City of Sacramento
City Council - 5PM Report
915 I Street Sacramento, CA 95814
www.cityofsacramento.org
File ID: 2022-01635 10/11/2022 Consent Item 17.
Contract and Fund Transfer for Mangan Park Improvements Project File ID: 2022-01635
Location: District 5
Recommendation: Adopt a Resolution: 1) approving the construction plans and specifications for the Mangan Park Improvements Project (L19210200); 2) awarding the contract to TRJ Resources Inc. in the amount of $347,154; 3) authorizing the City Manager or the City Manager’s designee to execute the contract; 4) authorizing the City Manager or the City Manager’s designee to transfer a) $68,800 from the Oak Park Playground Improvements (L19144700) Park Impact Fees (Fund 3204) and b) $15,000 from District 5 Mangan and Chorley Park Improvements (L19911300) Park Impact Fees (Fund 3204) to the Mangan Park Improvements Project (L19210200); and 5) authorizing the City Manager or the City Manager’s designee to increase the expenditure budgets from the Park Impact Fees (Fund 3204) available fund balance in the amount of $20,000 to Mangan Park Improvements Project (L19210200).
Contact: Tin-Wah Wong, Associate Landscape Architect, (916) 808-5540, [email protected]; Raymond Costantino, Park Planning and Development Services Manager, (916) 808-1941, [email protected], Department of Youth, Parks, & Community Enrichment
.
Presenter: None
Attachments:
1-Description/Analysis
2-Contract
3-Resolution
Description/Analysis
Issue Detail: The Department of Youth, Parks & Community Enrichment (YPCE) is seeking approval to award a contract to TRJ Resources, Inc. for the Mangan Park Improvements Project. Mangan Park is an 8.29-acre neighborhood park located at 2140 34 th Avenue, in Community Plan Area 2,
Council District 5. The improvements will consist of development of concrete walkways, site City of Sacramento Page 1 of 3
File ID: 2022-01635 10/11/2022 Consent Item 17.
furnishing, play area equipment, fabric canopy shade structure, play area concrete ramp, play area wood fiber, signage, basketball court improvements, parking lot striping, concrete park sign, irrigation system modification and landscaping.
The formal bid process for this project has been completed and TRJ Resources, Inc. has been selected as the lowest responsible and responsive bidder. Construction of the Mangan Park Improvements Project is expected to be completed in Spring 2023.
Policy Considerations: City Code Chapter 3.60 provides that City Council approval is required to enter into construction agreements over $250,000. Providing parks and recreation facilities is consistent with the City’s strategic plan to enhance livability in Sacramento’s neighborhoods by expanding park, recreation, and trail facilities throughout the City. This is also part of the Park Development Process for park planning as stated in the 2005-2010 Parks and Recreation Master Plan.
Economic Impacts: The indicated economic impacts are estimates calculated using a calculation tool developed by the Center for Strategic Economic Research (CSER). CSER utilized the IMPLAN input-output model (2009 coefficients) to quantify the economic impacts of a hypothetical $1 million of spending in various construction categories within the City of Sacramento in an average one-year period. Actual impacts could differ significantly from the estimates and neither the City of Sacramento nor CSER shall be held responsible for consequences resulting from such differences.
The park construction project, in the amount of $347,154 is expected to create 1.39 jobs (0.80 direct jobs and 0.59 indirect jobs through indirect and induced activities). Furthermore, it will create $214,345 in total economic output ($135,103 of direct output and $79,242 of output through indirect and induced activities).
Environmental Considerations:
California Environmental Quality Act (CEQA): The Community Development Department, Environmental Planning Services Division has reviewed this project and determined that it is exempt from the provisions of the CEQA under the commonsense exemption, Section 15061 (b)(3). The project includes improvements and modifications to an existing developed park where there is no possibility that the activity will result in a significant effect on the environment, and is therefore, not subject to CEQA [CEQA Guidelines Section 15061(b)(3)].
Sustainability: The Mangan Park Improvements project has been reviewed for consistency with the goals, policies, and targets of the City’s Climate Action Plan for Internal Operations 2016 Update, the 2035 General Plan, the 2018 YPCE Strategic Plan, and the Parks and Recreation Master Plan 2005- 2010. The Project will advance the goals, policies, and targets of these plans by improving the health of residents through access to a diverse mix of wellness and recreation activities. The park improvements are also consistent with sustainable design through the use of recycled materials, and City of Sacramento Page 2 of 3
File ID: 2022-01635 10/11/2022 Consent Item 17.
use of local vendors.
Commission/Committee Action: None.
Rationale for Recommendation: The formal bidding process for the Mangan Park Improvements Project was posted in accordance with City Code 3.60 and Administrative Policy AP-4002. The bid was opened on August 17, 2022. Staff received three bids and the result is listed below:
CONTRACTOR Base Bid Additive
Alternate
Total Bid
TRJ Resources, Inc. $347,154 $28,840 $375,994
B&M Builders, Inc. $453,235 $40,377 $493,612
Marina Landscape, Inc. $479,270 $43,300 $522,570
The low bidder was determined based on the total bid amount. The Engineer’s Estimate for the base bid was $417,867.
Pursuant to City Code Sections 3.60.020 and 3.60.360 (E), it was determined that TRJ Resources, Inc. offered the lowest responsive bid, and is a responsible bidder. The contract will be awarded for the base bid in the amount of $347,154.
Financial Considerations: There is insufficient funding in the Mangan Park Improvements Project (L19210200) budget to award the contract. Therefore, staff is seeking approval to transfer $68,800 from the Oak Park Playground Improvements (L19144700) and $15,000 from District 5 Mangan and Chorley Park Improvements (L19911300) Park Impact Fees (Fund 3204) to the Mangan Park Improvements Project (L19210200). Appropriate $20,000 from Park Impact Fees (Fund 3204) available fund balance to Mangan Park Improvements Project (L19210200). With this additional allocation, there will be adequate funds for staff time and to award this construction contract in the amount of $347,154.
This is an existing park; the annual maintenance and utilities costs are covered in YPCE’s operating budget for maintenance, water, and utility costs for the budget adopted in the applicable fiscal year.
Local Business Enterprise (LBE): Not applicable due to grant funding.
City of Sacramento Page 3 of 3
RESOLUTION NO. 2022-
Adopted by the Sacramento City Council
APPROVING CONTRACT AWARD AND FUND TRANSFER FOR THE
MANGAN PARK IMPROVEMENTS PROJECT (L19210200)
BACKGROUND
A. Mangan Park is a 8.29-acre neighborhood park located at 2140 34th Avenue (Council District 5).
B. The Department of Youth, Parks, & Community Enrichment (Department) is seeking approval to construct the Mangan Park Improvements Project. The project consists development of concrete walkways, site furnishing, play area equipment, fabric canopy shade structure, play area concrete ramp, play area wood fiber, signage, basketball court improvements, parking lot striping, concrete park sign, irrigation system modification and landscaping.
C. The construction of the Mangan Park Improvements Project is expected to be completed in Spring 2023.
D. Additional funding is necessary to cover the construction and staff costs for the project.
BASED ON THE FACTS SET FORTH IN THE BACKGROUND, THE CITY COUNCIL RESOLVES AS FOLLOWS:
Section 1. The construction plans and specifications for the Mangan Park Improvements Project (L19210200) are approved.
Section 2. The award of the contract for the Mangan Park Improvements Project with TRJ Resources Inc. in the amount of $347,154 is approved.
Section 3. The City Manager or the City Manager’s designee is authorized to execute the contract.
Section 4. The City Manager or the City Manager’s designee is authorized to increase the expenditure budget in Mangan Park Improvements Project (L19210200) by transferring:
a) $68,800 from the Oak Park Playground Improvements (L19144700) Park Impact Fees (Fund 3204); and
b) $15,000 from District 5 Mangan and Chorley Park Improvements (L19911300) Park Impact Fees (Fund 3204)
Section 5. The City Manager or the City Manager’s designee is authorized to increase the expenditure budget in Mangan Park Improvements Project (L19210200) by appropriating $20,000 from the Park Development Impact Fees (Fund 3204) available fund balance.
CONTRACT
ROUTING SHEET
Contract Cover/Routing Form: Must Accompany ALL Contracts; however, it is NOT part of the contract.
General Information (Required)
Original Contract # (supplements only): ________ Supplement/Addendum #: ___________________ Assessor’s Parcel Number(s): ________________________________________________________________ Contract Effective Date: _________ Contract Expiration Date ( if applicable): _________ $ Amount (Not to Exceed): ______________________ Adjusted $ Amount (+/-): _____________________ Other Party: ______________________________________________________________________________ Project Title: _____________________________________________________________________________ Project #: ____________________________________ Bid/RFQ/RFP #: ___________________________ City Council Approval: if YES, Council File ID#: __________ Contract Processing Contacts
Department: ______________________________
Contract Coordina
tor: _______________________
Project Manager: ___________________________
Email: ______________________________
Department Review and Routing
(Signature)
(Signature)
(Signature)
Accounting:
Project Manager:
Supervisor:
Division Manager:
Other:
_______________________________________________________________________________________ ------------------FOR CLERK & IT DEPARTMENTS ONLY – DO NOT WRITE BELOW THIS LINE------------------ CC Rev. 12.19.2018
Construction Related
Payment/Performance Bonds Only
(Signature)
Special Instruction/Comments (i.e. recording requested, other agency signatures required, etc.) Other Party Signature
Required Recording Required
(Signature)
Form approved by City Attorney 1-11-17 1
AGREEMENT
(Construction Contract Over $25,000)
THIS AGREEMENT, dated for identification , 2022, is made and entered into between the CITY OF SACRAMENTO, a municipal corporation (“City”), and TJR Resources, Inc, P.O. Box 637, Rancho Cordova, CA 95741 (“Contractor”) in the amount of THREE HUNDRED FORTY-SEVEN THOUSAND ONE HUNDRED FIFTY-FOUR DOLLARS AND ZERO CENTS ($347,154.00).
The City and Contractor hereby mutually agree as follows:
1. CONTRACT DOCUMENTS
The Contract Documents, sometimes also referred to as the “Contract,” consist of the following items, which are hereby incorporated by reference as if set forth in full in this Agreement:
Notice to Contractors
Proposal Form submitted by the Contractor
Instructions to Bidders
Subcontractor and Local Business Enterprise Participation Form Drug-Free Workplace Policy and Affidavit
Construction and Demolition (C&D) Debris Recycling Requirements Labor Compliance Requirements
Workers’ Compensation Insurance Certification
Federal or State funding requirements (if applicable)
Local Business Enterprise (LBE) Requirements
Requirements of the Non-Discrimination in Employee Benefits Code Ban-The-Box Requirements
Notice Regarding Assembly Bill 626
Addenda, if any
This Agreement
Standard Specifications
Special Provisions
Plans and Technical Specifications
The drawings and other data and all developments thereof prepared by City pursuant to the Contract
Any modifications of any of the foregoing made or approved by City, including but not limited to duly authorized change orders
Unless specifically noted otherwise, references to the “Standard Specifications” shall mean and refer to the Standard Specifications for Public Construction of the City of Sacramento approved by the Sacramento City Council on June 4, 2007 (Resolution No. 2007-350), and any subsequent amendments thereto approved by the Sacramento City Council or the Sacramento City Manager. Work called for in any one Contract Document and not mentioned in another is to be performed and executed as if mentioned in all Contract Documents. The table of contents, titles and headings contained in the Contract Documents are provided solely to facilitate reference to various provisions of the Contract Documents and in no way affect or limit the interpretation of the provisions to which they refer.
Form approved by City Attorney 1-11-17 2
2. DEFINITIONS
Unless otherwise specifically provided herein, all words and phrases defined in the Standard Specifications shall have the same meaning and intent in this Agreement.
3. AGREEMENT CONTROLS
In the event of a conflict between any of the terms and conditions set forth in this Agreement and the terms and conditions set forth in other Contract Documents, the terms and conditions set forth in this Agreement shall prevail, except that the provisions of any duly authorized change order shall prevail over any conflicting provisions of this Agreement.
4. SCOPE OF CONTRACT
Contractor agrees to furnish all tools, equipment, apparatus, facilities, labor, material and transportation necessary to perform and complete in a good and workmanlike manner to the satisfaction of City, all the Work called for in the Contract Documents entitled:
MANGAN PARK IMPROVEMENTS
PN: L19210200, Bid #B23191121001
Including the Work called for in the following alternative bid items described in the Proposal Form:
NO ADDITIVE ALTERNATES WILL BE AWARDED
Contractor agrees to perform such Work in the manner designated in and in strict conformity with the Contract Documents.
5. CONTRACT AMOUNT AND PAYMENTS
City agrees to pay and Contractor agrees to accept, as complete payment for the above Work, in accordance with the schedule and procedures set forth in the Contract Documents and subject to deductions, withholdings and additions as specified in the Contract Documents, a total sum that shall not exceed the total bid amount set forth in Contractor’s Proposal Form.
In addition, subject to deductions, withholdings and additions as specified in the Contract Documents, payment for individual items of the Work shall be computed as follows:
A. For items of the Work for which a lump sum price is specified in Contractor’s Proposal Form, Contractor shall be paid the lump sum price(s) specified in Contractor’s Proposal Form; and
B. For items of the Work for which a unit price is specified in Contractor’s Proposal Form, Contractor shall be paid the sum computed at such unit price, or computed at a different price if such different price is determined by City in accordance with the Standard Specifications, based on the actual amount of each such item performed and/or furnished and incorporated in the Work; provided that in no event shall the total sum for a unit price item exceed the total bid amount set forth for such item in the Contractor’s Proposal Form, unless authorized by Change Order.
Form approved by City Attorney 1-11-17 3
6. PROGRESS PAYMENTS
Subject to the terms and conditions of the Contract, City shall cause payments to be made upon demand of Contractor as follows:
A. On or about the first of the month, the Engineer shall present to the Contractor a statement showing the amount of labor and materials incorporated in the Work through the twentieth (20) calendar day of the preceding month. After both Contractor and Engineer approve the statement in writing, and the City’s labor compliance officer provides written approval, the City shall issue a certificate for ninety-five (95) percent of the amount it shall find to be due, subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations.
B. No inaccuracy or error in said monthly estimates shall operate to release Contractor from damages arising from such Work or from enforcement of each and every provision of the Contract Documents, and City shall have the right subsequently to correct any error made in any estimate for payment.
C. Contractor shall not be paid for any defective or improper Work.
D. The remaining five (5) percent of the value of the Work performed under the Contract, if unencumbered and subject to any deductions or withholdings authorized or required under the Contract or any applicable Laws or Regulations, shall be released not later than sixty (60) days after completion and final acceptance of the Work by City. Acceptance by Contractor of the final payment shall constitute a waiver of all claims against the City arising under the Contract Documents, except for disputed claims in stated amounts that the Contractor specifically reserves in writing, but only to the extent that the Contractor has complied with all procedures and requirements applicable to the presentation and processing of such claim(s) under the Contract Documents. Contractor shall be entitled to substitute securities for retention or to direct that payments of retention be made into escrow, as provided in Public Contract Code Section 22300, upon execution of the City’s Escrow Agreement for Security Deposits in Lieu of Retention.
E. The parties agree that, for purposes of the timely progress payment requirements specified in Public Contract Code Section 20104.50, the date that the City receives a statement jointly approved by the Contractor and the Engineer as provided above shall be deemed to constitute the date that City receives an undisputed and properly submitted payment request from the Contractor. Progress payments not made within 30 days after this date may be subject to payment of interest as provided in Public Contract Code Section 20104.50.
F. This Contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations, as specified in California Labor Code section 1771.4.
Form approved by City Attorney 1-11-17 4
7. RETENTION OF SUMS CHARGED AGAINST CONTRACTOR
When, under the provisions of this Contract or any applicable Laws or Regulations, City is authorized or required to withhold, deduct or charge any sum of money against Contractor, City may deduct and retain the amount of such charge from the amount of the next succeeding progress estimate(s), or from any other moneys due or that may become due Contractor from City. If, on completion or termination of the Contract, sums due Contractor are insufficient to pay City's charges, City shall have the right to recover the balance from Contractor or its Sureties.
8. COMMENCEMENT AND PROSECUTION OF WORK
Contractor shall commence the Work not later than fifteen (15) working days after the date of the written Notice to Proceed from City to Contractor and shall diligently prosecute the Work to final completion. The phase “commence the Work” means to engage in a continuous program on-site including, but not limited to, site clearance, grading, dredging, land filling and the fabrications, erection, or installation of the Work. The Notice to Proceed shall be issued within fifteen (15) calendar days following execution of the Agreement by the City and the filing by Contractor of the required Bonds and proof of insurance, provided that the Engineer may delay issuance of the Notice to Proceed if the Engineer determines in the Engineer’s sole discretion that conditions on the site of the Work are unsuitable for commencement of the Work. After the Notice to Proceed is issued, the continuous prosecution of Work by Contractor shall be subject only to Excusable Delays as defined in this Agreement.
9. TIME OF COMPLETION
The entire Work shall be brought to completion in the manner provided for in the Contract Documents on or before THIRTY (30) WORKING DAYS AND 14 CALENDAR DAYS MAINTENANCE OR PLANT ESTABLISHMENT PERIOD from the date of the Notice to Proceed (hereinafter called the “Completion Date”) unless extensions of time are granted in accordance with the Contract Documents.
Failure to complete the entire Work by the Completion Date and in the manner provided for in the Contract Documents shall subject Contractor to liquidated damages as provided in this Agreement. Time is and shall be of the essence in the performance of the Contract and the Work.
10. PAYMENTS DO NOT IMPLY ACCEPTANCE OF WORK
The payment of any progress payment, or the acceptance thereof by Contractor, shall not constitute acceptance of the Work or any portion thereof and shall in no way reduce the liability of Contractor to replace unsatisfactory work or material, whether or not the unsatisfactory character of such work or material was apparent or detected at the time such payment was made.
Form approved by City Attorney 1-11-17 5
11. ACCEPTANCE NOT RELEASE
Contractor shall correct immediately any defective or imperfect work or materials that may be discovered before final acceptance of the entire Work, whether or not such defect or imperfection was previously noticed or identified by the City. The inspection of the Work, or any part thereof, shall not relieve Contractor of any of its obligations to perform satisfactory work as herein specified.
Failure or neglect on the part of City or any of its officers, employees or authorized agents to discover, identify, condemn or reject defective or imperfect work or materials shall not be construed to imply an acceptance of such work or materials, if such defect or imperfection becomes evident at any time prior to final acceptance of the entire Work, nor shall such failure or neglect be construed as barring City from enforcing Contractor’s warranty(ies) or otherwise recovering damages or such a sum of money as may be required to repair or rebuild the defective or imperfect work or materials whenever City may discover the same, subject only to any statutes of limitation that may apply to any such claim.
12. CITY'S RIGHT TO TAKE POSSESSION OF THE WORK IN WHOLE OR IN PART
The City shall have the right at any time to enter upon the Work and perform work not covered by this Contract, or to occupy and use a portion of the Work, prior to the date of the final acceptance of the Work as a whole, without in any way relieving Contractor of any obligations under this Contract.
13. NO WAIVER OF REMEDIES
Neither the inspection by City, its officers, employees or agents, nor any certificate or other approval for the payment of money, nor any payment for, nor acceptance of the whole or any part of the Work by City, nor any extensions of time, nor any position taken by City, its officers, employees or its agents shall operate as a waiver of any provision of the Contract Documents nor of any power herein reserved to City or any right to damages herein provided, nor shall any waiver of any breach of this Agreement be held to be a waiver of any other or subsequent breach. All remedies provided in the Contract Documents shall be taken and construed as cumulative; in addition to each and every other remedy herein provided, the City shall have any and all equitable and legal remedies that it would in any case have.
14. WARRANTY
Except as otherwise expressly provided in the Contract Documents, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect by City, Contractor warrants and guarantees all Work executed and all supplies, materials and devices of whatsoever nature incorporated in or attached to the Work, or otherwise provided as a part of the Work pursuant to the Contract, to be absolutely free of all defects of workmanship and materials for a period of one year after final acceptance of the entire Work by the City.
Contractor shall repair or replace all work or material, together with any other work or material that may be displaced or damaged in so doing, that may prove defective in workmanship or material within this one year warranty period without expense or charge of any nature whatsoever to City.
Form approved by City Attorney 1-11-17 6
In the event that Contractor shall fail to comply with the conditions of the foregoing warranty within ten (10) days after being notified of the defect in writing, City shall have the right, but shall not be obligated, to repair, or obtain the repair of, the defect and Contractor shall pay to City on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing warranty results in a condition that constitutes an immediate hazard to public health or safety, or any property interest, or any person, City shall have the right to immediately repair, or cause to be repaired, such defect, and Contractor shall pay to City on demand all costs and expense of such repair. The foregoing statement relating to hazards to health, safety or property shall be deemed to include both temporary and permanent repairs that may be required as determined in the sole discretion and judgment of City.
In addition to the above, the Contractor shall make a written assignment of all manufacturer’s and other product warranties to the City, prior to completion and final acceptance of the Work by City.
The Contractor’s Performance Bond shall secure the performance of the Contractor’s obligations under this Section 14, and the Contractor and its Surety shall be jointly and severally liable for these obligations.
15. LIQUIDATED DAMAGES IF WORK NOT COMPLETED ON TIME
A. The actual fact of the occurrence of damages and the actual amount of the damages that City would suffer if the entire Work, and/or any specified portion thereof, were not completed within the time(s) specified herein are dependent upon many circumstances and conditions that could prevail in various combinations, and for this reason, it is impracticable and extremely difficult to fix the actual damages. Damages that City would suffer in the event of such delay include: loss of the use of the project; expenses of prolonged assignment to the project of an architectural and/or engineering staff; prolonged costs of administration, inspection, and supervision; increased operational expenses and/or impaired operation of other facilities dependent upon completion of the project; and the loss and inconvenience suffered by the public within the City of Sacramento by reason of the delay in the completion of the project or portion thereof. Accordingly, the parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the amount(s) set forth herein as liquidated damages reflect the parties’ best efforts at the time of entering into the Contract to estimate the damages that may be incurred by City and the public due to the Contractor’s delay in completion of the Work and/or any specified portion thereof, and shall be presumed to be the amount of damages sustained by the failure of Contractor to complete the entire Work and/or any specified portion thereof within the time(s) specified herein.
B. Contractor shall pay liquidated damages to City for failure to complete the entire Work by the Completion Date (as extended in accordance with the Contract Documents, if applicable) in the amount of One Thousand Dollars ($1,000) for each calendar day after the Completion Date (as extended in accordance with the Contract Documents, if applicable), continuing to the time at which the entire Work is completed. Such amount is the actual cash value agreed upon by the City and Contractor as the loss to City and the public resulting from Contractor's default.
Form approved by City Attorney 1-11-17 7
The parties agree, and by execution of this Agreement, Contractor acknowledges that it understands and agrees, that the foregoing provisions provide for the imposition of liquidated damages from the Completion Date (as extended in accordance with the Contract Documents, if applicable) until the date of completion of the entire Work as determined by the Engineer in accordance with Section 8-4 of the Standard Specifications, whether or not the Work or any portion thereof is claimed or determined to be substantially complete prior to such date of completion.
C. In the event Contractor shall become liable for liquidated damages, City, in addition to all other remedies provided by law, shall have the right to withhold any and all payments that otherwise would be or become due Contractor until the liability of Contractor under this section is finally determined. City shall have the right to use and apply such payments, in whole or in part, to reimburse City for all liquidated damages due or to become due to City. Any remaining balance of such payments shall be paid to Contractor only after discharge in full of all liability incurred by Contractor under this section or otherwise under any provision of the Contract Documents or any applicable Law or Regulation. If the sum so retained by City is not sufficient to discharge all such liabilities of Contractor, Contractor shall continue to remain liable to City until all such liabilities are satisfied in full. No failure by City to withhold any payment as specified above shall in any manner be construed to constitute a release of any such liabilities nor a waiver of the City’s right to withhold payment for such liabilities.
16. INDEMNITY AND HOLD HARMLESS
A. Contractor shall defend, hold harmless and indemnify the City, its officers, employees, and agents, and each and every one of them, from and against any and all actions, damages, costs, liabilities, claims, demands, losses, judgments, penalties, costs and expenses of every type and description, whether arising on or off the site of the Work, including, but not limited to, any fees and/or costs reasonably incurred by City’s staff attorneys or outside attorneys and any fees and expenses incurred in enforcing this provision (hereafter collectively referred to as “Liabilities”), including but not limited to Liabilities arising from personal injury or death, damage to personal, real or intellectual property or the environment, contractual or other economic damages, or regulatory penalties, arising out of or in any way connected with performance of or failure to perform the Work by the Contractor, any subcontractor or agent, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, whether or not (i) such Liabilities are caused in part by a party indemnified hereunder, or (ii) such Liabilities are litigated, settled or reduced to judgment; provided that the foregoing indemnity does not apply to liability for damages for death or bodily injury to persons, injury to property, or other loss, damage or expense to the extent arising from (i) the sole negligence or willful misconduct of, or defects in design furnished by, City, its agents, servants, or independent contractors who are directly responsible to City, or (ii) the active negligence of City.
B. The existence or acceptance by City of any of the insurance policies or coverages described in this Agreement shall not affect or limit any of City’s rights under this Form approved by City Attorney 1-11-17 8
Section 16, nor shall the limits of such insurance limit the liability of Contractor hereunder. The provisions of this Section 16 shall survive any expiration or termination of the Contract.
17. CONTRACTOR SHALL ASSUME RISKS
Until the completion and final acceptance by City of all Work under this Contract, the Work shall be under Contractor's responsible care and charge, and Contractor, at no cost to City, shall rebuild, repair, restore and make good all injuries, damages, re-erections, and repairs occasioned or rendered necessary by accidental causes of any nature, to all or any portions of the Work.
18. GENERAL LIABILITY OF CONTRACTOR
Except as otherwise herein expressly stipulated, Contractor shall perform all the Work and furnish all the labor, materials, tools, equipment, apparatus, facilities, transportation, power and light, and appliances, necessary or proper for performing and completing the Work herein required in the manner and within the time herein specified. The mention of any specific duty or liability of Contractor shall not be construed as a limitation or restriction of any general liability or duty of Contractor, and any reference to any specific duty or liability shall be construed to be solely for the purpose of explanation.
