checks shall be made available for review by the Engineer.
F. ACCEPTANCE OF BRIDGE
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Acceptance of the structure will occur after it has been fabricated, delivered, and erected in place in accordance with the specifications contained herein, and after all required certifications have been furnished.
G. DELIVERY
The bridge supplier shall fabricate and deliver the bridge, complete with all elements described in this section, to the bridge installation site after coordination with the bridge installer.
Provide notice of delivery 30 days prior to the anticipated delivery date. The bridge should not be delivered on a Friday, a weekend, or a holiday.
H. STEEL CONNECTIONS
Field welding is not allowed for structural connections.
Bolting - Per the Standard Specifications.
Design slip-critical bolted connections for a Class A surface condition. Bearing type connections are permitted only for joints subjected to axial compression or on bracing members.
Tubular Steel Connections - Open-ended tubing is not acceptable. Cap and fully seal tubular members before field sections are bolted together. Shop fit all field splices. Fully seal all tubes at time of fabrication.
Bolt field sections together using splice plates. Avoid through-bolted field sections where possible. When through bolting is necessary, stiffen the tubular section to ensure the shape of the tubular section is retained after final bolting.
I. WELDING
All welding shall be completed to D1.1 specifications by certified welders meeting requirements and qualifications tests of the American Welding Society. All welds shall conform to specifications of the American Welding Society.
Filler metal shall be in accordance with the applicable AWS Filler Metal Specification, and shall match the corrosion properties of the base metal. In addition, the following minimum nondestructive weld testing shall be performed by an independent agency paid for by the Fabricator:
1. All welds are to be visually inspected.
2. Ten percent of all fillet welds shall be magnetic particle tested.
3. All full penetration welds of chords shall be ultrasonically or radiographically tested.
4. Bottom chord welded tube splices for tube thicknesses less than 3/8-inches thick shall be radiographically tested or covered with fillet welded splice plates with non-intersecting welds which develop 75% of the spliced member strength.
5. Submit a written testing report upon completion of bridge fabrication.
Certified Weld Inspector:
The Fabricator shall employ a Certified Weld Inspector (CWI) that is qualified under the AWS QC1 program to inspect the bridge. This inspection shall include as a minimum requirement the following:
review of shop drawings, weld procedures, welder qualifications and weld testing reports, visual inspection of welds and verification of overall dimensions and geometry of the bridge. The CWI shall be present during the complete fabrication of the bridge. A report shall be produced indicating the above items were reviewed and that the bridge was fabricated in accordance with these specifications and the approved design drawings. The report shall be signed by the CWI, signifying compliance with AWS D1.1 codes.
Non-Destructive Testing:
All welds within the structure, shall be visually inspected for conformance to size, under cut, profile and finish.
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All shop splices of main truss members shall be magnetic particle tested.
Welders:
1. Special attention shall be given to developing sufficient weld throats on tubular members. Fillet weld details shall be in accordance with AWS D1.1, Section 3.9 (See AWS Figure 3.2). Unless determined otherwise by testing, the loss factor “Z” for heel welds shall be in accordance with AWS Table
2.8. Fillet welds which run onto the radius of a tube shall be built up to obtain the full throat thickness. The maximum root openings of fillet welds shall not exceed 3/16” in conformance with AWS D1.1, Section
5.22. Weld size or effective throat dimensions shall be increased in accordance with this same section when applicable (i.e. fit-up gaps> 1/16”).
2. The Fabricator shall have verified that the throat thickness of partial joint penetration groove welds (primarily matched edge welds or the flare-bevel-groove welds on underhung floor beams) shall be obtainable with their fit-up and weld procedures. Matched edge welds shall be “flushed” out when required to obtain the full throat or branch member wall thickness
3. For full penetration butt welds of tubular members, the backing material shall be fabricated prior to installation in the tube so as to be continuous around the full tube perimeter, including corners.
Backing may be of four types:
a. A “box” welded up from four (4) plates.
b. Two “channel” sections, bent to fit the inside radius of the tube, welded together with full penetration welds.
c. A smaller tube section which slides inside the spliced tube. d. A solid plate cut to fit the inside radius of the tube.
4. Corners of the “box” backing, made from four plates, shall be welded and ground to match the inside corner radii of the chords. The solid plate option shall require a weep hole either in the chord wall above the “high side” of the plate or in the plate itself. In all types of backing, the minimum fit-up tolerances for backing must be maintained at the corners of the tubes as well as across the “flats”.
Shop Splices:
1. Shop splices for main truss members shall be full penetration welds all around the perimeter of the member. These shop splices shall be performed using a full perimeter backing plate. After welding of the shop splices, the weld shall be ground smooth to match the perimeter of the member. Not grinding of this weld shall not be permitted, and will be grounds for rejection of the bridge upon delivery.
J. BOLTED SPLICES
For shipping purposes, each truss may be fabricated in up to three sections lengthwise. Sections shall be field assembled using bolted connections. No field welding of members shall be allowed.
The chord members of the bridge shall be bolted such that all faces of the member are bolted. This is to provide equal force distribution around the perimeter of the member. Bolting in only two faces of an HSS is not allowed. Bolted splices on chords shall be designed and fabricated such that the head of the bolt is the only item exposed. No through bolting of chords is allowed.
The diagonals and brace diagonals shall be bolted utilizing a through-bolt system with plates on the exterior faces of the members. An internal stiffening plate is required to keep the member from crushing during the bolt tightening process.
