PROJECT MANUAL - DGS (ca.gov)

STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

PROJECT MANUAL

INTRODUCTORY INFORMATION

BIDDING REQUIREMENTS

CONTRACTING REQUIREMENTS

SPECIFICATIONS

FOR:

SAN GORGONIO PASS PERIMETER FENCE

CALIFORNIA HIGHWAY PATROL

BEAUMONT, RIVERSIDE COUNTY, CALIFORNIA

Brad Tress, Project Director

West Sacramento, California

January 6, 2022 000000000005953

PROJECT TITLE PAGE

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DOCUMENT 00 01 01

PROJECT TITLE PAGE

Title : SAN GORGONIO PASS PERIMETER FENCE

Client Agency : CALIFORNIA HIGHWAY PATROL

Location : 195 HIGHLAND SPRINGS AVENUE

BEAUMONT, RIVERSIDE COUNTY,

CALIFORNIA

Project Number : 000000000005953

Project Director : Brad Tress

State of California

Department of General Services

Real Estate Services Division

Project Management and Development Branch

707 Third Street, 4

Floor

West Sacramento, California 95605

Telephone Number: (916) 217-6500

Email: [email protected]

CERTIFICATIONS PAGE

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DOCUMENT 00 01 05

CERTIFICATIONS PAGE

PROJECT TITLE : San Gorgonio Pass Perimeter Fence

CLIENT AGENCY : California Highway Patrol

LOCATION : Beaumont, Riverside County, California

PROJECT NUMBER : 000000000005953

OWNER : STATE OF CALIFORNIA

PROJECT DIRECTOR : Brad Tress

Department of General Services

Project Management and Development Branch

707 Third Street, 4

Floor

West Sacramento, California 95605

Telephone Number: (916) 375-4135

Email : [email protected]

ARCHITECT

CIVIL ENGINEER

STRUCTURAL ENGINEER

ELECTRICAL ENGINEER

MECHANICAL ENGINEER

LANDSCAPE ARCHITECT

CERTIFICATIONS PAGE

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PROJECT TITLE : San Gorgonio Pass Perimeter Fence

CLIENT AGENCY : California Highway Patrol

LOCATION : Beaumont, Riverside County, California

PROJECT NO. : 000000000005953

REGULATORY REVIEWS:

STATE FIRE MARSHAL

ACCESS COMPLIANCE

OSHPD

TABLE OF CONTENTS

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DOCUMENT 00 01 10

TABLE OF CONTENTS

NTRODUCTORY INFORMATION

Pages

Document 00 01 01 Project Title Page ..............................................................................1 only

00 01 05 Certifications Page .............................................................................1 through 2

00 01 10 Table of Contents ..............................................................................1 through 2

00 01 15 List of Drawings .................................................................................1 only

DDING REQUIREMENTS

ocument 00 11 00 Invitation to Bid ..................................................................................1 through 3

00 21 00 Instructions to Bidders .......................................................................1 through 8

Appendix 00 21 00.1, Request for Bidding Interpretation ...................1 only

00 22 00 Supplementary Instructions to Bidders ..............................................1 only

00 22 10 DVBE Participation Program Requirements ......................................1 through 3

00 41 00 Bid Form (Sample) .............................................................................1 through 9

00 43 13 Bidder’s Bond (Sample) .....................................................................1 only

00 43 16 Certified Small Business Subcontractor(s) Summary (Sample) ..........1 through 2

00 45 46 Payee Data Record............................................................................1 through 2

NTRACTING REQUIREMENTS

ocument 00 52 00 Agreement (Sample) ..........................................................................1 only

00 61 13 Performance Bond (Sample) ..............................................................1 only

00 61 14 Payment Bond (Sample) ....................................................................1 only

00 63 63 Construction Contract Change Order (Sample) ..................................1 only

00 72 00 General Conditions of the Contract for Construction ..........................1 through 31

00 73 00 Supplementary Conditions .................................................................1 through 12

PECIFICATIONS

IVISION 01 - GENERAL REQUIREMENTS

ection 01 11 00 Summary ...........................................................................................1 through 5

01 21 00 Allowances .......................................................................................1 through 2

01 31 00 Project Management and Coordination ..............................................1 through 2

01 31 25 Web Based Project Management System………………………………1 through 4

01 32 16 Progress Schedules and Reports ......................................................1 through 6

01 32 33 Construction Photographs..................................................................1 through 2

01 33 00 Submittal Procedures .........................................................................1 through 6

01 33 29.08 Buy Clean California Report……………………………………………. 1 through 2

01 35 16 Alteration Project Procedures ............................................................1 through 3

01 35 57 Essential Services Project Procedures...............................................1 through 3

01 41 00 Quality Requirements ........................................................................1 through 4

01 45 29 Testing Laboratory Services .............................................................1 through 3

01 51 00 Temporary Facilities and Controls ......................................................1 through 6

01 60 00 Product Requirements .......................................................................1 through 2

01 73 29 C

utting and Patching ..........................................................................1 through 2

01 74 19 Construction Waste Management ......................................................1 through 3

Appendix 01 74 19.1, Construction Waste Estimate...........................1 only

Appendix 01 74 19.2, Waste Management Report .............................1 through 2

TABLE OF CONTENTS

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01 74 20 Recycled Content Certification……………………………………………1 through 2

Appendix 01 74 20.1, Ex. Recycled Content Certification Worksheet 1 through 3

Appendix 01 74 20.2, Example SABRC Procurement Summary…… 1 through 2

01 74 23 Cleaning ............................................................................................1 through 2

01 77 00 Closeout Procedures .........................................................................1 through 5

Std. 817 01 77 00, Prime Contractor’s Certification

DVBE Subcontractor Report ..............................................................1 through 5

Appendix 01 77 00, A-1, Contractors Certification of DVBE/SB

Participation .......................................................................................1 only

Appendix 01 77 00, A-2, Contractor’s Certification of DVBE/SB

Participation, Preliminary & Final Report ............................................1 only

01 79 00 Demonstration and Training ...............................................................1 through 2

DIVISION 03 - CONCRETE

Section 03 20 00 Concrete Reinforcing .........................................................................1 through 4

03 30 00 Cast-In-Place Concrete ......................................................................1 through 11

DIVISION 04 - MASONRY

Section 04 22 00 Concrete Unit Masonry .........................................................................1 through 9

DIVISION 31 - EARTHWORK

Section 31 22 00 Groundwork for Structures .................................................................1 through 5

31 25 00 Storm Water Pollution Prevention Plan ..............................................1 through 4

31 25 10 Temporary Erosion and Sedimentation Control ..................................1 through 2

DIVISION 32 - EXTERIOR IMPROVEMENTS

Section 32 11 23 Aggregate Base .................................................................................1 through 2

32 12 14 Asphalt Paving ...................................................................................1 through 7

32 13 13 Concrete Paving ................................................................................1 through 12

32 13 15 Concrete Paving for Accessible Routes .............................................1 through 7

32 13 73 Concrete Paving Joint Sealants .........................................................1 through 5

32 17 13 Parking Bumpers ...............................................................................1 through 2

32 17 23 Signage and Pavement Markings ......................................................1 through 3

32 17 26 Tactile Warning Surfacing ..................................................................1 through 4

32 31 11 Slide Gate Operator and Gate ...........................................................1 through 6

32 71 13 Guard Posts .......................................................................................1 through 2

END OF DOCUMENT

LIST OF DRAWINGS

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DOCUMENT 00 01 15

LIST OF DRAWINGS

Sheet Number Description

GENERAL

G01 COVER SHEET

CIVIL

C011 EXISTING CONDITIONS AND CONSTRICTION

PHASING PLAN

C021 SITE DEMOLITION PLAN

C022 SITE PLAN

C025 ADA PARKING DEMOLITION PLANS

C026 ADA PARKING SITE IMPROVEMENT PLANS

C027 ACCESSIBLE PARKING GRADING PLANS

C501 CIVIL DETAILS ACCESSIBLE ROUTE 1

C502 CIVIL DETAILS ACCESSIBLE ROUTE 2

C503 CIVIL SITE DETAILS

C505 CIVIL DETAILS GATES

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S111 STRUCTURAL SITE PLAN

S311 STRUCTURAL WALL SECTIONS

S312 STRUCTURAL WALL SECTIONS

S313 STRUCTURAL WALL SECTIONS

S401 WALL ELEVATIONS

S531 CONCRETE TYPICAL DETAILS

S541 CMU TYPICAL DETAILS

END OF DOCUMENT

INVITATION FOR BIDS

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

DOCUMENT 00 11 00

INVITATION FOR BIDS

SEALED BIDS: DGS will receive sealed bids at 707 Third Street, West Sacramento, California 95605,

before 2:00 P.M., August 31, 2022. Bids received after this date/time will not be considered

received on time.

A public bid opening will be held on September 1, 2022 at 10:00 A.M. at 707 Third Street, 5

floor

reception area, West Sacramento, CA 95605. If bidders choose to attend the bid opening, to maintain

proper social distancing, the bid opening may be held in the atrium. At the public bid opening, all bids

received before 2:00 P.M., August 31, 2022 will be opened and recorded onto a Preliminary Bid

Tabulation. Bidders do not need to attend the bid opening as the Preliminary Bid Tabulation will be

made available immediately after the bid opening is completed and it will be emailed to all participating

prime contractors.

HAND DELIVERED BIDS: Shall be placed in the DGS/OBAS Bid/Proposal Drop Box located in the

lobby at 707 3

Street in West Sacramento. The Drop Box will be opened at 2:00 p.m. Tuesday

through Thursday and bids/proposals in the box will be certified as being received before 2:00 p.m.

that day.

If mailing bids, ensure the outside of the mailing reads:

ATTENTION: TARA MARCONI

SAN GORGONIO PERIMETER FENCE

CALIFORNIA HIGHWAY PATROL

BEAUMONT, RIVERSIDE COUNTY, CA

DO NOT OPEN

DEPARTMENT OF GENERAL SERVICES

OFFICE OF BUSINESS AND ACQUISTION SERVICES

707 3

STREET, MS 508, WEST SACRAMENTO, CA 95605

The bids shall include all Work pursuant to the Drawings and Project Manual, and Addenda as may be

issued prior to bid opening date.

Scope of Work: Major components of Project Work consist of demolition, excavation, concrete,

Phased CMU wall erection, Steel gate installation, Accessibility upgrades.

License: Contractors' State License Classification required to bid Project is B

Health and Safety Provisions:

Contractor and all subcontractors shall abide by all health and safety mandates issued by federal, state,

and local governments and/or public health officers as well as those issued by DGS, and worksite

specific mandates. If multiple mandates exist, the Contractor and subcontractors shall abide by the

most restrictive mandate. The term “employee”, “worker”, “state worker” or “state employee” in health

and safety mandates includes contractor and subcontractor personnel.

Costs associated with adhering to health and safety mandates are the responsibility of the

INVITATION FOR BIDS

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Contractor. Contractor is responsible for the tracking and compliance of health and safety mandates

and may be audited upon request.

Contractor will require staff, and subcontracted staff, providing onsite services at state facilities to show

proof of full COVID-19 vaccination to the Contractor's designee or be tested at least once per

week. Contractor shall communicate compliance to the Contract Administrator prior to initiating

services and as requested. Contractor will not provide proof or any other health information to DGS.

Full COVID-19 vaccination is defined pursuant to the Centers for Disease Control and Prevention

(CDC). Should CDC change their definition, any change would apply.

Availability of Funds: Award of this contract is subject to the availability of funds through the State’s

normal budget process and/or transfer of funds to the Department of General Services through the

Architecture Revolving Fund.

Pre-bid Site Inspection: Bids will only be accepted from those Contractors having attended the

MANDATORY pre-bid site inspection tour on August 17, 2022, at 10:00. A.M., at which time

representatives of the State and prospective bidders shall meet at California Highway Patrol, San

Gorgonio Pass Area Office, 195 Highland Springs Ave, Beaumont, Ca 92223. The State’s requirements

for Disabled Veteran Business Enterprise (DVBE) participation and other Contract requirements will be

presented. Prime Contractors are encouraged to have their Key Administrator and DVBE office

coordinator attend to receive this information and to have their questions answered. Attendance for

the entire inspection is required in order for bidders to be eligible to submit a bid.

Executive Order N-6-22: The Bidder must be advised of Executive Order N-6-22 Russia

Sanctions. On March 4, 2022, Governor Gavin Newsom issued Executive Order (EO) N-6-22

regarding Economic Sanctions against Russia and Russian entities and individuals. “Economic

Sanctions” refers to sanctions imposed by the U.S. government in response to Russia’s actions in

Ukraine, as well as any sanctions imposed under state law. By submitting a bid, Bidder represents that

it is not a target of Economic Sanctions. Should the State determine Bidder is a target of Economic

Sanctions or is conducting prohibited transactions with sanctioned individuals or entities, that shall be

grounds for rejection of the Bidder’s bid any time prior to contract execution, or, if determined after

contract execution, shall be grounds for termination by the State.

Drawings and Project Manual: Bid forms, plans, specifications, and addenda will be available for

download at http://www.caleprocure.ca.gov/

. Click on “Start Search”. In the Event name field, enter the

project number and click search. While viewing the Event Details, click on “View Event Package” to

view bid forms.

It is recommended that all vendors register as a bidder through the Cal eProcure website

at https://www.caleprocure.ca.gov/pages/bidder-vendor.aspx

. This will allow for automatic notifications

if there is any modification to the Event such as the posting of an addendum or additional

documentation.

Drawings and Project Manual may also be viewed through Builders' Exchanges.

Bid: Submit on Lump Sum basis with Allowances as set forth in Bid Forms.

DVBE: Participation in Disabled Veterans Business Enterprises (DVBE) program may be required for

this project. Refer to Project Manual Document 00 21 00, Project Manual Document 00 22 10 and Bid

Forms for requirements. Bidders are advised to commence the required DVBE procedures immediately

upon receipt of drawings and project manual.

INVITATION FOR BIDS

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DVBE Bid Incentive: The DVBE Incentive program is being applied on this project. Refer to Project

Manual Document 00 21 00, Article 18.5.

Small Business Preference: Refer to Project Manual Document 00 21 00, Article 5.5

Non-Small Business Subcontractor Preference: Refer to Project Manual Document 00 21 00,

Article 5.6

Bonds: Successful bidder shall furnish payment and performance bonds, each in the amount of 100

percent of the Contract price.

Non-Discrimination Program (Gov. Code, Section 12990): Refer to Project Manual Document

00 72 00, General Conditions of the Contract for Construction.

Labor Code: Pursuant to Labor Code, Section 1774, the Contractor to whom the contract is awarded,

and any subcontractor under him, shall pay not less than the specified general prevailing rates of per

diem to all workers employed in the execution of the contract. Pursuant to Labor Code, Section 1770 et

seq., the Department of Industrial Relations (DIR) has ascertained general prevailing rate of per diem

wages in the locality in which the work is to be performed. Copies of the general prevailing rate of per

diem wages are available from the Department of Industrial Relations, Labor Statistics & Research

Division, P.O. Box 420603, San Francisco, CA 94142, (415) 703-4780; or general prevailing rate of per

diem may be accessed on the internet at Department of Industrial Relations website

for the February

2022 published general prevailing rate of per diem wages for this contract. Copies of the general

prevailing rate of per diem wages are on file at DGS’ principal office, which shall be made available to

any interested party on request. Note that when the general prevailing rate of per diem determination

shows an expiration date (noted by a double asterisk**), to expire during the term of the contract, the

Contractor must call or write the DIR to obtain the new rates and incorporate them in this contract for

submittal of bid. The Contractor is responsible to comply with the Labor Code Sections and general

prevailing rate of per diem determinations, including all the guidelines and the fine print in the general

prevailing rate of per diem determinations. Refer to Project Manual Document 00 72 00, General

Conditions of the Contract for Construction.