19. INSURANCE
During the entire term of the Contract, Contractor shall maintain the insurance coverage described in this Section 19.
Full compensation for all premiums that Contractor is required to pay for the insurance coverage described herein shall be included in the compensation specified for the Work performed by Contractor under this Contract. No additional compensation will be provided for Contractor’s insurance premiums. Any available insurance proceeds in excess of the specified minimum limits and coverages shall be available to the City.
It is understood and agreed by the Contractor that its liability to the City shall not in any way be limited to or affected by the amount of insurance coverage required or carried by the Contractor in connection with this Contract.
A. Minimum Scope & Limits of Insurance Coverage
(1) Commercial General Liability Insurance providing coverage at least as broad as ISO CGL Form 00 01 on an occurrence basis for bodily injury, including death, of one or more persons, property damage, and personal injury, arising out of activities performed by or on behalf of Contractor and its subcontractors, products and completed operations of Contractor and its subcontractors, and premises owned, leased, or used by Contractor and its subcontractors, with limits of not less than one million dollars ($1,000,000) per occurrence. The policy shall provide contractual liability Form approved by City Attorney 1-11-17 9
and products and completed operations coverage for the term of the policy.
(2) Automobile Liability Insurance providing coverage at least as broad as ISO Form CA 00 01 for bodily injury, including death, of one or more persons, property damage, and personal injury, with limits of not less than one million dollars ($1,000,000) per accident. The policy shall provide coverage for owned, non-owned, and/or hired autos as appropriate to the operations of the Contractor.
No automobile liability insurance shall be required if Contractor completes the following certification:
“I certify that a motor vehicle will not be used in the performance of any work or services under this agreement.” ________ (Contractor initials)
(3) Excess Insurance: The minimum limits of insurance required above may be satisfied by a combination of primary and umbrella or excess insurance coverage; provided that any umbrella or excess insurance shall contain, or be endorsed to contain, a provision that it shall apply on a primary basis for the benefit of the CITY, and any insurance or self-insurance maintained by CITY, its officials, employees, or volunteers shall be in excess of such umbrella or excess coverage and shall not contribute with it.
(4) Workers’ Compensation Insurance with statutory limits, and Employers’ Liability Insurance with limits of not less than one million dollars ($1,000,000). The Workers’ Compensation policy shall include a waiver of subrogation in favor of the City.
No Workers’ Compensation insurance shall be required if Contractor completes the following certification:
“I certify that my business has no employees, and that I do not employ anyone. I am exempt from the legal requirements to provide Workers' Compensation insurance.” _________
(Contractor initials)
B. Additional Insured Coverage
(1) Commercial General Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects general liability arising out of: activities performed by or on behalf of Contractor and its subcontractors; products and completed operations of Contractor and its subcontractors; and premises owned, leased, or used by Contractor and its subcontractors.
Form approved by City Attorney 1-11-17 10
(2) Automobile Liability Insurance: The City, its officials, employees, and volunteers shall be covered by policy terms or endorsement as additional insureds as respects auto liability.
C. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:
(1) Contractor’s insurance coverage, including excess insurance, shall be primary insurance as respects City, its officials, employees, and volunteers.
Any insurance or self-insurance maintained by City, its officials, employees, or volunteers shall be in excess of Contractor’s insurance and shall not contribute with it.
(2) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to City, its officials, employees, or volunteers.
(3) Coverage shall state that Contractor’s insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer’s liability.
(4) City will be provided with thirty (30) days written notice of cancellation or material change in the policy language or terms.
D. Acceptability of Insurance
Insurance shall be placed with insurers with a Bests’ rating of not less than A:VI.
Self-insured retentions, policy terms or other variations that do not comply with the requirements of this Section 3 must be declared to and approved by the City in writing prior to execution of this Contract.
E. Verification of Coverage
(1) Contractor shall furnish City with certificates and required endorsements evidencing the insurance required. Copies of policies shall be delivered to the City on demand. Certificates of insurance shall be signed by an authorized representative of the insurance carrier.
(2) For all insurance policy renewals during the term of this Contract, Contractor shall send insurance certificates reflecting the policy renewals directly to:
City of Sacramento
c/o EXIGIS LLC
P.O. Box 4668 ECM- #35050
New York, NY 10168-4668
Form approved by City Attorney 1-11-17 11
Insurance certificates also may be faxed to (888) 355-3599, or e-mailed to:
[email protected]
(3) The City may withdraw its offer of contract or cancel this Contract if the certificates of insurance and endorsements required have not been provided prior to execution of this Contract. The City may withhold payments to Contractor or cancel the Contract if the insurance is canceled or Contractor otherwise ceases to be insured as required herein.
F. Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance coverage that meets the minimum scope and limits of insurance coverage specified in subsection A, above.
20. FAILURE TO MAINTAIN BONDS OR INSURANCE
If, at any time during the performance of this Contract, Contractor fails to maintain any item of the bonds and/or insurance required under the Contract in full force and effect, Contractor shall immediately suspend all work under the Contract and notify City in writing of such failure. After such notice is provided, or if City discovers such failure and notifies Contractor, the City thereafter may withhold all Contract payments due or that become due until notice is received by City that such bonds and/or insurance have been restored in full force and effect and that the premiums therefor have been paid for a period satisfactory to the Division of Risk Management. Contractor shall not resume work until notified by City to do so, and the City shall have no responsibility or liability for any costs incurred by Contractor as a result of such suspension of Work.
In addition to the foregoing, any failure to maintain any item of the required bonds and/or insurance at any time during the performance of this Contract will be sufficient cause for termination of the Contract by City.
The Contractor shall be solely responsible for, and shall defend, indemnify and hold harmless the City, its officers, employees and agents against and from, any and all damages, claims, losses, actions, costs or other expenses of any kind incurred by any party as a direct or indirect result of any suspension of Work or termination of the Contract under the provisions of this Section.
21. EXCUSABLE DELAYS
For the purpose of these Contract Documents, the term "Excusable Delay" shall mean, and is limited to, delay caused directly by: acts of God; acts of a public enemy; fires; inclement weather as determined by the Engineer; riots; insurrections; epidemics; quarantine restrictions; strikes; lockouts; sit-downs; acts of a governmental agency; priorities or privileges established for the manufacture, assemble, or allotment of materials necessary in the Work by order, decree or otherwise of the United States or by any department, bureau, commission, committee, agent, or administrator of any legally constituted public authority; changes in the Work ordered by City insofar as they necessarily require additional time in which to complete the Work; the prevention of Contractor from commencing or prosecuting Form approved by City Attorney 1-11-17 12
the Work because of the acts of others, excepting Contractor's subcontractors or suppliers; or the prevention of Contractor from commencing or prosecuting the Work because of a Citywide failure of public utility service.
The term "Excusable Delay" shall specifically not include: (i) any delay that could have been avoided by the exercise of care, prudence, foresight and diligence on the part of Contractor; (ii) any delay in the prosecution of any part of the Work that does not constitute a Controlling Operation, whether or not such delay is unavoidable; (iii) any reasonable delay resulting from time required by City for review of any Contractor submittals and for the making of surveys, measurements and inspection; and, (iv) any delay arising from an interruption in the prosecution of the Work on account of reasonable interference by other Contractors employed by City that does not necessarily prevent the completion of the entire Work within the time specified. Excusable Delays, if any, shall operate only to extend the Completion Date (not in excess of the period of such delay as determined by City) and shall not under any circumstances increase the amount City is required to pay Contractor except as otherwise provided in these Contract Documents.
22. CONTRACTOR TO SERVE NOTICE OF DELAYS
Whenever Contractor foresees any delay in the prosecution of the Work, and in any event as soon as possible (not to exceed a period of ten (10) calendar days) after the initial occurrence of any delay that Contractor regards as or may later claim to be an Excusable Delay, the Contractor shall notify the Engineer in writing of such delay and its cause, in order that the Engineer: (i) may take immediate steps to prevent if possible the occurrence or continuance of the delay; or (ii) if this cannot be done, may determine whether the delay is to be considered excusable, how long it continues, and to what extent the prosecution and completion of the Work are delayed thereby. Said written notice shall constitute an application for an extension of time only if the notice requests such an extension and sets forth the Contractor's estimate of the additional time required together with a full description of the cause of the delay relied upon.
After the completion of any part or whole of the Work, the Engineer, in estimating the amount due Contractor, will assume that any and all delays that may have occurred in its prosecution and completion were not Excusable Delays, except for such delays for which the Contractor has provided timely written notice as required herein, and that the Engineer has found to be excusable. Contractor shall not be entitled to claim Excusable Delay for any delay for which the Contractor failed to provide such timely written notice.
23. EXTENSION OF TIME
If the Contractor complies with Section 22, above, and the Engineer finds a delay claimed by the Contractor to be an Excusable Delay, the Contractor shall be allowed an extension of time to complete the Work that is proportional to the period of Excusable Delay determined by the Engineer, subject to the approval by City of a change order granting such time extension.
During a duly authorized extension for an Excusable Delay, City shall not charge liquidated damages against the Contractor for such delay.
If the City extends the time to complete the Work as provided herein, such extension shall in no way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such extension of time relieve or release the sureties of Form approved by City Attorney 1-11-17 13
the Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such extension of time. The granting of any extension of time as provided herein shall in no way operate as a waiver on the part of City of its rights under this Contract, excepting only extension of the Completion Date for such period of Excusable Delay as may be determined by the Engineer and approved by a duly authorized change order.
24. NO PAYMENT FOR DELAYS
No damages or compensation of any kind shall be paid to Contractor or any subcontractor because of delays in the progress of the Work whether or not such delays qualify for extension of time under this Agreement; except that this provision shall not preclude the recovery of damages for a delay caused by the City that is unreasonable under the circumstances and that is not within the contemplation of the parties, provided that the Contractor timely submits all such written notice(s) and fully complies with such other procedures as may be specified in the Contract Documents or any Laws or Regulations for Contractor to claim damages for such delay.
25. CHANGES IN THE WORK
Changes in the Work authorized or directed in accordance with the Contract Documents and extensions of time of completion made necessary by reason thereof shall not in any way release any warranty or guarantee given by Contractor pursuant to the provisions of the Contract Documents, nor shall such changes in the Work relieve or release the Sureties on Bonds provided pursuant to the Contract Documents. By executing such Bonds, the Sureties shall be deemed to have expressly agreed to any such change in Work and to any extension of time made by reason thereof.
26. TERMINATION AFTER COMPLETION DATE
In addition to any other rights City may have, if any services or work required under the Contract (including but not limited to punch list items) are not completed as of the Completion Date (as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), City may terminate the Contract at any time after the Completion Date ( as adjusted by any extensions of time for Excusable Delays granted pursuant to the Contract Documents), by providing a written notice to Contractor specifying the date of termination. Such notice also may specify conditions or requirements that Contractor must meet to avoid termination of the Contract on such date. If Contractor fails to fulfill all such conditions and requirements by such termination date, or, if no such conditions or requirements are specified, Contractor shall cease rendering services and performing work on such termination date, and shall not be entitled to receive any compensation for services rendered or work performed after such termination date. In the event of such termination, Contractor shall remain liable to City for liquidated damages incurred for any period of time prior to the termination date.
In addition to any other charges, withholdings or deductions authorized under the Contract or any Laws or Regulations, if City terminates the Contract pursuant to this section, City may withhold and deduct from any payment and/or retention funds otherwise due Contractor any sum necessary to pay the City's cost of completing or correcting, or contracting for the completion or correction of, any services or work under the Contract that are not completed Form approved by City Attorney 1-11-17 14
to the satisfaction of the City or that otherwise are deficient or require correction as of such termination date, including but not limited to incomplete punch list items. Such costs shall include all of the City’s direct and indirect costs incurred to complete or correct such services or work, including the City’s administrative and overhead costs. If the amount of payment(s) and/or retention funds otherwise due the Contractor are insufficient to pay such costs, City shall have the right to recover the balance of such costs from the Contractor and/or its Surety(ies).
27. TERMINATION FOR CONVENIENCE
Upon written notice to the Contractor, the City may at any time, without cause and without prejudice to any other right or remedy of the City, elect to terminate the Contract for the convenience of City. In such case, the Contractor shall be paid (without duplication of any items, and after deduction and/or withholding of any amounts authorized to be deducted or withheld by the Contract Documents or any Laws or Regulations):
A. For Work executed in accordance with the Contract Documents prior to the effective date of termination and determined to be acceptable by the Engineer, including fair and reasonable sums for overhead and profit on such Work;
B. For reasonable claims, costs, losses, and damages incurred in settlement of terminated contracts with subcontractors, suppliers, and others; and
C. For reasonable expenses directly attributable to termination.
Contractor shall not be paid for any loss of anticipated profits or revenue for any Work not performed prior to termination, nor for any economic loss arising out of or resulting from such termination, except for the payments listed in this section. Contractor’s warranty under Section 14 of this Agreement shall apply, and Contractor shall remain responsible for all obligations related to such warranty, with respect to all portions of the Work performed prior to the effective date of the termination for convenience pursuant to this section. The City shall be entitled to have any or all remaining Work performed by other contractors or by any other means at any time after the effective date of a termination for convenience pursuant to this section.
28. TERMINATION FOR BREACH OF CONTRACT
If Contractor abandons the Work under this Contract, or if the Contract or any portion of the Contract is sublet or assigned without the consent of the City, or if the Engineer determines in the Engineer’s sole discretion that the conditions of the Contract in respect to the rate of progress of the Work are not being fulfilled or any part thereof is unnecessarily delayed, or if Contractor violates or breaches, or fails to execute in good faith, any of the terms or conditions of the Contract, or if Contractor refuses or fails to supply enough properly skilled labor or materials or refuses or fails to make prompt payment to subcontractors for material or labor, or if Contractor disregards any Laws or Regulations or proper instruction or orders of the Engineer, then, notwithstanding any provision to the contrary herein, the City may give Contractor and its Sureties written notification to immediately correct the situation or the Contract shall be terminated.
Form approved by City Attorney 1-11-17 15
In the event that such notice is given, and, in the event such situation is not corrected, or arrangements for correction satisfactory to the City are not made, within ten (10) calendar days from the date of such notice or within such other period of time as may be specified by the City in the notice, the Contract shall upon the expiration of said period cease and terminate. In the event of any such termination, City may take over the Work and prosecute the Work to completion, or otherwise, and the Contractor and its Sureties shall be liable to City for any cost occasioned City thereby, as hereinafter set forth.
In the event City completes the Work, or causes the Work to be completed, no payment of any kind shall be made to Contractor until the Work is complete. The cost of completing the Work, including but not limited to, extra costs of project administration and management incurred by City, both direct or indirect, shall be deducted from any sum then due, or that becomes due, to Contractor from City. If sums due to Contractor from City are less than the cost of completing the Work, Contractor and its Sureties shall pay City a sum equal to this difference on demand. In the event City completes the Work, and there is a sum remaining due to Contractor after City deducts the costs of completing the Work, then City shall pay such sum to Contractor. The Contractor and Contractor’s Sureties shall be jointly and severally liable for all obligations imposed on Contractor hereunder.
No act by City before the Work is finally accepted, including, but not limited to, exercise of other rights under the Contract, actions at law or in equity, extensions of time, payments, assessments of liquidated damages, occupation or acceptance of any part of the Work, waiver of any prior breach of the Contract or failure to take action pursuant to this section upon the happening of any prior default or breach of Contractor, shall be construed to be a waiver or estoppel of the City’s right to act pursuant to this Section upon any subsequent event, occurrence or failure by Contractor to fulfill the terms and conditions of the Contract. The rights of City to terminate the Contract pursuant to this Section and pursuant to Sections 26 and 27 are cumulative and are in addition to all other rights of City pursuant to the Contract and at law or in equity.
29. CONTRACTOR BANKRUPT
If Contractor should commence any bankruptcy proceeding, or if Contractor is adjudged a bankrupt, or if Contractor makes any assignment for the benefit of creditors, or if a receiver is appointed on account of Contractor's insolvency, then the City may, without prejudice to any other right or remedy, terminate the Contract and complete the work by giving notice as provided in Section 28 above.
30. SURETIES’ OBLIGATIONS UPON TERMINATION
If the City terminates the Contract pursuant to Section 28 or Section 29 above:
A. The Surety under Contractor’s performance bond shall be fully responsible for all of the Contractor’s remaining obligations of performance under the Contract as if the Surety were a party to the Contract, including without limitation Contractor’s obligations, as provided in the Contract Documents, to complete and provide a one- year warranty of the entire Work, pay liquidated damages and indemnify, defend and hold harmless City, up to the full amount of the performance bond.
Form approved by City Attorney 1-11-17 16
B. The Surety under Contractor’s payment bond shall be fully responsible for the performance of all of the Contractor’s remaining payment obligations for work, services, equipment or materials performed or provided in connection with the Work or any portion thereof, up to the full amount of the payment bond.
31. ACCOUNTING RECORDS OF CONTRACTOR
During performance of the Contract and for a period of three (3) years after completing the entire Work, Contractor shall maintain all accounting and financial records related to the Contract and performance of the Work in accordance with generally accepted accounting practices, and shall keep and make such records available for inspection and audit by representatives of the City upon reasonable written notice.
32. USE TAX REQUIREMENTS
During the performance of this Agreement, CONTRACTOR, for itself, its assignees and successors in interest, agrees as follows:
A. Use Tax Direct Payment Permit: For all leases and purchases of materials, equipment, supplies, or other tangible personal property used to perform the Agreement and shipped from outside California, the Contractor and any subcontractors leasing or purchasing such materials, equipment, supplies or other tangible personal property shall obtain a Use Tax Direct Payment Permit from the California State Board of Equalization (“SBE”) in accordance with the applicable SBE criteria and requirements.
B. Sellers Permit: For any construction contract and any construction subcontract in the amount of $5,000,000 or more, Contractor and the subcontractor(s) shall obtain sellers permits from the SBE and shall register the jobsite as the place of business for the purpose of allocating local sales and use tax to the City.
Contractor and its subcontractors shall remit the self-accrued use tax to the SBE, and shall provide a copy of each remittance to the City.
C. The above provisions shall apply in all instances unless prohibited by the funding source for the Agreement.
33. NON-DISCRIMINATION IN EMPLOYEE BENEFITS
This Agreement may be subject to the requirements of Sacramento City Code Chapter
3.54, Non-Discrimination in Employee Benefits by City Contractors. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter
3.54, entitled “Requirements of the Non-Discrimination in Employee Benefits Code.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.54. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Form approved by City Attorney 1-11-17 17
Chapter 3.54 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.
34. CONSIDERING CRIMINAL CONVICTION INFORMATION IN THE EMPLOYMENT
APPLICATION PROCESS
This Agreement may be subject to the requirements of Sacramento City Code Chapter
3.62, Procedures for Considering Criminal Conviction Information in the Employment Application Process. The Contract Documents include a summary of the requirements of Sacramento City Code Chapter 3.62, entitled “Ban-The-Box Requirements.” By signing this Agreement, Contractor acknowledges and represents that Contractor has read and understands these requirements and agrees to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62. If requested by City, Contractor agrees to promptly provide such documents and information as may be required by City to verify Contractor’s compliance. Any violation by Contractor of Sacramento City Code Chapter 3.62 constitutes a material breach of this Agreement, for which the City may terminate the Agreement and pursue all available legal and equitable remedies.
Contractor agrees to require its subcontractors to fully comply with all applicable requirements of Sacramento City Code Chapter 3.62, and include these requirements in all subcontracts covered by Sacramento City Code Chapter 3.62.
IN WITNESS WHEREOF, the parties hereto have signed this Agreement on the date set for opposite their names.
BY 100004513_________
DIR Registration #
THOMAS MURPHY, PRESIDENT 46-2041689 _______
TJR Resources, Inc Federal Tax ID#
Type of Business Entity: Corporation 3559463___________ State Tax ID#
1024663
City of Sacramento Business
Operation Tax Certificate No.
CITY OF SACRAMENTO
A municipal corporation
BY
HECTOR BARRON, ASSISTANT CITY MANAGER
For Howard Chan, City Manager
Original Approved As To Form:
___________________________________
CITY ATTORNEY
ATTEST:
___________________________________
CITY CLERK
Mangan Park Improvements
PN: L19210200 - Bid #B23191121001
CDBG Funded - Special Requirements Apply
Please see M/WBE & Section 3 requirements contained in this bid package.
BID PROPOSAL CHECKLIST
Contractor Name: r •-ne RE-saw-cc
When submitting your bid, please do not use any binding materials such as staples, paper clips, binder clips, post-its, or tabs. ad Proposal Checldist
R /Bid Proposal Guarantee form with bid security of at least 10% of the total sum of the bid proposal EV131c1 Proposal Form,
liKrug Free Workplace Policy and Affidavit
Ifrginimum Qualifications Questionnaire
Ir(DBG Forms
• Section 3 MWBE Trade-Craft Documentation Sheet
• Section 3 Good Faith Effort Contract Log
• Section 3 MWBE Outreach Questionnaire
• Declaration of Intent to Comply with Section 3
• Section 3 Economic Opportunity Plan
Subcontractor/Supplier Verification Form
Bidder shall list all other subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].
Additionally, per CA Contract Code 4104, the bidder shall list all business names, location of the place of business, California contractor license number, and DIR public works contractor registration number of each subcontractor who will perform work or labor or render service to the prime contractor in an amount in excess of one-half of 1 percent of the prime contractor's total bid.
CA Contract Code 4106 states that if a prime contractor fails to specify a subcontractor or if a prime contractor specifies more than one subcontractor for the same portion of work to be performed under the contract in excess of one-half of 1 percent of the prime contractor's total bid, the prime contractor agrees that he or she is fully qualified to perform that portion himself or herself, and that the prime contractor shall perform that portion himself or herself.
If after award of contract, the prime contractor subcontracts, except as provided for in Sections 4107 or 4109, any such portion of the work, the prime contractor shall be subject to the penalties named in Section 4111.
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
INSR ADDL SUBR
LTR INSD WVD
PRODUCER CONTACT
NAME:
FAXPHONE
(A/C, No):(A/C, No, Ext):
E-MAIL
ADDRESS:
INSURER A :
INSURED INSURER B :
INSURER C :
INSURER D :
INSURER E :
INSURER F :
POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY)
AUTOMOBILE LIABILITY
UMBRELLA LIAB
EXCESS LIAB
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required)
AUTHORIZED REPRESENTATIVE
EACH OCCURRENCE $
DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $
PERSONAL & ADV INJURY $
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $
PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT
OTHER: $
COMBINED SINGLE LIMIT
$(Ea accident)
ANY AUTO BODILY INJURY (Per person) $
OWNED SCHEDULED
BODILY INJURY (Per accident) $AUTOS ONLY AUTOS
HIRED NON-OWNED PROPERTY DAMAGE
$AUTOS ONLY AUTOS ONLY (Per accident)
$
OCCUR EACH OCCURRENCE
CLAIMS-MADE AGGREGATE $
DED RETENTION $
PER OTH-
STATUTE ER
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE $
If yes, describe under
E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC #
COMMERCIAL GENERAL LIABILITY
Y / N
N / A
(Mandatory in NH)
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
CERTIFICATE HOLDER CANCELLATION
© 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03)
CERTIFICATE OF LIABILITY INSURANCE
DATE (MM/DD/YYYY)
$
$
$
$
$
The ACORD name and logo are registered marks of ACORD
9/26/2022
License # 0F82764
(916) 503-6303 (916) 400-2625
41297
T J R Resources, Inc.
PO Box 637
Rancho Cordova, CA 95741
42390
35378
15884
A 1,000,000
X BCS0039926 4/25/2022 4/25/2023 100,000
Excluded
1,000,000
2,000,000
2,000,000
1,000,000B
X TJAU382530 8/23/2022 8/23/2023
1,000,000C
EZXS3077892 4/25/2022 4/25/2023 1,000,000
D
X FLA016991-01 4/29/2022 4/29/2023 1,000,000
1,000,000
1,000,000
The City of Sacramento its employees, officers and agents are included as Additional Insured in regards to General Liability and Commercial Auto per attached endorsement. Primary and Non-Contributory applies. Waiver of Subrogation applies to Workers Compensation.
RE: Contract Award: River Mangan Park Improvements
City of Sacramento
c/o EXIGIS LLC
P.O. Box 4668 ECM - #35050
New York, NY 10168-4668
THOMEDW-01 EBATARINA
Inszone Insurance Services, LLC
2721 Citrus Road, Suite A
Rancho Cordova, CA 95742
Amanda Moore
[email protected]
Scottsdale Insurance Company
AmGUARD Insurance Company
Evanston Insurance Company
Falls Lake Fire & Casualty Company
X
X
X
X
X
X
X
X
X
COMMERCIAL GENERAL LIABILIT
Y
CG 20 38 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
CG 20 38 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – AUTOMATIC STATUS FOR OTHER
PARTIES WHEN REQUIRED IN WRITTEN
CONSTRUCTION AGREEMENT
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. Section II – Who Is An Insured is amended to
include as an additional insured:
1. Any person or organization for whom you are
performing operations when you and such
person or organization have agreed in writing
in a contract or agreement that such person or
organization be added as an additional insured
on your policy; and
2. Any other person or organization you are
required to add as an additional insured under
the contract or agreement described in
Paragraph 1. above.
Such person(s) or organization(s) is an additional
insured only with respect to liability for "bodily
injury", "property damage" or "personal and
advertising injury" caused, in whole or in part, by:
a. Your acts or omissions; or
b. The acts or omissions of those acting on
your behalf;
in the performance of your ongoing operations for
the additional insured described in Paragraph 1. or
2. above.
However, the insurance afforded to such
additional insured described above:
a. Only applies to the extent permitted by law;
and
b. Will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
A person's or organization's status as an
additional insured under this endorsement ends
when your operations for the person or
organization described in Paragraph 1. above are
completed.
B. With respect to the insurance afforded to these
additional insureds, the following additional
exclusions apply:
This insurance does not apply to:
1. "Bodily injury", "property damage" or "personal
and advertising injury" arising out of the
rendering of, or the failure to render, any
professional architectural, engineering or
surveying services, including:
a. The preparing, approving, or failing to
prepare or approve, maps, shop drawings,
opinions, reports, surveys, field orders,
change orders or drawings and
specifications; or
b. Supervisory, inspection, architectural or
engineering activities.