Field splices shall be fully bolted slip critical connections, utilizing direct tension indicators.
K. RAILINGS
All railings shall have a smooth inside surface with no protrusions or depressions. All ends of angles, bars and tubes shall be closed and ground smooth.
L. ATTACHMENTS
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Safety Mesh - mesh shall be placed on the inside of the structure, spaced so as to prevent a 4” sphere from passing through. The mesh shall be attached to frames which are in turn attached to the truss.
Kick plate - provide a 4" high kick plate attached to the deck.
Expansion Joint Support - The Bridge Fabricator shall provide a welded bar support for the expansion joint. The Bridge Fabricator shall coordinate the final bridge length with the prime contractor so that the abutment backwalls are cast in the proper position to achieve the gaps shown on the bid drawings.
M. BRIDGE BEARINGS
The Fixed Bearings shall be a steel plate placed on a ¼” thick neoprene pad with a durometer of 60. The Expansion Bearings shall have an upper stainless steel slide plate and a lower Teflon plate.
Expansion Bearings shall be placed on a ¼” thick neoprene pad with a durometer of 60. The Teflon shall be virgin PTFE resin tested per ASTM D4894 or D4895 and reinforcing agents including milled glass fibers. The stainless steel shall be no less than 20-gage A240 Type 304 having a surface finish of less than 20 microinches RMS. Size shall be per loads and anticipated movements determined by the bridge manufacturer.
Both expansion and fixed bearings shall have slotted holes that accommodate the expected thermal movements shown on the bid drawings. Fixed bearings shall have the nuts of the anchor rods tight, whereas the Expansion bearings shall have the nuts of the anchor rods finger tight to allow for movement under thermal expansion and contraction. The free ends nuts shall be secured with a lock nut tightened against the lower nut. At the Bridge Fabricator's discretion, a preformed fabric reinforced elastomeric pad made be used in lieu of the neoprene pad.
O. WARRANTY
The bridge manufacturer shall warrant the bridge to be free of design, material, and workmanship defects for 10 years after the delivery date. Written warranty shall be delivered to the Engineer prior to final acceptance of the bridge.
P. PAYMENT
The lump sum contract price paid for furnish steel truss shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing, fabricating and delivering steel truss to the job site, ready for erection, including furnishing all bolts, nuts and washers, stud connectors, welding materials, asbestos sheet packing, preformed fabric pads and elastomeric bearing pads, PTFE bearings, or other materials required for the erection and connection or splicing of the structural steel; galvanizing the structural steel when galvanizing is required by the specifications or plans; and conforming to the qualification and testing requirements associated with member fabrication; as shown on the plans, as specified in these specifications and the special provisions, and as directed by the Engineer.
The furnishing of all steel trusses involved in bridge work will be paid for at the contract lump sum price for furnish steel truss.
ERECT PREFABRICATED MODULAR STEEL TRUSS BRIDGE
Create erection plan, coordinate timing, dimensions, and weights with bridge fabricator, complete any additional assembly, and erect bridge into required temporary and final position.
Delivery shall be made via truck to the site. Determining the length of bridge section which can be delivered is the responsibility of the Contractor, and shall be communicated to the Bridge Fabricator prior to the bid date.
Submit the erection plan showing:
1. Proposed erection sequence for the bridge including all proposed crane setups, locations, boom angles, swing radii and actual lift weights.
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2. Attachment points to the truss piece(s) for the lifts as well as anticipated lifting
3. Equipment required such as slings and shackles.
4. Details for removal of temporary supports once they are no longer needed.
5. Plan for protecting the creek.
The erection plans, and any supporting calculations must be stamped, signed and dated by an engineer licensed in California.
The lump sum contract price paid for Erect Steel Truss shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in erecting the steel truss, complete in place, including connecting and splicing the structural steel; installing stud connectors; preformed fabric pads and elastomeric bearing pads; PTFE bearings, furnishing and applying caulk; furnishing and placing mortar for masonry or bearing plates and anchor bolts; checking bolt tension; and conforming to qualification and testing requirements associated with member erection, connection or splicing; as shown on the plans, as specified in these specifications and the special provisions, and as directed by the Engineer.
The erecting of all steel trusses involved in bridge work will be paid for at the contract lump sum price for erect steel truss.
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56 OVERHEAD SIGN STRUCTURES, STANDARDS, AND POLES
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57 WOOD AND PLASTIC LUMBER STRUCTURES
Add to section 57-2.01A General:
Existing bridge deck for the Tina Way Bridge must be removed and replaced per the details shown on the plans.
Contractor must submit a work plan for approval by the Engineer, at least 14 days prior to work commencing in this location. The work plan must be in compliance with all applicable permits and must show how the existing asphalt concrete surfacing and timbers to be removed will be removed. The bridge spans the Cirby Creek Greenway and all materials removed from the bridge shall become the property of the Contractor and must be removed outside the greenway area. Within the OHWM, Contractor must take necessary measures to prevent any material from entering Cirby Creek.
Add to section 57-2.01A (3) Submittals:
Work Plan
Add to section 57-2.01B Materials:
57-1.02 A General.
Timber decking must be Black Locust or approved equal and must meet the following supplier’s requirements:
A. GRADE MARKS:
1. Grading will follow the National Hardwood Lumber Association (NHLA) rules.
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2. Provide Selects and better.