Labor Compliance Monitoring and Enforcement: This project is subject to monitoring and

enforcement by the Department of Industrial Relations (DIR), Compliance Monitoring Unit. All

Contractors and subcontractors, regardless of tier, shall be required to comply with the Monitoring and

Enforcement Program, including, but not limited to, contractor registration, submittal of electronic

certified payroll reports directly to the DIR as applicable and cooperation with on-site monitoring by DIR

personnel. Refer to Labor Code 1771.4 et seq. and the General Conditions of the Contract for

Construction, Document 00 72 00, Article 3.3.3 for more information.

END OF DOCUMENT

INSTRUCTIONS TO BIDDERS

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

REAL ESTATE SERVICES DIVISION

DOCUMENT 00 21 00

INSTRUCTIONS TO BIDDERS

Index

Article Page

1. General ................................................................................................................................. 1

2. Competence of Bidders .......................................................................................................... 1

3. Examination of Bid Documents and Site.................................................................................. 2

4. Discrepancies or Errors and Addenda ..................................................................................... 2

5. Bidding Documents ................................................................................................................ 3

6. Submission of Bids ................................................................................................................. 4

7. Withdrawal of Bids ................................................................................................................. 4

8. Public Opening of Bids ........................................................................................................... 5

9. Rejection of Irregular Bids ...................................................................................................... 5

10. Competitive Bidding .............................................................................................................. 5

11. Award of Contract ................................................................................................................. 5

12. Substitution of Alternative Materials, Articles, or Equipment .....................................................6

13. Return of Bidder’s Security ..................................................................................................... 6

14. Contract Bonds ..................................................................................................................... 6

15. Insurance .............................................................................................................................. 6

16. Execution of Contract ............................................................................................................ 7

17. Failure to Execute Contract .................................................................................................... 7

18. Participation in Disabled Veterans Business Enterprises (DVBE) Programs .......................... . 7

May 2018 Edition

INSTRUCTIONS TO BIDDERS

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DOCUMENT 00 21 00

INSTRUCTIONS TO BIDDERS

1. GENERAL

1.1 Bidder shall examine these instructions carefully and be responsive to conditions with which must

be complied with prior to bid.

1.2 Bidders shall be aware of the requirements of codes referenced in the Bidding Requirements and

in the Contract Documents. Bidders may access codes included in California law through

publications or through the Internet. The web site for California law is:

http://leginfo.legislature.ca.gov/faces/codes.xhtml.

2. COMPETENCE OF BIDDERS

2.1 License:

.1 Bidder may only bid on work for which Bidder is properly licensed by the Contractors’ State

License Board.

.2 Joint venture Bidders must possess a joint venture license. Each party to a joint venture shall

be properly licensed for the Work of this Project.

2.2 Prior Disqualification: Public Contract Code Section 10162 provides that a bid may be rejected on

the basis of a Bidder, any officer of such Bidder, or any employee of such Bidder who has a

proprietary interest in such Bidder, having been disqualified, removed or otherwise prevented from

bidding on, or completing a Federal, State or Local project because of a violation of a law or a

safety regulation.

If the answer to the questionnaire included in the Bid Form is “yes” the Department will review the

circumstances presented and if the Director deems acceptance of the bid is not in the best interest

of the State, bid may be rejected.

2.3 Employment of Undocumented Aliens: Pursuant to Section 6101 of the Public Contract Code, the

State may not award a public works contract to a bidder or contractor, nor shall a bidder or

contractor be eligible to bid for or receive a public works contract, who has, in the preceding five

years, been convicted of violating a state or federal law respecting the employment of

undocumented aliens.

2.4 Contractor Registration:

.1 Pursuant to Sections 1725.5 and 1771.1 of the Labor Code, all contractors and subcontractors

must be currently registered with the Department of Industrial Relations in order to qualify 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 performance of any contract for public work.

.2 Limited exceptions for Joint Venture Bidders and Projects with Federal Funds may apply

pursuant to Section 1771.1 of the Labor Code.

2.5 Ineligible Subcontractors: Pursuant to Section 1777.1 or 1777.7 of the Labor Code, a contractor is

prohibited from bidding on, being awarded or performing work on a public works project with a

subcontractor who is ineligible to perform work on the public works project. Refer to the General

Conditions of the Contract for Construction, Article 4.1.3.

INSTRUCTIONS TO BIDDERS

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3. EXAMINATION OF BID DOCUMENTS AND SITE

3.1 Bidder’s Responsibility:

.1 Bidder shall carefully examine the Work site, Drawings, and Specifications (contract

documents). This includes reference only documents that will not be part of the agreement, but

are provided in addition to documents that will be part of the agreement. See the Office of State

Publishing Plan Room https://www.ospplanroom.com/ (Details tab, Documents folder) for

reference only documents.

.2 By submitting a bid, Bidder acknowledges that the Bidder understands the character, quality

and quantity of surface, locations of utilities, subsurface materials, or obstacles to be

encountered; insofar as this information is reasonably ascertainable from inspection of the Work

site, Drawings, and Specifications.

.3 Bidder’s examination shall include all exploratory work done by the State, as well as information

presented in the Drawings, Specifications, and other documents as available.

3.2 Refer to Document 00 11 00, Invitation to Bid, for availability of bidding documents.

3.3 Failure by Bidder to acquaint itself with available information will not relieve Bidder from

responsibility for estimating properly the difficulty or cost of successfully performing the Work.

3.4 In connection with the foregoing, Bidder’s attention is invited to Paragraphs 3.1 and 9.1 of

Document 00 72 00, General Conditions of the Contract for Construction.

4. DISCREPANCIES, CONFLICTS, OMISSIONS, OR ERRORS

4.1 If discrepancies, conflicts, omissions or errors are found in the Drawings and the Project Manual

prior to the date of bid opening, Bidder shall request clarification from the State’s Representative

identified in the Project Manual. Bidder shall submit request on Request for Bidding Interpretation

Form, Appendix 00 21 00.1.

4.2 Clarifications will be given only in the form of Addenda to all Bidders.

4.3 If no Addenda are issued related to supposed discrepancy, conflict, omissions or errors in figuring

the Work, Bidders shall consider that discrepancies, conflicts, or omission between Drawings and

Specifications shall be governed by Paragraph 1.5 of Document 00 72 00, General Conditions of

the Contract for Construction.

4.4 Omission of an item in either the Specifications or Drawings does not create a discrepancy or

conflict.

5. BIDDING DOCUMENTS

5.1 Bid Form: All bids must be on the forms provided by the Department of General Services. Bid not

on the forms provided will be considered nonresponsive.

5.2 Completing the Bid Form:

.1 Bidder’s name should be the same as listed on Bidder’s license.

.2 Price(s) shall be in the manner required by the Bid Form.

.3 Bid Form shall be signed by Bidder or duly authorized representative.

INSTRUCTIONS TO BIDDERS

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1) If Bidder is an individual, name must be shown.

2) If Bidder is a partnership, name of the partnership must be shown and one or more partners

shall sign the Bid Form.

3) If Bidder is a corporation, name of the corporation must be shown, the state of incorporation

must be listed, the title of the signor must be shown, and the corporate seal must be used.

4) Bidder business and mailing address should be shown.

5.3 Required Listing of Proposed Subcontractors:

.1 Failure to list kind of Work, Name, or Location shall cause the bid to be rejected as non-

responsive.

.2 Bidders’ attention is directed to other provisions of the Subletting and Subcontracting Fair

Practices Act, beginning with Public Contract Code Section 4100, related to penalties for failure

to comply with the Act by using unauthorized subcontractors or by making unauthorized

substitutions. See General Conditions of the Contract for Construction, Paragraph 1.1, for

definition of subcontractor, and Article 4 for further reference to subcontractors.

.3 Bidder’s attention is directed to Labor Code Section 1771.1, relating to inadvertent errors in the

listing of subcontractors not currently registered with the Department of Industrial Relations.

5.4 Bidders Security:

.1 All bids shall be accompanied by the following forms of bidder’s security: Bidder’s Bond,

cashier’s check, certified check or cash. Bidder’s Bond shall be executed by an admitted surety

insurer, authorized to issue surety bonds in the State of California. Bond and checks shall be

made payable to the director of the Department of General Services. The security shall be in

an amount equal to at least 10 percent of the amount bid. A bid shall not be considered

responsive unless one of the forms of bidder’s security is enclosed with it.

.2 If Bidder’s security is a Bidder’s Bond, it must be executed on the form attached to the Bid

Form.

5.5 Small Business:

.1 A five percent (5%) small business preference will be granted to Bidders certified as “Small

Business” in accordance with Section 1896 et. Seq., Title 2, California Code of Regulations.

.2 If the Bidder is not already a Certified Small Business, applications for certification as “Small

Business” must be submitted to the Office of Small Business and DVBE Certification (OSDS),

707 3

Street, First Floor, Suite 1-400, West Sacramento, CA 95605;

https://www.dgs.ca.gov/PD/About/Page-Content/PD-Branch-Intro-Accordion-List/Office-of-

Small-Business-and-Disabled-Veteran-Business-Enterprise/Certification-Program. Firms can

apply for small business certification online at https://www.dgs.ca.gov/PD/Services/Page-

Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-

Disabled-Veteran-Business-Enterprise.

.3 Submit a copy of your OSDS certification letter with the Bid Form.

.4 Pursuant to Section 1896.14, in order to receive the small business preference, bidders must

have a completed application (including proof of annual receipts) on file with the OSDS. The

bidder must have requested a preference from OSDS and meet all applicable requirements

under the subchapter and the State Small Business Procurement and Contract Act, (including

INSTRUCTIONS TO BIDDERS

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but not limited to evidence to rebut presumptions) not later than five o’clock (5:00 p.m.) on the

date on which the subject bid is opened.

5.6 Non-Small Business:

.1 The application of the five percent (5%) small business bidding preference is now extended to

a bidder, whose business is not certified as a small business but commits to subcontracting at

least twenty-five percent (25%) of its net bid price to businesses that are California certified

small businesses and/or microbusinesses.

When applicable this preference will be granted when the non-small business:

• Has been determined to be a responsible bidder and submitted a timely responsive bid.

• Completes Document 00 43 16-2 list of California Certified Small Businesses that he/she

commits to subcontract with for a commercially useful function in the performance of the

project and submits this document no later than forty-eight (48) hours after the time of

receipt of bids. Ascertain that the Bidder’s Name and project Work Order number are noted.

If bidder fails to submit a properly completed Document 00 43 16-2 within 48 hours

after the time of receipt of bids, the claim for non-small business preference will be

denied.

Submit completed Document 00 43 16-2 to Department of General Services, Administration

Division, Office of Business and Acquisition Services, Contract Management Section,

707 3

Street, Suite 2-300, West Sacramento, CA 95605 or by fax to (916) 376-1778.

6. SUBMISSION OF BID FORMS

6.1 It is the sole responsibility of the Bidder to see that its bid is received in proper time. Bid received

after scheduled closing time for receipt of bids will be returned to Bidder unopened.

6.2 Bid Forms shall be submitted under sealed cover, plainly identified as a bid for the work of the

Project being bid upon and addressed as directed in the Invitation to Bid and the Bid Form. Failure

to do so may result in a premature opening of, or failure to open such bid. Bid Forms improperly

marked may be disregarded.

7. WITHDRAWAL OF BID FORMS

7.1 Bids may be withdrawn prior to the time fixed in the public notice for opening of bids, provided that

a request in writing, executed by Bidder or Bidder’s authorized representative, for withdrawal of

such bid is filed with the Administration Division, Office of Business and Acquisition Services,

Contract Management Section, or the Director of General Services at the location of the bid

opening. Oral, facsimile, electronic, telegraphic, or telephonic request to withdraw the Bid Form is

not acceptable. Withdrawal of a bid shall not prejudice the right of a Bidder to file a new bid.

7.2 This article does not authorize withdrawal of any bid after the time fixed in the Invitation to Bid for

opening of bids.

8. PUBLIC OPENING OF BIDS

Bids will be publicly opened and read at time and place indicated in Invitation to Bid. Bidders or

their authorized agents are invited to be present.

9. REJECTION OF IRREGULAR BIDS

INSTRUCTIONS TO BIDDERS

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9.1 Bids may be rejected if they show any alterations of form, additions not called for, conditional bids,

incomplete bids, erasures, or irregularities of any kind. If bid amount is changed after the amount

is originally inserted, the change must be initialed.

9.2 When Bid Form is signed by an agent, other than the officer or officers of a corporation authorized

to sign contracts on its behalf, or are signed by an agent other than a partner of a partnership, or

by an agent for an individual, a power of attorney must be on file with the Department of General

Services prior to opening bids or shall be submitted with the Bid Form; otherwise the bid will be

rejected as irregular and unauthorized.

10. COMPETITIVE BIDDING

10.1 If more than one Bid Form is offered by an individual, firm, partnership, corporation, association, or

any combination thereof, under the same or different names, all such Bid Forms may be rejected.

A party who has quoted prices on materials or work to a Bidder is not thereby disqualified from

quoting prices to other Bidders, or from submitting a bid directly for materials or work.

10.2 Bidders are put on notice that any collusive agreement fixing the prices to be bid so as to control

or affect awarding of the Contract is in violation of competitive bidding requirements of the State

Contract Act and may render void any Contract let under such circumstances.

11. AWARD OF CONTRACT

11.1 The right is reserved to reject any and all bids and waive any irregularity in any bid received.

11.2 Award of the Contract, if awarded, will be to the lowest responsible Bidder whose Bid Form

complies with all requirements prescribed.

.1 Such award, if made, will be made within 45 days after opening of bids.

.2 If lowest responsible Bidder refuses or fails to execute the Contract, the Director of General

Services may award the Contract to the second lowest responsible Bidder. Such award, if

made, will be made within 60 days after opening of bids.

.3 If second lowest responsible Bidder refuses or fails to execute the Contract, the Director of

General Services may award the Contract to the third lowest responsible Bidder. Such award

if made, will be made within 75 days after opening of bids.

11.3 The above time periods within which award of Contract may be made are subject to extension of

such further period as may be agreed upon in writing between the Department of General Services

and the Bidder concerned.

11.4 When Project is segregated into more than one prime Contract, and a Bidder upon one of the prime

Contracts fail or refuses to execute the Contract, then the time for award of such Contract will be

extended as provided by this Article, and the time for award of each of the other segregated prime

Contracts will be extended by an equivalent length of time, if required.

12. SUBSTITUTION OF ALTERNATIVE MATERIALS, ARTICLES, OR EQUIPMENT

12.1 Pursuant to Public Contract Code Section 3400, alternative material(s), article(s), or equipment

that are of equal quality and of required characteristics for the purpose intended may be proposed

during the bidding period; for use in the Work, provided the Bidder complies with the following

requirements:

INSTRUCTIONS TO BIDDERS

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.1 Proposals for alternative material(s), article(s), or equipment, requested during the bidding

period, shall be submitted in writing, not later than the deadline date and time identified on the

Request for Bidding Interpretation (RFBI), Appendix 00 21 00.1.

.2 The proposal will not be considered unless the submittal is accompanied by complete

information and descriptive data necessary to determine equality of offered material(s),

article(s) or equipment. Samples shall be provided when requested by the State. Burden of

proof as to comparative quality, suitability, and performance of offered material(s), article(s),

or equipment shall be upon the Bidder submitting the proposal. The State will be the sole

judge as to such matters. In the event the State rejects the use of such alternative(s)

submitted, then one of the particular products originally specified in the Contract Documents

shall be furnished. If the proposal is accepted, all Bidders will be notified by Addendum.

.3 Refer to the General Conditions of the Contract for Construction, Clauses 2.2.7 and 3.12.10,

for substitution requests after Contract Award.