This exclusion applies even if the claims
against any insured allege negligence or other
wrongdoing in the supervision, hiring,
employment, training or monitoring of others by
that insured, if the "occurrence" which caused
the "bodily injury" or "property damage", or the
offense which caused the "personal and
advertising injury", involved the rendering of, or
the failure to render, any professional
architectural, engineering or surveying
services.
2. "Bodily injury" or "property damage" occurring
after:
a. All work, including materials, parts or
equipment furnished in connection with
such work, on the project (other than
service, maintenance or repairs) to be
performed by or on behalf of the additional
insured(s) at the location of the covered
operations has been completed; or
Insured Copy
POLICY NUMBER: BCS0039926
b. That portion of "your work" out of which the
injury or damage arises has been put to its
intended use by any person or organization
other than another contractor or
subcontractor engaged in performing
operations for a principal as a part of the
same project.
C. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:
The most we will pay on behalf of the additional
insured is the amount of insurance:
1. Required by the contract or agreement
described in Paragraph A.1.; or
2. Available under the applicable limits of
insurance;
whichever is less.
This endorsement shall not increase the
applicable limits of insurance.
Insured Copy
CG 20 37 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: BCS0039926 COMMERCIAL GENERAL LIABILITY
CG 20 37 12 19
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED – OWNERS, LESSEES OR
CONTRACTORS – COMPLETED OPERATIONS
COMMERCIAL GENERAL LIABILITY COVERAGE PART
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART
SCHEDULE
Name Of Additional Insured Person(s)
Or Organization(s) Location And Description Of Completed Operations
ANY PERSON OR ORGANIZATION
WHEN REQUIRED BY WRITTEN
CONTRACT OR AGREEMENT,
EXECUTED PRIOR TO THE
OCCURRENCE TO WHICH THIS
INSURANCE APPLIES, THAT SUCH
PERSON OR ORGANIZATION BE
ALL LOCATIONS
ADDED AS AN ADDITIONAL
INSURED ON YOUR POLICY.
Information required to complete this Schedule, if not shown above, will be shown in the Declarations.
A. Section II – Who Is An Insured is amended to
include as an additional insured the person(s) or
organization(s) shown in the Schedule, but only
with respect to liability for "bodily injury" or
"property damage" caused, in whole or in part, by
"your work" at the location designated and
described in the Schedule of this endorsement
performed for that additional insured and included
in the "products-completed operations hazard".
However:
1. The insurance afforded to such additional
insured only applies to the extent permitted by
law; and
2. If coverage provided to the additional insured is
required by a contract or agreement, the
insurance afforded to such additional insured
will not be broader than that which you are
required by the contract or agreement to
provide for such additional insured.
B. With respect to the insurance afforded to these
additional insureds, the following is added to
Section III – Limits Of Insurance:
If coverage provided to the additional insured is
required by a contract or agreement, the most we
will pay on behalf of the additional insured is the
amount of insurance:
1. Required by the contract or agreement; or
2. Available under the applicable limits of
insurance;
whichever is less.
This endorsement shall not increase the
applicable limits of insurance.
This endorsement modifies insurance provided under the following:
Insured Copy
COMMERCIAL AUTO
BA 99 04 06 18
THIS ENDORSEMENT CHANG ES THE POLICY. PLEASE READ IT CAREFULLY.
BA 99 04 06 18 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1
ADDITIONAL INSURED WHEN REQUIRED BY CONTRACT
This endorsement modifies insurance provided under the following:
BUSINESS AUTO COVERAGE FORM
With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement.
This provision does not apply in regard to any ownership, maintenance or use of the additional insured’s “autos.” Additional Insured When Required by Contract
(1) Paragraph A.1. – WHO IS AN INSURED –
of Section II – Liability Coverage is
amended to add:
d. When you have agreed, in a written
contract or written agreement, that a
person or organization be added as an
additional insured on your business auto
policy, such person or organization is an
“insured”, but only to the extent such
person or organization is liable for
“bodily injury” or “property damage”
caused by the conduct of an “insured”
under paragraphs a. or b. of Who Is An
Insured with regard to the ownership,
maintenance or use of a covered “auto.”
The insurance afforded to any such
additional insured applies only if the
“bodily injury” or “property damage”
occurs:
(1) During the policy period, and
(2) Subsequent to the execution of such
written contract, and
(3) Prior to the expiration of the period
of time that the written contract
requires such insurance be provided
to the additional insured.
(2) How Limits Apply
If you have agreed in a written contract
or written agreement that another
person or organization be added as an
additional insured on your policy, the
most we will pay on behalf of such
additional insured is the lesser of:
(a) The limits of insurance specified in
the written contract or written
agreement; or
(b) The Limits of Insurance shown in
the Declarations.
Such amount shall be a part of and not
in addition to Limits of Insurance shown
in the Declarations and described in this
Section.
(3) Additional Insureds Other Insurance
If we cover a claim or “suit” under this
Coverage Part that may also be covered
by other insurance available to an
additional insured, such additional
insured must submit such claim or “suit”
to the other insurer for defense and
indemnity.
However, this provision does not apply
to the extent that you have agreed in a
written contract or written agreement
that the insurance is primary and non-
contributory with the additional insured’s
own insurance.
(4) Duties in The Event Of Accident, Claim,
Suit or Loss
If another person or organization is
added as an additional insured on your
policy, the additional insured shall be
required to comply with the provisions in
A. Loss Conditions 2. – Duties In The
Event Of A ccident, C laim, S uit Or
Loss – of SECTION IV – BUSINESS
AUTO CONDITIONS , in the same
manner as the Named Insured.
Policy Number: TJAU382530
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed. 4-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT-CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule.
The additional premium for this endorsement shall be 2.5% of the California workers’ compensation premium otherwise due on such remuneration.
Schedule
Person or Organization Job Description
Blanket Waiver of Subrogation As respects to all CA jobs performed by the named insured during the policy period where by written contract a waiver of subrogation is required prior to the
commencement of work.
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 04-29-2022 Policy No. FLA016991-01 Endorsement No.
Insured Insurance Company
T J R Resources, Inc. (a Corp) Falls Lake Fire & Casualty Company Countersigned By
©1998 by the Workers’ Compensation Insurance Rating Bureau of California. All rights reserved.
Item
No. Item QTY Unit
1 Temporary Construction Fence 1 LS
2 Site Clearing and Grubbing 1 LS
3 Erosion and Sediment Control for Sites Under 1 Acre 1 LS 4 Site Staking 1 LS
5 Site Grading 1 LS
6 Demolition and Removal 1 LS
7 Playground Drain Clean Out 1 LS
8 Aggregate Base 1 LS
9 Concrete Flatwork 1 LS
10 Asphaltic Concrete Pavement 1 LS
11 Asphalt Slurry Seal and Crack Sealant 1 LS
12 r Concrete Mowband 1 LS
13 Concrete Curb Type 3 1 LS
14 Concrete Ramp 1 LS
15 Truncated Dome Warning Tiles 1 LS
16 Parking Area Pavement Stripes and Markings 1 LS
17 Concrete Wheel Stop 1 LS
18 Accessible Parking Signs and Curb Paint 1 LS
19 Stabilized Decomposed Granite Pavement 1 LS
20 C Play Area Curb 1 LS
21 Play Area Access Ramp 1 LS
22 Play Equipment 1 LS
23 Rubber Mat Under Swings 1 LS
24 Swings 1 • LS
25 Playground Rules Sign 1 LS
26 Playground Wood Fiber 1 LS
27 City Building Permit Inspection Coordination 1 LS
28 Shade Canopy 1 LS
29 C Bench 1 LS
30 Archery Range Rules Sign 1 LS
31 Concrete Park Sign 1 LS
Unit Price
9i3g
i5172-8
3326 —
Total
$ /0 1 9'eg
$ 6728 -
$ 39to 3996
534-
1432'
$
116, 099-
3916 -
L€43-6c 111/76 -
7e yr
13, 3'76
38r —
$
24 67C
2-2-31?
mo -
gine -
goz.V
e—
itz113
612--
$ 626
$ zfi, 9-6o
$ 902-1 —
$ e—
46? -
23a
3 do6
$ ci-68 -
$ 1 t 406
$ 23C,C,
$
LIN -
153, 1
-7131 -- I
102-tt —
$
L53y
2696 -
City of
SACRAMENTO Bid Proposal
TO THE HONORABLE CITY COUNCIL, SACRAMENTO, CALIFORNIA: In compliance with the Contract Documents, the undersigned hereby proposes to furnish all required labor, materials, supervision, transportation, equipment, services, taxes and incidentals required for:
Mangan Park Improvements
PN: L19210200 - Bid #B23191121001
in the City and County of Sacramento, California. The Work is to be done in strict conformity with the Contract Documents now on file in the Office of the City Clerk, for the following sum:
Rev 2-15-2022
SACRAMENTO Bid Proposal
32 9" Concrete Sports Court Curb 1 LS 16,,ogg— $
33 Basketball Court Paving & Striping 1 LS n ) 2.2o $ 32-,2-2o 34 Basketball Post, Backboard, Goal and Net 1 LS 22, LS 6 $ 2-2 35 Irrigation System Modification 1 LS 9894, $
36 Lawn Sodding 1 LS S6 — $ 66)4
37 Plant Establishment Period (14 Calendar Days) 1 LS 5 e-1 4/31 BASE BID TOTAL $ 32.17-1 )2/
ADDITIVE ALTERNATES BID ITEMS
Item
No. Item Description QTY Unit Unit Price Total
A1 Archery Targets 33136 —
A2 Picnic Table & ADA Picnic Table & BB Q Grill I 3 1 no - $ 13 2.3c5 A3 Concrete Flatwork (Complete) 12,2-2.9 $ 12--,
GRAND TOTAL $ 37 -6 cr e y ---
The undersigned agrees to execute the Agreement and provide City the executed Agreement the required insurance certificates, endorsements, and waivers of subrogation, and the required surety bonds within ten (10) calendar days after the undersigned's receipt of the City's notice that the undersigned will be recommended for Contract award and prior to award of the Contract by the City Council. It is understood that this Bid Proposal is based upon completion of the Work within a period of {30 WORKING DAYS AND 14 CALENDAR DAYS MAINTENANCE OR PLANT ESTABLISHMENT PERIOD}, commencing on the date set forth in the written Notice to Proceed issued by the City to the Contractor. The Contractor is hereby notified and reminded that per City Contract requirements, the City will issue a Notice to Proceed within 15 calendar days of execution of contract by City. Contract workdays will start immediately on the date of the Notice to Proceed. Attached is a sample of a Notice to Proceed. The amount of liquidated damages to be paid by the Contractor for failure to complete the work by the completion date (as extended, if applicable) shall be One Thousand Dollars ($1,000) for each calendar day, continuing to the time at which the work is completed. Such amount is the actual cash value agreed upon as the loss to the City resulting from the default of the Contractor. By signing, it is also understood that all labor compliance requirements must be met by all contractors, sub-contractors, and sub-tier contractors before any payment can be made. Failure to meet the labor compliance requirements will result in your pay request or invoice being rejected. No payment shall be made by the City until full compliance has been met. Partial payments/partial withholdings will not be authorized. Work under these Special Provisions shall be performed by qualified personnel experienced in work described herein. The Contractor and/or its subcontractor shall possess current and active licenses issued by the California Contractors State License Board for (CLASS A AND C271 at the time of the bid submittal and throughout the construction period. Any cited violations or pending violation investigations by the California Contractors State Licensing Board within three years prior to the date of the bid submittal shall be fully disclosed in the bid.
CLASS GENERAL A LICENSE #
Name. 7312- RaseorCes 1)1W,
Address: Po Boc 07-
?4ysk,ko r(y,2.x,olbg, cA- TM/
Issue Date. )14 I /7•013 Expiration Date: 2./2 I /2 6 2.3 CLASS C27 LICENSE #
Name: F442.te_ae__ 2.4r4 DS c419C--
Address: 6611 Azitliel-mi ga-vb
ca4CattYEE14 TO I C4 754 gy
Issue Date: 3 /I° /Sec 5 Expiration Date: 3 / 51 /2(17
DETERMINATION OF LOW BIDDER
The determination of the low bidder will be based on the base bid and all additives, if any. However, the contract award may not include any of the additives. The City reserves the right to select which additives, if any, to include in the contract award in addition to the base bid work If an additive is an alternative to a bid item and the additive is to be awarded, the contract amount will be based on the additive price instead of the base bid item price. In determining the amount bid by each bidder, the City may disregard mathematical errors in addition, subtraction, multiplication, and division that appear obvious on the face of the Proposal. When such a mathematical error appears on the face of the Proposal, the City shall have the right to correct such error and to compute the total amount bid by said bidder on the basis of the corrected figure or figures. The City Council may reject any and all bids and waive any informalities or minor irregularities in the bids. When an item price is Rev 2-15-2022
ADDENDUM ACKNOWLEDGEMENT
The undersigned agrees that all addenda received and acknowledged herein shall become a part of and be included in this Bid Proposal. This Bid Proposal includes the following addenda:
Addendum / Addendum Addendum
Addendum Addendum Addendum
1:?) Contractor Signature:41
PRIME CONTRACTOR - TYPE OF BUSINESS
If the Bidder is a corporation, the Bid Proposal must be executed in the name of the corporation and must be signed by a duly authorized officer of the corporation. If the Bidder is a partnership, the Bid Proposal must be executed in the name of the partnership and one of the partners must subscribe their signature thereto as the authorized representative of the partnership. Check one:
E Individual 0 Partnership
lje<orporation 0 Limited Liability Company
0 Other
PRIME CONTRACTOR LICENSES & TAX INFORMATION
(must be valid at time of bid)
City of Sacramento Business Operation Tax #: 10.063
(must be valid prior to award of contract)
BOTC Expiration: 1211)/2-2.
State Tax ID#35511/6.5 Federal Tax ID # 4 C - .2440 C7 Contractors State License #:1131 11 4/ 9
(must be valid at time of bid)
DIR Registration #: I ooggia 357r
Expiration: LA/si/zs
Expiration: 6 Po `(
SACMMENTO
Bid Proposal
required to be set forth in the Proposal, and the total for the item set forth separately does not agree with a figure which is derived by multiplying the item price times the Engineer's estimate of the quantity of work to be performed for said item, the item price shall prevail over the sum set forth as the total for the item unless, in the sole discretion of the City, such a procedure would be inconsistent with the policy of the bidding procedure. The total paid for each such item of work shall be based upon the item price and not the total price. Should the Proposal contain only total price for the item and the item price is omitted, the City shall determine the item price by dividing the total price for the item by the Engineer's estimate of the estimated quantities of work to be performed as items of work. If the Proposal contains neither the item price nor the total price for the item, then it shall be deemed incomplete and the Proposal shall be deemed non-responsive. The undersigned has examined the location of the proposed Work, the local conditions at the place where the Work is to be done, is familiar with the Contract Documents and is familiar and expressly agrees to the liquidated damages provision of the Contract Documents.
The undersigned has checked carefully all of the foregoing figures and understands that the City of Sacramento will not be responsible for any errors or omissions on the part of the undersigned in making up this Bid Proposal.
CONTRACTOR TO COMPLETE AND SIGN:
BID BOND
Enclosed is a Bid Proposal Guarantee, as required, consisting of a bidder's bond or other acceptable security for not less than ten percent (10%) of the amount Bid Proposal. Amount of Bid Proposal Guarantee Enclosed:
(must not be less than 10% of the total bid amount including alternates) $ iò% 3 D Bid Bond
Certified Check
Cashier's Check
Money Order
Other
PRIME CONTRACTOR INFORMATION
Legal Business Name:
T-312- 9esci vie cos, 61c ,
Business Address: dic WY -
giA.4,140 cod-D0114t CA 16 9/
Phone: cilb - 7 .52-6 . 017
Email: • to t4U •Mit reseurc
Print or type clearly - results will be emailed
THIS BOX FOR CITY USE ONLY
CITY CLERK TO FILL OUT
Bid Bond Security Received:
0 Properly Signed p Improperly Signed
0 Not Included
Type of Deposit Received:
Bid Bond 0 Certified Check
Li Cashier's Check 0 Money Order
LI Other
o 04A-5 Ply y
SIGNATURE
Print or Type Signers Name
Signers Title
Date
Rc,.' 2 I :202'2
CiO, of
SACRAMENTO
SUBCONTRACTOR AND SUPPLIER FORM
FOR PUBLIC PROJECTS WITH CDBG FUNDING
. THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list all subcontractors•who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount In the case of bids for the construction of streets and highways, hicluding bridges, subcontractors whose subcontract vahie exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Esthnated dollar values shall be provided for ail work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The inclusion of false information or the omission of required information will render the bid non-responsive.
Prime Contractor Name -T-3.4.9 RES. acirt -051 /tic—
(REQUIRED) Prime Contractor DIR Registration # I Otadoe 3573 Business Name PAIMI-E12. kit.' o sciip &
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) Eriub contractor
• Supplier
CSLB/Professional License g g55.9.1 6 DIR Registration tt (10 digits) 1 008cao38 I Address 6eP11 FaAnnusil gi-v2) Estimated dollar value of work, services or materials to be performed of provided $ 471002,55 City, State, Zip citKelyili&U ro , CA- 156,2y Type of Work, Services, or Materials to be provided to complete contTact. _ .
Contact Person -DAWN. elk- gtag.e42_ Lihry s ow ry._.
Email Address Ctafcirildle C.-- itatea.a_. cem
Phone lig - 33? - Os?!
Business Name
cYita- Cev(caet
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Registration) • Subcontractor
iklupplier
CSLB/Professional License tt A A
DIR Registration g (10 digits) movee 8621
Address 8g 1 N . AaNdsril Bi-vb Estimated dollar value of work, services or materials to be performed of provided $ 32()C) City, State, Zip abo 2.1o104. e4 150_3, Type of Work, Services, or Materials to be provided to complete contract.
Contact Person
I
Da-agid- - a V e tt. I2e6“) t ti stirrAev2 , Email Address elokyae— C- 576 O. COI Phone 536 - 261 . 95/7
I hereby certify' that each subcontractor listed on this form has been notified that it has been listed and has consented in writing to its name being submitixd for this contract The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing If the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracy of this information in ............ ..... _........._
_ Paes iTh&47--- Si 11/ 2-2-- $ 3 1 1 ' I 9 —
Signature (Principal of Firm) t Title Date Total Bid Amount (Including additive alternates if applicable)
COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name
(REQUIRED) Prime Contxactor DIR Registration #
—rz- 4.- Res CIWC475,
I occoo 3513
ay of
SACRA E N TO
SUBCONTRACTOR AND SUPPLIER FORM
FOR PUBLIC PROJECTS WITH CDBG FUNDING
. THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list all subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for a work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal•for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The inclusion of false information or the omission of required information will render the bid non-responsive.
Business Name S 't eicaft C112-1 rinia...
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that pmform labor of installing or removing fencing and surveyors require D1R Registration) (rSubcontractor
• Supplier
CSLB/Professional License g 66rni DIR Registration g (10 digits) Af3/45006 relcs Address 9315 IZI RI 5;554- t
Esdmated dollar value of work, services or materials to be•performed of provided _ $ ge c) 6
City, State, Zip Restýlize CA - 157 V 7— 1
Type of Work, Services, or Materials to be provided to complete contract. • Contact Person 44441, ciwa, Speð pi 141 / trivia .
Email Address CM A1712 ci C.- 1)029.4- .57R/1 •Ct I
Phone 1/6- 7411 • 0430
Business Name
C le-e-42-4 1/61-froT , ) ne....
Subcontractor or Supplier? (Conerete delivery companies, temp fence companies that pmform labor of installing or removing fencing and surveyors requ(re D1R Registration) Eriubcontractor
• Supplier
aL13/Professional License ft q57-04 , DIR Registration it (10 digits) I ocoao 1765.
Address 3765' (Sete° Cr my 2._ Estimated dollar value of work, services or materials to be performed of provided . $ -2.3 , 65,0- City, State, Zip ?fr nic37 °3 CanCIV4 et4 9511/ 2— Type of Work, Services, or Materials to be provided to complete contract. f
Contact Person ._ .. 1) 1/3/4/11) Ni I LA-M. Pni-IDa 4,7101:71— Email Address t4 W C.-9,e0 ,24 4In(A4...r. Ca ht-
Phone
• TM ' 636 --- 78fg
I hereby certify that each subcontractor listed on this form has been notified that it has been listed and has consented in writing to its name being submitted for this contract The Prime Contractor also certifies that it will nod& each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request The Prime Contractor further certifies that all of the information contained in this Form is true and correct and aclmowledges that the City will rely on the accuracy of this information in awarding the contract
IWO-- presiDeaT- <21,-12_z_ $ °35 nr
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable)
COPY AND ATTACH ADDITIONAL SHEETS AS NECESSARY
Prime Contractor Name
(REQUIRED) Prime Contractor DIR Registration #
Tait IC? e5ources tr(c-
loccoo 35/3
Cio/ of
SACRAM ENTO
SUBCONTRACTOR AND SUPPLIER FORM
FOR PUBLIC PROJECTS WITH CDBG FUNDING
THIS FORM MUST BE SUBMITTED WITH THE SEALED BID PROPOSAL To be eligible for award of this contract, the bidder shall list all subcontractors who perform work, render service, or provide materials in an amount in excess of one-half of 1 percent of the total bid amount In the case of bids for the construction of streets and highways, including bridges, subcontractors whose subcontract value exceeds one-half of 1 percent of the total bid or ten thousand dollars ($10,000), whichever is greater, shall be listed. Estimated dollar values shall be provided for all work, services or materials listed. No contractor or subcontractor may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. The inclusion of false information or the omission of required information will render the bid non-responsive.
Business Name 04-12i ‘hl r 7 / 4 ea) IA'
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors requ(re DM Registration) P -1 .tib contra ctor
• Supplier
CSLE/Professional License # L 7074
DIR Registration # (10 digits) 1 00000 6177-5'
Address t2-11-2- -Dure.,37- CT- Estimated dollar value of work, services or materials to be performed of provided $ S )2.6 - City, State, Zip riAni +fedi- CA- 1933.6 I
Type of Work, Services, or Materials to be provided to complete contract.
Contact Person KtIel IA 3A-1214 HAM--
5 u q-Veci /Af, Email Address kdi-.1 /4- a t4t-12420y , cowl Phone 769 2-S
Business Name
wen- 6:ms-r- kJ kl 4- ea--- ii...8c- 4
Subcontractor or Supplier? (Concrete delivery companies, temp fence companies that perform labor of installing or removing fencing and surveyors require DIR Reg(stration) IlKibcontractor
111 Supplier
CSLB/Professional License # Pj IA— DIR Registration # (10 digits) i6 006 lap I Address
gl 'I/ Ng -be. ) 5.7— 24.231 Estimated dollar value of work, services or materials to be performed of provided $ 1.4. 6 e) 6 City, State, Zip eL -Doo.„9-20 1-11 LL5-, a wiz i Type of Work, Services, or Materials to be provided to complete contract.
Contact Person 0 Jenno F-124. Cm 04 I i it Arl t
12.0C 417
Email Address ki on niAe Nic.- V4 elWo• i-Teccui,-, toy Phone
I hereby certify that each subcontractor listed on this form has been notified that it has been listed and has consented in writing to its name being submitted for this contract. The Prime Contractor also certifies that it will notify each subcontractor listed on this Form in writing if the contract award is made to the Prime Contractor, and will make all documentation relevant to the subcontractor and LBE participation available to City of Sacramento upon request. The Prime Contractor further certifies that all of the information contained in this Form is true and correct and acknowledges that the City will rely on the accuracy of this information in awarding the contract.
Alc 1 Pief8 5 i 7)-v-rn " $ 3 44 lir i - )
Signature (Principal of Firm) Title Date Total Bid Amount (including additive alternates if applicable) Signature Title
The Representations Made Herein On This Document Are Made Under Penalty Of Perjury. -1—Z — C.— gusiurrces
BY: 4
CONTRAC S TO ' NAME:
ne5 DEb`r "L Date:
2y of
SAC RAM ENTO DRUG-FREE POLICY AND AFFIDAVIT
BID PROPOSAL MAY BE DECLARED NONRESPONSIVE IF TIIIS FORM (COMPLETED) IS NOT ATTACHED.
Pursuant to City Council Resolution CC90-498 dated 6/26/90 the following is required.
The undersigned contractor certifies that it and all subcontractors performing under this Agreement will provide a drug-free workplace by:
1. Publishing a "Drug-Free Workplace statement notifying employees that the unlawful manufacture, distribution, dispensing, possession or use of a controlled substance is prohibited in the contractor's workplace and specifying the actions that will be taken against employees for violations of such prohibition.
2. Establishing a Drug-Free Awareness Program to inform employees about:
a. The dangers of drug abuse in the workplace.
b. The contractor's policy of maintaining a drug-free workplace. c. Any available drug counseling, rehabilitation, and employee assistance program. d. The penalties that may be imposed upon employees for drug abuse violations occurring in the workplace.
3. Notify employees that as a condition of employment under this Agreement, employees will be expected to:
a. Abide by the terms of the statement.
b. Notify the employer of any criminal drug statute conviction for a violation occurring in the workplace.
4. Making it a requirement that each employee to be engaged in the performance of the Agreement be given a copy on the "Drug-Free Workplace" statement.
5. Taking one of the following appropriate actions, within thirty (30) days of receiving notice from an employee or otherwise receiving such notice, that said employee has received a drug conviction for a violation occurring in the workplace:
a. Taking appropriate disciplinary action against such an employee, up to and including termination; or b. Requiring such employee to participate satisfactorily in a drug abuse assistance or rehabilitation program approved for such purposes by a federal, state, or local health, law enforcement or other appropriate agency. * I certify that no person employed by this company, corporation, or business has been convicted of any criminal drug statute violation on any job site or project where this company, corporation or business was performing was within three years of the date of my signature below.
EXCEPTION: lig /A- A
r
ial
Date Violatio Type Place of Occurrence
If additional space is required use back of this form.
* The above statement will also be incorporated as a part of each subcontract agreement for any and all subcontractors selected for performance on this project.