3. Provide NHLA qualified lumber grader at the site to stamp members that are not mill stamped.
B. DELIVERY, STORAGE, AND HANDLING:
1. Deliver materials to the site in an undamaged condition.
2. Store lumber and plywood at the site under cover or otherwise protected against exposure to weather, raised above the ground and out of contact with other damp or wet surfaces. Stack lumber and provide for air circulation within and around the stacks and under temporary coverings.
3. Lumber will be allowed to acclimate to the site for a minimum of one week before it is rigidly attached.
C. LUMBER:
1. Sizes indicated are nominal; provide actual sizes in accordance with PS 20-94. Provide dressed lumber, S4S.
2. Use domestically-grown heartwood. Sapwood will not be permitted
3. Air dried or kiln dried schedule T5-A3 to a moisture content of 12%.
D. HARDWARE:
1. Use only Stainless Steel hardware.
Add to section 57-2.01D Payment:
Full compensation for preparing work plan, removing existing decking, complying with all permitting requirements and placing new decking timbers for Tina Way Bridge is included in the lump sum contract price paid for Tina Way Bridge Deck Replacement and no additional compensation will be allowed therefor.
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58 SOUND WALLS
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59 STRUCTURAL STEEL COATINGS
Add to section 59-2.01A(1):
Clean and paint the new prefabricated truss steel bridge with an epoxy coating system.
Replace section 59-1.01B with:
59-1.01B(2) Definitions
DFT: Dry film thickness.
Conform to PDCA Glossary for interpretation of terms used in this Section except as modified below.
Exposed Surfaces: Surfaces of products, assemblies, and components visible after final installation.
Includes internal surfaces visible when operable doors, panels or drawers are open, and surfaces visible behind registers, grilles, or louvers.
Concealed Surfaces: Surfaces permanently hidden from view in finished construction and which are only visible after removal or disassembly of part or entire product or assembly.
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Inaccessible Spaces: Spaces not intended for human use.
Sheen: Degree of luster as measured with specular gloss meter in accordance with ASTM D523:
Flat: 85 degree meter Below 15
Eggshell: 60 degree meter 5 to 20
Satin: 60 degree meter 15 to 35
Semi-gloss: 60 degree meter 30 to 65
Gloss: 60 degree meter 65 to 80
High Gloss: 60 degree meter Over 80
59-1.01B(3) System Requirements
Testing Requirements: Test according to following methods.
Abrasion: ASTM D4060.
Adhesion: ASTM D3359, D4541.
Humidity: ASTM D4585.
Salt Spray (Fog): ASTM B117.
Solids Content by Volume: ASTM D2832.
Surface Burning Characteristics: ASTM E84.
Application Requirements: Apply scheduled coatings to exposed surfaces of items scheduled and otherwise indicated unless specifically noted otherwise.
Interface with Adjacent Systems:
1. Test compatibility of existing coatings, including shop applied primers and previously applied coatings, by applying specified coating to small, inconspicuous area.
2. If coating lifts or blisters existing coating, apply barrier or tie coat as instructed by coating manufacturer.
3. If no compatible barrier or tie coat exists, remove existing coating completely and apply coating system as specified for new work.
Replace section 59-1.01C with:
59-1.01C Submittals
Product Data:
1. Submit product data including label analysis for each product proposed for use.
2. Specifically include percent solids-by-volume, volatile organic compound (VOC) content g/L, and lead content (percent of weight of dried film).
3. Schedule:
a. List each material proposed for use. Cross-reference to specific coating system and substrate application.
b. Identify each material by manufacturer's catalog number, product name, and generic classification.
Coating System Samples:
1. Prepare samples of each coating system scheduled on actual substrate materials proposed for use.
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2. Provide sample for each top coat color selected.
3. Step back each coat at least one inch to show bare substrate and each coat in system buildup.
4. Minimum sample size of 4 by 8 inches.
5. Label each sample to indicate materials, color, sheen, DFT of each coat applied, and total system DFT.
Submit following Informational Submittals:
1. Test Reports: Indicate compliance with specified performance requirements.
2. Certifications specified in Quality Assurance article.
3. Qualification Data: Manufacturer's and applicator's qualification data.
4. Manufacturer's Instructions: Include mixing, thinning, and curing requirements; application temperature ranges; and required surface preparation.
Closeout Submittals:
1. Warranty: Submit specified warranty.
Add to section 59-1.01D:
59-1.01D(2) Additional Quality Assurance
Single Source Responsibility: Provide products of single manufacturer for use in each coating system.
Do not mix products of different manufacturers without approval of City Engineer and manufacturers involved.
Manufacturer Qualifications: Company specializing in manufacturing products specified in this Section with minimum 5 years documented experience.
Applicator Qualifications: Company specializing in application of coatings scheduled with 3 years documented experience; licensed or approved by coating manufacturer.
Regulatory Requirements:
1. Comply with CPSC 16 CFR 1303 and other applicable federal, state, and local regulations limiting lead content of coatings to be applied.
Certifications:
1. Submit certification from manufacturer that materials furnished for use on this Project meet or exceed specified requirements and comply with applicable federal, state, and local requirements regarding lead and VOC content.
Add section 59-1.01E:
59-1.01E Field Samples
Sample Installation: Duplicate finishes of approved coating system samples on surfaces selected by City Engineer.
Provide full-coat finish on at least 100 square feet of surface until required color, sheen, and texture are obtained. Simulate finished lighting conditions for review of in-place work.
Request review by City Engineer of first finished room, space, or item for each coating system for color, texture, quality, and workmanship.
Add section 59-1.01F:
59-1.01F Pre-Installation Conference
Schedule meeting prior to purchasing materials for field samples.