13. RETURN OF BIDDER’S SECURITY

13.1 Within 10 days after the award of the Contract, the Department of General Services will return all

Bidder’s security, other than Bidder’s Bonds, accompanying the Bid Forms that are not to be fully

considered in making the award.

13.2 Retained Bidder’s security will be held until the Contract has been fully executed, after which all

Bidder’s security, except Bidder’s Bonds, will be returned.

14. CONTRACT BONDS

Contractor will be required to furnish in duplicate the Performance Bond and Payment Bond

required by the State Contract Act, each in the amount of 100 percent of the Contract amount; as

set forth in Paragraph 11.3 of Document 00 72 00, General Conditions of the Contract for

Construction.

15. INSURANCE

Contractor will be required to furnish to the State, concurrently with execution of the Contract, a

certificate of insurance coverage as required by Paragraph 11.1 of Document 00 72 00, General

Conditions of the Contract for Construction.

16. EXECUTION OF CONTRACT

16.1 Contract shall be signed by successful Bidder and returned within 7 days of receipt. The Contract

shall not be binding upon the State until it is executed by the Contractor and the State. Contract

Documents required for execution of the Contract consist of the following:

.1 Agreement, Document 00 52 00.

.2 Contract Bonds.

.3 Certificate of Insurance.

.4 Signed set of Drawings and Project Manual for filing with the Contract.

16.2 Should Contractor begin work in advance of receiving notice that the Contract has been approved,

any work performed in advance of the date of approval shall be considered as having been done

at risk as a volunteer. In no event shall Contractor commence work until Contractor has received

notification from the State that the certificate of insurance has been approved.

INSTRUCTIONS TO BIDDERS

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17. FAILURE TO EXECUTE CONTRACT

Failure to execute Contract within 7 days after successful Bidder has received Contract for

execution may be cause for forfeiture of Bidder’s security. Failure to provide required bonds and

insurance constitutes failure to execute Contract.

18. PARTICIPATION IN DISABLED VETERANS BUSINESS ENTERPRISES (DVBE) PROGRAM

18.1 Pursuant to Section 10115 et seq. of the Public Contract Code, and Section 999 et seq. of the

Military and Veterans Code, the Department of General Services has established an overall goal

of not less than 3% participation by Disabled Veteran Business Enterprises (DVBE). However,

these DVBE Participation Requirements may be modified for this project; reference Document

00 22 10 of the Project Manual for the percentage requirements.

18.2 Bids will only be accepted from those Bidders that certify that they have achieved the required

participation, as outlined in Document 00 22 10 of the Project Manual, and as set forth in the Bid

Form.

18.3 Applicants for DVBE certification may apply online at https://www.dgs.ca.gov/PD/Services/Page-

Content/Procurement-Division-Services-List-Folder/Certify-or-Re-apply-as-Small-Business-

Disabled-Veteran-Business-Enterprise. DVBE applicants must submit specific support

documentation to the OSDS.

18.4 Bidder’s attention is directed to the requirement that certifications and documentation must be

submitted with the bid; otherwise bids will be considered non-responsive.

BIDDERS ARE ADVISED TO COMMENCE THE REQUIRED DVBE PROCEDURES

IMMEDIATELY UPON RECEIPT OF DRAWINGS AND SPECIFICATIONS, OR NOT LESS THAN

THREE (3) WEEKS PRIOR TO THE BID OPENING, WHICHEVER OCCURS FIRST.

18.5 DVBE INCENTIVE

.1 A DVBE Incentive will be granted to Bidders in accordance with Section 999.5(a) and (d) of the

Military and Veterans Code and California Code of Regulations 1896.98 et seq.

.2 The DVBE Incentive will be applied during the bid evaluation process and will only be applied

to responsive bids from responsible bidders proposing the percentage(s) of DVBE Participation

for the DVBE Incentive specified in the solicitation. Any Small Business Preference must be

calculated prior to the DVBE Incentive calculation and evaluation.

.3 The incentive will be applied when a Bidder’s DVBE Participation exceeds 3% the DVBE

Mandatory participation Requirement, in an attempt to displace the apparent low bidder.

The DVBE Incentive is as follows:

Confirmed DVBE Participation

Incentive

7% and above

6% to 6.99%

5% to 5.99%

4% to 4.99%

3.01% to 3.99%

0% -3%

No incentive – minimum 3%

participation required

INSTRUCTIONS TO BIDDERS

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.4 The percentage of DVBE Incentive will not exceed 5% and will not exceed $500,000.00.

.5 For every bidder qualifying for the DVBE incentive, the amount (dollar value) of the incentive is

computed using the qualifying bidder’s percentage of DVBE incentive and the lowest

responsive and responsible bid price. Calculations to determine adjusted bid price are for

consideration only. Bids will be awarded for the actual bid amount as verified by the State.

.6 A certified Small Business may only be displaced by another certified Small Business with a

higher percentage of DVBE participation and a lower adjusted bid price.

1) A certified Small Business shall not be displaced by a non-small business.

2) When applying the DVBE Incentive program, bidders claiming the “Non-Certified Small

Business preference” are considered a non-small business.

END OF DOCUMENT

RESDMSTR: REV. 6.3.2021 Appendix 00 21 00.1 Project Number: 000000000005953

REQUEST FOR BIDDING INTERPRETATION (RFBI)

(Email no later than August 24, 2022, 5:00 p.m.)

PMDB RFBI No.: _______________

Requestor RFBI No.: ___________

Request Date:

To: Brad Tress, Project Director/Manager From (Bidder):

Project Management and Development Branch

Real Estate Services Division

Phone: 916-375-4135 Contact: __________________________

Phone: ___________________________

Fax: _____________________________

Email: [email protected] Email: ___________________________

All RFBIs received prior to deadline identified above, and responses from the State will be published on

http://www.caleprocure.ca.gov. Click on “Start Search.” In the event name field, enter the project number and

click search. While viewing the Event Details, click on “View Event Package” to view RFBI responses.

Project No.: 000000000005953

Project Name: San Gorgonio Pass Perimeter Fence

Location: Beaumont, CA

________________________________________________________________________________________

Drawing Reference: ____________________ Project Manual Reference: ___________________________

Question:

Bidder’s Authorized Signature: ______________________________________________________

[ ] Check here if additional pages attached Page 1 of ____

SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

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DOCUMENT 00 22 00

SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

The following requirements supplement Document 00 21 00, Instructions to Bidders:

1. PAYEE DATA RECORD

Add the following to Subarticle 6.2:

Bidders are requested to complete and return the State's Payee Data Record form, Std.204 (and Std.

205 if applicable), included with the Bid Forms. The Payee Data Record form is required in lieu of

IRS W-9 when doing business with the State of California, and will be used by the State to prepare

tax information returns as stated on the form.

.1 Completion and submission of the form with the Bid Forms will expedite processing of the Award

of Contract.

.2 Failure to submit the completed form with the Bid will not be cause for rejection of a Bid.

.3 Forms of all Bidders will be kept on file by the State for use in future awarded Contracts.

.4 Bidders who have a completed and current Payee Data Record form on file with the Department

of General Services, Real Estate Services Division, Contracts Section, may so state on the form

and will not be required to submit a duplicate form.

.5 The form is subject to Section 7(b) of the Privacy Act of 1974 (Public Law 93-5791). Refer to the

Privacy Statement on the back of the form.

6. AWARD OF CONTRACT

Pursuant to Article 11 of Document 00 21 00, Instructions to Bidders, award of Contract, if awarded,

will be made within 60 days, in lieu of 45 days as specified. Award period for second and third lowest

responsible bidders will similarly be extended 15 days each.

END OF DOCUMENT

DVBE PARTICIPATION PROGRAM REQUIREMENTS

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DOCUMENT 00 22 10

DISABLED VETERAN BUSINESS ENTERPRISE PARTICIPATION

PROGRAM REQUIREMENTS

Public Contract Code Section 10115 establishes a contract participation goal of at least three percent (3%) for

Disabled Veteran Business Enterprise (DVBE) for State agencies.

DVBE participation is required for this contract. Mandatory Participation has been set at 3%. Participation

above and beyond the requirement is strongly encouraged. This bid package provides information for the

DVBE Participation Program. Bidders must meet DVBE Participation Program requirements to be viewed as a

responsive bidder and considered for contract award.

PLEASE READ THESE INSTRUCTIONS CAREFULLY

Bidders must fully comply with DVBE Participation Program requirements. Bidders that do not submit a

complete response may find their bid determined to be non-responsive and the bid rejected.

For assistance with meeting the DVBE participation program requirements, please contact:

Department of General Services

Administrative Division

Office of Business and Acquisition Services

Contract Services Section – SB-DVBE Advocate

707 Third Street, MS 508

West Sacramento, CA 95605

Email: [email protected]

The Office of Small Business and DVBE Services (OSDS) offers program information and may be reached at:

Department of General Services

Office of Small Business and DVBE Services (OSDS)

707 3

Street, 1

Floor, Room 400

West Sacramento, CA 95605-2811

Homepage:

Apply for or Re-Apply for Certification as a Small Business and/or Disabled Veteran Business Enterprise

Receptionist: (916) 375-4940

FAX: (916) 375-4950

Email: [email protected]

Mailing Address:

Office of Small Business and DVBE Services (OSDS)

Room 1-400, MS 210

P.O. Box 989052

West Sacramento, CA 95798-9052

DVBE PARTICIPATION PROGRAM REQUIREMENTS

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INSTRUCTIONS FOR

DVBE PARTICIPATION PROGRAM COMPLIANCE OPTIONS

If for any reason you fail to meet the DVBE Participation Requirement for this bid, your bid will be considered non-

responsive.

Meet or exceed the DVBE participation requirements for the proposed contract by one of the following two (2)

ways:

1. DVBE Bidder - If you are a DVBE bidder, agree to perform the required percentage of the contract bid

amount or value with your firm or in combination with other DVBE firms. You must write that commitment

on Article 9.2 of the Bid Form, Document 00 41 00. Instructions on how to complete this document are on

that page.

2. Non-DVBE Bidder - If you are a non-DVBE bidder, agree to use other firms for at least the required

percentage of the contract bid amount or value. You must write that commitment on Article 9.2 of the Bid

Form, Document 00 41 00. Instructions on how to complete this document are on that page.

DVBE Certification: OSDS-DVBE certification is the only acceptable certification. To verify if a contractor is

certified refer to the Cal eProcure web-site at The State of California Certifications . Bidders must provide

certification verification for each participating DVBE bidder, subcontractor, and/or supplier. Applicants for DVBE

certification may apply online at Apply for or Re-Apply for Certification as a Small Business and/or Disabled

Veteran Business Enterprise. DVBE applicants must submit specific support documentation to the OSDS.

DVBE Bid Incentive: A DVBE Incentive will be granted to Bidders who have achieved DVBE participation

exceeding 3% or greater of the value of the bid in accordance with Section 999.5(a) and (d) of the Military and

Veterans Code and California Code of Regulations 1896.98 et seq. Refer to Project Manual Document 00 21 00,

Article 18.5.

Pursuant to Military and Veterans Code §999.7, the awarding department shall withhold, on a contract entered

into on or after January 1, 2021, ten thousand dollars ($10,000) from the final payment, or the full final payment if

less than ten thousand dollars ($10,000), until a prime contractor complies with the certification requirements of

subdivision (d) of Section Military and Veterans Code §999.5. A prime contractor that fails to comply with the

certification requirement shall, after notice, be allowed to cure the defect. Notwithstanding any other law, if, after

at least 15 calendar days but not more than 30 calendar days from the date of notice, the prime contractor refuses

to comply with the certification requirements, the awarding department shall permanently deduct ten thousand

dollars ($10,000) from the final payment, or the full payment if less than ten thousand dollars ($10,000).

ANSWERS TO FREQUENTLY ASKED QUESTIONS:

The following questions are among the most frequently asked regarding DVBE requirements:

Q: If I am awarded the contract, am I required to use the subcontractor/supplier proposed in my bid?

A: Yes, unless you have requested and received approval from the State for substitution. Written requests should

include the person’s or firm’s name to be substituted, the substitution reason, the reason a non-DVBE

subcontractor is proposed, if applicable and describe the business to be substituted including its business status

as a sole proprietorship, partnership, corporation or other entity and the certification status of the firm, if any. See

Title 2, California Code of Regulations, Section 1896.64 (c) & (d) for substitution criteria.

DVBE PARTICIPATION PROGRAM REQUIREMENTS

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The request and the State’s approval or disapproval is not construed as an excuse for non-compliance with any

other provision of the law, including but not limited to the Subletting and Subcontracting Fair Practices Act, or

any other contract requirements relating to substitution of subcontractors. Failure to adhere to at least the DVBE

participation proposed by the successful Contractor may be cause for contract termination and recovery of

damages under the rights and remedies due the State for default section of the contract(s) and any other

penalties provided for by statute.

Q: Who notifies the subcontractor when an award is made?

A: Upon award to a prime Contractor, the Awarding Department notifies listed subcontractors of their contract

participation. Primes are encouraged to notify their listed subcontractors immediately after an award is made to

formalize their business agreements.

Q: What happens to bids considered non-responsive to the DVBE Participation Program requirements?

A: Non-responsive bids are subject to rejection. Many are rejected because of:

• Incomplete documentation

• Documentation not received by bid due date

• Mathematical error related to the percentages

Q: If I am a disabled veteran business enterprise, can I meet the percentage requirements as a single

company?

A: Yes.

Q: If my submitted bid meets the contract goal and the State decides to make multiple awards to the

bid/contract, could my bid be considered non-responsive?

A: No. The State’s decision to make multiple awards will not jeopardize bid compliance.

END OF DOCUMENT

BID FORM

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BID FORM

THE STATE OF CALIFORNIA FROM: ______________________________

DEPARTMENT OF GENERAL SERVICES (Name of Bidding Firm)

REAL ESTATE SERVICES DIVISION

PROJECT MANAGEMENT AND DEVELOPMENT BRANCH

DELIVER TO: Office of Business and Acquisition Services BEFORE 2:00 P.M., August 31, 2022

707 Third Street

West Sacramento, CA 95605

FOR: SAN GORGONIO PASS PERIMETER FENCE

CALIFORNIA HIGHWAY PATROL

BEAUMONT, RIVERSIDE COUNTY, CALIFORNIA

000000000005953

Plainly mark outside of envelope with "Bid For”; followed by the above title and Project Number.

The undersigned hereby proposes and agrees to furnish all labor, materials, and equipment, and to perform all work

required for the above-named Project in the manner and time prescribed in the Drawings and Project Manual, dated

January 6, 2022 and such addenda thereto as may be issued prior to bid opening date and in accordance with prevailing

wage rates ascertained by the Department of Industrial Relations and set forth on the DIR web site (

Prevailing Wage

Requirements) for General Prevailing Wage Rates as determined by the February 2022 DIR prevailing wage published

rates. The Bid Price, set forth below in clear legible figures, includes the cost of Bonds, insurance, sales tax, and every

other item of expense, direct or indirect, incidental to the Bid Price.

SCHEDULE OF WORK AND PRICES

WORK

ITEM

DESCRIPTION

ITEM TOTAL IN FIGURES

Performing the asbestos abatement

work of this Project for the lump sum of:

$______________________

Allowance(s) as specified in Section 01 21 00, not included in

Work Items 1 above for the sum of:

$_______$25,000.00______

COMPLETE WORK: Total of Work Items 1 and 2 for the lump sum of:

$______________________

DETERMINATION OF BID: Determination of amount of bid will be on the basis of total sum of Work Items as verified by

the State.

BID FORM

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IMPORTANT - READ BEFORE SIGNING: Bid Form must be executed in same name-style in which the

bidder is licensed. Bidder bidding jointly or as a combination of several business organizations is specially cautioned that

such bidder must be jointly licensed in the same form and style in which the bid is executed. If making a bid as a joint

venture, each person submitting the bid shall provide the information required below with respect to his or her licensure. The

undersigned Bidder certifies and agrees to provide the information and comply with the requirements contained in Articles

1 through 10 on the following pages of the Bid Form. By signing, Bidder swears under penalty of perjury that the conditions

of Article 2; Article 4, Paragraph 4.2; Article 7 and Article 9, Paragraph 9.2.1 are true.