IN THE EVENT THIS COMPANY, CORPORATION, OR BUSINESS IS AWARDED THIS CONSTRUCTION AGREEMENT, AS A RESULT OF THIS BID; THE CONTRACTOR WITH HIS/HER SIGNATURE REPRESENTS TO THE CITY MAT THE INFORMATION DISCLOSED IN THIS DOCUMENT IS COMPLETE AND ACCURATE. IT IS UNDERSTOOD AND AGREED THAT FALSE CERTIFICATION IS SUBJECT TO IMMEDIATE TERMINATION BY THE CITY.
ErM/2 2--
Effects of violations: a. Suspension of payments under the Agreement. b. Suspension or termination of the Agreement. c. Suspension or debarment of the contractor from receiving any Agreement from the City of Sacramento for a period not to exceed five years.
FM 681
(Rev. 10/5/01)
Mangan Park Improvements
PN: L19210200 - Bid #B23191121001
MINIMUM QUALIFICATIONS QUESTIONNAIRE
Sacramento City Code Section 3.60.020 authorizes the Sacramento City Council to adopt standard minimum qualifications for bidders on competitively bid public works construction projects, and requires, among other provisions, that a bidder meet such minimum qualifications at the time of bid opening in order to bid. On July 31, 2007, the City Council adopted Resolution No. 2007-574 establishing these standard minimum qualifications. Pursuant to City Code section 3.60.020, a bidder failing to meet these minimum qualifications at the time of bid opening shall not be considered a responsible bidder for purposes of bidding on the subject project.
All bidders must demonstrate compliance with the minimum qualifications established by Resolution No. 2007-574 by completing all of the questions contained in this questionnaire. Bidder responses shall be limited to those operating business units, offices, branches and/or subsidiary divisions of the bidder that will be involved with the performance of any project work if awarded the contract. If a bidder answers "yes" to any single question, fails to submit a fully completed questionnaire, or submits false information, this will result in a determination that the minimum qualifications are not met, and the bidder shall not be considered a qualified bidder for purposes of bidding on this contract. If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must separately meet these minimum qualifications for the Joint Venture to be considered a qualified bidder.
The City of Sacramento ("City") shall make its determination on the basis of the submitted questionnaire, as well as any relevant information that is obtained from others or as a result of investigation by the City. While it is the intent of this questionnaire to assist the City in determining whether bidders possess the minimum qualifications necessary to submit bids on the City's competitively bid public works construction contracts, the fact that a bidder submits a questionnaire demonstrating that it meets these minimum qualifications shall not in any way limit or affect the City's ability to: (1) review other information contained in the bid submitted by the bidder, and additional relevant information, and determine whether the contractor is a responsive and/or responsible bidder; or (2) establish pre-qualification requirements for a specific contract or contracts.
By submitting this questionnaire, the bidder consents to the disclosure of its questionnaire answers: (i) to third parties for purposes of verification and investigation; (ii) in connection with any protest, challenge or appeal of any action taken by the City; and (iii) as required by any law or regulation, including without limitation the California Public Records Act (Calif. Gov't Code sections 6250 et seq.). Each questionnaire must be signed under penalty of perjury in the manner designated at the end of the form, by an individual who has the legal authority to bind the bidder submitting the questionnaire. If any information provided by a bidder becomes inaccurate, the bidder shall immediately notify the City and provide updated accurate information in writing under penalty of perjury.
QUESTIONNAIRE
NOTICE: For firms that maintain other operating business units, offices, branches and/or subsidiary divisions that will not be involved with the performance of any project work if the firm is awarded the contract, references hereafter to "your firm" shall mean only those operating business units, offices, branches and/or subsidiary divisions that will be involved with the performance of any project work.
All of the following questions regarding "your firm" refer to the firm (corporation, partnership or sole proprietor) submitting this questionnaire, as well as any firm(s) with which any of your firm's owners, officers, or partners are or have been associated as an owner, officer, partner or similar position within the last five years. The firm submitting this questionnaire shall not be considered a responsible bidder if the answer to any of these questions is "yes", or if the firm submits a questionnaire that is not fully completed or contains false information.
1. Classification & Expiration Date(s) of California Contractor's License Number(s) held by firm:
5evpil 4, B,cgs izial /2.3
2. Has a contractor's license held by your firm and/or any owner, officer or partner of your firm been revoked at anytime in the last five years?
El Yes geg-o
3. Within the last five years, has a surety firm completed a contract on your firm's behalf, or paid for completion of a contract to which your firm was a party, because your firm was considered to be in default or was terminated for cause by the project owner? D Yes
4. At the time of submitting this minimum qualifications questionnaire, is your firm ineligible to bid on or be awarded a public works contract, or perform as a subcontractor on a public works contract, pursuant to either California Labor Code section 1777.1 (prevailing wage violations) or Labor Code section 1777.7 (apprenticeship violations)?
O Yes [ego
S. At any time during the last five years, has your firm, or any of its owners, officers or partners been convicted of a crime involving the awarding of a contract for a government construction project, or the bidding or performance of a government contract?
o Yes Rio
6. Answer either subsection A or B, as applicable:
A. Your firm has completed three or more government construction contracts in Sacramento County within the last five years: Within those five years, has your firm been assessed_liquidated damages on three or more government construction contracts in Sacramento County for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging the assessment of liquidated damages on a government contract within the last five years, you need not include that contract in responding to this question.
0 Yes .1Co 0 Not applicable
OR
B. Your firm has not completed at least three government construction contracts in Sacramento County within the last five years: Within the last three years, has your firm been assessed liquidated damages on three or more government construction contracts for failure to complete contract work on time?
NOTE: If there is a pending administrative or court action challenging an assessment of liquidated damages on a government contract within the last three years, you need not include that contract in responding to this question.
0 Yes D No 0 Not applicable
7. In the last three years has your firm been debarred from bidding on, or completing, any government agency or public works construction contract for any reason? NOTE: If there is a pending administrative or court action challenging a debarment, you need not include that debarment in responding to this question.
D Yes P.M
8. Has CAL OSHA assessed a total of three or more penalties against your firm for any "serioue or "willfur violation occurring on construction projects performed in Sacramento County at any time within the last three years?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
O Yes
9. Answer either subsection A or B, as preferred:
A. In the last three years has your firm had a three year average Worker? Compensation experience modification rate exceeding 1.1?
O Yes L•1<ro-
OR
B. In the last three years has your firm had a three-year average incident rate for total lost workday cases exceeding 10?
NOTE: Incident rates represent the number of lost workday cases per 100 full-time workers and is to be calculated as: (N/EH) x 200,000, where = number of lost workday cases (as defmed by the U.S. Dept. of Labor, Bureau of Labor Statistics)
EH = total hours worked by all employees during the calendar year 200,000 = base for 100 equivalent full-time working (working 40 hours per week,
SO weeks per year)
D Yes 0 No
10. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed penalties three or more times, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was a contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
D Yes RICO
11. In the past three years, has the federal EPA, Region IX or a California Air Quality Management District or Regional Water Quality Control Board assessed a single penalty of $100,000 or more, either against your firm, or against the project owner for a violation resulting in whole or in part from any action or omission by your firm on a project on which your firm was the contractor in Sacramento County? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
O Yes alcio
12. In the past three years, have civil penalties been assessed against your firm pursuant to California Labor Code 1777.7 for violation of California public works apprenticeship requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question.
ID Yes NfrIcr6
13. In the past three years, has a public agency in California withheld contract payments or assessed penalties against your firm for violation of public works prevailing wage requirements, three or more times?
NOTE: If there is a pending administrative or court action appealing a withholding or penalty assessment, you need not include that withholding or penalty assessment in responding to this question.
Signed at RAW-c416 Cõ 0.-DaVA- • CA-
(Location)
on .
(Date
Signature:
Print name: I 14 DMA S
Title: fte51 Den)
0 Yes Rico
14. Has your firm been assessed penalties for violation of public works prevailing wage requirements in California, in an aggregate amount for the past three years of $50,000 or more? NOTE: If there is a pending administrative or court action appealing a penalty assessment, you need not include that penalty assessment in responding to this question. 0 Yes kiCro
VERIFICATION AND SIGNATURE
I, the undersigned, certify and declare that I have read all the foregoing answers to this Minimum Qualifications Questionnaire, and know their contents. The matters stated in these Questionnaire answers are true of my own knowledge and belief, except as to those matters stated on information and belief, and as to those matters I believe them to be true. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
NOTE: If two or more entities submit a bid on a contract as a Joint Venture, each entity within the Joint Venture must submit a separate Minimum Qualifications Questionnaire.
FOR CITY CLERK USE ONLY
RESOLUTION NO.: 2007-574
DATE ADOPTED: July 31, 2007
The following documents are REQUIRED to be submitted by the Prime Contractor with the Bid/Offer — or your Bid/Offer will be deemed non-responsive:
• Section 3 MWBE Trade-Craft Documentation Sheet
• Section 3 Good Faith Effort Contract Log
• Section 3 MWBE Outreach Questionnaire
• Declaration of Intent to Comply with Section 3
• Section 3 Economic Opportunity Plan
SECTION 3 BUSINESS AND MINORITY AND WOMEN-OWNED BUSINESS ENTERPRISE
TRADE/CRAFT DOCUMENTATION SHEET
Name of Contractor
Performing Work
(List Primo Contractor or Subcontractor Name)
Trades/Crafts CSLB
License #
Section 3
Business
M/WBE
Business
Outreach
Effort
(attach)
Yes/No* yes/No* Yes/No*
-rz-a.. ReScurcP5, In c--- Ç I s CoWedist, 5 ire Iplotuc cietpfsl 40 6 o YES *Sews P140-46•45/0paattlav-S ___..--•---- „...----- 1„--- ----- P 4.- rt5 Yes Ares If•It1/231— Co Ayr Woxesi- a-utictsl. --rivciat Askeit. 1-4rd I) scene j.../b.ipscAttnio. Vinod/ NO yes Ve5 Si au* crrs, e n .' g5Ind go 140 Yes
flew* Asom.A.T-
4/t24 eitisears
A4p#1414- eamagersfrytedvin- 4630T No pia re-5-
de-a CI, is/tent. o NIA- NO NO ia"5 5 inking /0eer...44ms-5 Note: All Contractors and subcontractors being used to perform he work on this contract must be listed on this form, regardless of dollar amount. No substitutions of subcontractor(s) are allowed without written approval from the Contracting Officer. Any substitutions in subcontractor(s) are subject to the same Section 3 Business and Minority/Women-Owned Business Enterprise outreach efforts as stated in the original contract. • If a subcontractor is not both a Section 3 Business and a Minority/Women-Owned Business Enterprise, please attach a copy of your outreach effort(s) on the Good Faith Effort Contact Log or attach a copy of an advertisement or facsimile solicitation. This documentation is required or your bid may be considered non-responsive.
SUBMIT WITH BID/OFFER
SECTION 3 BUSINESS AND MINORITY AND
WOMEN-OWNED BUSINESS ENTERPRISE
GOOD FAITH EFFORT CONTACT LOG
Trade raticitil
Sub Contractor/Supplier Liter Cokyr kritn -e0-4 9AC11C-11 Address 3 /1/( PAtut- t)Q c•r 20 - 2.3
City, State, Zip gt- 1:0044Vo 14( u-S 44
Contact Method triAll- /Pt404E 914 • 35'8. SO 7— jets NE-€312- (10 g(y/i4v4it:
Contact Name/Number/Email/Fax, etc. ueNk4ireg- e. AT6t- AviDrsvc .
tij. Ca el
Section 3 Business (circle one) M/WBE Business Enterprise (circle one) es No Trade iM4 D 5 CAP6
Sub Contractor/Supplier ey Gel 1-A.JD5c4fE--
Address 7611 :Cle - led
Contact Method ev4 t 4 gi Vns
Contact Name/Number/Email/Fax, etc. II‘• me- ozy elocelkAipse4PfrC. iIoTN*SL.CÒø/ Section 3 Business (circle one) No MANBE Business Enterprise (circle one) No Trade FacSIGQ C0.4-Taft—
Sub Contractor/Supplier 14 ant Egasm4 614 ram.
Address 3M "DOL. rk402.- jlArt.
City, State, Zip kocalic e. 31441C-, ca
Contact Method emaI VA•tarue CealiriatE-
Contact Name/Number/Email/Fax, etc. ig ' 6 5 2 4 1/ 67 City, State, Zip cS anferi CA-
Section 3 Business (circle one) Yes No MANBE Business Enterprise (circle one) No Trade A9 MA-Cr
Sub Contractor/Supplier
Address two 37° Age-
City, State, Zip 5-Ace-474A--10 ,
Contact Method ertan._ NA12.14
Section 3 Business (circle one)
1W941,1
No MANBE Business Enterprise (circle one) Yes 9
Contact Name/Number/Email/Fax, etc. 9/6 • ?8.3- 5182-
Copy and attach additional sheets as necessary
SUBMIT WITH BID/OFFER
SECTION 3 BUSINESS AND MINORITY AND WOMEN-OWNED BUSINESS
ENTERPRISE OUTREACH QUESTIONNAIRE
1. State how Section 3 business concerns and Minority and Women Owned Business Enterprise (M/WBE) were notified of subcontracting opportunities by the contractor and subcontractor(s)? "I> itetT Emma- F;26,1
"gpsreb Ab Ord Cain kisr em.4.1, r 1% n.t.ot.Lwq tßt4 C.,444nco4 eoc- , CA- FYI c pen-bc cC " Slica41 0-610 Ast i
dpcs Coe-
cAtemelanto B Ack. CoC, `S'Acateninr*6 Agest Vskttlais C :
2. How were Section 3 business concerns and M/WBEs assisted in submitting bids? ?Oa DC--t. 11994S. 5yea.
3. What assistance was requested and received from community organizations. (Provide the names and dates of all community organizations cont cted.) *le* 4 010 1z#745 1-ectlerni 3 t N
r
11-1 Pet ce-fracy g ro ip es
6iortovk Alec r..44-.5 * tion40 tit
4. State anything else that you would like to add in support of your demonstration of a good faith effort to outreach to Section 3 business concerns and M/WBEs. List any impediments encountered in soliciting and/or awarding contracts to Section 3 business concerns and/or MBEs.
0 Cor4094244S
AFFIDAVIT
The undersigned hereby declares under penalty of perjury under the Laws of the State of California that the foregoing statements on this questionnaire are true and correct. I acknowledge that any misrepresentation of a material fact in said statements may be grounds for initiating action under Federal or State laws and for rejecting the bid/offer.
Signature:
Date:
County where signed:
5744.424+fehl TO.
SUBMIT WITH BID/OFFER
Section 3 Declaration of Understanding
Jasidlia
DECLARATION OF UNDERSTANDING AND INTENT TO COMPLY WITH
SECTION 3 REQUIRENIENTS
General Submittal Instruction
Bidder/Proposer is required to submit a completed Section 3 and Economic Opportunity Plan(s) with bid. A "non-responsive" determination may be made due to non-submittal. All first-tier subcontractors of the awarded Bidder are required to submit the completed Economic Opportunity Plan within 10 days of award.
Bidder/Proposer AND its first-tier subcontractors whose Economic Plans indicate no subcontract awards to certified Section 3 Business Concerns will be required to submit supporting documentation for review and approval verifying outreach efforts and attempts to award subcontracts to Section 3 Business Concerns in bid. A "non-responsive" determination shall be made due to a lack of documented outreach to Section 3 Business Concerns by the Bidder/Proposer. Exception: bid/proposal indicating no projected hiring and/or subcontracting opportunities.
Special Instructions for SHRA Develonets
Submit all completed Section 3 and Economic Opportunity Plans before construction begins or at the beginning of each project phase (determined on case-by-case). Developers submit completed Plans to:
Sacramento Housing and Redevelopment Agency
Procurement/Section 3
801 12th St 2" Floor •
Sacramento, CA 95814
Section3ashra.orq
Prime ConAractor Name:
1-312. IdeSatvroS ii
Su bcpntractor:
V htuous-
22nWct Name:
i psi Mu LAY 7
Email Aggress.
torsi . tit, apii, e-ratresd,ron .con
Telephone Number:
1g. - 9-62- Goli
Dollar Value of &Contract • Subcontract
$ 3I -5, qqg
Check Al( That Apply for This Project and Follow Instructions as Applicable outreach for subcontracts as a result of this
labor hours as a result of this bid/proposal
hours as a result of this bid/proposal
project hereby understands and agrees to comply
CFR 75 and SHRA's Section 3 Economic
Noncompliance with HUD's Section 3
the contract/agreement for default and debarment
ram the Prime Contractor
M l am a Subcontractor
Prime/Sub Contractor will comply with Section 3
bid/proposal
Prime/Sub Contractor will comply with Section 3
• There will be no subcontracts or Section 3 labor
Bidder for the above bid/solicitation number and
with all provisions of Section 3 as set forth in 24
Opportunity Plan/Polky requirements, as applicable.
regulations will result in sanctions, termination of
or suspension from future HUD-assisted contracts.
Authorized Official's Signature:
eici„-- rk42- Date:
---,
Print Name and Title: I 140114A-5 rivaollt f2res 8 0 6- 147--
SUBMIT WITH BID/OFFER BY PRIME CONTRACTOR ONLY
Rev 6-11-2021
i2SHPa_ SECTION 3 ECONOMIC OPPORTUNITY PLAN
Project: kt Art/ ?tat /frtrazobierierlroject #:
Prime Contractor: WI RE -SotorCe5 htC- r
Date: 8//71 2•3
PART I: a -Contractor Subcontractor Section 3 Business Concern D Yes Rik Firm Name: tO - e- gasauftes 14c..
Phone Number: clika - 752--6 Oi Fax Number:
Address: ?CS B oic 631
city: Siam-Lc/9%6 Caa-9S4
Employment Opportunities
Contact: -1.7.4 t4t , 0-047
431313' 7467E-mail: test bistotiON, e-
ra -irt resin-eras col/
State: C4 Zip Code: 75 74 1/
PART 11: Contractors or subcontractors receiving federal funds are required to adhere to Executive Order 11246, by Section 3 of the HUD Act of 1968 (12 USC 1701u) and 24 CFR Part 75, the General Conditions of the Contract for Construction, and SHRA's Section 3 Declaration of Understanding and Intent to Comply with Section 3 Requirements. If awarded a contract, it further agrees to comply with all such requirements, including without limitation, committing to an employment and training goal (Tier 0 AND award a subcontract to Section 3 Business Concerns (Tier II), to the greatest extent feasible. The business entity further understands and agrees that these commitments will be included as obligations in any contract awarded and its failure to comply will be deemed a material default under the contract.
TIER I: HIRING COMMITMENT (25% of labor hours to be performed by Section 3 workers)
JOB CLASSIFICATION(S) NEEDED TO COMPLETE
THE PROJECT
(i.e. Administrative, Laborer, Electrical, Demolition,
Asbestos Abatement, Technical, Management,
Security)
CURRENT
WORKFORCE
REQUIRED
WORKFORCE
IF AWARDED
CONTRACT
Labor Hours
COMMITMENT*
# of Section 3
Workers**
NO N e v.% ta‘12.14
kni Tittratep pa- Pow r4 Er ..._
ait. '14 Cowille-AcAtn2-5
Attach additional sheets if necessary
By making a commitment above to hire Section 3 workers, the business entity understands and commits to following the Section 3 Workers Priority Selection by giving first priority to individuals residing in the SHRA development where the work is being perforrned to complete labor hour requirements. *Section 3 LABOR HOURS: Twenty-five (26) percent of any funded project must be Section 3 Worker labor hours.
Clearly documented in E-Comply and other required SHRA docurnentation. **Section 3 Worker Priority Selection:
1si Priority (P1): Individuals residing in the SHRA Development where the project is located and/or the Jobs Plus or Resident Services Program.
2nd Priority (P2): lndMduals residing in other SHRA owned or managed developments/properties 3“1 Priority (P3): All other Section 3 eligible workers in Sacramento City/County.
TIER II: SUBCONTRACTORS LIST (goal of 25% Section 3 Labor Hours)
SUBCONTRACTOR NAME AND CONTACT TRADE
Section 3
Business?
Yes or No
Subcontract
Amount
Ltes-r aAsr W McGa. arTinicitil T -ILVC.14.1 kht ‘I C.5 . * r _ _ -Noo I
Attach addifional sheets if necessary
PART III: OTHER EFFORTS THAT WILL BE MADE TO GENERATE ECONOMIC OPPORTUNITIES Pursuant to 24 CFR § 75 and/or SHRA's Section 3 Economic Opportunity Plan Policy, please outline your plan to provide other economic opportunities to Section 3 Workers and Section 3 Business Concerns if you cannot satisfy Tier I and Tier II goals or desire to offer additional opportunities. Your plan should include quantifiable goals (i.e. specific number of individuals to be trained, enrolled in apprenticeship or other programs, mentored or hired as interns; dollar commitment, etc.). Examples may include training and apprenticeship programs, mentorship, internship. If you need more space, attach additional pages.
rf -7 12- hAS 3 Ampron 11CDS 1 -144-7— Hear Serf eri Cl2-17-0,44 - Vett pa ma- ry-1044e_ Cl.J 71415 fray -
. va n.i M I/Da-rise A-S 12E4.011 2-091 yr t ea - i deorp oi%) Attach additional sheets if necessary
PART IV: NOTES & COMMENTS
1401-1.6 .-
Attach additional sheets if necessary
PART V:
Notification of the Intent to Use Current Workforce
do not anticipate hiring any Section 3 workers during the contract period. However, should any positions become available we will notify SHRA by completing the upper section of this form.
I declare, under penalty of perjury, that the above is true and correct to the best of my knowledge. 'Tat Rescreneros, Atc-
Contractor/Subcontractor Name
g—i
Signature
'el ( 2022--
Cate
t sin mvwol Pres Der-kr
Print Name Title
Questions regarding the completion of this form can be submitted to section3(shra.oro
THIS FORM TO BE SUBMITTED WITH BID BY PRIME CONTRACTOR AND ALL SUB CONTRACTORS Rev 6-11-2021
CL sacramento labor gigs
[ logged in as [email protected] j [ log out ] Your posting can be seen at facramento.craigslistorgabg/d/sacramento-section-dbe-wbe/7521040648.html.
Edit this Posting
You can make changes to the content of your post.
Add or remove images attached to this posting.
Change how this posting appears on a map.
This will remove your posting from active listing.
You will have the opportunity to make changes before it is made live. [learn more] Update Images
Edit Location
Delete this Posting
Repost this Posting
CL
Posted less than a minute ago on: 2022-08-13 13:38
Section 3/DBE/WBE Subcontractors Wanted (Sacramento, CA) 34th Avenue near Freeport Blvd
compensation: Payment will be made contingent upon completion of work & Labor Compliance/Certified Payroll has been submitted and is compliant TJR Resources, Inc is looking for Subcontractors to bid the Mangan Park lmprovemnts project for the City of Sacramento and SHRA. If you are interested in bidding the bid documents can be found at this link . hup://www planetbids com/psuiallportaLcfm?CompanylD=15300 Email Tom for any questions. The deadline for bids is 8/17/2022 (& 12 PM.
Subcontracting trades include asphalt, striping, landscaping, and surveying.
This contract is subject to Federal labor standards, CA Labor Code including but not limited to Sec. 1771. 1774, 1775, 1776. 1777.5, 1813 & 1815, compliance monitoring & enforcement by SHRA and the Dep. of industrial Relations (D1R), affirmative action requirements. Section 3 Requirements of the Hud Act of 1968, the Davis-Bacon Act, and Minority & Women. Owned Business Enterprise Standards.
This is a Public Works project. Per Cal. State Labor Code Sec. 1771.1 (a), a contractor or subcontractor shall not be qualified to bid on, be listed in a bid proposal, subject to the requirements of Section 4104 of the Public Contract Code, or engage in the perfonnance of any contract public work, as defined in this chapter, unless currently registered & qualified to perforn public work pursuant to Sec. 1725.5. Notwithstanding any other requirements (including federal labor requirements), this contract is subject to compliance monitoring & enforcement by the Dept Of Individual Relations (DIR).
All subcontractors shall comply with the rates of wages currently established by the Director of Industrial Relations under provisions of Sections 1773 of the Labor Code of the State of California. Electronic Web submittal of Labor Compliance Reports is effective May 1, 2007. Each contractor and every lower-tier subcontractor is required to submit certified payrolls and labor compliance documentation electronically at the discretion of and in the manner specified by the City of Sacramento.
Tom Murphy
From: Mark Silott <[email protected] >
Sent: Tuesday, August 16, 2022 3:57 PM
To: Mark Silott
Subject: Mangan Park Improvements
Attachments: PROPOSAL Mangan Park Improvements.pdf
Attached is our Proposal for the HMA paving work, items 10 & 33, on this Project.
Thank You,
Mark J. Silott, Estimator / PM
Biondi Paving, lnc.
8150 37 th Ave.
Sacramento, Ca. 95824
(916) 383-5982 Office
(916) 287 -9405 Direct
(916) 275 -3134 Mobile
Tom Murphy
From: Nitta Erosion Control <[email protected]>
Sent: Wednesday, August '17, 2022 8:33 AM
To: Tom Murphy
Subject: Re: Mangan Park Improvements
Tom,
We will not be bidding on this project.
Nitta Erosion Control
3778 Del Mar Avenue
Loomis, CA 95650
P: 916/652-7459
F: 916/652-4376
[email protected]
www.nittainc.net
On Tue, Aug 16, 2022 at 2:06 PM Tom Murphy <[email protected] > wrote:
Valerie,
Can I get a quote for the Mangan Park Improvements Park bidding tomorrow? V/r,
70m
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palrna non sine pulvere"
Office: 888.423.7789 x101
Tom Murphy
From: Tom Murphy
Sent: Saturday, August 13, 2022 1:47 PM
To: Ray Williams
Subject: Section 3 Landscaping Work - Mangan Park Improvements Attachments: Section 3_DBE_WBE Subcontractors Wanted - labor gigs.pdf I'm reaching out to Section 3 Contractors through SHRA for an opportunity to bid for landscaping work for Matsui Park.
If interested let me know and I can send you specs/plans. Work basically consists of some outdoor plants, shrubs, groundcover, no mow seeding and mulch/fabric.