Agenda: Include items to be coated, preparation procedures, and methods of application.
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Add section 59-1.01G:
59-1.01G Delivery, Storage, and Handling
Deliver products to site in manufacturer's sealed and labeled containers; inspect to verify compliance with specified requirements.
Label containers to indicate manufacturer's name, product name and type of coating, brand code or stock number, date of manufacture, coverage, surface preparation, drying time, cleanup, color designation, and instructions for mixing and reducing.
Store coating materials in tightly covered containers in well ventilated area at ambient temperatures of 45 degrees F minimum and 90 degrees F maximum, unless required otherwise by manufacturer. Maintain containers in clean condition, free of harmful materials and residue with labels in legible condition.
Take precautionary measures to prevent fire hazards and spontaneous combustion.
Add section 59-1.01H:
59-1.01H Warranty
Warrant against defects in material and workmanship for 5 years.
Repair or replace defects occurring during warranty period.
Defects include but are not limited to holidays, wrinkling, pinholes, crazing and cracking, loss of adhesion to substrate, deficient thickness, improper materials and workmanship.
Replace section 59-1.02C with:
59-1.02C Coatings
Coatings:
1. Furnish coatings with uniform, homogeneous mixture.
2. Provide cured coating free of streaks and sags, and yielding specified finish. a. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing 1 or more benzene rings).
Coating and Primer Maximum Product Emissions Limits: Top coat and primer interior paints must meet or not exceed the VOC (Volatile Organic Compounds) limits of the current requirements of Green Seal Standards GS-11 - Paints in the building. GS-11 VOC limits for interior paints are as follows. Interior refers to all building construction that is inside of the exterior weatherproofing material:
1. Interior, Non-flats: 150 grams per liter of product minus water
2. Interior, Flats: 50 grams per liter of product minus water Paint Maximum Product Emissions Limits: Top coat and primer interior paints must meet or not exceed the VOC (Volatile Organic Compounds) limits of the current requirements of Green Seal Standards GS-11 - Paints in the building, and Cal-GREEN Table 5.504.4.3 for VOC Content Limits for Architectural Coatings.
Cal-GREEN Requirements for typical high-performance coatings:
1. Primers, Sealers, and Undercoaters: 100 grams per liter of product minus water
2. Industrial Maintenance Coatings: 250 grams per liter of product minus water
3. Non-flats: 100 grams per liter of product minus water
4. Non-flat High Gloss: 150 grams per liter of product minus water.
Replace section 59-1.03B with:
59-1.03B Project Conditions
Coating may not be applied at the project site. The bridge fabricator will shop coat the steel trusses, floor beams, bearings, architectural steel, and all other elements before delivery to the site.
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Environmental Conditions: Comply with more restrictive conditions under which coatings may be applied; following requirements or manufacturer's requirements.
1. Provide continuous ventilation during application of coatings to exhaust hazardous fumes.
2. Provide heating necessary to maintain surface and ambient temperatures within specified limits.
3. Maintain temperature and humidity conditions for minimum 24 hours before, during, and 48 hours after application of finishes.
4. Do not permit wide variations in ambient temperatures which might result in condensation on freshly coated surfaces.
5. Provide illumination of not less than 80 foot-candles measured mid height at substrate surface during application of coatings.
6. Apply coatings only when ambient and surface temperatures are between 55 degrees F and 90 degrees F.
7. Do not apply coatings under following conditions:
a. When surfaces are damp and wet.
b. During snow, rain, fog, and mist.
c. When relative humidity is less than 20 percent or exceeds 85 percent. d. When temperature is less than 5 degrees F above dew point. e. When dust may be generated before coatings have dried. f. In direct sunlight.
g. When wind velocity is above 20 mph.
8. Application of coatings may continue during inclement weather provided work areas and surfaces to be coated are enclosed and specified environmental conditions are maintained.
Delete section 59-2.01A(4)(d)(ii)
Replace section 59-2.01B with:
59-2.01B(1) Materials
PRIMERS AND STEEL TOP COATS
A. Type P1 - Organic Zinc-Rich Primers
1. Acceptable Manufacturers and Products:
a. Tnemec Company, Inc.: 94H2O Hydro-Zinc.
b. Carboline Company, Carbozinc 859 VOC,
c. ZRC Products Company, Quincy, MA., ZRC Zero-VOC Galvanizing Compound.
2. Physical Requirements:
a. Solids content by volume: 63 percent minimum.
b. Metallic zinc content: 83 percent minimum.
c. VOC Content (Unthinned): Less than 100 g/L
B. Catalyzed Epoxy
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1. Description: Shop epoxy primer for metal
2. Acceptable Manufacturers and Products:
a. Tnemec Company, Inc.: Series L69 Epoxoline II.
b. Carboline Company: Carboguard 890 VOC.
3. Physical requirements:
a. Solids Content by Volume: 90 percent minimum.
b. Sheen: Flat.
c. VOC Content (Unthinned): Less than 100 g/L
POLYURETHANE COATINGS
A. Type U1 - High Build Polyurethane Coatings:
1. Acceptable Manufacturers and Products:
a. Tnemec Company, Inc.: Series 750 UVX
b. Carboline Company: Carbothane 133 MC,
2. Properties:
a. Sheen: Semi-Gloss
b. Solids by Volume: 72 +/- 2 percent.
c. VOC: 99 grams/litre
3. Performance Criteria:
a. Abrasion: ASTM D4060, (CS-17 Wheel, 1,000 grams load. No less than 129 mg loss after 1,000 cycles.
b. Adhesion: ASTM D4541 (Type II). No less than 1,633 psi (11.25 MPa) pull. c. Cleanability: MIL-PRF-85285C Section 4.6.13. No less than 84% cleaning efficiency.
d. Hardness: ASTM D 3363. No gouging or scratching with a HB or less pencil. e. Humidity: ASTM D4585. No blistering, cracking, rusting or delamination of film after 2,000 hours exposure.
f. Salt Spray (Fog): ASTM B117. No blistering, cracking, rusting or delamination of film. No more than 3/16 inch rust creepage at scribe after 2,500 hours exposure.