Legal Name of Bidder: Federal I.D. No.: ____________

Contractor's License No.: _________ License Expiration Date: __________License Classification:________________

Contractor’s Public Works Registration No. (Dept. of Industrial Relations): ___________________________________

Contractor’s DGS Small Business/DVBE Certification Number: ____________________________________________

Business Address: _______________________________________________________________________________

(Street and/or P.O. Box) (City) (State) (Zip)

E-Mail Address:

Business Telephone No.: __________________________ Facsimile No.: ___________________________________

SIGN HERE ------>____________________________________________________

Signature of Bidder

_________________________________________________________________________

Print Name and Title of Bidder

Executed this day of_________________________, 20________at_______________________, California.

ARTICLE 1 – BIDDER’S BUSINESS IDENTIFICATION

THIS BID IS SUBMITTED BY (check one):

Individual Partnership

Joint Venture Corporation

________________________________

State in which Incorporated

NOTE: If Bidder is a corporation, the State in which incorporated shall be inserted above and the legal name of the

corporation shall be set forth on Page 1, together with the signature of the officer or officers authorized to sign contracts on

behalf of the corporation; if Bidder is a partnership, the true name of the firm shall be set forth on Page 1, together with the

signature of a partner authorized to sign contract in behalf of the partnership; and if Bidder is an individual, that person’s

signature shall be placed on Page 1. If signature is by an agent, other than an officer of a corporation or a member of a

partnership, a Power of Attorney must be on file with the Department prior to opening bids or submitted with the bid;

otherwise, the bid will be regarded as irregular and unauthorized. If bid is submitted by partnership or joint venture, the

members are:

_________________________________________________________________________________________________

BID FORM

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ARTICLE 2 – PREFERENCES AND INCENTIVES

2.1 Small Business Preference - By checking “yes” below, Bidder requests preference as a "Small Business" and further

certifies under penalty of perjury, that the firm still meets the requirements of Section 1896 et. seq. Title 2, of the California

Code of Regulations, and has either: 1) been approved by the Office of Small Business and Disabled Veteran Business

Enterprise (DVBE) Services (OSDS) or; 2) submitted a complete application pursuant to Section 1896.14 to the OSDS by

5:00 p.m. on the bid opening date.

The Legal Name of Bidder and the Bidder’s OSDS Certification must be executed in the same name-style in which bidder

is licensed. A Bidder bidding jointly or as a combination of several business organizations is specially cautioned that

such bidder must be jointly licensed in same form and style in which the bid is executed.

Spe

cial attention is directed to Section 1896.16 for penalties for furnishing incorrect supporting information in obtaining

preference.

2.1.1 Small Business Preference Claimed? Yes ______________________ No

(List date filed if not yet certified)

2.2 Non-Small Business Subcontractor Preference - By checking “yes” below Bidder requests preference as a Non-

Small Business and agrees to complete and submit Document 00 43 16-2 attached hereto, no later than forty-eight (48)

hours after the time of receipt of bids (or the following business day if a weekend or state holiday). Special attention is

directed to Section 1896.16 for penalties for furnishing incorrect supporting information in obtaining preference.

2.2.1 Non-Small Business Subcontractor Preference Claimed? Yes No

2.3 Disabled Veteran Business Enterprise Bid Incentive - By checking “yes” below, Bidder certifies and claims credit

for achieving 1% or greater of DVBE Participation on this bid as is shown in Article 9 of this bid form and also requests that

the corresponding DVBE Incentive be applied to this bid.

2.3.1 DVBE Incentive Claimed? Yes No

ARTICLE 3 – BONDING ASSISTANCE

In the event Bidder has received assistance in obtaining bonding for this Project, Bidder shall set forth name and nature of

firm providing such assistance. Should that firm be listed as subcontractor, Bidder shall set forth the percentage of contract

to be performed by that subcontractor.

_____________________________________________________________________

Firm Providing Assistance and Nature of Assistance

Subcontractor: Yes No Percentage ____________

ARTICLE 4 – CERTIFICATIONS - BID DEPOSITORY AND FEDERAL COURT FINDINGS

4.1 By signing this Bid Form, Bidder certifies that in preparation of this Bid Form, no bid was received by the bidder from

a bid depository, which depository (as to any portion of the work) prohibits or imposes sanctions for the obtaining by bidder,

or the submission to bidder by any subcontractor or vendor or supplier of goods and services, of a bid outside the bid

depository. This certification shall constitute a warranty, the falsity of which shall entitle the State to pursue any remedy

authorized by law, and shall include the right, at the option of the State, of declaring any contract made as a result thereof

to be void.

4.2 By signing this Bid Form, Bidder swears under penalty of perjury that representations of the bid with respect to bidder's

license are true and that no more than one final un-appealable finding of contempt of court by a Federal Court has been

issued against the Contractor within the immediately preceding two-year period because of the Contractor's failure to comply

with an order of a Federal Court which orders the Contractor to comply with an order of the National Labor Relations Board.

BID FORM

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4.3 By signing this Bid Form, Bidder acknowledges that in in accordance with the provisions of Section 3700 of the Labor

Code, every contractor will be required to secure the payment of compensation to his employees. The Bidder agrees that

they are aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against

liability for workers’ compensation or to undertake self-insurance in accordance with the provisions of that code, and will

comply with such provisions before commencing the performance of the work of this contract.

4.4 By signing this Bid Form, Bidder certifies they will not ask an applicant for onsite construction-related employment to

disclose orally or in writing information concerning the conviction history of the applicant on or at the time of an initial

employment application.

This section shall not apply to a position for which the person or the state is otherwise required by state or federal law to

conduct a conviction history background check or to any contract position with a criminal justice agency, as that term is

defined in Section 13101 of the Penal Code.

This section shall not apply to a person to the extent that he or she obtains workers from a hiring hall pursuant to a bona

fide collective bargaining agreement.

ARTICLE 5 – STATEMENT OF COMPLIANCE - NONDISCRIMINATION

Bidder (hereinafter referred to as "prospective contractor" in this Statement), by signing this Bid Form, hereby certifies,

unless specifically exempted, compliance with Government Code Section 12990 (a-f), and CCR, Title 2, Division 4, Chapter

5, Section 8103, in matters relating to reporting requirements and the development, implementation and maintenance of a

Nondiscrimination Program; as set forth in the General Conditions of the Contract for Construction. Prospective contractor

agrees not to unlawfully discriminate, harass or allow harassment against any employee or applicants for employment

because of sex, race, color, ancestry, religious creed, national origin, physical disability (including HIV and AIDS), medical

disability (cancer), age (over 40), marital status, and denial of family care leave.

ARTICLE 6 – QUESTIONNAIRE

6.1 In accordance with Public Contract Code, Section 10162, the Bidder shall complete the following questionnaire:

6.1.1 Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has a proprietary interest in the Bidder,

ever been disqualified, removed, or otherwise prevented from bidding on, or completing a Federal, State or Local

government project because of a violation of law or a safety regulation?

Yes No

6.1.2 Has the Bidder, any officer of the Bidder, or any employee of the Bidder who has a proprietary interest in the Bidder,

ever received a safety violation or failed to file notifications to the Cal-OSHA, Federal OSHA, or EPA Agencies for

employee records as required by CCR, Title 8, Section 5208 and CFR 40, Part 61?

Yes No

If the answer to either 6.1.1 or 6.1.2 above is “Yes”, then give the date(s) of the citation(s) or failure to make notifications,

and explain the circumstances by attachment to this Bid Form.

ARTICLE 7 – NON-COLLUSION DECLARATIONTO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID

By signing this Bid Form, Bidder, being first duly sworn, deposes and says that he or she is the authorized representative of

the Bidder, the party making the foregoing bid, that the bid is not made in the interest of, or on behalf of, any undisclosed

person, partnership, company, association, organization, or corporation; that the bid is genuine and is not collusive or sham;

that the Bidder has not directly or indirectly induced or solicited any other Bidder to put in a false or sham bid, and has not

directly or indirectly colluded, conspired, connived, or agreed with any Bidder or anyone else to put in a sham bid, or that

anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement,

communication, or conference with anyone to fix the bid price of the Bidder or any other Bidder, or to fix any overhead, profit,

or cost element of the bid price, or that of any other Bidder, or to secure any advantage against the public body awarding

the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that

the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or

divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company

BID FORM

RESDMSTR: SP: 6.3.2021 00 41 00 -5 000000000005953

association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

ARTICLE 8 – ADDENDA

In submitting this bid, Bidder represents that Bidder has examined copies of all the Contract Documents and acknowledges

receipt of the following addenda:

Addendum No.: __________ Date: ____________ Addendum No.: ___________ Date: ___________

Failure to acknowledge on the Bid Form receipt of an addendum shall not in itself be cause for withdrawal or rejection of

bids, if it can be shown that bidder did, in fact, receive such addendum prior to bid opening.

ARTICLE 9 – DVBE COMPLIANCE & PARTICIPATION SUMMARY

9.1 In accordance with Public Contract Code Section 10115, et seq., the Department of General Services has established

criteria to implement the DVBE Program Goal as set forth in Document 00 22 10 of the Project Manual.

Document 00 22 10, DVBE PARTICIPATION PROGRAM REQUIREMENTS cites the specific percentage of DVBE

Participation required for this contract. Failure to meet this requirement will result in a non-responsive bid.

If DVBE Participation is a requirement for this bid, Bidder must complete Article 9.2.1 - DVBE PARTICIPATION SUMMARY.

Failure to meet the full percentage of required DVBE participation will cause the bid to be deemed non-responsive and the

bid will be rejected by the State. Listed DVBE vendor or subcontractor relationships should be first tier.

Any DVBE person, firm, corporation or organization committed by the bidder to fulfill DVBE Participation must: 1) be certified

with the OSDS, and; 2) perform or provide a Commercially Useful Function as defined in Military and Veterans Code Section

999. Failure to comply with these requirements will deem the bid non-responsive and the bid will be rejected by the State.

If DVBE participation is set at zero percent, Bidder may still claim DVBE Incentive for voluntary DVBE Participation of 1% or

greater. To have DVBE Incentive applied to this bid, Bidder must claim the Incentive in ARTICLE 2.3 - PREFERENCES &

INCENTIVES and complete ARTICLE 9.2 - DVBE PARTICIPATION SUMMARY of the Bid Form.

If any DVBE subcontractor will be performing work in excess of 1/2 of 1% of the bid amount, the subcontractor MUST be

listed under ARTICLE 9.2.1 - DVBE PARTICIPATION SUMMARY AND ARTICLE 10 - LIST OF SUBCONTRACTORS in

accordance with Public Contract Code Section 4100, et.seq.

BID FORM

RESDMSTR: SP: 1.8.2021 00 41 00 -6 000000000005953

9.2 DVBE PARTICIPATION SUMMARY NAME OF BIDDER:______________________________

Completion Instructions: Capture all required and non-required first tier DVBE Participation in the space below. Identify the proposed work (services, trade or materials)

to be completed by the DVBE. List the Company name, contact information, OSDS Certification Number, and the DIR Registration Number. If the Bidder is a DVBE, list

only the Bidder’s information as 100%; do not list additional subcontractors. Indicate the dollar amount of the work to be performed by each DVBE company and the

corresponding percentage of this bid price rounded to two decimals. Add up each Dollar Amount and identify the total on the bottom row marked, TOTAL DVBE

PARTICIPATION. Calculate and list the percentage of the bid price this amount represents.

Pursuant to Military and Veterans Code §999.7, the awarding department shall withhold, on a contract entered into on or after January 1, 2021, ten

thousand dollars ($10,000) from the final payment, or the full final payment if less than ten thousand dollars ($10,000), until a prime contractor complies

with the certification requirements of subdivision (d) of Section Military and Veterans Code §999.5. A prime contractor that fails to comply with the

certification requirement shall, after notice, be allowed to cure the defect. Notwithstanding any other law, if, after at least 15 calendar days but not

more than 30 calendar days from the date of notice, the prime contractor refuses to comply with the certification requirements, the awarding department

shall permanently deduct ten thousand dollars ($10,000) from the final payment, or the full payment if less than ten thousand dollars ($10,000).

9.2.1 Listed hereinafter is the certified DVBE company(s) proposed to perform work if the contract is awarded to Bidder:

TYPE OF WORK

PERFORMED

(Service, Trade or Materials)

NAME OF DVBE COMPANY, CONTACT PERSON

AND PHONE NUMBER

OSDS

CERTIFICATION

NUMBER

DIR

REGISTRATION

NUMBER

DOLLAR AMOUNT

OF WORK PERFORMED

PERCENTAGE OF

BID PRICE

TOTAL DVBE PARTICIPATION:

DETERMINATION OF TOTAL DVBE PARTICIPATION: Determination of total DVBE participation will be on the basis of total sum of all listed DVBE above and as

verified by the State. When there is a discrepancy between the Dollar Amount and the Percentage of Bid, the higher of the two will prevail.

BID FORM

RESDMSTR: SP: 1.8.2021 00 41 00 -7 00000000000593

NAME OF BIDDER: ______________________________

ARTICLE 10 – LIST OF PROPOSED SUBCONTRACTORS

Listed hereinafter are the name, location, license number, and registration number of all subcontractors who will be employed, and the kind of work which each

will perform if the contract is awarded to the undersigned. I understand that under Public Contract Code Section 4100, et. seq., I must here clearly set forth the name

and location of each subcontractor who will perform work or labor or render service to me in or about the construction of the work in an amount in excess of one-half of

one percent (1/2 of 1%), of my total bid, and that as to any work in which I fail to do so, I agree to perform that portion myself or be subject to penalty under the act.

(Note: In case more than one subcontractor is named for the same kind of work, state the portion that each will perform.) I also understand that listed subcontractors

must be registered with the Department of Industrial Relations in order to be listed for and to engage in the performance of work on Public Works projects.

Notwithstanding General Conditions Paragraph 1.1, the definition of a SUBCONTRACTOR for the purposes of the Subletting and Subcontracting law is as follows: A

trade Contractor who is licensed with the Contractors’ State License Board with an A, B, C or D classification, as defined pursuant to PCC Section 4113.

• Vendors or suppliers of materials only need not be listed.

• Any DVBE subcontractor performing work in excess of ½ of 1% of the bid amount MUST be listed below AND under ARTICLE 9.2.1 - DVBE PARTICIPATION

SUMMARY.

Failure to list Kind of Work, Name, Location or License Number shall cause the bid to be rejected as non-responsive.

Kind of Work Name Location (City) CSLB License No. DIR Registration No.

If further space is required below, copy this page and attached hereto to be made a part of the Bid Form. Sub List Page _________of __________

BID FORM

RESDMSTR: ALT: 1.8.2021 00 41 00 -8 000000000005953

STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES

CALIFORNIA CIVIL RIGHTS LAWS ATTACHMENT OFFICE OF LEGAL SERVICES

DGS OLS 04 (Rev. 01/17)

Pursuant to Public Contract Code section 2010, a person that submits a bid or proposal to, or otherwise

proposes to enter into or renew a contract with, a state agency with respect to any contract in the amount

of $100,000 or above shall certify, under penalty of perjury, at the time the bid or proposal is submitted

or the contract is renewed, all of the following:

1. CALIFORNIA CIVIL RIGHTS LAWS: For contracts executed or renewed after January 1, 2017, the

contractor certifies compliance with the Unruh Civil Rights Act (Section 51 of the Civil Code) and the

Fair Employment and Housing Act (Section 12960 of the Government Code); and

2. EMPLOYER DISCRIMINATORY POLICIES: For contracts executed or renewed after January 1,

2017, if a Contractor has an internal policy against a sovereign nation or peoples recognized by the

United States government, the Contractor certifies that such policies are not used in violation of the

Unruh Civil Rights Act (Section 51 of the Civil Code) or the Fair Employment and Housing Act

(Section 12960 of the Government Code).