V/r,
?Cm
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palma non sine pulvere"
Office: 888.423.7789 x101
Fax: 888.423.7789
Cell: 916.752.6019
Email: tom.murphyTJRresources.com
f )9N-e'S fa r4
Tom Murphy
From: Tom Murphy
Sent: Saturday, August 13, 2022 1:43 PM
To: [email protected]
Subject: City of Sacramento & SHRA Public Works Project - Mangan Park Improvements Attachments: Section 3_DBE_WBE Subcontractors Wanted - labor gigs.pdf I'm performing outreach for Section 3 and M/WBE subcontractors for an opportunity to bid a project for the City of Sacramento and SHRA.
I have attached the job posting — Can I get it posted through your Chamber? Thanks for the help.
V/r,
70.0t
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palma non sine pulvere"
Office: 888.423.7789 x1o1
Fax: 888.423.7789
Cell: 916.752.6019
Email: tom.murphyOTJRresources.corn
Tom Murphy
From: Tom Murphy
Sent: Saturday, August 13, 2022 1:45 PM
To: info©sacwomenschamber.org
Subject: City of Sacramento & SHRA Public Works Project - Mangan Park Improvements Attachments: Section 3_DBE__WBE Subcontractors Wanted - labor gigs.pdf I'm performing outreach for Section 3 and M/WBE subcontractors for an opportunity to bid a project for the City of Sacramento and SHRA.
I have attached the job posting — Can I get it posted through your Chamber? Thanks for the help.
V/r,
lud res r bk4s-a-7---
760-t
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palm non sine pulvere"
Office: 888.423.7789 x101
Fax: 888.423.7789
Cell: 916.752.6019
Email: tom.murphyTJRresources.corn
Tom Murphy
From: Tom Murphy
Sent: Saturday, August 13, 2022 1:44 PM
To: [email protected]
Subject: City of Sacramento & SHRA Public Works Project - Mangan Park Improvernents Attachments: Section 3_DBE_WBE Subcontractors Wanted - labor gigs.pdf I'm performing outreach for Section 3 and M/WBE subcontractors for an opportunity to bid a project for the City of Sacramento and SHRA.
I have attached the job posting - Can I get it posted through your Chamber? Thanks for the help.
NO 10.42SriASZ -t-
V/r,
#700f
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palma non sine pulvere"
Office: 888.423.7789 xi.w.
Fax: 888.423.7789
Cell: 916.752.6019
Email: tom.murphyTJRresources.com
i.
Tom Murphy
From: Tom Murphy
Sent: Saturday, August 13, 2022 1:46 PM
To: [email protected]
Subject: City of Sacramento & SHRA Public Works Project - Mangan Park Improvements Attachments: Section 3_DBE_WBE Subcontractors Wanted - labor gigs.pdf I'm performing outreach for Section 3 and M/WBE subcontractors for an opportunity to bid a project for the City of Sacramento and SHRA.
I have attached the job posting — Can I get it posted through your Chamber? Thanks for the help.
P-o ro V/r,
700€
THOMAS MURPHY USAF, RET
President/CEO
TJR Resources, Inc
"palm non sine puivere"
Office: 888.423.7789 x3.01
Fax: 888.423.7789
Cell: 916.752.6019
Email: tom.murphy(VEJRresources.corn
Contracts and Compliance Services
915 I Street, 3rd Floor
Sacramento, CA 95814
MANGAN PARK IMPROVEMENTS PROJECT
B23191121001
Addendum No. 1
August 12, 2022
To all Potential Bidders:
Attached hereto are addenda items, which shall be incorporated into the bid proposal for above noted project. These changes shall be considered as part of the original documents, as if they were originally provided therein, and as such shall be used as contractual documents. All other terms, conditions, and specifications of the bid remain unchanged. Bidders must acknowledge receipt of this addendum prior to the hour and date specified in the bid request, or as amended, by one of the following methods:
(a) By acknowledging receipt, on the bid proposal form submitted; or (b) By separate letter or email which includes a reference to the bid request and addendum number.
Failure to acknowledge receipt of this addendum in one of the above methods and cause acknowledgment to be received prior to the hour and date specified for receipt of proposals, may result in rejection of your offer. If by virtue of this addendum you decide to change an offer already submitted, such change may be made by email or letter, provided such email or letter makes reference to the bid request number and this addendum, and is received prior to the opening hour and date specified.
For any questions related to this Addendum, contact the Project Manager, Tin -Wah Wong at (916) 808-5540.
Respectfully,
Enclosure
Bid Number B23191121001
ADDENDUM #1 DATE: August 12, 2022
MANGAN PARK IMPROVEMENTS PROJECT
Addendum #1 Includes:
Item 1.
Answers to questions received up to 8/11/2022. The question period is complete and no new questions will be answered.
Item 2.
Davis Bacon Wages
UNCHANGED PORTIONS OF THE SPECIFICATIONS REMAIN IN EFFECT.
Item 1: Questions and Response:
What is the depth of
existing
asphalt/base at the
basketball to be
removed?
Existing asphaltic paving depth is 3"and aggregate base is 9" What is the depth of
existing
asphalt/base at the
parking lot to be
removed?
Existing asphaltic paving depth is 3"and aggregate base is 9" What is the depth of
the existing sand in
the sand play area?
Existing sand depth is 12"
What is the depth of
the existing fiber in
the playground
area?
Existing wood fiber depth is 12"
Please provide
profile depth of the
existing concrete
paving to be
removed.
Existing concrete paving depth is 4"
Please provide
profile depth of the
existing asphalt
paving to be
removed.
Existing asphalt paving depth is 3"
Please provide
profile depth of the
existing seatwall
footing to be
removed.
Plans do not state existing seatwall footing to be removed.
Please provide
profile depth of the
existing sand to be
removed.
Existing sand depth is 12"
Please provide size
for lateral line for
sheet L3
Lateral line size is 1"
Please clarify if
concrete mow curb
item#25 shown on
sheet L3 and item
#15 sheet L2.1 is
existing or new.
Per Sheet L2.1 (Existing Conditions & Demolition Plan), Item #25 is Existing concrete mow curb to remain, protect in place. Per Sheet L3 (Layout Plan), Item #15 is New 9" concrete mow curb per detail 3/L5. Per Sheet L3 (Layout Plan), Item #25 is Grade bottom of play area to slope 1% min. to drain. Per Sheet L3 (Layout Plan), Item #26 is New 6"concrete play area curb per detail 1/L5.
Please provide soil
report or
geotechnical report
No soil/geotechnical report available.
Please provide tree
protection detail.
Refer to page 12 of the Special Provision, paragraph 3
1. INSTALLATION OF PROTECTIVE FENCING AND SIGNAGE
a. Tree protection fencing and signage shall be erected around the Tree Protection Zone (TPZ) of each tree where indicated in the project Plans prior to any demolition, site clearing, grading or construction work and shall be maintained throughout the duration of the project. Tree protection fencing or signage shall not be removed or relocated before the end of the project without the authorization of the City’s Urban Forester or Authorized Representative.
b. Orange vinyl construction fencing, snow fencing or other similar fencing should be at least 4 feet high and supported at a maximum of 10-foot intervals by metal T-posts or approved methods sufficient enough to keep the fence upright and in place.
T-posts shall be a minimum of 2 feet in the ground.
c. Chain link fence shall be 6 feet tall with 2-inch mesh chain link fabric set in metal frame panels on movable core drilled concrete blocks or similar bases of sufficient size to hold the fence erect.
d. Tree Protection Zone (TPZ) signs provided by the City shall be affixed to the fencing every 50 feet with no less than one sign per protection area.
"General Decision Number: CA20220007 08/05/2022
Superseded General Decision Number: CA20210007
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 $15.00 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 2022. | |______________________________|_____________________________| |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: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2022. | |______________________________|_____________________________| The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker protections under the Executive Orders is available at
https://www.dol.gov/agencies/whd/government-contracts.
Modification Number Publication Date
0 01/07/2022
1 01/14/2022
2 01/21/2022
3 01/28/2022
4 02/04/2022
5 02/18/2022
6 02/25/2022
7 03/25/2022
8 04/01/2022
9 06/03/2022
10 07/01/2022
11 07/15/2022
12 07/22/2022
13 07/29/2022
14 08/05/2022
ASBE0016-001 01/01/2021
AREA 1: MARIN, NAPA, SAN BENITO, SAN FRANCISCO, SOLANO, &
SONOMA COUNTIES
AREA 2: ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN,
MODOC, NEVADA, PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA,
SISKIYOU, SUTTER, TEHEMA, TRINITY, YOLO, & YUBA COUNTIES Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
Protective Coverings,
Coatings, and Finishes to all
types of mechanical systems)
Area 1......................$ 74.16 23.58
Area 2......................$ 46.81 33.50
---------------------------------------------------------------- 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 08/01/2021
Rates Fringes
MARBLE FINISHER..................$ 37.72 17.64 ---------------------------------------------------------------- BRCA0003-004 05/01/2021
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......................$ 47.24 22.13
AREA 2......................$ 49.78 27.34
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 $1.25 per hour above the regular rate.
---------------------------------------------------------------- BRCA0003-008 07/01/2021
Rates Fringes
TERRAZZO FINISHER................$ 39.95 18.46 TERRAZZO WORKER/SETTER...........$ 53.03 28.34 ---------------------------------------------------------------- BRCA0003-010 04/01/2019
Rates Fringes
TILE FINISHER
Area 1......................$ 27.31 14.75
Area 2......................$ 27.10 16.50
Area 3......................$ 29.94 16.38
Area 4......................$ 28.06 15.82
Tile Layer
Area 1......................$ 45.51 17.64
Area 2......................$ 45.15 19.06
Area 3......................$ 49.90 19.16
Area 4......................$ 46.77 19.08
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 08/01/2021
Rates Fringes
MARBLE MASON.....................$ 53.17 29.10 ---------------------------------------------------------------- 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 12/01/2021
NAPA AND SOLANO COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 43.71 3%+22.65
Technician..................$ 50.27 3%+22.65
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.
---------------------------------------------------------------- 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 06/01/2021
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..............$ 41.56 32.49
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 12/01/2021
MARIN & SONOMA COUNTIES
Rates Fringes
Sound & Communications
Installer...................$ 43.71 23.96
Technician..................$ 50.27 24.16
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 01/01/2021
DEL NORTE, MODOC and SISKIYOU COUNTIES
Rates Fringes
ELECTRICIAN......................$ 38.49 17.74 ---------------------------------------------------------------- ELEC0659-008 02/01/2020
DEL NORTE, MODOC & SISKIYOU COUNTIES
Rates Fringes
Line Construction
(1) Cable Splicer...........$ 60.28 4.5%+19.40
(2) Lineman, Pole Sprayer,
Heavy Line Equipment Man....$ 53.82 4.5%+19.40
(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 01/01/2022
Rates Fringes
ELEVATOR MECHANIC................$ 74.54 36.885+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 07/20/2020
Rates Fringes
Dredging: (DREDGING:
CLAMSHELL & DIPPER DREDGING;
HYDRAULIC SUCTION DREDGING:)
AREA 1:
(1) Leverman...............$ 49.88 34.35
(2) Dredge Dozer; Heavy
duty repairman.............$ 44.92 34.35
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 43.80 34.35
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 40.50 34.35
AREA 2:
(1) Leverman...............$ 51.88 34.35
(2) Dredge Dozer; Heavy
duty repairman.............$ 46.92 34.35
(3) Booster Pump
Operator; Deck
Engineer; Deck mate;
Dredge Tender; Winch
Operator...................$ 45.80 34.35
(4) Bargeman; Deckhand;
Fireman; Leveehand; Oiler..$ 42.50 34.35
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
---------------------------------------------------------------- IRON0433-006 07/01/2020
Rates Fringes
IRONWORKER
Fence Erector...............$ 34.58 24.81
Ornamental, Reinforcing
and Structural..............$ 41.00 33.45
PREMIUM PAY:
$6.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps Logistics Center
$2.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock ---------------------------------------------------------------- LABO0067-001 06/27/2022
AREA ""A"" - MARIN COUNTY
AREA ""B"" - ALPINE, AMADOR, BUTTE COLUSA EL DORADO, GLENN,
LASSEN, MODOC, NAPA, NEVADA, PLACER, PLUMAS, SACRAMENTO,
SHASTA, SIERRA, SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA,
TRINITY, YOLO, AND YUBA COUNTIES
Rates Fringes
Asbestos Removal Laborer.........$ 27.05 13.50 LABORER (Lead Removal)
Marin County................$ 35.37 26.95
Remaining Counties..........$ 34.37 26.95
---------------------------------------------------------------- LABO0067-005 06/27/2017
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.....................$ 29.54 22.17
Area B.....................$ 28.54 22.17
Traffic Control Person I
Area A.....................$ 29.84 22.17
Area B.....................$ 28.84 22.17
Traffic Control Person II
Area A.....................$ 27.34 22.17
Area B.....................$ 26.34 22.17
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 07/01/2021
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
LABORER
Mason Tender-Brick..........$ 34.09 24.41
---------------------------------------------------------------- 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 07/01/2021
Rates Fringes
Plasterer tender.................$ 35.82 28.45 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 07/01/2018
MARIN AND NAPA COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick..........$ 32.45 22.20
---------------------------------------------------------------- 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 07/01/2021
Rates Fringes
Plasterer tender.................$ 35.82 28.45 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 07/01/2018
SOLANO AND SONOMA COUNTIES
Rates Fringes
LABORER
Mason Tender-Brick..........$ 31.45 22.20
---------------------------------------------------------------- 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 07/01/2021
Rates Fringes
Plasterer tender.................$ 35.82 28.45 Work on a swing stage scaffold: $1.00 per hour additional. ---------------------------------------------------------------- PAIN0016-004 01/01/2021
MARIN, NAPA, SOLANO & SONOMA COUNTIES
Rates Fringes
Painters:........................$ 45.22 25.48 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 - $6.00 per houir additional
---------------------------------------------------------------- PAIN0016-005 07/01/2021
ALPINE, BUTTE, COLUSA, EL DORADO (west of the Sierra Nevada Mountains), GLENN, LASSEN (west of Hwy. 395, excluding Honey Lake); MARIN, MODOC, NAPA, NEVADA (west of the Sierra Nevada Mountains), PLACER (west of the Sierra Nevada Mountains), PLUMAS, SACRAMENTO, SHASTA, SIERRA (west of the Sierra Nevada Mountains), SISKIYOU, SOLANO, SONOMA, SUTTER, TEHAMA, TRINITY,
YOLO AND YUBA COUNTIES
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 50.78 28.09 ---------------------------------------------------------------- PAIN0016-007 01/01/2021
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:........................$ 35.88 21.16 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 $6.00 additional per hour.
---------------------------------------------------------------- PAIN0016-008 01/01/2019
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SOFT FLOOR LAYER.................$ 48.60 27.43 ---------------------------------------------------------------- PAIN0169-004 01/01/2022
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..........................$ 54.77 31.45 ---------------------------------------------------------------- * PAIN0567-001 07/01/2021
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............$ 31.80 13.54
Spray Painter & Paperhanger.$ 33.39 13.54
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 = $2.00/hr
*A special coating is a coating that requires the mixing of 2 or more products.
---------------------------------------------------------------- PAIN0567-007 07/01/2020
EL DORADO COUNTY (east of the Sierra Nevada Mountains); LASSEN COUNTY (east of Highway 395, beginning at Stacey and including Honey Lake); NEVADA COUNTY (east of the Sierra Nevada
Mountains); PLACER COUNTY (east of the Sierra Nevada Mountains) AND SIERRA COUNTY (east of the Sierra Nevada Mountains) Rates Fringes
SOFT FLOOR LAYER.................$ 31.01 15.48 ---------------------------------------------------------------- PAIN0567-010 07/01/2020
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...................$ 35.20 14.02
(2) Steeplejack - Taper,
over 40 ft with open space
below.......................$ 36.70 14.02
---------------------------------------------------------------- PAIN0767-004 01/01/2022
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..........................$ 41.78 33.09 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 rquired to wear a body harness shall receive $1.50 per hour above the basic hourly rate at any elevation.
---------------------------------------------------------------- PAIN1176-001 07/01/2021
HIGHWAY IMPR0VEMENT
Rates Fringes
Parking Lot Striping/Highway
Marking:
GROUP 1.....................$ 39.48 16.98
GROUP 2.....................$ 33.56 16.98
GROUP 3.....................$ 33.95 16.98
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 01/01/2021
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.................$ 41.81 23.39 ---------------------------------------------------------------- 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 07/01/2022
BUTTE, COLUSA, GLENN, LASSEN, MODOC, PLUMAS, SHASTA, SIERRA,
SISKIYOU, SUTTER, TEHAMA, TRINITY & YUBA COUNTIES
Rates Fringes
PLUMBER..........................$ 44.00 36.99 ---------------------------------------------------------------- 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 07/01/2022
AMADOR (South of San Joaquin River) and ALPINE COUNTIES Rates Fringes
PLUMBER..........................$ 49.75 34.49 ---------------------------------------------------------------- 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 08/01/2021
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
Roofer...........................$ 47.17 19.86 ---------------------------------------------------------------- ROOF0081-007 08/01/2021
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...........................$ 41.23 19.61 ---------------------------------------------------------------- SFCA0483-003 01/01/2022
MARIN, NAPA, SOLANO AND SONOMA COUNTIES
Rates Fringes
SPRINKLER FITTER (Fire
Sprinklers)......................$ 70.55 35.39 ---------------------------------------------------------------- SFCA0669-003 04/01/2022
ALPINE, BUTTE, COLUSA, EL DORADO, GLENN, LASSEN, MODOC, NEVADA,
PLACER, PLUMAS, SACRAMENTO, SHASTA, SIERRA, SISKIYOU, SUTTER,
TEHAMA, TRINITY, YOLO AND YUBA COUNTIES
Rates Fringes
SPRINKLER FITTER.................$ 44.36 26.83 ---------------------------------------------------------------- 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 07/01/2021
Rates Fringes
Truck drivers:
GROUP 1.....................$ 35.15 31.42
GROUP 2.....................$ 35.45 31.42
GROUP 3.....................$ 35.75 31.42
GROUP 4.....................$ 36.10 31.42
GROUP 5.....................$ 36.45 31.42
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"
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 1 of 41
Park Planning & Development Services
~Landscape Architect Section~
915 I Street, 3rd Floor, Sacramento, CA 95814
Phone: 916-808-5540
GENERAL PROVISIONS
1. General Provisions
SPECIAL PROVISIONS FOR:
MANGAN PARK IMPROVEMENTS
PN: L19-2102-00
I. G ENERAL REQUIREMENTS
A. S
COPE AND LOCATION OF WORK
The work to be performed under these Special Provisions consists of constructing the Mangan Park Improvements in Sacramento at 2230 34 th Avenue. The improvements include clearing and grubbing, erosion control, concrete walkways, site furnishing, play area equipment, fabric canopy shade structure, pl ay area concrete ramp, play area wood fiber, signage, basketball court, parking lot striping , ramp, site furnishing, concrete park sign, archery targets, irrigation system modification and landscaping.
B. C OMPLETION TIME
The time for the completion of all work is 30 (thirty) working days from the Notice to Proceed for substantial completion and 14 (fourteen) calendar days for plant establishment. Should said work not be completed to the satisfaction of the City within said time, the contractor shall pay to the City of Sacramento a sum of ONE THOUSAND DOLLARS ($1,000.00) as liquidated damages and not as a penalty for each calendar day delay after the expiration of such period until the final acceptance of the work by the City.
C. SPEC
IFICATIONS
The work to be performed under this contract shall be done in accordance with the Standard Specifications of the City of Sacramento, (adopted in November 2020), which can be accessed at
http://www.cityofsacramento.org/Utilities/Development-Standards, referred to herein as "Standard Specifications" as modified by these Special Provisions, which shall apply to all work.
i. S
tandard Specification 1 -23
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 2 of 41 The word “Engineer” shall also mean “Landscape Architect” as defined in Standard Specification Section 1-33.
ii. S tandard Specifications Section 2-9 SUBCONTRACTORS
Add the following after the subparagraph 2 in the Standard Specifications:
If a prime Contractor fails to specify a subcontractor, or, if a prime Contractor specifies more than one (1) subcontractor for the same portion of work to be performed under the Contract, which portion exceeds one-half of one percent of the prime Contractor's total bid, the prime Contractor agrees that it is fully qualified to perform that portion of the work and that the prime Contractor shall perform that portion of the work.
iii. S
tandard Specifications Section 5-4 COOPERATION OF
CONTRACTOR
A
dd the following after the last paragraph of the Standard Specifications Section 5-4 COOPERATION OF CONTRACTOR with the following:
Contractor shall cooperate with the Landscape Architect, City inspectors, and with other Contractors that may be working at the same jobsite as directed by the Landscape Architect and/or City inspector. The City inspector shall designate the sequence of construction in case of a disagreement between Contractors.
iv. S tandard Specifications Section 7-2 WORK SCHEDULE AND
ADEQUATE RESOURCES
A
dd the following after the last paragraph of the Standard Specifications Section 7-2 WORK SCHEDULE AND ADEQUATE
RESOURCES:
Contractor shall submit with each Pay Request Application an updated Work Schedule. The updated Work Schedule is an integral part of the Pay Request Application. The Pay Request Application will not be accepted for processing without an accompanying updated Work Schedule.
v. S
tandard Specifications Section 8 -1 MEASUREMENT OF
QUANTITIES
Ad
d the following paragraph: "The Landscape Architect shall determine quantities of work acceptable under the terms of the Contract. Not more than once per month the Contractor shall present to the Landscape Architect a statement showing the amount of labor and materials incorporated into the work.”
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 3 of 41 vi. Special Notice Regarding Standard Specifications: The Standard Specifications of the City of Sacramento, dated November 2020, are subject to the provisions of Chapter 3.60 of the Sacramento City Code. If there is any conflict between the Standard Specifications as currently written and Chapter 3.60 of the Sacramento City Code, the City Code shall govern.
D. S
UBCONTRACTORS
The Contractor shall comply with Section 2-9 of the Standard Specifications.
E. S CHEDULE OF UNIT PRICES
The designated lowest responsible bidder shall provide a Schedule of Unit Prices to the Landscape Architect prior to the award of the Contract. The form for the Schedule of Unit Prices will be provided to the bidder by the Landscape Architect after issuance of the Notice of Award. This Schedule of Unit Prices shall be not be used for Contract payments; only the unit process stated on the bid sheet. Unit prices provided on the Schedule of Unit Prices are for information only and may be used as a basis for determining Contractor’s direct costs in preparing change orders for additional work.
F. T
IME OF AWARD
Section 3-2TIMEOF AWARD of the Standard Specifications, the first paragraph is amended as follows: “The award of a formally bid Contract, if made, will be made within ninety (90) calendar days after opening of the Proposals.
G. P RE -BID INTERPRETATION OF CONTRACT DOCUMENTS
No oral representations or interpretation will be made to any bidder as to the meaning of the Contract Documents. Request for interpretation shall be made in writing, and delivered to the City at least seven (7) days before the time announced for opening the Proposals. Interpretation, where necessary, will be made by the City in the form of an addendum to the Invitation for Bids, and when issued, will be sent as promptly as is practical to all parties to whom the bid documents have been issued who have subscribed to Planet Bids. All such addenda shall become part of the Contract. Request for information regarding shall be directed to the
Tin -Wah Wong , City Project Manager/Landscape Architect, Department of Youth, Parks and Community Enrichment, Landscape Architecture Section, 915 I Street, 3 rd Floor, Sacramento, CA 95814, (916) 808 -5540 FAX (916) 808 -8275 , email [email protected].
It shall also be the bidder's responsibility to call to the attention of the Landscape Architect any missing pages or drawings in the Invitation for Bids including any addenda. These items shall be brought to the
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 4 of 41 attention of the Landscape Architect at least seven (7) calendar days before the bid opening date.
H. P RE -JOB CONFERENCE AND CONSTRUCTION SCHEDULE
The Contractor, after delivery by City of the executed Contract and at least three (3) calendar days before beginning work, shall notify the Landscape Architect to arrange for a pre-job conference. The Contractor shall submit to the Park Construction Inspector construction progress schedules in accordance with Section 7-2 of the Standard Specifications.
I. W ORKMANSHIP AND MATERIALS
Except as otherwise specified, all materials and equipment incorporated in the work under the Contract shall be new. The quality of materials and workmanship shall be in accordance with the provisions of Section 5-17 of the Standard Specifications. Appearance of the finished work is of primary importance in all phases of this project. Any portion of the work may be rejected due to appearance defects.
J. T
RADE NAMES AND ALTERNATIVES
In accordance with Paragraph 5-18 of the Standard Specifications, certain articles or materials to be incorporated in the work may be designated, for convenience, under a trade name or the name of a manufacturer and the catalogue information. The use of an alternative article or material which is of equal quality and of the required characteristics for the purpose intended will be permitted, subject to the approval of the Landscape Architect. The Contractor shall, within seven (7) calendar days after issuance of the Bid Summary and Notification of Award Recommendation, submit for the review of the Landscape Architect, materials, products, equipment and services which differ in any respect from the materials, products, equipment and services specified in the Invitation for Bids. Such submittals shall be accompanied by data to substantiate that such items are equal to those specified. The Landscape Architect shall be the sole judge as to the quality and suitability of substitutions and his/her decision shall be final. Requests for substitutions will not be entertained or considered by the Landscape Architect during the bidding period. No delay or extension of the Contract time will be allowed because of the time required for submitting substitutions or for determining their equality. Failure to propose the substitution of any article or service within seven (7) calendar days after the issuance of the Bid Summary and Notification of Award Recommendation will be deemed sufficient cause for the denial of request for substitution.
After an approval for a substitution is given, the Contractor shall be responsible for any variation of dimensions, locations, connections, sizes and openings, type and construction of substrate or support to receive materials, etc. The Contractor shall furnish and install any and all additional materials as may be required to perform a complete job without additional cost to the City.
Request for substitution approval shall, in addition to the directions described above, list any and all deviations in the quality, criteria, characteristics or
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 5 of 41 dimensions from the specified item or items. Any deviations in the quality, criteria, characteristics or dimensions that do not appear in the request for substitutions and subsequently appear in the shop drawings or in the product or installation may cause the Contractor to be directed to remove the item or items in total and at its expense, and to provide and install the item or items as originally specified. The mere mention in the request for substitution that the item or items will be in accord with the manufacturer's specification or catalog will not be sufficient to alter the specifications. The request for substitution must specifically list where deviations in the quality, criteria, characteristics or dimensions exist.