ACCESSORY MATERIALS
A. Cleaners:
1. General: Mildewcide, TSP (tri-sodium phosphate), acidic-detergent, zinc sulfate, sodium metasilicate, and solvents:
2. Commercially available.
3. Non-damaging to surface being cleaned
4. Complying with PDCA Specification Manual.
5. Acceptable to coating manufacturer.
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B. Metal Conditioner: Proprietary phosphoric acid based, etching type solution; acceptable to coating manufacturer.
C. Rust Inhibitor:
1. Water containing 0.32 percent by weight of sodium nitrite and 1.28 percent by weight of secondary ammonium phosphate (dibasic).
2. Water containing 0.2 percent by weight of chromic acid, sodium chromate, sodium dichromate, or potassium dichromate.
D. Spackling compound, putty, fillers, liquid de-glosser, patching plaster, thinners, and materials not indicated but required to achieve finishes. Compatible with coating system and acceptable to coating manufacturer.
E. Do not use products of different manufacturers in combination, unless approved by each manufacturer of products involved.
Delete section 59-2.01C(2)
Replace section 59-2.01C(4) with:
59-2.01C(4) Painting
COATINGS SCHEDULE
Color and Sheen: Refer to color schedule.
Prime Coat: P1 Zinc Rich Primer, DFT 3 mil.
Intermediate Coat: P2 Epoxy, DFT 4 mil.
Top Coat: U1 Polyurethane, DFT 5 mil.
Total DFT: 12 mil.
COLOR SCHEDULE
A. Refer to color schedule on Drawings.
MIXING
A. Use factory prepared colors matching approved samples. Site tinting will not be permitted.
B. Thoroughly mix and stir coating components before use to ensure homogeneous dispersion of ingredients. Prior to application, blend multiple containers of same material and color by pouring from one container to another several times to ensure uniform consistency, color, and smoothness.
C. Mix in clean pails of material recommended by manufacturer to avoid contamination.
D. Mix only enough of multi-part coatings to allow application within pot life of mixture.
E. Remove film which may form on surface of material in containers and strain material before using. Stir frequently during use to maintain pigments in suspension. Do not stir film into material.
F. Apply coatings of consistency instructed by manufacturer.
G. Thinning:
1. Provide thinners approved by coating manufacturer.
2. Add thinners within manufacturer recommended limits.
EXAMINATION
A. Examine conditions and proceed with work when substrates are ready.
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B. Measure moisture content of surfaces using recently calibrated electronic moisture meter. Do not apply coatings if moisture content of surfaces exceeds lesser of percentages listed below or those required by coating manufacturer. If excess moisture content exists and cannot be reduced, obtain written approval of coating manufacturer before application of coatings.
PREPARATION
A. Protect completed construction from damage. Furnish drop cloths, shields, and protective methods to prevent spray, splatter or droppings from disfiguring other surfaces.
B. Remove surface hardware, mechanical diffusers, escutcheons, registers, electrical plates, light fixture trim, fittings, fastenings and similar items prior to preparing surfaces for finishing. Provide surfaceapplied protective masking for non-removable items. Carefully store removed items for reinstallation.
C. Remove mildew by scrubbing with mildewcide. Rinse thoroughly with clean water.
D. Before beginning application of coatings, ensure surfaces are clean, dry, and free of dirt, dust, rust, and rust scale, oil, grease, mold, mildew, algae, efflorescence, release agents and other harmful materials which could adversely affect coating adhesion and finished appearance.
APPLICATION
A. General:
1. Coat surfaces specified, scheduled, illustrated, and otherwise identified unless specifically noted otherwise.
2. Apply coatings of type, color, and sheen as scheduled.
3. Apply products in accordance with manufacturer's instructions. Use application materials, equipment, and techniques as instructed by coating manufacturer and best suited for substrate and type of material being applied.
4. Do not apply finishes to surfaces that are improperly prepared.
5. Quantify of coats specified are minimum quantify acceptable.
6. Apply coating systems to achieve scheduled total dry film thickness.
7. Apply material at not less than manufacturer's instructed spreading rate.
8. Do not exceed maximum single coat thickness instructed by coating manufacturer.
9. Do not double-back with spray equipment building up film thickness of two coats in one pass.
10. Ensure that edges, corners, crevices, welds, and exposed fasteners, receive dry film thickness equivalent of flat surfaces.
11. Finish edges of coatings adjoining other materials and colors sharp and clean manner, without overlapping.
B. Prime Coats:
1. Apply initial coat to surfaces as soon as practical after preparation and before subsequent surface deterioration.
2. Apply primer to sash before glazing.
C. Intermediate and Top Coats:
1. Allow previously applied coat to dry before next coat is applied.
2. Sand and dust lightly between coats as recommended by coating manufacturer.
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3. Apply each coat to achieve uniform finish, color, appearance, and coverage free of brush and roller marks, runs, misses, visible laps and shadows, hazing, bubbles, pin holes, and other defects.