CERTIFICATION

I, the official named below, certify under penalty of perjury under the laws of the State of

California that the foregoing is true and correct.

Proposer/Bidder Firm Name (Printed)

Federal ID Number

By (Authorized Signature)

Printed Name and Title of Person Signing

Executed in the County of

Executed in the State of

Date Executed

BID FORM

RESDMSTR: ALT: 1.8.2021 00 41 00 -9 000000000005953

NONCOLLUSION DECLARATION TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID

The undersigned declares:

I am the ___________________ of ___________________, the party making the foregoing bid.

The bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company,

association, organization, or corporation. The bid is genuine and not collusive or sham. The bidder

has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid. The

bidder has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or

anyone else to put in a sham bid, or to refrain from bidding. The bidder has not in any manner, directly

or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of

the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of

that of any other bidder. All statements contained in the bid are true. The bidder has not, directly or

indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged

information or data relative thereto, to any corporation, partnership, company, association,

organization, bid depository, or to any member or agent thereof, to effectuate a collusive or sham bid,

and has not paid, and will not pay, any person or entity for such purpose.

Any person executing this declaration on behalf of a bidder that is a corporation, partnership, joint

venture, limited liability company, limited liability partnership, or any other entity, hereby represents

that he or she has full power to execute, and does execute, this declaration on behalf of the bidder.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true

and correct and that this declaration is executed on ___________________ [date], at

___________________ [city], ___________________ [state].”

_____________________________________

Signed

END OF DOCUMENT

BIDDER’S BOND

RESDMSTR: 9/22/2017 00 43 13 000000000005953

BIDDER’S BOND

STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

KNOW ALL MEN BY THESE PRESENTS:

That we,

__________________________________________________________________________________________________________________________

________________________________________________________________________________________________________________, as Principal,

and _______________________________________________________________________________________________________________________

________________________________________________________________________________________________________________________

as Surety, are held and firmly bound unto the State of California, hereinafter called the State, in the penal sum of ten percent (10%) of the total amount of

the bid of the Principal above named, submitted by said Principal to the State of California, Department of General Services, for the work described below,

for the payment of which sum in lawful money of the United States, well and truly to be made, we bind ourselves, our heirs, executors, administrators and

successors, jointly and severally, firmly by these presents.

THE CONDITION of this obligation is such that:

WHEREAS, the Principal has submitted the above-mentioned bid to the State of California, Department of General Services, for certain

construction specifically described as follows, for which bids are to be opened at __________________________________________________________

_______________________________ (Insert place where bids will be opened) on _________________________________________ (Insert date of bid opening)

for ______________________________________________________________________________________________________________________

(Copy here the exact description of work, including location, as it appears on the proposal)

NOW, THEREFORE, If the aforesaid Principal is awarded the contract and, within the time and manner required under the specifications,

after the prescribed forms are presented to him for signature, enters into a written contract, in the prescribed form, in accordance with the bid, and files the

two bonds with the Department, one to guarantee faithful performance and the other to guarantee payment for labor and materials, as required by law,

then this obligation shall be null and void; otherwise, it shall be and remain in full force and virtue.

In the event suit is brought upon this bond by the Obligee and judgment is recovered, the Surety shall pay all costs incurred by the Obligee in

such suit, including a reasonable attorney’s fee to be fixed by the court.

IN WITNESS WHEREOF, We have hereunto set our hands and seals on this _________ day of ___________________________, 20____.

__________________________________________ (SEAL)

Name of Principal and Address for Service

By________________________________________

Contractor Signature

__________________________________________ (SEAL)

Name of Surety and Address for Service

By______________________________________________

Attorney-in-Fact Signature

NOTE: Signatures of those executing for the Surety must be properly acknowledged.

CERTIFICATE OF ACKNOWLEDGMENT

STATE OF CALIFORNIA

COUNTY OF ______________________

On this ______ day of ________________ in the year of 20___ before me, a notary public in and for the county and state aforesaid, personally

appeared, _________________________________________________________ and proved to me on the basis of satisfactory evidence to be the

person whose name is subscribed to the within instrument and proved to me on the basis of satisfactory evidence to be the attorney-in-fact of

________________________________________________ and acknowledged to me that he/she subscribed the name of the said company thereto as

surety, and his/her own name as attorney-in-fact.

(SEAL)

__________________________________________________

Notary Public

A notary public or other officer

completing this certificate verifies only

the identity of the individual who signed

the document to which this certificate is

attached, and not the truthfulness,

accuracy, or validity of that document.

CERTIFIED SMALL BUSINESS SUBCONTRACTOR(S) SUMMARY

RESDMSTR: 02/03/2014 00 43 16-1 000000000005953

STATE OF CALIFORNIA

DOCUMENT 00 43 16-1

LIST OF CERTIFIED SMALL BUSINESS SUBCONTRACTOR(S)

COMPLETION INSTRUCTIONS

PLEASE READ THESE INSTRUCTION CAREFULLY

IN ORDER TO GRANT A FIVE PERCENT (5%) NON-SMALL BUSINESS

SUBCONTRACTOR PREFERENCE TO A NON-SMALL BUSINESS, THE BIDDER

MUST COMPLETE THE CERTIFIED SMALL BUSINESS SUBCONTRACTOR

SUMMARY (CSBSS) FORM 00 43 16-2. THIS FORM MUST BE COMPLETED BY THE

NON-SMALL BUSINESS BIDDER AND RETURNED TO THE AWARDING AGENCY NO

LATER THAN FORTY-EIGHT (48) HOURS AFTER THE TIME OF RECEIPT OF BIDS.

IF THE BIDDER FAILS TO RETURN THE COMPLETED FORM 00 43 16-2 WITHIN 48

HOURS, THE CLAIM FOR SMALL BUSINESS PREFERENCE WILL BE DENIED.

CSBS COMPANY NAME – list the name(s) of the certified small business

subcontractor(s) to be used to complete this project.

CSBS COMPANY ADDRESS – list the address(es) of the certified small business

subcontractor(s) to be used to complete this project.

CSBS COMPANY TELEPHONE NUMBER – list the telephone number(s) of the

certified small business subcontractor(s) to be used to complete this project.

CSBS PERCENTAGE (%) OR DOLLAR ($) AMOUNT – list the percentage(s) or

dollar amount(s) that will be given to the certified small business subcontractor(s)

used to complete this project.

DESCRIPTION OF WORK – identify the proposed work including services or

materials to be performed by the certified small business subcontractor(s) to

complete this project.

TO OBTAIN THE 5% NON-CERTIFIED SMALL BUSINESS PREFERENCE, THE

LISTED SUBCONTRACTOR(S) AND/OR SUPPLIER(S) FIRM(S) MUST BE

FORMALLY CERTIFIED BY THE OFFICE OF SMALL BUSINESS AND DVBE

CERTIFICATION (OSDC) AS A SMALL AND/OR MICROBUSINESS. (Prime

contractors should ask Subcontractor/Supplier to provide them with a copy

of their OSDC certification letter)

CERTIFIED SMALL BUSINESS SUBCONTRACTOR(S) SUMMARY

RESDMSTR: 02/03/2014 00 43 16-2 000000000005953

BIDDER NAME ____________________________________ PROJECT NUMBER _______________

STATE OF CALIFORNIA

CERTIFIED SMALL BUSINESS SUBCONTRACTOR(S) SUMMARY

Form date 09/28/2004

Listed hereinafter is the name of business, address, telephone number, dollar amount or percentage of all certified subcontractors who will be employed, and the

description of the work which each will perform if the contract is awarded to this bidder.

Failure to list name of business, address, telephone number, description of work to be performed and dollar amount or percentage of work for each

subcontractor may be cause for denial of the non-small business subcontractor preference.

(If further space is required for the List of Proposed Subcontractors, additional sheets showing the required information, as indicated below, shall be attached hereto

and made a part of the Bid).

CERTIFIED SMALL BUSINESS

SUBCONTRACTOR

(Name of Business)

CERTIFIED SMALL BUSINESS

SUBCONTRACTOR

(Address)

CERTIFIED SMALL

BUSINESS

SUBCONTRACTOR

(Telephone Number)

CERTIFIED SMALL

BUSINESS

SUBCONTRACTOR

($ or % Amount)

CERTIFIED SMALL BUSINESS

SUBCONTRACTOR

(Description of Work)

(Service or Materials)

PAYEE DATA RECORD

RESDMSTR: 7.8.2021 00 45 46 - 1

000000000005953

SAMPLE

PAYEE DATA RECORD

RESDMSTR: 7.8.2021 00 45 46 - 2

000000000005953

SAMPLE

1. This Agreement is entered into between the Contracting Agency and the Contractor named below:

AGREEMENT NUMBER

PURCHASING AUTHORITY NUMBER (if applicable)

STANDARD AGREEMENT

STD 213 (Rev. 03/2019)

2.The Term of this Agreement is:

3.The maximum amount of this Agreement is:

4. The parties agree to comply with the terms and conditions of the following exhibits, which are by this reference made a part of the Agreement.

Department of General Services, Real Estate Services Division, Project Management and Development Branch

As Identified in the Notice to Proceed

XXX Calendar Days, commencing on the Start Date Identified in the Notice to Proceed

$X,XXX,XXX.XX

STATE OF CALIFORNIA – DEPARTMENT OF GENERAL SERVICES

CONTRACTING AGENCY NAME

CONTRACTOR NAME

START DATE

THROUGH END DATE

Items shown with an asterisk (*), are here by incorporated by reference and made part of this agreement as if attached hereto.

These documents can be viewed at https://www.dgs.ca.gov/ols/resources

IN WITNESS WHEREOF, THIS AGREEMENT HAS BEEN EXECUTED BY THE PARTIES HERETO.

CONTRACTOR

CONTRACTOR NAME (if other than an individual, state whether a corporation, partnership, etc.)

CONTRACTOR BUSINESS ADDRESS

CITY

STATE

ZIP

PRINTED NAME OF PERSON SIGNING

TITLE

CONTRACTOR AUTHORIZED SIGNATURE

DATE SIGNED

STATE OF CALIFORNIA

CONTRACTING AGENCY NAME

CONTRACTING AGENCY ADDRESS

CITY

STATE

ZIP

PRINTED NAME OF PERSON SIGNING

TITLE

CONTRACTOR AUTHORIZED SIGNATURE

DATE SIGNED

CALIFORNIA DEPARTMENT OF GENERAL SERVICES APPROVAL EXEMPTION, IF APPLICABLE

00 52 00-1 000000000005953

Project Title

Exhibit A

Exhibit B

Exhibit C

TITLE

PAGES

EXHIBITS

Project Title

Client

Address

City, County, CA

Project Number

Performance Bond, Payment Bond, Bid Form, and Invitation to Bid

Project Manual (except Bidding Requirements), dated XXX including the following Contract Documents:

Introductory Information

General Conditions of the Contract for Construction

Supplementary Conditions

Specifications

Addenda No.

XXX Drawings, dated XXX, as listed in Document 00 01 15 of the Project Manual

PERFORMANCE BOND

RESDMSTR: 9/22/2017 00 61 13 000000000005953

PERFORMANCE BOND TO ACCOMPANY

CONSTRUCTION CONTRACT

KNOW ALL MEN BY THESE PRESENTS:

THAT WHEREAS, The State of California, acting by and through the Department of General Services has awarded to

_____________________________, a ___________________ existing under and by virtue of the laws of the State of California as Contractor, a contract

for the work described as follows:

Project Name

Client Agency

Project Information

Reference Number, Project Number, Contract Number

AND WHEREAS, Said Contractor is required to furnish a bond in connection with said contract, guaranteeing the faithful performance thereof;

NOW, THEREFORE, We the undersigned Contractor and surety are held and firmly bound unto the State of California in the sum of

___________________________________ Dollars, ($000,000) to be paid to the State or its certain attorney, its successors and assigns; for which

payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally firmly by

these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH,

That if the above bounded Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by,

and well and truly keep and perform the covenants, conditions and agreements in the foregoing contract and any alteration thereof made as therein

provided, on his or their part to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and

meaning, and shall indemnify and save harmless the State of California, its officers and agents, as therein stipulated, then this obligation shall become

and be null and void; otherwise it shall be and remain in full force and virtue.

IN WITNESS WHEREOF, We have hereunto set our hands and seals on this _________ day of ____________________, 20_____

__________________________________________

Name of Contractor and Address for Service

By________________________________________

Contractor Signature

__________________________________________

__________________________________________ (SEAL)

Name of Surety and Address for Service

By _______________________________________

Attorney-in-Fact Signature

CERTIFICATE OF ACKNOWLEDGMENT

STATE OF CALIFORNIA

COUNTY OF __________________ ss

On this _______ day of ______________ in the year of 20____ before me, a notary public in and for the county and state aforesaid,

personally appeared, ______________________________________________ proved to me on the basis of satisfactory evidence to be the person

whose name is subscribed to the within instrument and proved to me on the basis of satisfactory evidence to be the attorney-in-fact of

__________________________________________ and acknowledged to me that he/she subscribed the name of the said company thereto as surety,

and his/her own name as attorney-in-fact.

(SEAL) __________________________________________________

NOTARY PUBLIC

A notary public or other officer

completing this certificate verifies only

the identity of the individual who signed

the document to which this certificate is

attached, and not the truthfulness,

accuracy, or validity of that document.

RESDMSTR: 7.8.2021 PAYMENT BOND 000000000005953

00 61 14 -1

CHANGE ORDER

RESDMSTR: 5/3/2017 00 63 63 – 1 000000000005953

Department of General Services

Change Order

Date Issued:

(Type Date)

Change Order No:

ABMS Contract No:

F$ Contract No.:

Project ID:

00000000005953

Activity ID:

From Division:

Real Estate Services Division

Resource Type:

CONTR

Branch:

Project Management and

Development Branch

Category:

10000

Address:

707 Third Street, 4

Floor

Revision No.:

City, State Zip:

West Sacramento, CA 95605

Date Revised:

Project:

To:

(Contractor’s Name:)

Client Agency:

(Contractor’s Address:)

Facility Name:

(Contractor’s City/State/Zip:)

Facility Location:

This Change Order is issued pursuant to the provisions of the General Conditions Article 6 of the Contract relating to Changes in the

Work and shall not be effective until approved by the Department of General Services, REAL ESTATE SERVICES DIVISION. The State

will issue the change order after the conditions have been agreed to. The contractor is directed to proceed with construction activities

in such manner as to preclude the necessity for later altering the work in order to accomplish this change. This document must be

completed in every detail, signed, dated and returned in DUPLICATE to the State’s representative within fifteen (15) calendar days from

the date of issue, as provided in the General Conditions of the Contract. Upon approval, a signed copy will be sent to the contractor as

authority for proceeding with the changes (or as confirmation of previously issued instructions).

Change Order Description

Item #

Description

Amount

Total this Change Order

$100,000.00

The Undersigned Contractor agrees to make this change in accordance with the printed conditions herein for

The Additive sum of

or deductive sum

This change is approved for the sum stated above and for a time extension of

calendar days.

This Agreement constitutes full and final settlement for all aspects of the work described herein. As part of this agreement, Contractor

waives any and all rights to claim for any delay or impact costs associated with the work described herein, including, but not limited

to, inefficiency, unabsorbed and extended home office overhead and extended field office overhead.