K. A
CCIDENT PREVENTION
The Contractor's attention is directed to Section 6-9 of the Standard Specifications, which requires compliance with all requirements of the California Occupational Safety and Health Act.
L. L OCATION OF EQUIPMENT AND PIPING
Drawings showing locations of equipment, piping, valves, sprinkler heads, and other appurtenances are diagrammatic only. When installation deviates from the plans and specifications, the Landscape Architect shall be notified for approval.
The Contractor will be held responsible for deviations made without first obtaining the Landscape Architect's written approval, and shall remove and relocate such items at his own expense if so directed by the Park Construction Inspector.
M. RE
LIEF FROM MAINTENANCE AND RESPONSIBILITY
Upon the written request of the Contractor and upon written approval by the Landscape Architect, the Contractor may be relieved of the duty of maintaining and protecting certain portions of the work, which have been completed in all respects in accordance with the requirements of the Contract and to the satisfaction of the Landscape Architect, and thereafter, except with his or her consent, the Contractor will not be required to do further work thereon. In addition, such action by the Landscape Architect will relieve the Contractor of responsibility for injury or damage to said completed portions of the work resulting from use by public traffic or from the action of the elements or from any other cause, but not from injury or damage resulting from the Contractor's own operations or from its negligence. Nothing in this section providing for relief from maintenance and responsibility will be construed as relieving the Contractor of full responsibility for repairing or replacing defective work or materials found at any time before either the formal acceptance of the entire work by the City or during the applicable guarantee period.
N. CO
ORDINATION OF CONTRACT DOCUMENTS
The following sentence is added to the end of Section 5-3 of the Standard Specifications:
In case of conflict between drawings and specifications, the drawings shall govern in matters of quantity and the specifications in matters of quality. In case
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 6 of 41 of conflict within the drawings involving quantities or within the specifications involving qualities, the greater quantity and the higher quality shall be furnished.
O. P
ROTECTION OF DRAINAGE FACILITIES
The Contractor shall maintain all new drainage facilities so storm drainage runoff into the new system is clean. Use straw bales around inlets to minimize sediment infiltration during rainy season and control of the irrigation schedule to minimize runoff during initial planting of turf is required.
P. CL EANING
The Contractor shall at all times keep the work site free from accumulations of waste material or rubbish caused by its employees work, and at the completion of work, the Contractor shall remove all rubbish from and about the work site and all tools, scaffolding and surplus materials, and shall leave the work site, including all sidewalks and paving areas, "broom clean", or its equivalent, unless more exactly specified in other trade sections of the specifications. In case of dispute, the City may remove the rubbish and charge the cost to the Contractor.
The Contractor at its expense shall remove spillage resulting from hauling operations along or across any public street immediately. Water or dust palliative shall be applied if ordered by the Park Construction Inspector for the alleviation or prevention of dust nuisance. Construction operations shall be conducted in such a manner as to cause as little inconvenience as possible to abutting property owners.
Q. SU
BMITTALS
In accordance with the provisions of Section 5-7, Standard Specifications (except where noted below), the Contractor shall furnish the Landscape Architect with such shop drawings and other descriptive materials as may be necessary to adequately describe the equipment, material, and fabricated items proposed to be furnished under the Contract, and to determine their compliance with the specifications, design, and arrangement shown on the contract drawings. Items to conform to Special Provisions and may include, but not limited to,:
Item Product
Data
Shop
Drawings
Mock-up or
Sample
Fabric Shade Canopy X
All Play Equipment & Materials & Signage X
Play Area Wood Fiber X X
Play Area Ramp X
Concrete Pavement X X
Aggregate Base X
Expansion Joint Material X
Benches X
Picnic Tables X
BBQ Grill X
Basketball Standards & Accessories X
Decomposed Granite X X
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 7 of 41 Concrete Park Sign X
Concrete Wheel Stop X
Truncated Dome Warning Tiles X
Concrete Ramp X
Signs X
Spray Heads X
Rotors X
Swing Joint Assemblies X
Irrigation Laterals X
PVC Fittings & Nipples X
PVC Glue & Primer X
Sod Mix, Tabs & Receipts X
One (1) copy of such submittals shall be furnished for review by the Landscape Architect, a digitally scanned copy will promptly be returned with approval, rejection, or approval with modification. Neither equipment nor material shall deviate in any way from the approved drawings without prior written approval of the Landscape Architect. Any fabrication of other work performed in advance of such approval shall be done entirely at the risk of the Contractor. The approval of submitted drawings or other descriptive material shall not relieve the Contractor of any obligation or responsibility for fulfillment of the Contract requirements.
R. RE
CORD DRAWINGS OF NEW CONSTRUCTION
Should the work as installed differ from the original design, the Contractor shall supply the City with a reproducible full size PDF drawing and (1) Fullsize and (1) ½ size hard copy set with all deviations from the original recorded thereon (layout and grades included). This "as-built" shall be found to be of acceptable quality by the Landscape Architect. Upon request, the City shall supply the Contractor with a PDF for his/her "as-built" drawing. "As-built" drawings shall also be required as stated in Section 36-4 of the Standard Specifications.
S. L
ICENSE REQUIREMENTS
For this publicly bid project either a General Engineering Contractor “A” that also holds a “C27” License, or a General Engineering Contractor “A” License with a qualified subcontractor “C27” Licensed. The “C27” contractor shall have previous park construction experience, and shall be required to install the irrigation and landscaping for municipal projects. The “A” contractor is categorized as a general engineering contractor as stated in the Business and Professions Code (B&P) Section 7056 of Article 4 Classifications on the California Contractors State License Board website.
T. PR
OTECTION OF EXISTING CONCRETE AND ASPHALT PAVEMENTS
Contractor shall repair and replace to City standards any existing asphalt or concrete pavements damaged during construction activities at no expense to the City. These pavement areas include street, curb and gutter, sidewalk and park
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 8 of 41 path. Contractor shall meet with the Park Construction Inspector prior to commencing work to document existing conditions of these paved areas.
U. P ROJECT COORDINATION
Contractor shall complete all general coordination with the Project Manager, the Landscape Architect, the City Inspector, and other City staff as necessary to complete the Project in an efficient workmanlike manner. This coordination includes: Submittals; Record Drawings; Maintenance of Traffic, Public Safety, and Convenience; Protection of Existing Improvements; Construction Facilities and Temporary Controls; Temporary Electricity; Project Closeout; and Operation and Maintenance Data for this Project.
.
V. CORONAVIRUS (COVID-19) SAFETY REQUIREMENTS
1.01 Given the coronavirus (COVID-19) epidemic, each Bidder must understand that the means and methods of construction, and the ways of doing business, have been materially impacted and changed (at least for the foreseeable future). These impacts and changes relate to social distancing, ability to perform at the pace previously performed, personal interaction of workers, implementation of increased safety measures, and a myriad of other impacts to construction operations. Heightened measures to protect persons from illness and the adoption and implementation of many new and more intensive practices will make the performance of construction work different and more challenging.
1.02 It is the intent of the City to alert all Bidders for all aspects of this Project, that they are to include in their Bids all known and reasonably estimated COVID-19 costs and impacts to the ability to obtain goods and materials required, as well as labor to perform the Work. Further, all costs for all of these and other aspects of the Project, including supervision, temporary facilities, incidentals, testing, QA/QC, etc. (this listing is intended to be illustrative and not comprehensive) shall be evaluated by each Bidder so its Bid submitted to the City includes all such potential costs in recognition of the foregoing and subsequent notices in this and other sections of the Contract Documents.
1.03 Each Bidder is to critically appraise and evaluate the reasonably anticipated costs and time impacts, if any, which may need to be accounted for in light of the COVID– 19 pandemic and all governmental directives and requirements, and commercial impacts, arising therefrom. If awarded the contract, Bidders are encouraged to prepare a COVID-19 Exposure Prevention, Preparedness and Response Plan (a “COVID-19 Plan”) before commencing Work. The COVID-19 Plan should describe how to prevent worker exposure to coronavirus; protective measures to be taken on the jobsite; personal protective equipment and work practice controls to be used; cleaning and disinfecting procedures; and procedures to follow if a worker shows symptoms of COVID-19 illness or tests positive for COVID-19. In addition to any governmental or other guidance available at the time of Bid submission, the Contractor should review OSHA COVID-19 Workplace Safety Guidance documentation, such as: https://www.osha.gov/Publications/OSHA3990.pdf, as a resource in preparation of its COVID-19 Plan. Other reliable and current sources of COVID-19 information can be found from:
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 9 of 41 The California Department of Public Health (CDPH, State), including without limitation, guidance such as:
https://www.cdph.ca.gov/Programs/CID/DCDC/Pages/Immunization/nCOV201
9.aspx
The federal Centers for Disease Control and Prevention (CDC, National), including without limitation, guidance such as:
http://www.cdc.gov/coronavirus/novel-coronavirus-2019.html
The Sacramento County Public Health Department, including without limitation, guidance found here: https://www.saccounty.net/COVID-19/Pages/default.aspx
The COVID-19 Plan should at a minimum address the following COVID -19 safety guidelines:
a. COVID-19 Employee and Visitor training and check -list before entering worksite.
b. Employee distancing and strategies to maximize distancing when possible.
c. Limitations on gathering size.
d. Personal Protective Equipment (PPE) requirements.
e. Identification of “choke points” and “high risk areas” such as hallways, hoists and elevators, break areas and vehicles.
f. Staggering trades and modification of work schedules to reduce worker density to maximize distancing opportunities.
g. COVID-19 employee good personal hygiene measures.
h. Disinfection and cleaning requirements.
i. Personal prevention actions requirements for all employees. j. Toolbox and Tailgate COVID-19 employee training.
k. Recognition of COVID-19 Symptoms.
l. Procedures for COVID-19 exposure and notification to others who were at the Site.
m. Daily screening protocols for arriving workers and visitors to ensure potentially infected workers and visitors do not enter the Site. n. Maintenance of daily attendance logs of all workers and visitors who enter the Site.
1.04 It is the responsibility of each Bidder to alert all potential subcontractors and suppliers of every tier and trade to also factor in the above-referenced COVID-19 cost and time impacts, if any, into their sub-bids to Bidders for all aspects of the Project.
1.05 By submitting a Bid for this Project, each Bidder represents to the City that it included in its Total Bid Price all cost impacts, whether affecting labor (including, but not limited to obtaining qualified workers, quantity of workers, as well as their productivity); deliveries; supervision; testing; procurement of materials or equipment; and time caused by COVID-19 safety requirements and all public health and governmental directives in place at the time Bids are received by the City for this
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 10 of 41 Project. Furthermore, each Bidder recognizes it will not be entitled to a change order granting a COVID-19 related time extension or for any COVID-19 related increased costs, or from any public health or governmental directives in place at the time Bids are received by the City for this Project.
II. ITEMS OF THE BASE BID PROPOSAL add site grading? Items No 1. Temporary Construction Fence
This item shall consist of furnishing, installing and maintaining a 6’ high temporary construction Chain Link Fence around construction area as shown on the Plans in conformance with Section 10 of the Standard Specifications.
A. D emolition shall begin only after the temporary fence has been installed. Fence to remain in place throughout the duration of the project until project acceptance, or as directed by the Inspector.
Fences with panel stands are preferred over in-ground mount.
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in completing the Temporary Construction Fence as shown on the plans, as sp ecified in these Special Provisions and as directed by the Inspector.
Items No 2. Si
te Clearing and Grubbing
This item shall consist of Site Clearing and Grubbing as indicated on the plans in conformance with Section 12 and 13 of the Standard Specifications, and these Special Provisions.
A. P layground Wood Fiber shall be removed from the playground , stockpiled on site per plans and existing non-decomposed wood fiber reused underneath the new play equipment. All decomposed wood fiber shall be removed from the playground.
B. T rash & Debris shall be removed by the contractor. All resulting debris shall become the property of the Contractor and disposed of outside the project limits at the Contractor's cost.
C. Disposal – Exact trash and debris removal shall be determined by the Parks Construction Inspector.
All removed items and resulting debris from the demolition shall become the property of the Contractor and shall be disposed of off the project site at the expense of the Contractor.
D. Demolition Material - The contractor shall maintain a Waste Log of all the Demolition Material removed from the project and disposed. All weight tags shall be kept with the ‘Waste Log’ and the ‘Waste Log’ and weight tags shall be turned over to the Landscape Architect at the end of the project. In disposing of this material, the contractor shall follow the guidelines outlined in the C&D Debris Waste Management Plan, by the City of Sacramento Solid Waste Services.
E. Additional Protection of Existing Facilities shall consist of protection of existing, concrete pavement, irrigation sprinklers, trees and turf. The contractor shall take all measures to protect all of the existing facilities in Mangan Park . Any damage caused to the turf areas shall be brought back to existing grade and replaced with sod at the contractor’s expense. All damaged concrete paving during construction activities shall be removed and replaced at the contractor’s expense. Any damaged trees will be removed and replaced at the contractor’s expense.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 11 of 41
F. T ree Protection add Tree Retention – Trees to be retained are shown on the plans.
Protection and Preservation of Existing Trees
General
1. The objective of this section is to reduce the negative impacts of construction on trees. Tree protection measures are intended to guide a construction project to ensure that appropriate Best Management Practices (BMPs) will be implemented in the field to eliminate or mitigate undesirable consequences that may result from construction related activi ties. Negative impacts include but are not limited to physical injury to trunk and branches, soil compaction, damage to roots, and exposure to harmful or toxic substances.
2. The Contractor shall protect all existing trees identified in the project plans for preservation or not specifically identified for removal. The Contractor shall be responsible for all damages to trees associated with the project that were caused by the actions or neglect of the Contractor.
3. It is the intent of this section that the requ irements stated in this section apply to all sections of the project specification such that any subcontractor must comply with the restrictions on work within designated Tree Protection Zones (TPZ) and shall be responsible for all damages to trees associated with the project that were caused by their actions or neglect.
4. All work shall be performed in accordance with ANSI A 300 standards, all applicable Best Management Practices established by the International Society of Arboriculture (ISA) and any project specific direction given by the City’s Urban Forester.
Materials and Labor
1. The Contractor shall furnish all labor, materials and equipment required to perform the scope of work described in these specifications and subject to the terms and conditions of this contract. The Contractor shall retain the services of an ISA Certified A rborist to perform the functions of a Project Arborist that are described in this specification. The Contractor shall acquire all licenses, insurance, etc., necessary to assume the legal responsibility for the scope of work. Full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in this section shall be considered as included in the prices paid for various contract items of work and no additional compensation will be allowed.
Execution-Pre Construction Requirements
1. PRE-CONSTRUCTION MEETING: Demolition, grading and general contractors are required to meet with the City’s Urban Forester or Authorized Representative prior to any phase of site work, clearing or grading to review tree protectio n measures, enforcement of tree protection zones, review Contractor and Consultant’s responsibilities, field quality control, sequence of work and other items including, but not limited to: construction parking, construction trailers, materials storage, fuel and chemical storage, masonry staging, concrete wash- out, equipment access, haul routes, staging areas, soil and mulch stockpiles, demolition access, and dumpsters.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 12 of 41
2. VERIFICATION OF TREE PROTECTION: Site preparation work shall not begin until all tree protection measures have been installed as set forth in the Plans, verified, and approved by the City’s Urban Forester or Authorized Representative.
3. INSTALLATION OF PROTECTIVE FENCING AND SIGNAGE
a. Tree protection fencing and signage shall be erect ed around the Tree Protection Zone (TPZ) of each tree where indicated in the project Plans prior to any demolition, site clearing, grading or construction work and shall be maintained throughout the duration of the project. Tree protection fencing or signa ge shall not be removed or relocated before the end of the project without the authorization of the City’s Urban Forester or Authorized Representative.
b. Orange vinyl construction fencing, snow fencing or other similar fencing should be at least 4 feet high and supported at a maximum of 10 foot intervals by metal T-posts or approved methods sufficient enough to keep the fence upright and in place. T -posts shall be a minimum of 2 feet in the ground.
c. Chain link fence shall be 6 feet tall with 2 inch mesh chain link fabric set in metal frame panels on movable core drilled concrete blocks or similar bases of sufficient size to hold the fence erect.
d. Tree Protection Zone (TPZ) signs provided by the City shall be affixed to the fencing every 50 feet with no less than one sign per protection area.
Tree Protection Zones (TPZ)
1. ACTIVITIES PROHIBITED WITHIN PROTECTION ZONES:
a. Storage of construction materials, debris, or excavated material. b. Parking vehicles or equipment.
c. Foot traffic.
d. Erection of sheds or structures.
e. Drainage changes or impoundment of water.
f. Cutting tree roots by utility trenching, foundation digging, placement of curbs, trenches and other miscellaneous excavation or other digging.
g. Soil disturbance, soil compaction or grade change.
h. Washout activities
i. Attachment of signs to or wrapping materials around trees or plants.
2. ACTIVITIES PERMITTED OR REQUIRED WITHIN PROTECTION ZONES:
a. Mulching – should be used during construction to protect the soil from compaction, conserve soil moisture, and moderate soil temperature. Refer to project plans for specific trees or areas within the Tree Protection Zone (TPZ) that require mulching. Spread wood chips or similar material to a depth of 4 inches, leaving the trunk clear of mulch.
b. Wood chip mulch covered with ¾ inch thick plywood panels or steel plates can be used for temporary road access and to reduce compaction in and near tree protection areas.
When used for this purpose, at least 12 and up to 18 inches of chips sh ould be applied where vehicles will travel or park.
c. Irrigation, fertilizing or other beneficial practices that have been specifically approved for use within the Tree Protection Zone (TPZ) by the City’s Urban Forester or Authorized Representative.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 13 of 41
3. EROSION CONTROL: If a tree is adjacent to or in the immediate proximity to a grade slope of 8% (23 degrees) or more, then approved erosion control or silt barriers shall be installed outside the Tree Protection Zone to prevent siltation and/or erosion with the TPZ.
4. EXCAVATION AND ROOT PRUNING
a. If excavation, trenching or pipe installation has been approved within the Tree Protection Zone (TPZ), then the trench shall be either cut by the use of hand tool, pneumatic excavation technology, hydro excavation technology, or by mechanically boring the tunnel under the roots with a horizontal directional drill and hydro or pneumatic air excavation technology.
b. If directional boring is the selected method, the length of the bore should be equal to the width of the protected zone and at least 4 feet in depth.
c. If an excavation necessitates the removal of roots 2 inches in diameter or greater, the Contractor shall arrange for the Project Arborist to evaluate the impact of such root removal. The removal of roots 2 inches in diameter or greater shall be directly supervised, and documented by the Project Arborist. If it is determined by the Project Arborist that an excavation will either remove 25% or more of the roots of a tree, or have a substantial impact on the structure or vitality of a tree, the Contractor must obtain approval from the City’s Urban Forester or Authorized Representative before proceeding further with the excavation.
d. Cut roots cleanly to minimize damage to remaining roots and reduce the risk of causing disease, decay and instability. Backfill all excavations containing live roots as soon as possible to prevent roots from drying out and dying. Roots exposed for more than a day shall be covered in wet burlap or similar fabric which shall be kept damp until the excavation is backfilled with soil.
5. DAMAGE TO TREES:
a. MONITORING AND ENFORCEMENT: The City’s Urban Forester or Authorized Representative shall have the discretion to monitor and inspect work sites containing protected trees. Accidental or negligent actions that damage trees may result in a penalty.
b. Reporting: The Project Arborist shall monitor the overall condition of all protected trees associated with the project and shall document any activities that occur within the Tree Protection Zone (TPZ) of a protected tree. The Project Arb orist shall provide a written report to the City’s Urban Forester or Authorized Representative at least once a month for the duration of the project.
6. Appraised Value
a. DAMAGE TO A CITY TREE: If a city tree is damaged by the Contractor during construction, the City’s Urban Forester or Authorized Representative will appraise the value of the damages. The value of the damages shall be expressed as a monetary equivalent of all labor and materials required to bring the tree in question to a state of comparable utility
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 14 of 41 with regards to its condition and function prior to the beginning of the project. The value of the damages shall not exceed the total value of the entire tree and the cost of removal.
b. REMOVAL OR DESTRUCTION OF A CITY TREE: If a city tree is remo ved or destroyed by the Contractor during construction without prior authorization the City’s Urban Forester or Authorized Representative will appraise the value of the damages. The appraised value of a city tree shall be no less than $100 per linear foot of clear trunk for palm trees and $325.00 per inch of trunk diameter measured at 4.5 feet above ground for all other trees.
The value of the damages may also include the cost of removal, and stump grinding if applicable.
c. DAMAGE TO PRIVATE PROPERTY: If a privately owned tree or any other private property is damaged or destroyed by the Contractor during construction the City will not appraise the value of private property.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in Demolition as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 3. Er osion and Sediment Control for Sites Under 1 Acre This item shall consist of Erosion and Sediment Control at the locations indicated on the plans in conformance with the City Standard Specifications.
A. S torm Water Pollution Prevention Plan (SWPPP) – Not required for this project since it is less than one acre.
B. B MP Maintenance and Maintenance Log – Not required for this project since it is less than one acre.
C. H ousekeeping Practices shall be implemented as follows:
1. S olid Waste Management procedures shall include designated waste collection areas and containers in areas indicated. Arrange for regular removal and disposal from the site of solid waste. On a daily basis, clear site of trash including organic debris, packaging materials, scrap or surplus building materials, as well as domestic waste. Solid Waste Containers shall have a lid/ cover and shall covered it at the end of each work day or when its windy.
2. Material Delivery and Storage Area sh all be designated a nd provided with a secondary containment method, as with berms. Store material on pallets and provide covering or water tight containers for soluble materials. Locate materials in a lockable storage contain or other secure enclosure to insure items canno t be vandalized or displaced during nonworking hours.
Inspect area weekly and 48 hours prior to a storm event. If a spill is discovered the contractor shall first notify the contractor’s and the City’s QSP immediately and then have the QSP provide direction on how the spill should be cleaned up and if testing will be required.
3. Concrete Waste Area sh all be designated and provide for a temporary pit to be used for concrete truck washout. Dispose of hardened concrete offsite. At no time shall a concrete truck dump its waste and clean its truck into the City storm drains via curb and gutter. Inspect daily to control runoff, and weekly for removal of hardened concrete. If the contractor is has
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 15 of 41 a designated area for the concrete washout on site the contract or shall cover and divert rain water from entering into the washout area. The contractor can use a mobile concrete washout or other similar concrete washout system.
4. P aint and Painting Supplies instructions shall be given to employees and subcontractors regarding reduction of pollutants including material storage, use, and clean up. Inspect site weekly for evidence of improper disposal. A second containment system shall be used to minimize pollutants from escaping the washout areas. In addition the contractor shall place plastic or some other non permeable lining on the ground to minimize contact between the native soil and the pollutants.
5. Vehicle Fueling, Maintenance and Cleaning s
hall be located in a designated area with a
secondary containment, as wi th berms. In addition the contractor shall place plastic or some other non permeable lining on the ground to minimize contact between the native soil and the pollutants. Provide equipment with drip pans. Restrict on -site maintenance and cleaning of equipment to a minimum. Inspect area weekly.
6. Hazardous Waste Management in structions shall be given to all employees to prevent the discharge of pollutants from hazardous wastes to the drainage system through proper material use, and waste disposal. Hazardous waste products commonly found on -site include but are not limited to paints & solvents, petroleum products, fertilizers, herbicides & pesticides, soil stabilization products, asphalt products, and concrete curing products. A list of materials expected to be used is listed in the SWPPP. If additional items or items need to be removed the contractor shall notify the City QSP.
7. Dust Control:
The Contractor shall comply with all City and County of Sacramento, State of California air pollution control rules, regulations, ordinances, and statues which apply to any work performed pursuant to the contract, including any air pollution control rules, regulations, ordinances, and statutes, specified in the Government Code. The Contractor shall be responsible for the control of dust within the limits of the project at all times including weekends and holidays in addition to normal working days. The Contractor shall take whatever steps are necessary or required by the Inspector to eliminate the nuisance of blowing d ust without causing sediment, debris or litter to enter the City storm drain system.
8. Erosion, Sediment, and Pollution Control T he Contractor shall be responsible for controlling erosion and sedimentation within the limits of the project. In addition the contractor shall take measures to eliminate any water with pollutants from entering the project site as ‘run-on’. The contractor shall be responsible for erosion and sediment control at all times during (working hours) and during normal working days, excluding evenings, weekends and holidays. The Contractor shall prevent sediment and construction debris from entering the City storm drain system.
9. Non-S
torm Water , slurry and sediment from concrete or asphalt sawcutting operations shall not be allowed to enter the City storm drain system, but instead must be collected and disposed of, by the Contractor, in some manner approved by the Inspector.
10. Site Cleanup: The Contractor shall keep the project site clean and free of dust, mud, and debris resulting from the Contractor's operations. Daily clean up throughout the project shall be required as the Contractor progresses with the work. Extra precautions and clean up efforts shall be made prior to weekends and holidays, and before a predicted rain event.
Daily all paved areas within the limits and surrounding the project shall be cleaned and free of se
diments, asphalt, concrete and any other construction debris. The Contractor will not be allowed to clean sediment and debris from the street by using water to was h down streets.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 16 of 41 The streets will be allowed to be washed only after the streets have been thoroughly swept and/or vacuumed and inlet protection has been placed at all storm drain inlets to catch any remaining sediments from the streets.
Spillage of earth, gravel, concrete, asphalt, or other materials resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense. If site is not kept sufficiently clean the City will take measures to c lean it and back charge the Contractor.
D. C
onstruction site shall be prepared by the Contractor prior to the start of construction and shall be have erosion and sediment control measures in place until the project is complete. Contractor shall ensure to have all erosion and sediment control measures.
E. E
rosion and sediment control measures shall be installed and maintained before the start of construction begins and until disturbed areas are stabilized. All erosion and sediment control measures shall be chec ked and maintained by the contractor on a minimum of a weekly basis, before and after and during all storms to ensure measures are functioning properly.
Payment sh all be made at the lump sum bid price and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Erosion and Sediment Control as shown on the plans, as spe cified in these Special Provisions and as directed by the Inspector.