4. If stains, undercoats, and other conditions show through final topcoat, correct defects and apply additional topcoats until coating film is of uniform finish, color, and appearance.
D. Replace trim, fittings, and other items removed for finishing.
FIELD QUALITY CONTROL
A. Periodically test film thickness of each coat with wet film gage to ensure coatings are being applied to proper thickness.
B. Request review of each applied coat by City Engineer before application of successive coats.
Only reviewed coats will be considered in determining number of coats applied.
C. Immediately prior to Substantial Completion, perform detailed inspection of coated surfaces and repair or refinish abraded, stained, and otherwise disfigured surfaces.
D. Testing: City reserves right to employ independent testing agency to verify acceptability of substrates and conformance of coating materials to specified requirements; and to test coating quality and dry mil thickness.]
E. If test results show that material does not comply with specified requirements, remove noncomplying coatings, recoat with complying material, and pay costs of additional testing to ensure compliance.
CLEANING
A. Promptly remove spilled, splashed, and spattered coatings. Clean spots, oil, and other soiling from finished surfaces using cleaning agents and methods which will not damage materials.
B. If completed construction is damaged beyond normal cleaning and repair by coating operations, replace damaged items at no additional cost to Owner.
C. Maintain premises and storage areas free of unnecessary accumulation of tools, equipment, surplus materials, and debris.
D. Collect waste, cloths, and material which may constitute fire hazards and place in closed metal containers; remove from site daily along with empty containers.
PROTECTION
A. Protect work of other trades against damage from coating activities. Correct damage by cleaning, repairing, replacing, and recoating as acceptable to City Engineer.
B. Provide "Wet Paint" signs and other methods to protect newly coated surfaces. Remove when directed or when no longer needed.
Delete section 59-2.01C(4)b
Delete section 59-2.01C(4)c
Delete section 59-2.01C(4)d
Replace Reserved in section 59-2.01A(3)(b) with:
Submit proof of each required SSPC-QP certification as specified in section 8-1.04C. Required certifications are:
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1. AISC-420-10/SSPC-QP 3, enclosed shop
2. AISC Sophisticated Paint Endorsement
Replace section 59-2.01D with:
Full compensation for cleaning and painting steel truss will be considered as included in the lump sum contract price paid for furnish steel truss and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
60 EXISTING STRUCTURES
Add to section 60-2.01A:
Remove the following structures or portions of structures:
Bridge no./Structure name Description of work
Replace item 4 in the list in the 1st paragraph of section 60-2.02C(2) with:
4. Provide the openings specified in section 12-4. If no openings are specified for removal work, provide a vertical opening of ____ feet and a horizontal opening of _____ feet for traffic.
Add to the list in the 1st paragraph of section 60-2.02C(2):
6. Falsework or supports for protective covers must not extend below the vertical clearance level or to the ground line at any location within the roadbed.
Delete the 2nd paragraph of section 60-4.02D.
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DIVISION VII DRAINAGE FACILITIES
61 GENERAL
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62–63 RESERVED
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64 PLASTIC PIPE
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65 CONCRETE PIPE
Reinforced Concrete Pipe (RCP) shall be measured and paid for per linear foot.
Payment per linear foot for Reinforced Concrete Pipe, of the size indicated on the plans or in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing reinforced concrete pipe including excavation, bedding, backfill, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
66 CORRUGATED METAL PIPE
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67 STRUCTURAL PLATE CULVERTS
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68 SUBSURFACE DRAINS
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69 OVERSIDE DRAINS
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70 MISCELLANEOUS DRAINAGE FACILITIES
Concrete Flared End Section (FES) shall be measured and paid for per each.
Payment per each for Flared End Section, of the size indicated on the plans or in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing flared end section, as shown on the plans as specified in the State SP-81
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Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Modified Concrete Collar shall be measured and paid for per each.
Payment per each for Modified Concrete Collar, of the size indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing modified concrete collar, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Concrete Pipe Inlet shall be measured and paid for per each.
Payment per each for Concrete Pipe Inlet, of the size indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing concrete pipe inlet, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Drop Inlet shall be measured and paid for per each.
Payment per each for Drop Inlet, of the size indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing drop inlet, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Manhole shall be measured and paid for per each.
Payment per each for Manhole, of the size and type indicated on the plans, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing manhole, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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71 EXISTING DRAINAGE FACILITIES
Add to section 71-2.04 Payment
Full compensation per each for Remove Drop Inlet, shall include full compensation for furnishing all the labor, materials, tools, equipment and incidentals and for doing all the work involved in removing drop inlet, as shown on the Plans, as specified in the State Standard Specifications, these Technical Specifications and as directed by the Engineer, and no additional compensation will be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
DIVISION VIII MISCELLANEOUS CONSTRUCTION
72 SLOPE PROTECTION
Add to section 72-2.04 Payment
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Longitudinal Peak Stone Toe Protection shall consist of Class 3 (Light) rock using method A to minimize disturbance as defined in the state standard specifications Section 72-3.02C, “Rock”.
Longitudinal Peak Stone Toe Protection shall be measured and paid for per cubic yard.
Payment per cubic yard for Longitudinal Peak Stone Toe Protection shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in longitudinal peak stone toe protection, including creek diversions and required mitigation measures, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Rock Slope Protection (RSP) and Vegetated Rock Slope Protection shall be measured and paid for per cubic yard and the payment quantity is the volume determined from the dimensions shown or ordered.