Authorized Contractor’s Signature Title Date

Authorized State’s Representative Signature Title Date

Distribution of Change Order:

Originals to: 1) Contractor 2) RESD Contract Unit

Copies to: 1) Project Manager 2) State Controllers Office 3) DGS Capital Outlay Account 4) Sta’te Inspector

STATE OF CALIFORNIA DEPARTMENT OF GENERAL SERVICES REAL ESTATE SERVICES DIVISION

Document 00 72 00

General Conditions of the Contract

for Construction

October 2011 Edition

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

October 2011 Edition 00 72 00 - i

Table of Articles

page

1. GENERAL PROVISIONS 1

1.1 Definitions

1.2 Execution. Correlation and Intent

1.3 Use of the State’s Drawings, Project Manual and other Documents

1.4 Capitalization

1.5 Conflicts in the Contract Documents

1.6 Requests for Information, Clarifications or

Additional Instructions

2. ADMINISTRATION OF THE CONTRACT 5

2.1 Information and/or Services Required of the State

2.2 Administration of the Contract

2.3 Breaches, Defaults and Termination for Cause

2.4 Termination for the State’s Convenience

2.5 Suspension by the State for Convenience

3. CONTRACTOR 7

3.1 Review of Contract Documents and Field Conditions by the Contractor

3.2 Supervision and Construction Procedures

3.3 Labor and Materials

3.4 Nondiscrimination Clause

3.5 Guarantee

3.6 Taxes

3.7 Permits, Fees and Notices

3 8 Allowances

3.9 Superintendent

3.10 Contractor’s Progress Schedule

3.11 Documents and Samples at the Project Site

3.12 Shop Drawings, Product Data and Samples (Submittals)

3.13 Tests and Inspections

3.14 Use of Project Site

3.15 Cutting and Patching

3.16 Cleaning Up

3.17 Access to Work

3.18 Royalties and Patents

3.19 Indemnification

3.20 Air Pollution

3.21 Certification by Contractor of Recycled Content

3.22 Unfair Business Practices

3.23 Child Support Compliance Act

3.24 NOT USED

3.25 Contractor Required Notification of Changes

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

October 2011 Edition 00 72 00 - ii

Table of Articles

page

4. SUBCONTRACTORS 16

4.1 Subletting and Subcontracting

4.2 Subcontractual Relations

4.3 Disabled Veteran Business Enterprise Program

4.4 Contract Assignments

5. CONSTRUCTION BY THE STATE OR BY

SEPARATE CONTRACTORS 17

5.1 State’s Right to Perform Construction and to Award Separate Contracts

5.2 Mutual Responsibility

5.3 State’s Right to Clean Up

6. CHANGES IN THE WORK 18

6.1 General

6.2 Change Order

6.3 Acceptance of Change Orders

6.4 Effect on Sureties

7. TIME 21

7.1 Notice to Proceed

7.2 Contract Time

7.3 Liquidated Damages

7.4 Time Extensions

7.5 Delays in Completion of the Work

7.6 Acceleration

8. PAYMENTS AND COMPLETION 23

8.1 Schedule of Values

8.2 Timeliness of Payments

8.3 Retentions

8.4 Assignment of Contract Funds

8.5 Occupancy by the State Prior to Completion of the Work

8.6 Acceptance of the Work and Final Payment

8.7

Interest

9. DISPUTES AND CLAIMS 24

9.1 Dispute and Claim Procedures

9.2 Audit and Access to Records

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

October 2011 Edition 00 72 00 - iii

Table of Articles

page

10. PROTECTION OF PERSONS AND PROPERTY 26

10.1 Safety of Persons and Property

10.2 Emergencies

10.3 Drug-Free Workplace

11. INSURANCE AND BONDS 28

11.1 Contractor's Insurance

11.2 No Personal Liability

11.3 Performance Bond and Payment Bond

12. UNCOVERING AND CORRECTION OF WORK 30

12.1 Uncovering and Correction of Work

12.2 Correction of Work

12.3 Acceptance of Nonconforming Work

13. MISCELLANEOUS PROVISIONS 31

13.1 Governing Law

13.2 Successors and Assigns

13.3 Written Notice

13.4 Contractor’s Use of Computer Software

13.5 Independent Contractor

13.6 Unenforceable Provisions

13.7 Expatriate Corporations

13.8 Domestic Partners

13.9 Air or Water Pollution Violation

13.10 Certification by Contractor of Disabled Veteran Business

Enterprise/Small Business Participation

GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

October 2011 Edition 00 72 00 - 1

DOCUMENT 00 72 00 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

ARTICLE 1 - GENERAL PROVISIONS

1.1 DEFINITIONS: When the following terms appear in the Contract, they shall have the following meaning:

1.1.1 Acceptance of the Work: Written acceptance of the Work by the Director of the Department of General Services, State of

California, or the Director’s designee.

1.1.2 Act of God: An Act of God shall include only the following occurrences or conditions and effects:

.1 Earthquakes in excess of a magnitude of 3.5 on the Richter Scale; or

.2 Tidal waves.

1.1.3 Addendum (Addenda): A document issued by the State during the bidding period which modifies, supersedes or

supplements the Contract Documents.

1.1.4 Alternative: Refer to Approved Equal and Substitution.

1.1.5 Applicable Codes: Include, but are not limited to, applicable laws, statutes, regulations, rules, building and other codes,

ordinances, rulings, and lawful orders of all public authorities having jurisdiction over the State, the Contractor, Subcontractors, the

Project, the Work, or the execution of the Work.

1.1.6 Approved Equal: Material, equipment, or method approved by the State for use in the Work, as being acceptable as an

equivalent in essential attributes to the material, equipment, or method specified in the Contract Documents.

1.1.7 Agreement: The written and executed document known as Document 00 52 00, Agreement.

1.1.8 Architect or Engineer: The State, or the State's consultant listed in the Contract Documents as the designer of record

responsible for the preparation and coordination of the Drawings and technical sections of the Project Manual.

1.1.9 Beneficial Occupancy: Occupancy and use by the State of all, or part, or parts, of the Work as selected by the State, prior

to Completion.

1.1.10 Bidder: Any individual, partnership, corporation, association, joint venture, or any combination thereof, submitting

a Bid Form for the Work.

1.1.11 Change Order: A written order issued by the State used to determine adjustments in the Contract based on:

.1 a change in the Work,

.2 the amount of the adjustment in the Contract Sum, and

.3 the extent of the adjustment in the Contract Time.

1.1.12 Claim: An unresolved Dispute arising under or relating to the performance of the Contract which can only be filed after

Acceptance of the Work and the final statement to the Contractor.

1.1.13 Completion: When the entire Work has been performed in accordance with the Contract requirements as delineated in the

Contract Documents and Project Manual. Completion of the Work occurs when the State’s final inspection has been made and all

construction, services and deliverables have been fully executed as determined by the State’s Representative, including but not

limited to completion of all punch-list items and delivery of as-built drawings, operation & maintenance manuals, guaranties,

warranties, spare parts, reports and certifications as noted in the Project Manual, Section 01 77 00.

1.1.14 Contract: The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated

agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The

Contract may be amended or modified by a Change Order. The Contract Documents shall not be construed to create a contractual

relationship of any kind between any persons or entities other than the State and the Contractor.

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1.1.15 Contract Documents: The Contract Documents consist of the Agreement between the State and Contractor, Payment and

Performance Bonds; the Conditions of the Contract, including General, Supplementary and other Conditions; Drawings,

Specifications, Addenda and Change Orders.

1.1.16 Contract Sum: The Contract Sum is stated in the Agreement and, including authorized adjustments by Change Order, is the

total amount payable by the State to the Contractor for performance of the Work under the Contract Documents.

1.1.17 Contract Time: The Contract Time is the period of time, from the Start Date to the date of Completion of the Work,

including authorized adjustments, allotted in the Contract.

1.1.18 Contractor: The individual, partnership, corporation, association, joint venture, or any combination thereof, who has

entered into a contract with the State, identified as such in the Agreement, and referred to throughout the Contract as if singular in

number. The term "Contractor" means the Contractor or the Contractor's representative.

1.1.19 Day: Calendar day, unless otherwise specifically defined.

1.1.20 Department: The Department of General Services, State of California.

1.1.21 Director: The Director of the Department of General Services, State of California, or the Director's designee.

1.1.22 Dispute: A demand during performance of the Work seeking adjustment or interpretation of Contract terms, payment of

money, extension of time or other relief with respect to the terms of the Contract. A Dispute is not a Claim.

1.1.23 Drawings: The graphic and pictorial portions of the Contract Documents, illustrating the design, location and dimensions

of the Work, generally including but not limited to, plans, elevations, sections, details, schedules and diagrams.

1.1.24 Emergency: A sudden, unexpected occurrence that poses a clear and imminent danger, requiring immediate action to

prevent or mitigate the loss or impairment of life, health, property, or essential public services.

1.1.25 General Notes: The written instructions, provisions, conditions or other requirements appearing on the Drawings, and so

identified thereon, which pertain to the performance of the Work.

1.1.26 Guarantee: The Contractor's assurance that the Project complies with the requirements of the Contract Documents.

1.1.27 Official Progress Schedule: The Contractor's baseline schedule and updates accepted by the State.

1.1.28 Or Equal: Refer to Approved Equal.

1.1.29 Owner: The State of California.

1.1.30 Product Data: Illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other

information furnished by the Contractor to illustrate materials or equipment for some portion of the Work.

1.1.31 Project: The total construction of which the Work performed under the Contract may be the whole or a part.

1.1.32 Project Manual: The volume(s) assembled for the Work which includes the Introductory Information, Bidding

Requirements, Contracting Requirements, Specifications, and other information as may be listed in the Project Manual Table of

Contents.

1.1.33 Request for Information (RFI): A written request by the Contractor submitted in a State provided format for information

regarding Project specific issues.

1.1.34 Retention: A percentage of the Contract Sum held back upon completion of the Work, or any portion of the Work, to

cover outstanding liabilities, contingencies, and the like, as specified in the Contract Documents.

1.1.35 Samples: Physical examples which illustrate materials, equipment or workmanship and establish standards by which the

Work will be judged.

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1.1.36 Schedule of Values: A document furnished by the Contractor to the State reflecting the portions of the Contract sum

allotted for the various parts of the Work, and used as the basis for reviewing the Contractor's applications for payment request.

1.1.37 Shop Drawings: Drawings, diagrams, schedules, and other data specially issued for the Work by the Contractor or a

Subcontractor, Sub-subcontractor, and material suppliers to illustrate some portion of the Work.

1.1.38 Specifications: That portion of the Contract Documents consisting of the written requirements for materials, standards,

equipment, construction systems, and standards of workmanship for the Work, and performance of related services.

1.1.39 State: The State of California acting through the Department of General Services.

1.1.40 State Construction Supervisor/Inspector: The person(s) authorized by the State to provide inspection services, field

coordination and quality control during construction.

1.1.41 State Contract Act: The act which is set forth in the California Public Contract Code, Section 10100, et seq.

1.1.42 State's Representative: Person(s) authorized by the State to act on behalf of the State for the Project.

1.1.43 Subcontractor: An individual, partnership, corporation, association, joint venture, or any combination thereof, who has a

direct contract with the Contractor to perform work or labor or render service in or about the Work. The term "Subcontractor" is

referred to as if singular in number and means a Subcontractor or a representative of the Subcontractor. The term "Subcontractor"

shall not include those who supply materials only or a separate contractor or subcontractors of a separate contractor.

1.1.44 Sub-subcontractor: A person or entity who has a direct or indirect contract with a Subcontractor to perform a portion of the

work. The term "Sub-subcontractor" is referred to as if singular in number and means a Sub-subcontractor or a representative of the

Sub-subcontractor.

1.1.45 Not Used

1.1.46 Substitution: A material and/or process offered by the Contractor in lieu of the specified material and/or process, and

accepted by the State in writing as being equivalent (equal) to the specified material and/or process.

1.1.47 Warranty: A Contractor's, manufacturer's or material supplier's assurance that products and services provided meet the

requirements of the Contract Documents.

1.1.48 Work: Construction, services and deliverables required by the Contract Documents and Project Manual, including labor,

materials, equipment, services, and documents provided or to be provided by the Contractor to fulfill the Contractor’s obligations

under the Contract, including but not limited to requirements such as; completion of punch-list items, as-built drawings, operation &

maintenance manuals, guaranties, warranties, spare parts, reports, and certifications.

1.2 EXECUTION, CORRELATION AND INTENT

1.2.1 The Contract will not be binding on the State until appropriately endorsed by the State's legal Representative, in accordance

with Public Contract Code, Section 10220.

1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor is familiar with the methodology under

which the work is to be performed and has correlated personal observations with requirements of the Contract Documents.

1.2.3 The intent of the Contract Documents is to include items necessary for completion of the Work by the Contractor. The

Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Performance by the

Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being

necessary to produce the intended results.

1.2.4 Organization of the Specifications into Groups, Divisions, subgroups, Sections and Articles, and arrangement of Drawings

shall not be the basis that Contractor utilizes in dividing the Work among Subcontractors, nor in establishing the extent of work to be

performed by any trade.

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1.2.5 When standards of the Federal Government, trade societies, or trade associations are referred to in the Contract Documents

by specific date of issue, these shall be considered as part of the Contract Documents. When such references do not bear date of

issue, current published edition at the date of the first Invitation to Bid shall be considered as part of the Contract Documents.

1.2.6 Unless otherwise stated in the Contract Documents, words and terms which have well-known or commonly accepted

technical or construction industry meanings shall be used in the Contract Documents in accordance with such recognized meanings.

1.2.7 Every part of the Work shall be accomplished in workmanship-like manner by workers, laborers, or mechanics specially

skilled in the class of work required. Any person the State may deem incompetent or disorderly shall be promptly removed from the

Project by the Contractor upon written notice from the State, and shall not be re-employed on this Project.

1.3 USE OF THE STATE'S DRAWINGS, PROJECT MANUAL AND OTHER DOCUMENTS: The Drawings, Project

Manual and other documents issued by the State, and copies furnished to the Contractor, are for use solely with respect to this

Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor or material or equipment supplier on

other projects, nor for additions to this Project outside the scope of the Work without the specific written consent of the State. The

Contractor, Subcontractors, Sub-subcontractors and material or equipment suppliers are granted a limited license to use and

reproduce applicable portions of the Drawings, Project Manual and other documents issued by the State appropriate to, and for use

in, the execution of their work under the requirements of the Contract Documents.

1.4 CAPITALIZATION

1.4.1 Terms capitalized in the General Conditions of the Contract for Construction include those which are:

.1 Specifically defined; or

.2 Titles of numbered Articles; or

.3 References to Paragraphs, Subparagraphs and Clauses; or

.4 Titles of other documents.

1.5 CONFLICTS IN THE CONTRACT DOCUMENTS

1.5.1 In the event of conflict in the Contract Documents, the following priorities shall govern:

.1 Addenda shall govern over other Sections of the Contract Documents to the extent specifically noted; subsequent

Addenda shall govern over prior Addenda only to the extent specified.

.2 The General Conditions of the Contract for Construction shall govern over Drawings and Specifications except for

specific modifications stated in the Supplementary Conditions, and except for Addenda.

.3 In case of conflict between the Drawings and the Specifications, the Specifications shall govern unless the

requirement(s) in the Drawings is/are more stringent and/or of higher quality and/or of higher quantity.

.4 In the case of conflict within the Drawings, the following shall govern:

1) Schedules, when identified as such, shall govern over all other portions of the Drawings.

2) Specific notes shall govern over other notes and all other portions of the Drawings, except schedules

described in the preceding Clause.

3) Larger scale Drawings shall govern over smaller scale Drawings.

4) Detail Drawings shall govern over standard plates bound within the Project Manual.

5) Figured or numerical dimensions shall govern over dimensions obtained by scaling.

1.5.2 Omissions: If the Contract Documents are not complete as to any minor detail or required construction system or with

regard to the manner of combining or installing of parts, materials, or equipment, but there exists accepted trade standard for good

and workmanlike construction, such detail shall be deemed to have been implied by the requirements of the Contract Documents in

accordance with such standard.