Items No 4. Sit e Staking
This item shall consist of furnishing and installing Site Staking by a licensed Surveyor for site layout, grading, utilities and other elements as shown on the plan.
A. Contractor shall set stakes for site layout and grading for approval by the Inspector prior to installation.
B. S
taking:
i. Vertical control is established by the bench mark indicated on the drawings.
ii. Layout of work shall be done under the supervision of the Contractor by a City-approved Land Surveyor licensed in California using professional-type instruments. Contractor shall establish elevations and locate and stake all on-site improvements and grading for approval by the City prior to proceeding and shall be responsible for any damage that may be sustained by the City or others from incorrect locations of site improvements. This surveyor shall certify that the completed work is done in a manner that the City can check from conformance as the work progresses.
Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Site Staking as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 5. Si
te Grading
This item shall consist of Site Grading the existing surface to the lines and grades for the park development shown on the plans in conformance with sections 14 and 15 of the Standard Specifications, these Special Provisions.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 17 of 41 A. The Contractor shall meet the lines and grades as shown on the grading plan. Should import or export of soil become necessary to the lines and grades as shown on the plans, it shall be at the sole expense of the Contractor. Should export of soil become necessary, it shall be at the discretion of the Landscape Architect to allow the Contractor to make necessary adjustments to balance the earthwork on site at no additional cost to the City. The Contractor shall be solely responsible for earthwork calculations.
B. Relative Compaction for landscaped areas shall be 85%.
C. Site grading shall be approved by the Landscape Architect upon completion of grading operations.
D. Pl
anter Areas adjacent to paved areas shall be graded so that after settlement, the soil with be two inches (2”) below the top of adjacent pavement, curbs or mowstrips.
E. Layout of Work:
1. Grade the site to the tolerance shown.
2. Tolerances: Site grading shall be to the elevations shown on the plans, plus or minus 0.1 foot vertically.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Site Grading as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 6. De molition and Removal
This item shall consist of Demolition and Removal of items indicated on the plans in conformance with 13- 3 Removing / Relocating of the Standard Specifications and these Special Provisions.
A. Concrete Flatwork shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site.
B. C oncrete Mow Curb shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site.
C. Benches s hall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site. All holes in concrete flatwork resulting from removed items shall be filled with concrete to finished grade.
D. A sphalt Paving shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site.
E. BBQ Grill shall be removed as shown on the plans for removal including all concrete footings. All resulting debris shall be removed and legally disposed of away from the project site.
F. Playground Equipment and Swings removed and other play equipment items as shown on the plans for removal including all concrete footings. All resulting debris shall be removed and legally disposed of away from the project site.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 18 of 41 G. Playground Wood Fiber shall be removed from the p layground, stockpiled on site per plans and existing non-decomposed wood fiber reused underneath the new play equipment. All decomposed wood fiber shall be removed from the playground. All resulting debris shall be removed and legally disposed of away from the project site.
H. Sa nd shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site.
I. B asketball Po st, Hoop, Backboard shall be removed as shown on the plans for removal including all concrete footings. All resulting debris shall be removed and legally disposed of away from the project site.
J. Si gn shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site.
K. Wo od Park Sign shall be removed as shown on the plans for removal including all concrete footings.. All resulting debris shall be removed and legally disposed of away from the project site.
L. Other items noted on plans shall be remo ved as shown on the plans including and concrete footings. All resulting debris shall be removed and legally disposed of away from the project site.
M. H oles and depressions resulting from removed items shall be filled, compacted, and brought to finished grade with landscape fill in conformance with Section 14 of the Standard Specifications and as directed by the Landscape Architect.
N. T rash & Debris shall be removed by the contractor. All resulting debris shall become the property of the Contractor and disposed of outside the project limits at the Contractor’s cost.
O. Disposal – Exact limits of concrete, trash and debris removal shall be determined by the Parks Construction Inspector. All removed items and resulting debris from the demolition shall become the property of the Contractor and shall be disposed of off the project site at the expense of the Contractor.
P. Additional Protection of Existing Facilities shall consist of protection of concrete pavement, wood lattice shade structure, irrigation sprinklers, trees, landscaping and turf. The contractor shall take all measures to protect all of the existing facilities in Mangan Park . Any damage caused to the turf areas shall be brought back to existing grade and replaced with sod at the contractor’s expense. All damaged concrete paving during construction activities shall be removed and replaced at the contractor’s expense. Any damaged trees will be removed and replaced at the contractor’s expense.
Payment sh all be made at the lump sum price bid and shall include full compensation for fu rnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in completing the Demolition and Removal as shown on the plans, as specified in these Special Provisions, and as directed by the Inspector.
Items No 7. Pl ayground Drain Clean Out
This item shall consist of furnishing and installing Playground Drain Clean Out as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. Locate existing play area catch basin and clean out existing drain pipe per plans.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 19 of 41
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in Playground Drain Clean Out as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 8. Aggr egate Base
This item shall consist of furnishing and installing aggregate base (AB) under concrete flatwork and decomposed granite as shown on the plans in conformance with Section 10, and 17 of the Standard Specifications, and as amended by these Special Provisions.
A. Ag gregate Base shall be Class II, per Section 26 of the State Standard Specifications.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in providing and completing the Aggregate Base to Place under Concrete Flatwork as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 9. Con crete Flatwork
This item sha ll consist of furnishing and constructing Concrete Flatwork as shown on the plans in conformance with Sections 10, 19, 24, and 38 of the Standard Specifications, and as amended by these Special Provisions.
A. E
xisting Concrete Pavement shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of off-site by the Contractor.
B. Sawcutting of Pavement shall be required as directed per plans and by the Parks Construction Inspector. Sawcuts shall be neat and clean and shall provide a smooth transition between new and existing features.
C. Portland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.
D. Fibermesh shall be 100% virgin homopolymer polypropylene multifilament fibers containing no reprocessed olefin materials, ASTM C1116, Type 4.1.3., specifically engineered and manufactured for use as a concrete reinforcement at the application rate of one lbs. per one cubic yard.
E. E xpansion & Score Joints shall conform to Section 24 -6 of the Standard Specifications with the exception of the following. Expansion joints and score joints shall be located w here indicated on the plans and edged to a three-eighths inch (3/8") radius
F. Fi nish shall conform to Section 24 -7 of the Standard Specifications with the following exception:
the concrete shall be broomed perpendicular to the sidewalk edge with a medium finish.
G. T est Panel shall be poured prior to placement of concrete flatwork. The contractor shall construct a test panel of 3' X 3' X 3- 1/2" thick minimum dimensions. The Contractor shall notify the Landscape Architect and Inspector forty-eight (48) hours prior to test pour. If the test is found to be unsatisfactory by the City, additional test panels shall be constructed and finished until the correct finish is achieved. Workmen and equipment used in the construction of the test panel shall
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 20 of 41 be the same as those used throughout the installation of concrete.
H. R einforcement shall be intermediate grade and deformed in conformance with “deformed billet - steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.
I. S ubgrade shall confor m to Se ctions 19 and 14- 7 of the Standard Specifications and to the “Subgrade Preparation”.
J. D owel Reinforcement shall be done where new paving meets existing paving as shown on the plans. This item shall conform to Standard Specifications Sections 24-11, 10-23 and 21.
Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Concrete Flatwork as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 10. As phaltic Concrete Pavement
This item shall consist of furnishing and installing three inches (3”) of asphaltic concrete as shown on plans in conformance with Section 10, 22 and 23 of the Standard Specifications and these Special Provisions and Section 39 of the State Standard Specifications.
A. A
sphalt Concrete shall be Type B (medium) and shall conform to Section 22 of the Standard Specifications and Section 39 of the State Standard Specifications.
B. T ack Coat shall be applied and shall be conform to Section 22-7 of the Standard Specifications.
C. A
sphalt Binder shall be PG64-10 or PR64-16 and shall conform to Section 39 of the State Standard Specifications.
D. F
lood Test: The asphalt pavement should be flooded to check for surface drainage, low areas, high areas greater than 1/8” tolerance. Out o f tolerance areas should be repaired, filled to grade or re-installed.
E. A
sphalt Sealcoat shall be an application of Asphalt Emulsion and shall comply with Section 23 -3, 23-6 and 23-7 of the City Standard Specifications. Asphalt Seatcoat may be Raynguard “Steelguard” asphalt pavement sealer or approved equal.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in pro viding and completing the Asphaltic Concrete as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 11. As phalt Slurry Seal and Crack Sealant
This item shall consist of furnishing and installing of Asphalt Slurry Seal and Crack Sealant, as shown on plans in conformance with Section 10, 22 and 23 of the Standard Specifications and these Special Provisions and Section 39 of the State Standard Specifications.
A. A
sphalt Slurry Seal shall be Type 2 Slurry Seal per the State of California Department of
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 21 of 41 Transportation Standard Specifications Section 37.
B. C rack Sealant shall be per the State of California Department of Transportation Standard Specifications Section 37-5.
Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved in providing and completing the Asphalt Slurry Seal and Crack Sealant as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 12. 9” Concrete Mowband
This item shall consist of constructing a 9" Concrete Mowband as shown on the plans in conformance with Section 10, 19, and 24 of the Standard Specifications and these Special Provisions.
A. Po
rtland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.
B. R einforcement shall be intermediate grade and deformed in conformance with “deformed billet - steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.
C. S
ubgrade shall conform to Section 19 of the Standard Specifications, with the following exception:
relative compaction shall be 85%.
D. Fi nish shall be broomed parallel to the mow strip edge with a medium broom finish. All exposed surfaces shall be finished to true lines and grades as shown on the plans.
E. E xpansion Joints and Score lines shall conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints shall be place at 20' O.C., and score lines at 10’ O.C.
Payment sh
all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 9" Concrete Mowband as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 13. Concrete Curb Type 3
This item shall consist of constructing 6” Concrete Curb as shown on the plans in conformance with Sections 10, 19, 24 and 38; detail T-11 of the Standard Specifications and these Special Provisions.
A. P
ortland Cement Concrete shall be Type II, Class “C”, conforming to Section 10 5 of the Standard Specifications.
B. R einforcement shall be per plans.
C. E xpansion Joints and Score lines shall conform to Section 24 6 of the Standard Specifications with the exception of the following. Expansion joints shall be place at 20' O.C., and score lines at 10’ O.C.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 22 of 41 Payment shall be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 6” Concrete Curb as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 14. Con crete Ramp
This item shall consist of constructing a Concrete Ramp as shown on the plans, in conformance with Sections 10, 19, 24 and 38, details T-50 thru T-79 of the Standard Specifications, and as amended by these Special Provisions.
A. Po rtland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.
B. F ibermesh shall be 100% virgin homopolymer polypropylene multifilament fibers containing no reprocessed olefin materials, ASTM C1116, Type 4.1.3., specifically engine ered and manufactured for use as a concrete reinforcement at the application rate of one lbs. per one cubic yard.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Concrete Ramp as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 15. Tr uncated Dome Warning Tiles
This item shall consist of furnishing and installing truncated dome warning tiles as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. All materials and installation shall be per these plans and specifications, or approved equal.
Payment sh all be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Truncated Dome Warning Tiles as shown on the plans, as specified in these Special Provisions and directed by Inspector.
Items No 16. Pa
rking Area Pavement Stripes and Markings
This item shall consist of accurately locating and painting Parking Area Pavement Stripes and Markings as shown on the Plans, in conformance Sections 32 and 38 of the Standard Specifications and these Special Provisions.
A. P aint for parking areas shall be white traffic line. All paint shall be 12 to 14 mils thick when wet.
B. Color of pavement markings shall be white. Accessible parking symbols shall have a blue fill.
C. Tolerance and Appearance shall conform to Section 32 -2 of the Standard Specifications with the following exception: that there shall be no more than one-half inch (1/2") deviation from tangent alignment or true arc.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing al l labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Parking
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 23 of 41 Area Pavement Stripes and Markings as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 17. C oncrete Wheel Stop
This item shall consist of furnishing and installing Concrete Wheel Stops as shown on the plans in conformance with these Special Provisions.
A. C
oncrete Wheel Stops shall be plastic parking curb, 6 feet long, 8 inches wide, 4 inches high, made of polyethylene, item #2GTG4 with Glue Down Kit and CRL Locktite Poxy Pack Two -Part Epoxy, item #81120 or approved equal. Wheel Stop color shall be as indicated on the plans.
D
istributed by: W. W. Grainger, Inc.
B. Su rface Mount Wheel Stops on existing asphaltic concrete paving in locations as shown on the plans using Glue Down Kit. Contractor shall not use bolts to mount Wheel Stops.
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Concrete Wheel Stop as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 18. Ac cessible Parking Signs and Curb Paint
This item shall consist of furnishing and installing Accessible Parking Signs and Curb Painting as shown on the Plans, in conformance with these Special Provisions and Standard Drawing T -190 and T -160 of the Standard Specifications.
A. Si gns shall be a R99 sign, as shown on Standard Drawing T -190, and shall comply with the Americans with Disabilities Act, Accessible parking space sign requirements. Sign lettering shall be printed on vinyl sheet not individual vinyl lettering. An antigraffiti laminate coating shall be installed over the vinyl sheet.
B. Po st shall be standard weight galvanized steel, Schedule 40, 2” diameter size pipe with pipe cap.
C. Fo
otings shall be Portland Cement Concrete Class “C”, conforming to Section 10-5 of the Standard Specifications and as shown on Standard Drawing T-190.
D. S
ign Location shall be as shown on the plans and details.
E. C
urb Painting shall consist of the contractor painting one coat of concrete primer and two coats of blue paint for a 20’ section of front and side vertical curbing as shown on the Standard Drawing T- 160.
F. S tainless Steel Nuts & Bolts shall be vandal resistant bolts with the nuts tack welded on to reduce theft.
G. A ttachment shall be a galvanized steel flange bolted to the pavement, manufactured and rated for the specified sign post, installation location, and pavement type. Install per manufacturers recommendations.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 24 of 41 Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Accessible Parking Signs and Curb Painting as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 19. St abilized Decomposed Granite Pavement
This item shall consist of furnishing and placing Stabilized Decomposed Granite Paving as shown on the plans in conformance with Sections 10, 19, 24 and 35 of the Standard Specifications as amended by these Special Provisions.
A. D ecomposed Granite: Decomposed granite, hereafter referred to as “DG”, shall be Gold Track Fines as available from Granite Construction Co., Felton Quarry, Felton, CA 95018, (831) 335- 3445 or approved equal. Material shall also conform to the following:
Sieve Size P ercent Passing
3/8” 100%
No. 4 85% - 95%
No. 8 75% - 95%
No. 30 35% - 55%
No. 200 10% - 20%
The yellow-brown color, inherent to Gold Track Fines type DG is a requirement for this material.
The Contractor shall obtain the approval of the Engineer in writing of the DG he proposes to use prior to delivery to the site.
Decomposed Granite shall be orange- brown in color with particles not to exce ed 4.75 mm in diameter, and installed at a finished compacted depth of three and one -half inches (3 -1/2”).
Decomposed granite shall be compacted to a minimum of 95%, except within 5’ of an existing tree trunk, where the compaction shall be 85%. The surface shall be smooth and even with no depressions or bumps and with a 1% minimum and 2% maximum cross slope.
Immediately prior to placing the decomposed granite mixture, the subgrade shall be moistened.
The mixture shall be deposited in such a manner as to minimize the necessity for spotting, picking up, or otherwise shifting the mixture. The mixture shall be leveled by raking and compacted by use of a light roller. The mixture shall not be screeded off or finished by floating. No steel tooling of edges shall be done.
B. C ement: Portland cement shall be DTSS Type II Modified added to the DG at the ratio of 5% by weight of dry DG.
C. M ixes : The quantity of water added to the mixture shall be adjusted to the absolute minimum required to permit uniform mixing. The materials shall be mixed in a drum -type mixer on the job or at a central mixing plant. The Contractor shall provide the Engineer sufficient notice of his intent to begin mixing so that the Engineer can provide inspection of the batching and mixing operation.
D. T ime Limits: Not more than 1 -1/2 hours shall elapse between the time water is added to the decomposed granite and cement and the time of completion of raking.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 25 of 41 E. Placement: DG mixture shall be deposited in such a manner as to minimize the necessity for spotting, picking up, or otherwise shifting the mixture. The mixture shall be leveled by raking and compacted by use of light roller. The mixture shall not be screeded off or finished by floating. No steel tooling of edges shall be done.
F. Fi nish: The finished surface shall be kept moist for five days. Broom with a steel- bristle broom within 24 hours after placement to remove cement mortar film on the exposed surface and to fill cracks with decomposed granite. Broom the surface daily for four (4) additional days, filling cracks each time. The finished surface of the paving shall firm, stable and smooth and even, with a consistent grade, with no high or low points. The paving shall be flush with adjacent concrete containment edge.
G. S
ample: Prior to placement of decomposed granite the Contractor shall submit to the Project Landscape Architect a representative sample of decomposed granite for use on this project for approval. No decomposed granite shall be placed prior to receiving the Landscape Arch itect's approval.
H. S ubgrade shall conform to Section 14 -7 of the Standard Specifications, with the following exception: relative compaction shall be 90%.
I. We ed Control shall conform to Section 35 -6 and 35- 8 of the Standard Specifications, and shall include granulated pre-emergent herbicide under the decomposed granite paving.
J. L andscape Weed Fabric shall be DeWitt Weed Barrier Landscape Fabric, 3.5 ounce, 12 yr, Color Brown, UV treated, spunbonded fabric or approved equal. Contact DeWitt Company 1 -800-888- 9669, or dewittcompany.com.
K. M etal Anchor Pins shall be by Dewitt or approved equal. Contact DeWitt Company 1-800-888-9669, or dewittcompany.com.
L. T
est Sample: Provide a 10’ by specified width as a test sample, to be approved prior to installation.
The Contractor shall notify the Landscape Architect and Landscape Architect forty-eight (48) hours prior to test sample. If the test is found to be unsatisfactory by the City, additional test samples shall be constructed and finished until the correct fin ish is achieved. Workmen and equipment used in the construction of the test sample shall be the same as those used throughout the installation of stabilized decomposed granite paving.
M. In stallation: Evenly spread prepared crushed granite fines/binder material according to plans in two inch (2”) lifts on prepared sub -grade. Grade and smooth decomposed granite material, thoroughly water entire area to a uniformly moisture. Roll each lift with a 2000 to 4000 lbs. static drum roller to form a uniform, smoot h surface. Compact each lift to 95%. Do not use vibratory plate compactor or vibration function on roller as vibration separates large aggregate particles.
Upon completion of the final lift, fill any depressions, holes or divots and reroll using the abo ve process.
Allow sufficient curing period of +/- 48 hours prior to use. Take all precautions to protect completed work from traffic until completely dry. Rake off any crusted cement on top of surface and repair or replace all damaged areas due to tire ruts, erosions, compaction failure, etc. until the project is accepted.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 26 of 41 Payment shall be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Stabilized Decomposed Granite Paving as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 20. 6” P lay Area Curb
This item shall consist of constructing the 6” Play Area Curb as shown on the plans in conformance with Sections 10, 19, and 24 of the Standard Specifications and these Special Provisions.
A. Po rtland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.
B. R einforcement shall be intermediate grade and deformed in conformance with “deformed billet - steel bars for concrete reinforcement” (ASTM Designation A615) and with Section 21 of the Standard Specifications. Rebar shall be as shown on the plans.
C. Ex pansion Joints and Score Lines shall conform to Section 24-6 of the Standard Specifications with the exception of the following. Expansion joints and score lines shall be placed to align with expansion joints and score lines in adjacent concrete flatwork.
D. C urb shall be poured monolithically with adjacent concrete flatwork with no score joint.
E. F ibermesh shall be 100% virgin homopolymer polypropylene multifilament fibers containing no reprocessed olefin materials, ASTM C1116, Type 4.1.3., specifically engineered and manufactured for use as a concrete reinforcement at the application rate of one lbs. per one cubic yard.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 6” Play Area Curb as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 21. Pl ay Area Access Ramp
This item shall consist of constructing a Play Area Access Ramp as shown on the plans, in conformance with Sections 10, 19, 24, and 38 of the Standard Specifications and as amended by these Special Provisions.
A. Po rtland Cement Concrete shall be Type II, Class “C”, conforming to Section 10-5 of the Standard Specifications.
B. Fibermesh sh all be 100% virgin homopolymer polypropylene multifilament fibers containing no reprocessed olefin materials, ASTM C1116, Type 4.1.3., specifically engineered and manufactured for use as a concrete reinforcement at the application rate of one lbs. per one cubic yard.
C. Grooves shall be as shown in Section 38, detail T-60 of the Standard Specifications.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Play Area
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 27 of 41 Access Ramp as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 22. P lay Equipment
This item shall consist of furnishing and installing the new Play Equipment as sh own on the plans in conformance with Section 10 of the Standard Specifications, these Special Provisions and the manufacturer’s specifications.
A. Play Equipment and Independent Components per plans or approved equal and shall be provided by the City. The play equipment components shall be installed as shown on the plans and shall be composed of such material and constructed as specified by the manufacturer. All posts shall be steel. The contractor will be responsible for receiving and storing the play equipment until it is installed.
1. Manufacturer to provide repair kit with paint, details, specifications and all necessary tools.
Play Independent Components shall be by Playcraft as distributed by: Park Planet, Contact: Gary Kimbrough, 1-530-410-5436, [email protected]
B. Concrete Footings shall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Section 10 of the Standard Specifications.
C. M anufacturer’s Representative shall inspect the p lay equipment after the installation and provide the City with a letter that states the play equipment is installed in compliance with the manufacturer’s specifications and details.
D. C ompliance : Contractor shall assemble and install playground equipment in compliance with the written instructions of the manufacturer. The playground equipment shall either be:
1. Assembled and installed by or under the direct supervision of an individual who is authorized by the manufacturer to assemble and install the equipment.
AND
2. Prior to its first use, the playground equipment shall be inspected by a Certified Playground Safety Inspector who shall certify in writing that the equipment, insofar as it can be seen without disassembling it or digging into the surfacing, is in compliance with ASTM F-1487-98 and CPSC Handbook Publication number 325. A copy of the playground safety inspection and certificate of approval shall be provided to the City prior to the playground being opened to the community.
E. Lead Time: Contractor shall include non -working days to be assigned for the play structure acquisition time period. Unless permitted in writing from the Project Manager, the contractor shall, within (3) three working day’s following notification of award of contract the contractor shall submit a list of all equipment and materials to be installed per the manufacturer’s specifications.
Contractor shall submit to the project manager; a statement from the vendor supplying the play equipment containing a list of all components necessary for the structure installation. The statement shall also include a confirmation from the vendor that a list of required materials has been received and accepted from said vendor. The confirmed date of delivery shall also be indicated by the contractor on the statement.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 28 of 41 Payment shall be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in Play Equipment as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 23. Rub ber Mat Under Swings
This item shall consist of furnishing and installing Rubber Mat Under Swings as shown on the plans and in conformance with these Special Provisions and as specified by the manufacturer.
A. R ubber Mat shall be a Woodcarpet Mat by Zeager Bros. Inc. or approved equal, installed per manufacture specifications, and shall be 3/4 thick, size as shown on the plan, or approved equal, and made of 60% recycled high grade PVC and 40% virgin PVC.
S
upplier may be contacted at:
All About Play, or Z eager Bros. Inc.
(916) 923-2180 1(717) 944-7481
B. A nchoring shall be done with the use of 3/8 inch airline cable or stainless steel cable connected to ½” diameter x 36 inch recessed steel anchor stakes at anchor points. Mat edges slope below wood fiber material to eliminate tripping hazards. Cable to be supplied by the Contractor. Anchor stakes shall be ordered along with rubber mat.
Payment sh
all be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Rubber Mat Under Swings to Install as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 24. Sw
ings
This item shall consist of furnishing and installing Swings as shown on the plans in conformance with these Special Provisions.
A. Swings shall be per plans, or approved equal and shall be provided by the City. The play equipment components shall be installed as shown on the plans and shall be composed of such material and constructed as specified by the manufacturer. All posts shall be steel. The contractor will be responsible for receiving and storing the swings until it is installed. Colors shall be as shown on the plans.
B. C oncrete Footing shall be Portland Cement Concrete Class "C" or "D" as specified in Section 10 -5 and installed in conformance with Section 20 of the Standard Specifications and the manufacturer's specifications.
C. M anufacturer’s Representative shall inspect the play equipment after the installation and provide the City with a letter that states the play equipment is installed in compliance with the manufacturer’s specifications and details.
D. Compliance: Contractor shall assemble and install playground equipment in compliance with the written instructions of the manufacturer. The playground equipment shall either be:
1. Assembled and installed by or under the direct supervision of an individual who is authorized by the manufacturer to assemble and install the equipment.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 29 of 41 AND
2. Prior to its first use, the playground equipment shall be inspected by a Certified Playground Safety Inspector who shall certify in writing that the equipme nt, insofar as it can be seen without disassembling it or digging into the surfacing, is in compliance with ASTM F-1487- 98 and CPSC Handbook Publication number 325.
Payment shall be made at the lump sum price bid and shall in c lude full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved to install Arch Swings as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 25. P layground Rules Sign
This item shall consist of proving materials and installing various playground rules sign as shown on the Plans in conformance with these Special Provisions and the City Standard Specifications and Standard Drawing No. T-270.
A. Si gns shall be provided by the City, for installation by the Contractor.
1. Playground Rules Sign
B. S
tainless Steel Nuts & Bolts shall be vandal resistant bolts with the nuts tack welded on to reduce theft.
Payment sh all be made at the lump sum price bid, and shall include full compe nsation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in Playground Rules Sign as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 26. Pl ayground Wood Fiber
This item shall consist of furnishing and installing Playground Wood Fiber to a compacted twelve inches (12”) minimum finished depth at time of final acceptance by the City and Geo-textile Fabric in the play area as shown on the plans in conformance with these Special Provisions and the manufacturer’s specifications.
A. E
xisting Playground Wood Fiber which consists of existing non -decomposed wood fiber removed from the existing playgrounds under Demolition of these special provisions shall be reinstalled on top of the new geo-textile fabric.