Payment per cubic yard for RSP and Vegetated RSP, of the type and method defined on the plans or in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing RSP or vegetated RSP, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Rock Slope Protection Fabric shall be measured and paid for per square yard.
Payment per square yard for Rock Slope Protection Fabric shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing rock slope protection fabric, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Replace the 3rd sentence of the 2nd paragraph of section 72-16.02C with:
If the gabions are exposed to natural sunlight, the color of the PVC coating must be black and resistant to fading.
72-16.04 PAYMENT
The payment quantity for gabion is the volume determined from the dimensions shown or the actual volume of gabions placed. Gabions must include fabric placed behind the gabion to prevent creek bank material from being eroded behind the gabion baskets.
Payment per cubic yard for Gabion, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing gabions, including fabric and willow plantings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Add to section 72-16 Payment
Rock Slope Protection (RSP) shall be measured and paid for per cubic yard and the payment quantity is the volume determined from the dimensions shown or ordered.
Payment per cubic yard for RSP, of the type and method defined on the plans or in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing rock slope protection, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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73 CONCRETE CURBS AND SIDEWALKS
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Add to section 73-1.02A:
Concrete must be minor concrete complying with section 90-2 and may contain returned plastic concrete complying with section 90-9.
Minor Concrete (Sidewalk), Minor Concrete (Curb and Gutter Type 2), Minor Concrete (Barrier Curb), Minor Concrete (Headwall), Minor Concrete (Pipe Inlet) shall be measured and paid for per cubic yard.
Payment per cubic yard for Minor Concrete (Sidewalk), Minor Concrete (Curb and Gutter Type 2), Minor Concrete (Barrier Curb), Minor Concrete (Headwall), Minor Concrete (Pipe Inlet) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing sidewalk, curb and gutter Type 2, barrier curb, headwall, and pipe inlet, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Minor Concrete (Retaining Curb) shall be measured and paid for per linear foot measured along the face of the curb.
Payment per cubic yard for Minor Concrete (Sidewalk), Minor Concrete (Curb and Gutter Type 2), Minor Concrete (Barrier Curb), Minor Concrete (Headwall), Minor Concrete (Pipe Inlet) shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing sidewalk, curb and gutter Type 2, barrier curb, headwall, and pipe inlet, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Detectable Warning Surface shall be measured and paid for per square foot.
Payment per square foot for Detectable Warning Surface shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing detectable warning surface, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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74 PUMPING EQUIPMENT AND CONTROLS
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75 MISCELLANEOUS METAL
Payment per each for Trash Rack, of the size specified on the plans or in the bid items list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing trash rack, as shown on the plans and City’s Standard Details, as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Flexible bollards shall conform to the latest City of Roseville Design & Construction Standards, Section 13-
4.E.3.
Fixed bollards shall conform to the latest City of Roseville Design & Construction Standards, Standard Detail ST-38A.
The contract unit price paid for Flexible Bollards and Fixed Bollards shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in constructing collapsible bollards and fixed bollards complete in place, including concrete footing, painting, SP-84
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as shown on the plans, as specified in the Standard Specifications and these special provisions, and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
76 WELLS
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77 LOCAL INFRASTRUCTURE
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78 INCIDENTAL CONSTRUCTION
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79 RESERVED
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80 FENCES
Specific properties adjacent to the construction have been identified to have their fences relocated or reconstructed.
Fences of the type shown on the plans or indicated in the bid items list shall be measured and paid for per linear foot and include property fences, post and cable fences, decorative steel fence and chain link fence.
Payment per liner foot for Property Fence, Post and Cable Fence, Decorative Steel Fence, and Chain Link Fence, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing fence, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Payment per liner foot for Relocate Fence, of the type shown on the plans or in the bid item list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in removing existing storing and placing fence in new location, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
New steel bar trail swing gate must include locking device.
Payment per each for Steel Bar Trail Swing Gate, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing steel bar trail swing gate, including footings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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DIVISION IX TRAFFIC CONTROL DEVICES
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
Wheel stops shall be placed at locations shown on the plans.
Wheel Stops shall be measured and paid for on a per unit (EA) basis and shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved installing wheel stops complete in place, as shown on the Plans and these Technical Specifications and as directed by the Engineer and no additional compensation will be allowed. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
82 SIGNS AND MARKERS
Add to the end of section 82-3.04 Payment
Roadside signs shall be measured and paid for per each.
Payment per each for Roadside Sign shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in placing roadside sign, including footings, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Install Roadside Sign Panel shall be measured and paid for per each.
Payment per each for Install Roadside Sign Panel shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing roadside sign panel, including all appurtenances, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Add to the end of section 82-5.04 Payment
Pavement markers shall be installed in accordance with Section 85, “Pavement Markers,” of the City of Roseville’s Construction Standards.
Pavement Markers shall be measured and paid for per each.
Payment per each for Pavement Marker, of the type and style listed on the plans or in the bid items list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing pavement markers, as shown on the plans as specified in the City’s Construction Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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83 RAILINGS AND BARRIERS
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Cable railing shall be installed at the locations shown on the pans and in accordance with Section 83-
2.07, “Cable Railing,” of the State Standard Specifications and Standard Plans.
Payment per linear foot for Cable Railing, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing Cable Railing, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Tubular handrailing shall be installed at the locations shown on the pans and in accordance with Section 83-2.08, “Tubular Handrailing,” of the State Standard Specifications and Standard Plans.