.1 "Minor Detail” shall include the concept of substantially identical components, where price of each such component

is small even though aggregate cost or importance is substantial, and shall include a single component which is

incidental, even though its cost or importance may be substantial. Quality and quantity of parts or material so

supplied shall conform to trade standards and be compatible with type, composition, strength, size and profile of

parts or materials otherwise set forth in the Contract Documents.

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1.6 REQUESTS FOR INFORMATION, CLARIFICATION OR ADDITIONAL INSTRUCTIONS

1.6.1 Requests for Information (RFI): Should the Contractor discover conflicts, omissions, or errors in the Contract Documents,

or have any questions concerning interpretation or clarification of Contract Documents, the Contractor shall immediately submit to

the State in writing an RFI that complies with the following requirements:

.1 All RFIs, whether by the Contractor, a Subcontractor or supplier at any tier, shall be submitted by the Contractor to

the State.

.2 RFIs shall be numbered sequentially and be presented in the format provided by the State.

.3 The Contractor shall clearly and concisely set forth the single issue for which interpretation or clarification is

sought, indicate Specification Section number, article and subarticle numbers, and Contract Drawing number, and

detail, or other item involved, and state why a response is required from the State.

.4 The Contractor shall set forth its own interpretation or understanding of the requirements, along with reasons why it

has reached such an understanding in each RFI.

.5 RFIs shall be submitted in a timely manner in order that they may be adequately researched and answered before the

response affects any critical activity of the Work.

.6 The State will review all RFIs to determine whether they are truly RFIs within the meaning of the term as defined in

Paragraphs 1.1.33 and 1.6.1. RFI’s which are determined to be not within the meaning of the term and/or RFIs

where answers can readily be found in the Drawings and Project Manuals shall be deemed to be superfluous and the

cost for reviewing these RFIs will be back-charged to the Contractor.

.7 Responses to RFIs will be made within 14 days unless the State notifies the Contractor in writing that a response

will take longer. The 14 days will begin when the RFI is received and dated by the State. Should the State respond

sooner, the Contractor shall not assume that a new timeline has been established. Delays in the progress of the Work

due to late submittal of RFIs by the Contractor are solely the responsibility of the Contractor.

.8 Responses from the State will not change any requirement of the Contract unless so noted by the State in the

response to the RFI.

.9 Should the Contractor believe that a response to an RFI causes a change to the requirements of the Contract, the

Contractor shall, before proceeding, give written notice to the State, indicating that the Contractor considers the

State's response to the RFI to be a Change Order. An RFI will not be considered to be automatically a notice for a

Change Order. The Contractor shall give separate written notice within 7 days of receipt of the State's response to

the RFI. If the Contractor fails to give notice within 7 days or prior to commencement of the change, the Contractor

shall forfeit the right to seek additional time or cost under Article 6.

1.6.2 Additional Detailed Instructions: The State may furnish additional detailed written and/or graphic instructions to further

explain the work, and such instructions shall be a part of the Contract requirements. Should additional detailed instructions, in the

opinion of the Contractor, constitute work in excess of the scope of the Work, the Contractor shall submit written notice to the State

within 14 days following receipt of such instructions, and in any event prior to commencement of the work thereon. The State will

then consider the notice; and, if in the State's judgment it is justified, the State's instructions will be revised or the extra work

authorized in accordance with the provisions of Article 6.

ARTICLE 2 - ADMINISTRATION OF THE CONTRACT

2.1 INFORMATION AND/OR SERVICES REQUIRED OF THE STATE

2.1.1 Information and/or services under the State's control shall be furnished by the State within a mutually agreed upon response

time so as to avoid delay in the orderly progress of the Work.

2.1.2 The Contractor will be furnished Drawings and Project Manuals as specified in the Contract Documents.

2.2 ADMINISTRATION OF THE CONTRACT

2.2.1 The State will provide administration of the Contract as described in the Contract Documents during construction, until

final payment is due and during the correction period described in Paragraph 12.2 and throughout the guarantee period.

2.2.2 The State will visit the Project site appropriate to the stage of construction to become familiar with the progress and quality

of the completed work and to determine if the Work is in accordance with the Contract Documents.

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October 2011 Edition 00 72 00 - 6

2.2.3 Unless so specified in the Contract Documents, the State will not have control over construction means, methods,

techniques, sequences or procedures, or safety precautions and programs in connection with the Work. The State will not be

responsible for the Contractor's failure to carry out the Work in accordance with the requirements of the Contract Documents. The

State will not be responsible for acts, errors, or omissions of the Contractor, a Subcontractor, or anyone directly or indirectly

employed by any of them, or of any other persons performing portions of the Work.

2.2.4 Communications Facilitating Contract Administration: Communications by and with the State's consultants shall be

through the State. Communications by and with Subcontractors, Sub-subcontractors and material suppliers shall be through the

Contractor. Communications by and with separate contractors shall be through the State.

2.2.5 If the State observes work that appears to not comply with the requirements of the Contract Documents, the State will have

the authority to reject the Work. Whenever the State considers it necessary or advisable for implementation of the intent of the

Contract Documents, the State will require additional inspection or testing of the Work, in accordance with Subparagraphs 3.13.2

and 3.13.3, whether or not such work is fabricated, installed or completed.

2.2.6 The State will review and take action upon the Contractor's submitted Shop Drawings, Product Data and Samples, but only

for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract

Documents. Review of submittals is not conducted for the purpose of determining the accuracy and completeness of other details,

such as dimensions and quantities, nor for substantiating instructions for installation or performance of equipment or systems, which

remain the responsibility of the Contractor.

2.2.7 Substitutions and Approved Equals: Alternative material(s), article(s), or equipment that are of equal quality and of

required characteristics for the purpose intended may be proposed by the Contractor. The State will examine proposed alternatives

for compliance with the Contract Documents. The proposed material(s), article(s), or equipment, will be reviewed for comparative

quality, suitability, and performance against the product(s) specified in the Contract Documents. Refer to Subparagraph 3.12.10, for

Substitution procedures. If Contractor’s substitution is accepted, the Contractor shall be responsible for the costs of any changes

resulting from the substitution, including, but not limited to redesign costs of the Project.

2.2.8 The State will conduct inspections to determine the Contractor’s compliance with the Contract Documents and the date of

Completion; will receive, for review and record, written warranties and related documents required by the Contract Documents and

assembled by the Contractor; and will issue a final Payment Authorization upon compliance with the requirements of the Contract

Documents and Acceptance of the Work.

2.3 BREACHES, DEFAULTS AND TERMINATION FOR CAUSE

2.3.1 If the Director deems that the Contractor has failed to supply an adequate working force, or material of proper quality, or

has failed to comply with Public Contract Code Section 10262, or has failed in any other respect to prosecute the Work with the

diligence and force specified by the Contract, the Director may:

.1 after written notice of at least 5 days to the Contractor, specifying the defaults to be remedied, provide any such

labor or materials and deduct the cost from any money due or to become due to the Contractor under the Contract; or

.2 if the Director considers that the failure is sufficient ground for such action, the Director may give written notice of

at least 5 days to the Contractor and the Contractor's sureties, that if the defaults are not remedied, the Contractor's

control over the Work will be terminated.

2.3.2 Should the State exercise its rights to terminate as noted in Subparagraph 2.3.1, the State may, without prejudice to any

other rights or remedies of the State and subject to any prior rights of the Surety:

.1 terminate employment of the Contractor;

.2 take possession of the Project site, materials, equipment, tools, appliances, and construction equipment and

machinery owned by the Contractor;

.3 accept assignment of Subcontractor Agreements pursuant to Paragraph 4.4; and/or

.4 finish the Work by whatever method(s) the State may deem expeditious and appropriate.

2.3.3 When the State terminates the Contract for reasons provided in Subparagraph 2.3.1, the Contractor shall not be entitled to

receive any further payment until Completion of the Work. If the costs incurred by the State because of termination under

Subparagraph 2.3.1 exceed the unpaid balance, the Contractor shall pay the difference to the State.

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October 2011 Edition 00 72 00 - 7

2.4 TERMINATION FOR THE STATE'S CONVENIENCE

2.4.1 The State reserves the right to terminate this Contract or any part thereof, due to an Act of God or for its sole convenience.

In the event of such termination, the Contractor shall immediately stop hereunder and shall immediately cause its Subcontractors,

Sub-subcontractors and material suppliers at any tier, to immediately stop work, leaving the site in a safe and secured condition. The

Contractor shall not be paid for any work performed or costs incurred after the termination date that could have been avoided.

2.4.2 The Contractor shall be paid in accordance with the provisions of Article 8; except that the amount due the Contractor

shall be based upon the State's final estimate of the Work completed, or acceptable materials furnished but not used, to the date

of suspension of the Work, less any amounts required to be withheld pursuant to Article 8, and less any prior payment(s) made

to, or on the account of the Contractor.

2.5 SUSPENSION BY THE STATE FOR CONVENIENCE

2.5.1 The State may, by written notice, order the Contractor to suspend, delay or interrupt the Work, in whole or in part, for such

period of time as the State may determine.

2.5.2 An adjustment may be claimed by the Contractor in accordance with Article 6 and Article 7 for changes in the Work,

caused by a suspension, delay or interruption. No adjustment will be made to the extent:

.1 that Contractor’s performance of the Work, is, was or would have been so suspended, delayed or interrupted by

another cause for which the Contractor is responsible; or

.2 that an equitable adjustment is made or denied under another provision of the Contract.

ARTICLE 3 - CONTRACTOR

3.1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY THE CONTRACTOR

3.1.1 The Contractor shall carefully study and compare the Contract Documents with each other and shall report to the State, in

writing, any errors, inconsistencies or omissions discovered. If the Contractor performs any work knowing it involves a recognized

error, inconsistency or omission in the Contract Documents, without such notice to the State the Contractor shall assume

responsibility for such performance and shall bear the cost for correction.

3.1.2 The Contractor shall take field measurements and verify field conditions and shall compare such field measurements,

conditions and other related information known to the Contractor with the Contract Documents before proceeding.

3.1.3 The Contractor shall promptly, and before such conditions are disturbed, notify the State in writing of:

.1 subsurface or latent physical conditions at the site differing materially from those indicated, or

.2 unknown physical conditions at the site of an unusual nature, differing materially from those ordinarily encountered

and generally recognized as inherent in work of the character provided for in this Contract.

.3 Hazardous materials.

3.1.4 The State will promptly investigate the conditions, and if the State finds that such conditions do materially so differ and

cause an increase or decrease in the Contractor's cost of, or the time required for, performance of any part of the Work, whether or

not changed as a result of such conditions, a Change Order will be issued in accordance with Article 6.

3.2 SUPERVISION AND CONSTRUCTION PROCEDURES

3.2.1 The Contractor shall supervise and direct the Work. The Contractor shall be responsible for, and have control over,

construction means, methods, techniques, sequences, procedures, safety precautions and programs in connection with the Work, and

for coordinating the Work under the Contract; unless otherwise noted or specified in the Contract Documents.

3.2.2 The Contractor shall be responsible to the State for acts and omissions of the Contractor's employees, Subcontractors, Sub-

subcontractors or material suppliers and their agents and employees, and other persons performing portions of the Work under a

contract with the Contractor.

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.1 Subcontractor Responsibility: The Contractor shall be responsible for the actions or inaction of Subcontractors,

Sub-subcontractors or material suppliers, at all tiers, regardless of whether they are a Disabled Veterans Business

Enterprise (DVBE) firm or are stipulated suppliers or sole sourced. No claim, request for equitable adjustment or

Change Order request shall be submitted to the State for any action of any Subcontractor, Sub-subcontractor or

material supplier, at any tier, unless the Contractor can demonstrate that the State is the proximate cause of the

change or delay alleged in such request. The State will not accept any responsibility or liability for any action or

inaction of any Subcontractor, Sub-subcontractor or material supplier, at any tier, except to the extent that the State

is the proximate cause of the change or delay.

3.2.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents, either

by activities or duties of the State, the State's administration of the Contract, or by tests, inspections or approvals required or

performed by persons other than the Contractor.

3.2.4 The Contractor shall be responsible for inspections of portions of the Work already completed under the Contract to

determine that such portions are in proper condition to receive subsequent work. If the Contractor determines that some work

performed on the Project does not comply with the requirements of the Contract Documents, the Contractor shall repair or replace

such defective work at the Contractor's sole expense.

3.2.5 Until Acceptance of the Work, the Contractor shall have the charge and care thereof, and shall bear risk of injury or damage

to any part of the Work by action of the elements (except for an Act of God, or natural disaster as proclaimed by the State or Federal

Government), or from any other reason except for such damages as are directly caused by acts of the Federal or State Government

and the public enemy, except as provided in Paragraph 8.5.

3.3 LABOR AND MATERIALS

3.3.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for labor, materials, equipment,

tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for

proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be

incorporated in the Work. Materials, articles and equipment furnished by the Contractor for incorporation into the Work shall be

new unless otherwise specified in the Contract Documents.

3.3.2 Hours of Labor: Workers are limited and restricted to 8 hours during any one calendar day, and 40 hours during any one

calendar week except that pursuant to Labor Code Section 1815, any work performed in excess of 8 hours per day and 40 hours

during any one week, shall be permitted upon compensation for hours worked in excess of 8 hours per day at not less than 1-1/2

times the basic rate of pay. The Contractor shall pay the State $25 as a penalty for each worker for each calendar day worked in

violation of the above limitations and restrictions.

3.3.3 Prevailing Wage: The Contractor shall comply with Labor Code, Section 1774 and 1775. Pursuant to Section 1774, the

Contractor and any subcontractors, regardless of tier, shall pay not less than the specified prevailing wage rates to all workers

employed in the execution of the Contract. In accordance with Section 1775, the Contractor and any subcontractor under the

Contractor shall forfeit to the State not more than $50 for each calendar day, or portion thereof, for each worker paid less than the

prevailing wage rates for the work or craft, in which the worker is employed for any work executed under the Contract by the

Contractor or by any subcontractor in violation of the provisions of the Labor Code; and, in particular, Labor Code, Sections 1770 to

1780, inclusive. In addition to such forfeiture, the difference between such stipulated prevailing wage rates and the amount paid to

each worker for each day, or portion thereof, shall be paid to each underpaid worker by the Contractor or subcontractor. This

provision shall not apply to properly registered apprentices.

.1 Pursuant to Labor Code, Section 1770, the Director of the Department of Industrial Relations has ascertained the

general prevailing rate of per diem wages and a general prevailing rate for legal holiday and overtime work for each

craft required for execution of the Contract. The Contractor shall obtain copies of the prevailing rate of per diem

wages from the Department of Industrial Relations, Division of Labor Statistics & Research, PO Box 420603, San

Francisco, CA 94142-0603, (415) 703-4780; or wage rates may be accessed on the internet at

http://www.dir.ca.gov/DLSR/statistics_research.html

.The Contractor is responsible to read, understand and comply

with all the guidelines, including the fine print in the prevailing wage determinations; and shall post a copy of the

prevailing wage rates, specific to the Project, at the Project site.

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October 2011 Edition 00 72 00 - 9

.2 Wage rates set forth are the minimum that may be paid by the Contractor. Nothing herein shall be construed as

preventing the Contractor from paying more than the minimum rates set. No extra compensation will be allowed by

the State due to the inability of the Contractor to hire labor at minimum rates, nor for necessity for payment by the

Contractor of subsistence, travel time, overtime, or other added compensations, all of which possibilities are

elements to be considered and ascertained to the Contractor's own satisfaction in preparing the Bid Form.

.3 If it becomes necessary to employ crafts other than those listed in the General Prevailing Wage Rate booklet, the

Contractor shall contact the Division of Labor Statistics and Research as noted above. The rates thus determined

shall be applicable as minimum for the contract and incorporated in the bid. When the wage determination shows an

expiration date (noted by a double asterisk**), to expire during the term of the contract, the Contractor must call or

write the DIR to obtain the new rates and incorporate them in the bid to be applicable for the term of the contract.