B. Wo od Fiber shall be Sun-Up Playground Fiber, or approved equal. Wood fiber shall be 100% virgin wood fiber comprised of new Incense Cedar. Wood fiber shall have blunt ends, and shall be void of mixed woods, recycled wood, nails, staples, bark, leaves, dirt, twigs or splinters. Wood Fiber shall be non-toxic with no chemicals or additives, and shall be wheelchair accessible. Wood fiber shall meet CPSC and ASTM Standards for Public Playgrounds.
Wood fiber shall meet the sieve requirements of ASTM C-136 which call for the following:
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 30 of 41 Sieve Size Percentage Passing by Weight
3/4” 100%
3/8” 60-90%
No. 4 Sieve 30-50%
No. 10 Sieve 10-20%
No. 60 Sieve 0- 5%
No. 200 Sieve 0- 1%
C. Pr oduct Certifications - The Wood Fiber system shall be certified as meeting the U.S. Consumer Product Safety Commission’s technical guidelines for playground surfacing as follows: When tested in accordance with suggested test method in Paragraph 1, 2, and 3, a surface should not impact a peak acceleration in excess of 200 g’s to an instrumented ANSI head form dropped on a surface from the maximum estimated fall height. Copies of the testing procedures of the Wood Fiber system and results performed by an independent testing source, which demonstrates compliance with the C.P.S.C. guidelines, shall be provided. The Contractor shall provide the City with a Certificate of Insurance for product liability with the limit of liability of not less than $2,000,000 for the wood fiber supplied. The Wood Fiber system shall have a minimum warranty of one (1) year from date of i nstallation against decay and biochemical degradation calling for replacement of defective materials during the guarantee period. Wood Fiber shall not be installed until after play equipment is installed.
D. S ubgrade for play area shall be free of segregated material and shall have a relative compaction of not less than 85%. Subgrade shall be finish graded and sloped to drain to the play area catch basin at a 1-% minimum slope.
E. We ed Control shall conform to Section 35-6 of the Standard Specifications.
F. G
eo -textile Fabric shall be placed on top of the prepared sub -grade as shown on the plans, so as not to allow any contact between the Wood Fiber and the sub -grade. Geo-textile Fabric shall be polyester. Fabric shall have a minimum thickness of 3/16”. Fabric shall be non -woven, and shall be permeable and not act as a wicking agent.
G. St
aples or Fasteners – Geo-textile fabric shall be held in place by the use of staples or fasteners along all corners and seams at approximately 10’ O.C. or closer as required to hold Geo -textile fabric in place.
H. In stallation of wood fiber shall be within forty -eight (48) hours after play equipment is installed.
Wood Fiber shall be placed on top of the Geo -textile Fabric as shown on the plans. The Wood Fiber shall be uniform, level and compacted. Contractor shall thoroughly sprinkle wood fiber after installation. Each two inch (2”) lift of wood fiber shall be wetted and rolled with a partially filled lawn roller in all directions for co mpaction. The Wood Fiber shall be compacted to a 12” finished depth at the edges of play area at the time of final acceptance by the City. The depth of wood fiber in the center of the play area will be greater.
Payment sh all be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing Playground Wood Fiber shown on the plans as specified in these Special Provisions and as directed by the Inspector.
Items No 27. Ci ty Building Permit Inspection Coordination
This item shall consist of scheduling and coordinating all necessary City Building Permit Inspections required for the project, including obtaining a final inspection and closing out the City Buil ding Permit for the work shown on the plans in conformance with these Special Provisions and City Building Permit.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 31 of 41
A. C ity Building Permit - The Landscape Architect will apply for a City Building Permit for the project.
All the engineered drawings, calculations, permit fees and Special Inspections will be paid for the project by the City.
B. C ontractor’s Responsibility - The Contractor shall be responsible for the project Building Permit during the project, and return the approved permit t o the Landscape Architect upon completion, and including the follows:
B
uilding Inspection Updates – Contractor shall provide the Landscape Architect and Construction Inspector with monthly updates on the progress of all building inspections and invite the Construction Inspector to attend Building Permit inspections.
C. C onstruction and Demolition Debris Ordinance (projects over $250,000) – Contractor shall keep a Waste Log of all materials hauled away from the project, including weight tickets of disposal and recycled materials. Waste Log shall be submitted at the end of the project, within 30 days after permit has been finaled. Refer to the C&D Debris Ordinance Overview provided as an attachment to Special Provision for this project.
D. Building Permit Inspections – Contractor shall be responsible for scheduling all necessary Building inspections and shall not cover over work until the work has been inspected and approved.
C
ontractor shall schedule all the required City Building Inspections by phone or online as indicated on the City Building Permit Envelope. The required inspection disciplines for this project are as follows:
1. Building
2. Structural
3. Fire
4. Life Safety
C
ontractor shall not cover or conceal any Building, Electrical, Plumbing or Mechanical work without City Building Inspectors signature on the Building Permit.
If the Contractor fails to allow for the required building inspections and special inspections of the work, the Contractor shall be liable for the costs to remove and reconst ruct work to allow for the required inspections and for issuance of the final building inspection approval.
E. S pecial Inspections and Material Testing – The Contractor shall inform the Construction Inspector, who will schedule all required special inspections and material testing. Refer to the Schedule of Special Inspection in the Building Permit for the project.
U
pon completion of the Special Inspections and testing work, the Special Inspection firm shall provide a final special inspection test report signed and stamped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.
F. F
inal Inspection/Closeout of Building Permit – Contractor shall be responsible for a final inspection/closing out of the building permit. The Contractor will need the following documents at the final building inspection for final approval and to close out of the City Building permit:
1. C &D Debris Waste Log shall be submitted at the end of the project, within 30 days after permit has been finaled.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 32 of 41
2. F inal Special Inspection Report signed and stamped by the responsible professional engineer. This report will be needed for the Building Inspector at the final inspection, in order for final approval.
Payment shall be made at the lump sum price as a Final Pay Item Only, and shall include full c ompensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work involved in City Building Permit Inspection Coordination as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 28. S
hade Canopy
This item shall consist of furnishing and installing a Shade Canopy as shown on the plans in conformance with these Special Provisions and the manufacturer’s specifications.
A. Shade Canopy shall be per plans, or approved equal and shall be provided by the City . Structure shall be a steel frame structure with a polyester fabric canopy, per plans or approved equal.
T
he contractor will be responsible for receiving and unloading the equipment and storing the equipment at the park site in a temporary fenced area until it is installed.
B. C oncrete Footings shall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Paragraph 10-5 of the Standard Specifications.
C. R oof Dimensions : shall be per plans.
D. A ll Beams shall be structural steel tube sized according to the manufacturer’s structural engineering plans. Colors shall be per plans.
E. St eel Columns shall be structural steel tube sized according to the manufacturer’s structural engineering plans. Color shall be per plans.
F. Fa bric shall be a durable synthetic fabric designed for use in tension shade products. Fabric shall provide a minimum of 95% UV protection. Colors shall be per plans .
G. A ll Fasteners shall be as supplied and specified by the manufacturer and hidden at all connections.
H. All structural members shall be powdercoated. Colors shall be per plans.
I. C olumn locations shall be staked on site prior to ordering in order to verify that column locations will not interfere with the play equipment fall zones. The Contractor shall provide documentation from a NPSI inspector that the proposed column locations will not interfere with the fall zones. In the event that the dimensions shown on the plan result in an interference with the fall zone, the
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 33 of 41 Contractor shall bring this to the attention of the Landscape Architect and Inspector. Upon completion of the installation, the NPSI inspector shall provide documentation stating that the shade canopy does not interfere with the play equipment fall zones.
J. D amaged Concrete - In the event that the concrete curbing or flatwork is damaged during the installation of the canopy, the contractor shall replace the concrete to its original condition at no additional expense to the City.
K. B uilding Permit : The City’s, Department of Youth, Parks an d Community Enrichment obtained a Building Permit from Development Services for the Shade canopies. All the engineered drawing & calculations and permit fees have been paid for on this structure by the City. The contractor will be responsible for coordinating all building inspections with the City Building Dept. and providing a final signoff by the City Building inspector to the project manager before final acceptance.
S
hould the contractor elect to propose a substitution, it is his or her responsibility to submit new structural drawings and calculations to the Building Department for approval at no additional cost to the City. No contract time extension will be given to accommodate a substitution.
L. S hade Canopy Inspection: The Contractor shall provide documentation from a representative of the manufacturer that the shade canopy has been installed per manufacturer’s specifications. The Contractor is responsible for any modifications to comply with manufacture’s specifications. Upon completion of the installation, manufacturer’s representative shall provide documentation stating that the shade canopy is installed per manufacturer’s specifications. Documentation shall be provided to the project manager prior to final acceptance.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Tot Lot Shade Canopy as shown on the plans, as specified in the se Special Provisions and as directed by the Inspector.
Items No 29. 6’ B ench
This item shall consist of furnishing and installing 6’ Bench as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. B ench shall be per Plans or approved equal and installed per manufacturer specifications.
B. A nchors Bolts shall be installed as specified by the manufacturer and shall be provided by the Contractor.
C. ALL Bolts shall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation.
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing 6’ Bench as shown on plans, as specified in these Special Provisions and as directed the Inspector.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 34 of 41 Items No 30. Archery Range Rules Sign
This item shall consist of furnishing and installing Archery Range Rules Sign as shown on the plans and in conformance with the Special Provisions and the manufacturer’s specifications.
A. Si gn shall be provided by the City, for installation by the contractor.
B. In stallation- Prepare surface and set with applicable requirements o f manufacturer’s recommendations.
C. S
tainless Steel Nuts & Bolts shall be vandal resistant bolts with the nuts tack welded on to reduce theft.
Payment sh all be at the lump sum price bid, and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the Archery Range Rules Sign as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 31. Con crete Park Sign
This item shall consist of furnishing and installing a Concrete Park Sign with Concrete Base and aggregate foundation as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. C oncrete Sign and Base shall be made of concrete mix, to include 8.5 sacks of Portland Cement per yard with a maximum rock size of ¾".
B. T
he coloring agent selected by the City of Sacramento shall be pure mineral oxides and shall be mixed integrally with the cement. The contra ctor shall request Outdoor Creations to use the City standard tan concrete color for the park sign.
C. The concrete sign and base must attain a minimum compressive strength of 7,000 PSI.
D. The concrete shall be reinforced at a minimum #4 Rebar. The rebar sha ll be at a minimum 18" grid pattern throughout the interior of the sign. The concrete footing shall have a minimum of two rows of #4 rebar running parallel to the face of the footing. All formed surfaces and edges are fully rounded and smooth finished.
E. C oncrete graffiti sealer shall be a non -sacrificial sealer and shall be UV stable, peel, water proof and flake resistant. The graffiti- resistant sealer finish must be applied to all exposed surfaces by the sign vendor a minimum of 5 days before delivery . The sign needs to have a minimum of two (2) coats of the graffiti sealer applied to the sign and sign base. The sealer is manufactured by Coval Molecular Coatings or approved equal.
F. C
oncrete signs must be made of one solid piece of concrete. The concrete base must also be one solid piece of concrete.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 35 of 41 H. The sign lettering size will vary depending on how many words are on the park sign. All lettering shall be recessed from the surface of the concrete sign, at minimum of half inch. Edges on the sign letters shall not be round. The lettering for the park name shall be the largest print, all upper case, painted hunter green, and the style shall be Goudy Bold. The "City of Sacramento" lettering shall be smaller than the park name, be upper and lower case text, painted hunter green, and the style shall be Goudy Bold. The "Department of Youth, Parks & Community Enrichment" lettering shall be smaller print than the "City of Sacramento," be upper and lower case text, painted hunter green, and the style shall be Goudy Medium. Contractor shall submit a mockup of the sign and receive written approval for the City representative prior to ordering the concrete sign and concrete base.
G. The sign vendor will provide to the contractor two (2), 60" in length by 2" diameter galvanized steel pipes, schedule 40. The pipes will be installed vertically into the base, through the footing, and into the sign. Sign manufacture shall supply detail. The signs and footing shall be epoxies to one another as well as having the footing epoxies to the concrete base.
H. The Contractor shall have the means to transport the concrete sign and footing to the park site.
The sign and footing will be placed on top of a aggregate base footing, provided by the contractor.
The City of Sacramento is not responsible for any damage to the sign during the transportation or installation of the sign and base. The City of Sacramento will only be responsibility for the sign & base after the final acceptance walkthrough.
I. Fo
undation shall be as shown on the plans. Aggregate Base shall conform to Section 10-7 and 17- 1 of the Standard Specifications and have a relative compaction of 90%.
J. C oncrete Footing shall be Portland Cement Concrete Type II Class “D”, as specified in Section 10 and installed in conformance with Section 20 of the Standard Specifications and the manufacturer's specifications. Concrete Color shall be integral mix shall consist of "Sequoia Sand" (Tan) when using Davis colors or “Sandrift” when using Admixtures colors.
K. V
endor Information : The sign shall be by Outdoor Creations Inc., o r approved equal. Outdoor Creations Inc. Representative Contact, Chad Smith: Phone (530) 337 -6774, Fax (530) 337- 6675.
Allow 90 days from the time of order.
L. A cceptance of Sign - The City of Sacramento is not responsible for any damage to the park sign during the transportation or installation of the sign and base. The City of Sacramento will only be responsibility for the sign & base after the final acceptance walkthrough. The contractor may wrap the park sign with black plastic until final acceptance by the City.
Payment shall be made at the lump sum price bid, and shall include full compensation for furnishing all la
bor, materials, tools, equipment and incidentals and for doing all work involved in completing Concrete Park Sign as shown on plans, as specified in these Special Provisions and as directed by the Park Construction Inspector, Special Provisions and as directed the Inspector.
Items No 32. 9 ” Concrete Sports Court Curb
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 36 of 41 This item shall consist of constructing 9” Concrete Sports Court Curb as shown on the plans in conformance with Sections 10, 19, 24 and 38; detail T-11 of the Standard Specifications and these Special Provisions.
A. P ortland Cement Concrete shall be Type II, Class “C”, conforming to Section 10 5 of the Standard Specifications.
B. R einforcement shall be per plans.
C. E xpansion Joints and Score lines shall conform to Section 24 6 of the Standard Specifications with the exception of the following. Expansion joints shall be place at 20' O.C., and score lines at 10’ O.C.
Payment sh all be at the lump sum price bid and shall include full compensation for furnishing all labor, material, tools, equipment and incidentals and for doing all work involved in completing the 9” Concrete Sports Court Curb as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 33. Ba sketball Court Paving & Striping
This item shall consist of furnishing and installing Basketball Court Paving & Striping as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. A sphalt Concrete shall be Type B, per the Standard Specifications.
B. T ack Coat shall be applied and shall be conform to Section 22-7 of the Standard Specifications.
C. A sphalt Binder shall be PG64-10 or PR64-16 and shall conform to Section 39 of the State Standard Specifications.
D. F lood Test: The asphalt pavement should be flooded to check for surface drainage, low areas, high areas greater than 1/8” tolerance. Out of tolerance areas should be repaired, filled to grade or re-installed.
E. L ine Paint shall be Fast Dry, Low VOC, solvent base white paint. Paint shall be applied at a thickness of 12 to 14 mil.
A. T
olerance and Appearance shall conform to Section 32 -2 of the Standard Specifications with the following exception: that there shall be no more than one-half inch (1/2") deviation from tangent alignment or true arc.
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Basketball Court Paving & Striping as shown on plans, as specified in these Special Provisions and as directed the Inspector.
Items No 34. Ba
sketball Post, Backboard, Goal and Net
This item shall consist of furnishing and installing one pair of Basketball Posts, Backboards, Goals and Nets as shown on the plans in conformance with these Special Provisions and the manufacturer’s specifications.
A. B asketball Posts shall be by True Bounce or approved equal. Backboard Poles are 5” x 5” x 3/16” square steel poles with a four foot (4’-0”) extension model #PA554. Backboard shall be clear 42’
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 37 of 41 72” x ½” model SL7042 with 72” backboard pad model #BP072. Goals are heavy duty breakaway goals model #RB1000. Nets are nylon, model #BN141. Post shall be powder-coated, and the color shall be Black. Install according to manufacturer’s specifications.
Distributed by: Jim Bruno with Playgrounds by Design at (925) 426 -6705, fax (925) 426- 6735, email [email protected]
B. C oncrete Footing shall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Paragraph 10 of the Standard Specifications.
P
ayment shall be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Basketball Posts and Backboards as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 35. I rrigation System Modification
This item shall consist of modifying the existing an Automatic Irrigation System as shown on the drawings in conformance with the applicable paragraphs of Sections 10 and 36 of the Standard Specifications and these Special Provisions.
C. P lastic Irrigation Pipe Fittings shall conform to Section 10 -46 of the Standard Specifications with the following addition: All fittings downstream of the irrigation valve shall be schedule 80 PVC.
D. L ateral Line Pipe or pipe on the discharge side of the irrigation control valve shall be Class 200 solvent weld PVC pipe and shall conform to Section 10 -44 of the Standard Specifications, except as previously amended.
E. T rench Backfill shall be installed at no more than 6” lift and each lift shall be compacted to 85% relative density.
F. P VC Primers and Solvent welded - PVC pipes will require the following primer and solvent glue applications. Primer shall consist of Weld- On P-70 Industrial Grade Primer and the PVC Solvent Cement shall be Weld-On 711 Heavy Bodied Cement, or approved equal. The primer and solvent cement shall be installed per manufacturer specifications.
G. Sh rub Bubblers shall be installed at the locations shown on the plans and details. Bubblers shall be the type and model as shown on the plans.
H. Ir rigation Sleeves – Shall conform to the Standard Specifications 36-8. The minimum diameter of the sleeve shall be at least two times the diameter of the conduit going through t he sleeve. The sleeve shall extend a minimum of 1’ beyond the edge of the paving.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Automatic Irrigation System as shown on the plans, as specified in Section 36 -25 of the Standard Specifications, in these Special Provisions and as directed by Inspector.
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 38 of 41 Items No 36. Lawn Sodding
This item shall consist of preparing and planting Lawn Sodding in conformance with Sections 10 and 35 of the Standard Specifications and as amended by these Special Provisions.
A. Pr eparing of Planting Areas , Section 35 -5 of the Standard Specifications shall be amended as follows: Soil shall be cultivated until the condition of the soil is loose and fine -textured to a depth of four inc hes (4"). Finish grade of all planting areas shall be reviewed and approved by the Landscape Architect before proceeding with planting.
S
oil in lawn areas adjacent to curbs or paved areas shall be graded so that after settlement, the soil will be one half inches (1/2") below the top of curb or paving.
B. Weed Control shall conform to Section 35-6 of the Standard Specifications.
C. S oil Preparation Materials shall conform to Section 10 -39, 10 -40, 10 -41, 35- 8 of the Standard Specifications.
1. Soil Conditioner/Fertilizer shall be Tri- C 6 -2-4 w/ 5% Sulfur, or approved equal. Soil conditioner shall contain 6 -2-4 (NPK ratio) and 20% humic acids, and shall be applied at the rate of 70 lbs. per 1,000 square feet. Soil conditioner shall be cultivated int o the top six inches (6") of the soil and thoroughly watered in. Contractor shall provide proof of soil conditioner application to the Project Construction Inspector. For supplier call 1-800-927- 3311 or (909) 590-1790.
2. O rganic Amendment shall be nitrogen treated fir bark with the following properties:
Physical Properties: 95% - 100% passing, sieve size 6.35 mm (1/4” inch), 80% - 100% passing, sieve size 2.38 mm (No. 8, 8 mesh), and 0% - 30% passing, sieve size 500 micron (No. 35,32 mesh).
Chemical Properties: Nitrogen Content (dry weight basis) – 0.4-0.6% iron content – minimum 0.08% dilute acid soluble Fe on dry weight basis, soluble salts – maximum 3.5 milliohms / centimeter @ 25 degrees C. as determined by saturation extract method; ash – 0 – 6.0%
D. Amendment shall be uniformly distributed throughout all irrigated planted areas and incorporated to a homogenously blended depth of six inches. Application rate shall be 3 cubic yards per 1,000 square foot.
E. T
urf Sodding shall conform to Section 10-42, and applicable paragraphs of Section 35 -12 of the Standard Specifications and these Special Provisions.
1. T urf Sodding shall consist of 90% Dwarf Fescue mix, and 10% Dwarf Kentucky Bluegrass.
F. T urf Starter Fertilizer shall be applied at the rate of ten (10) lbs. per 1,000 square. Starter fertilizer shall conform to the requirements of the California Food and Agricultural Code A.
Payment sh all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in Lawn Sodding as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
Items No 37. Pla nt Establishment Period (14 Calendar Days)
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 39 of 41 This item shall consist of maintaining the landscape planted areas installed in this contract as shown on the plans in conformance with Sections 35-15 through 35-18 of the Standard Specifications and as amended by these Special Provisions.
A. S tart of Maintenance Period shall conform to Section 35 -15 of the Standard Specifications. As amended by the following: The start of the Maintenance period will not start until SUBSTANTIAL COMPLETION (refer to sections 1-45 and 8-4 of the 2007 City Standard Specifications) of the entire project has been determined by the City landscape architect.
B. W
atering shall conform to Section 35-13 of the Standard Specifications and these Special Provisions.
C. P lant Replacement shall conform to Sections 35 -14 of the Standard Specifications.
D. P lant Establishment period or Landscape Maintenance Period shall conform to Section 35-16 of the Standard Specifications and be amended as follows: The Landscape Maintenance Period shall be fourteen (14) calendar days and shall begin on the date of the Start of Maintenance Period.
Plant Establishment and Landscape Maintenance shall continue until final acceptance of the work.
E. L
awn Maintenance shall conform to Section 35 -16 of the Standard Specifications. When the lawn reaches three inches (3") in height, the Contractor shall mow it to a height of one and one -half inches (1-1/2"). The lawn shall be mowed thereafter on a weekly basis to a heig ht of one and one-half inches (1-1/2"). Lawn growing around trees, light poles, fences, and other obstacles shall be maintained at a height equal to that of the adjacent lawn areas, or may be chemically controlled with the approval of the Landscape Archit ect. Catching of lawn clippings shall not be required.
Following a minimum of three (3) mowings the Contractor shall be required to treat the lawn with a selective broadleaf and grass weed herbicide that will not harm the lawn. The Contractor shall conform to Section 35-6 of the Standard Specifications for application of herbicides.
1. L awn Fertilizer (2nd Application): One week prior to the final inspection the Contractor shall apply to all lawn areas a second application of fertilizer with a 16 -6-8, N-P-K analysis, at six (6) pounds per 1,000 square feet.
F. P re -Final Inspection shall conform to Section 35-17 of the Standard Specifications and be amended as follows: Seven (7) weeks prior to the end of Maintenance Period, the Inspector and the Landscape Architect shall conduct a pre -final inspection. At the pre -final inspection or at anytime thereafter, should the Inspector determine that the project meets the requirements of the final acceptance of the work, he may issue final acceptance of the project to the Contractor.
G. F
inal Inspection shall conform to Section 35-18 of the Standard Specifications. At the time of final acceptance of the work, any square yard of the planted areas shall be ninety percent (90%) weed free and in a neatly mowed condition, as determined by the Inspector.
Payment sh
all be made at the lump sum price bid and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing the Landscape Establishment (14 Calendar Days) as shown on the plans, as specified in these Special Provisions and as directed by the Inspector.
III. ADDI
TIVE ALTERNATE BID ITEMS
Add Alternate Item No. 1 – A rchery Targets
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 40 of 41 This item shall consist of furnishing and installing Archery Target as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. A rchery Target shall be per Plans or approved equal and installed per manufacturer specifications.
Payment sh all be made at the lump sum price bid, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Archery Target as shown on plans, as specified in these Special Provisions and as directed the Inspector.
Add Alternate Item No. 2 – P icnic Table & ADA Picnic Table & BBQ Grill This item shall consist of furnishing and installing Picnic Table & ADA Picnic Table & BBQ Grill as shown on the plans in conformance with these Special Provisions and the manufacturer's specifications.
A. Existing Wood Picnic Tables shall be removed as shown on the plans. All resulting debris shall be removed and legally disposed of away from the project site. All holes in concrete flatwork resulting from removed items shall be filled with concrete to finished grade.
Refer to Item No. 5 – Demolition and Removal
B. P icnic Table shall be per Plans, or approved equal, and installed per manufacturer’s instructions.
C. A DA Picnic Table shall be per Plans, or approved equal, and installed per the manufacturer’s instructions.
E. BBQ Grill shall be per Plans, or approved equal, and installed per the manufacturer’s instructions.
F. C oncrete Footings shall be installed as specified by the manufacturer and shall be Type II Class “D” Portland Cement Concrete, conforming to Section 10 of the Standard Specifications.
G. A nchor Bolts shall be installed as specified by the manufacturer and shall be provided by the Contractor.
H. ALL Bolts shall be installed as specified by the manufacturer and shall be provided by the Contractor. All exposed bolts shall be cut to 3 exposed threads and all anchor bolts/ nuts shall be tack welded and all remaining exposed bolts/ nuts shall be tightened and secured with Loctite Adhesive, red 271 for a permanent installation
Payment sh all be made at the lump sum bid price, and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals and for doing all work involved in completing Picnic Table & ADA Picnic Table & BBQ Grill as shown on plans, as specified in these Special Provisions and as directed by the Inspector.
Add Alternate Item No. 3 – C oncrete Flatwork (Complete) Refer to Item No. 1 – Temporary Construction Fence
Refer to Item No. 3 - Erosion Control
Refer to Item No. 4 - Site Staking
Refer to Item No. 5 - Demolition and Removal
Refer to Item No. 7 – Aggregate Base
Refer to Item No. 8 – Concrete Flatwork
Special Provisions Specifications Section VI.A
Revised Dec 2020 –Control Number 06142014 Page 41 of 41
ATTACHMENT A
Structural Calculations-Tot Lot Shade Canopy
February 24, 2022
IHIP 35' X 35'
2019 CALIFORNIA BUILDING CODE
CALCULATIONS FOR:
PREPARED UNDER THE DIRECT CONTROL AND SUPERVISION OF:
THIS SEAL PERTAINS ONLY TO THE MATERIALS SUPPLIED BY POLIGON FABRIC.
THIS SEAL DOES NOT SERVE AS - OR REPRESENT - THE PROJECT ENGINEER OF RECORD AND SHALL NOT BE CONSTRUED AS SUCH.
Poligon Fabric #72117