Payment per linear foot for Tubular Handrailing, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing Tubular Railing, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
Add to the end of section 83-4.01A General
Crash cushions shall be installed at the locations shown on the pans and in accordance with the manufacturers recommendations. Crash cushion shall be IN-LINE CRASH CUSHION (TYPE SCI-70GM TL-2).
Payment per each for In-Line Crash Cushion, of the type specified on the plans or in the bid items list, shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in constructing In-Line Crash Cushion, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
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84 MARKINGS
Add to the end of section 84-2.04 Payment
Thermoplastic pavement markings shall be measured and paid for per square foot.
The payment quantity for a traffic stripe is the length measured along the line of the traffic stripe without deductions for gaps in the broken traffic stripe. A double extruded thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 2 traffic stripes. A double sprayable thermoplastic traffic stripe consisting of two 4-inch-wide yellow stripes is measured as 1 traffic stripe. A double traffic stripe consisting of two 4-inch-wide yellow stripes separated by a 3-inch-wide black stripe is measured as a single traffic stripe.
Payment per linear foot for Thermoplastic Traffic Stripe of the type, color and width specified on the plans and In the bi items list shall include full compensation for furnishing all the labor, materials, tools, equipment, incidentals and for doing all the work involved in installing thermoplastic traffic stripe, as shown on the plans as specified in the State Standard Specifications and these Technical Specifications, and as directed by the Engineer and no additional compensation will be allowed.
MMA Colored Pavement Marking
The green bike lane surfacing material must have Green pigment and anti-skid abilities.
The approved color pigmented resin shall comply with FHWA green color guidelines for bike lanes. A sample of the material that shows the color when dry (not a color chip) must be provided to the City for review and written approval at least seven (7) calendar days prior to ordering materials or installing any SP-87
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green markings.
Material Properties:
The green colored bike lane and white colored markings material shall be a methyl methacrylate (MMA) acrylic based resin system used for color pavement marking and anti-skid surfacing. The resin, catalyst, and aggregate compounds shall be capable of full cure in a wide range of temperatures without requiring external heat sources.
PROPERTIES UNIT OF MEASURE TEST
Neat Resin:
Tensile Strength 2000 psi (14MPa) min ASTM D638
Elongation 70% min ASTM D638
Tensile Modulus of Elasticity 1370 psi (9.5 MPa) min ASTM D638 Hardness 15 – 20 Shore D ASTM D2240
Water Absorption 0.25% max ASTM D570
Density 13.42 lb/gal (1.6 gm/ml) ASTM D2849
Pot Life 15 minutes @ 72˚F (22˚C) AASHTO T237
Flash Point 50˚F (10˚C) ASTM D1310
Solids Content 99% ASTM D1644
Skid Resistant 45 minimum ASTM E274
Aggregate:
Specific Gravity 2.65 ASTM C128
Hardness 7.0 Mohs Scale
Material Color:
The daytime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:
1 2 3 4
x y x y x y x y
0.230 0.754 0.266 0.500 0.367 0.500 0.444 0.555
The daytime luminance factor (Y) shall be at least 7, but no more than 35.
The nighttime chromaticity coordinates for the color used for green colored bike lanes shall be as follows:
1 2 3 4
x y x y x y x y
0.230 0.754 0.336 0.540 0.450 0.500 0.479 0.520
Surface Preparation:
Before applying colored pavement material, cover manholes, valve and monument covers, grates, or other exposed facilities located within the area of application, using a plastic or oil resistant construction paper secured by tape or adhesive to the facility being covered.
All surfaces that are to receive colored pavement material shall be thoroughly clean, dry, and free of all dirt, grease, and other contaminates that might interfere with proper adhesion.
Clean the pavement surface using high pressure water, compressed air, sandblasting, shotblasting, or mechanical abrasion. The surface should be visibly dry and the moisture content should be tested according to ASTM D4263 (modified to 2 hours). New asphalt shall have been placed for a minimum of 15 days prior to installation of the colored pavement material and surface oils shall not be present. The temperature of the pavement and air shall be between 40˚F - 104˚F (5˚C - 40˚C).
All areas to be coated shall be masked prior to application of primer and masked again prior to application of the colored pavement material.
In areas where colored pavement material is to be applied on top of slurry seal, slurry seal must be allowed to cure for a minimum of two weeks prior to cleaning and application.
SP-88
1/18/2023
Mixing and Application:
Mixing and applying colored pavement material and primer shall be in accordance with the manufacturer's instructions.
Contractor shall follow manufacturer’s guidelines regarding atmospheric conditions. Coating application shall not proceed if precipitation is forecast for the immediate 24 hours after the intended date of application.
Application must follow manufacturer’s recommended cure times between layers and before opening to traffic. Lanes must be opened to traffic within one hour after the minimum cure time as recommended by the manufacturer expires.
The Contractor shall protect the pavement markings from damage and allow them to fully cure prior to allowing traffic to drive over markings. Any damage shall be corrected by the Contractor at the Contractor’s expense.
Measurement and Payment:
The contract unit price paid per square foot for MMA Colored Pavement Marking shall include full compensation for furnishing all labor, materials, tools, equipment, incidentals, and for doing all work involved in the production, delivery, and placement of MMA colored pavement marking, as specified in these Special Provisions, as specified in the Standard Specifications, as shown on the Plans, and as directed by the Engineer and no additional compensation shall be allowed therefor. ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
85 RESERVED
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