.4 The Contractor and each subcontractor, regardless of tier, shall keep an accurate payroll record showing the names,

addresses, social security numbers, work classifications, straight time and overtime hours worked each day and

week, and the actual per diem wages paid to each journeyman, apprentice, worker, or other employee employed by

the Contractor and/or subcontractor in connection with the Work. Payroll records shall be certified and shall be on

forms provided by the Division of Labor Standards Enforcement, or shall contain the same information as those

forms. The Contractor's and subcontractor's certified payroll records for each employee shall be submitted with each

payment request, covering the period of the payment request.

3.3.4 Travel and Subsistence Payments: The Contractor shall pay travel and subsistence payments to persons required to execute

the Work as such travel and subsistence payments are defined in applicable collective bargaining agreements filed with the

Department of Industrial Relations, pursuant to Labor Code, Sections 1773.1 and 1773.9.

3.3.5 Apprentices: Properly registered apprentices may be employed in the execution of the Work. Every apprentice shall be

paid the standard wage paid to apprentices under the regulations of the craft or trade at which the apprentice is employed, and shall

be employed only at the work of the craft or trade to which the apprentice is registered. The Contractor and each Subcontractor shall

comply with the requirements of Labor Code, Section 1777.5, and any related regulations regarding the employment of registered

apprentices.

3.4 NONDISCRIMINATION CLAUSE

3.4.1 Definitions: As they pertain to the Standard California Nondiscrimination Construction Contract Specifications:

.1 Administrator: The Administrator, Office of Compliance Programs (OCP), California Department of Fair

Employment and Housing (DFEH), or any person to whom the Administrator delegates authority.

.2 Minority includes:

1) Black (all persons having primary origins in any of the Black racial groups of Africa, but not of Hispanic

origin); or

2) Hispanic (all persons of primary culture or origin in Mexico, Puerto Rico, Cuba, Central or South America,

or other Spanish derived culture or origin regardless of race); or

3) Asian/Pacific Islander (all persons having primary origins in any of the original peoples of the Far East,

Southeast Asia, the Indian Subcontinent or the Pacific Islands); or

4) American Indian/Alaskan Native (all persons having primary origins in any of the original peoples of North

America and who maintain culture identification through tribal affiliation or community recognition).

3.4.2 Whenever the Contractor or any Subcontractor subcontracts a portion of the Work, it shall physically include in each

subcontract of $5,000 or more, the Nondiscrimination Clause in the Contract directly or through incorporation by reference. Any

subcontract for work involving a construction trade shall also include the Standard California Construction Contract Specifications,

either directly or through incorporation by reference.

3.4.3 The Contractor shall implement the specific nondiscrimination standards provided in Clauses 3.4.6.1 through 3.4.6.5.

3.4.4 Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a

collective bargaining agreement, to refer either minorities and/or women shall excuse the Contractor's obligations under these

specifications, Government Code, Section 12990, or the regulations promulgated pursuant thereto.

3.4.5 In order for the nonworking training hours of apprentices and trainees to be counted, such apprentices and trainees shall be

employed by the Contractor during the training period, and the Contractor shall have made a commitment to employ the apprentices

and trainees upon the completion of their training, subject to the availability of employment opportunities. Trainees shall be

trained

pursuant to training programs approved by the U.S. Department of Labor or the California Department of Industrial Relations.

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October 2011 Edition 00 72 00 - 10

3.4.6 The Contractor shall take specific actions to implement the Contractor's nondiscrimination program. The evaluation of the

Contractor's compliance with these specifications shall be based upon the Contractor's effort to achieve maximum results from the

Contractor's actions. The Contractor shall be able to demonstrate fully the Contractor's efforts under Steps .1 through .5 below:

.1 Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites and at all

facilities at which the Contractor's employees are assigned to work. The Contractor, whenever possible, shall assign

two or more women to each construction project. The Contractor shall specifically ensure that all leadpersons,

superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligations to

maintain such a working environment, with specific attention to minority and/or female individuals working at such

sites or in such facilities.

.2 Provide written notification within 7 days to the Director of DFEH when the union(s) with which the Contractor has

a collective bargaining agreement(s) has not referred to the Contractor a minority person and/or woman sent by the

Contractor, or when the Contractor has other information that the union(s) referral process has impeded the

Contractor's efforts to meet the Contractor's obligations.

.3 Disseminate the Contractor's equal employment opportunity policy by providing notice of the policy to unions and

training, recruitment and outreach programs and requesting their cooperation in assisting the Contractor to meet the

Contractor's obligations; and by posting the company policy on bulletin boards accessible to all employees at each

location where construction work is performed.

.4 Ensure all personnel making management and employment decisions regarding hiring, assignment, layoff,

termination, conditions of work, training, rates of pay or other employment decisions, including all supervisory

personnel, superintendents, general leadpersons, on-site leadpersons, etc., are aware of the Contractor's equal

employment opportunity policy and obligations, and discharge their responsibilities accordingly.

.5 Ensure that seniority practices, job classifications, work assignments and other personnel practices, do not have a

discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the

equal employment opportunity policy and the Contractor's obligations under these specifications are being carried

out.

3.4.7 Contractors are encouraged to participate in voluntary associations which assist in fulfilling their equal employment

opportunity obligations. The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group

of which the Contractor is a member and participant, may be asserted as fulfilling any one or more of the Contractor's obligations

under these specifications provided that the Contractor actively participates in the group, makes every effort to assure that the group

has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program

are reflected in the Contractor's minority and female work-force participation, and can provide access to documentation which

demonstrates the effectiveness of actions taken on behalf of the Contractor. It is the Contractor's obligation to comply.

3.4.8 The Contractor is required to provide equal employment opportunity for all minority groups, both male and female, and all

women, both minority and nonminority. Consequently, the Contractor may be in violation of the Fair Employment and Housing Act

(Government Code, Section 12990 et seq.) if a particular group is employed in a substantially disparate manner.

3.4.9 Establishment and implementation of a bona fide affirmative action plan pursuant to Section 8104(b) of Title 2, California

Code of Regulations (CCR), shall create a rebuttable presumption that the Contractor is in compliance with the requirements of

Government Code, Section 12990, and its implementing regulations.

3.4.10 The Contractor shall not use the nondiscrimination standards to discriminate, harass or allow harassment against any person

because of race, color, religion, sex, national origin, ancestry, physical disability (including HIV and AIDS), mental disability,

medical condition (cancer), marital status, or age over 40, denial of family and denial of family care leave.

3.4.11 The Contractor shall not enter into any subcontract with any person or firm decertified from State contracts pursuant to

Government Code, Section 12990.

3.4.12 The Contractor shall carry out such sanctions and penalties for violation of these specifications and the Nondiscrimination

Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to

Government Code, Section 12990 and its implementing regulations by the awarding agency. Any Contractor who fails to carry out

such sanctions and penalties shall be in violation of these specifications and Government Code, Section 12990.

3.4.13 The Contractor shall designate a responsible official to monitor all employment-related activity to ensure that the company's

equal employment opportunity policy is being carried out, to submit reports relating to the provisions herein as may be required by OCP,

and to keep records. Records shall at least include for each employee the name, address, telephone number, construction trade, union

affiliation, if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice

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October 2011 Edition 00 72 00 - 11

trainee, helper or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which

the work is performed. Records shall be maintained in any easily understandable and retrievable form; however, to the degree that

existing records satisfy this requirement, the Contractor shall not be required to maintain separate records.

3.5 GUARANTEE

3.5.1 The Contractor unconditionally guarantees the Work will be completed in accordance with the requirements of the Contract

Documents, and will remain free of defects in workmanship and materials for a period of 1 year from the date of Completion of the

Work of the Project, unless a longer guarantee period is specifically called for in the Contract Documents. The Contractor shall

repair or replace work, or adjacent work, or both, that may have been damaged or displaced, which was not in accordance with the

requirements of the Contract Documents, or that may be defective in its workmanship or material within the guarantee period

specified in the Contract Documents, without any expense whatsoever to the State; ordinary wear and tear and abuse excepted.

3.5.2 The Contractor further agrees, within 14 days after being notified in writing by the State, of work not in accordance with

the requirements of the Contract Documents or defects in the Work, that the Contractor shall commence and execute, with due

diligence, work necessary to fulfill the terms of the guarantee. If the State finds that the Contractor fails to perform the work under

the guarantee, the State will proceed to have the work completed at the Contractor's expense and the Contractor will pay costs of the

work upon demand. The State will be entitled to all costs, including attorney's fees necessarily incurred upon the Contractor's

refusal to pay the above costs.

3.5.3 Notwithstanding the foregoing Subparagraph, in the event of an emergency constituting an immediate hazard to health or

safety of State employees, property, or licensees, the State may undertake, at the Contractor's expense and without prior notice, work

necessary to correct such hazardous condition(s) when it is caused by work of the Contractor not being in accordance with the

requirements of the Contract Documents.

3.6 TAXES: The Contractor shall pay all applicable taxes for the Work, or portions thereof provided by the Contractor, which

were legally enacted as of the bid date, whether or not yet effective or merely scheduled to go into effect.

3.7 PERMITS, FEES AND NOTICES

3.7.1 The Contractor shall secure and pay for required permits, governmental fees, licenses and inspections necessary to

complete the Work, unless otherwise provided in the Contract Documents.

3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of

public authorities bearing on the performance of the Work.

3.7.3 If the Contractor observes that portions of the Contract Documents are at variance with applicable laws, statutes,

ordinances, building codes, and rules and regulations, the Contractor shall promptly notify the State in writing. If the Contractor

performs work known to be contrary, or should have known to be contrary to laws, statutes, ordinances, building codes, and rules

and regulations without prior notice to the State, the Contractor shall assume full responsibility for the Work and shall bear the

attributable costs.

3.7.4 The Contractor is not subject to municipal, county, or district laws, rules, or regulations pertaining to building permits or

regulating the design or construction of buildings upon State property, except as specified in the Contract Documents.

3.7.5 The Contractor may be subject to federal, state, municipal, county, local or district laws, rules, or regulations pertaining to

off-site work, such as utility connections, fire protection systems and encroachment upon federal, state, private, city or county

property, including, but not limited to storm water pollution prevention plans.

3.7.6 All construction work shall comply with the California Code of Regulations, Title 24, California Building Standards Code

(CBSC), and other Applicable Codes, current edition, as of the bid date or as specified in the Specifications.

3.8 ALLOWANCES: The Contractor shall include in the Contract Sum, Allowances in accordance with the requirements of

the Specifications, Division 01.

3.9 SUPERINTENDENT

3.9.1 The Contractor shall employ a competent Superintendent and assistants who shall be in attendance at theProject site during

performance of the Work. The Superintendent, or the Contractor’s duly appointed representative, shall be the person in charge of

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October 2011 Edition 00 72 00 - 12

the construction of the Work and shall represent the Contractor. Communications given to the Superintendent shall be as binding as

if given directly to the Contractor. All communications shall be confirmed in writing by the Contractor. Should the State deem the

Superintendent to be incompetent, the State has the authority to request the Contractor to replace this person.

3.9.2 Should the Contractor decide to replace the Superintendent, the Contractor shall notify the State in writing, no fewer than 14

calendar days prior to the replacement. The Contractor shall submit the name and resume of the new Superintendent with the letter.

3.9.3 At any other time when the Superintendent is absent from the Project site because no Work is being performed, the

Superintendent shall nevertheless keep the State advised of the Superintendent's whereabouts so that the Superintendent may readily

be reached and available for consultation at the Project site at any time.

3.10 CONTRACTOR'S PROGRESS SCHEDULE

3.10.1 Within the time frame specified in the specifications and prior to the first payment request, the Contractor shall submit to

the State a Progress Schedule, including submittal schedules, prepared in accordance with the Specifications, Division 01. The

Progress Schedule shall show the order in which the Contractor proposes to execute the Work, dates on which the Contractor will

start each major subdivision of the Work, and projected dates of completion of each such subdivision in accordance with the

requirements of the Contract Documents. The Contractor shall submit adjusted Progress Schedules, including submittal schedules,

to reflect changed conditions in accordance with the requirements of the Contract Documents with each payment request.

3.10.2 The Contractor shall, unless otherwise specified in the Contract Documents, or directed by the State in writing, show in the

schedule that physical construction of the Work will start within 10 calendar days of the start date stipulated in the Notice to

Proceed, and show execution to Completion, in accordance with the specified schedule, subject to adjustment in accordance with the

requirements of the Contract Documents.

3.10.3 The Contractor shall provide an adequate work force, materials of proper quality, and equipment to properly execute the

Work and to ensure completion of each part in accordance with the Progress Schedule and within the Contract Time specified.

3.10.4 The Contractor shall submit to the State a Schedule of Values consistent with the Progress Schedule and Article 8. The

Schedule of Values will be used as a basis for payment in accordance with Article 8.

3.10.5 The State's review and acceptance of the Progress Schedule is for compliance with the requirements of the Contract

Documents only. Review and acceptance by the State of the Progress Schedule does not mean approval and does not relieve the

Contractor of any of the Contractor's responsibility for the accuracy or feasibility of the Progress Schedule, or of the Contractor's

ability to meet the interim Project milestone dates and the date of Completion. The State's review and acceptance does not expressly

or impliedly warrant, acknowledge or admit the reasonableness of the logic, durations, manpower or equipment loading of the

Progress Schedule.

3.11 DOCUMENTS AND SAMPLES AT THE PROJECT SITE

3.11.1 The Contractor shall maintain at the Project site one record copy of the Drawings, Project Manual, Addenda, Change

Orders and other modifications, in good order and marked currently to record changes and selections made during construction; and

in addition, Shop Drawings, Product Data, Samples and similar required submittals. These shall be available to the State and shall

be delivered to the State upon completion of the Work.

3.11.2 Daily Records Clause: The Contractor shall prepare and maintain daily inspection records to document the progress of the

Work on a daily basis. Daily Records shall include a daily accounting of labor and equipment on the site for the Contractor and

Subcontractors, at any tier. Daily Records shall make a clear distinction between work being performed under Change Order, base

scope work, and/or disputed work. Daily Records shall be copied and provided to the State at the end of every week, unless

otherwise agreed to in writing.

3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES (SUBMITTALS)

3.12.1 Shop Drawings, Product Data, Samples and similar submittals are not Contract Documents. Their purpose is to

demonstrate those portions of the work for which submittals are required and the way the Contractor proposes to conform to the

information given and the design concept expressed in the Contract Documents. Review by the State is subject to the limitations of

Subparagraph 2.2.6.

3.12.2 The Contractor shall review, approve and submit to the State Shop Drawings, Product Data, Samples and similar submittals

required by the Contract Documents within the number of days set forth in the Specifications, Division 01; except finishes which

shall be submitted in a sequence so as to cause no delay in the progress of the Work or in the activities of the State or separate

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October 2011 Edition 00 72 00 - 13

contractors. Submittals that are not required by the Contract Documents may be returned to the Contractor without action.

3.12.3 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data,

Samples or similar submittals until the respective submittal has been reviewed by the State. Such work shall be in accordance with

reviewed submittals.

3.12.4 By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor

has determined and verified materials, field measurements and related field construction criteria, and has checked and coordinated

the information contained within the submittal(s) with the requirements of the Contract Documents.

3.12.5 The Contractor shall not be relieved of the responsibility for any deviation from the requirements of the Contract

Documents by the State's review of submittals unless the Contractor has specifically informed the State, in writing, or as directed by

the State, of such deviation at the time of submittal, and the State has given written consent to the specific deviation. The State's

review shall not relieve the Contractor of responsibility for errors or omissions in submittals. Any resulting cost increase due to such

a deviation shall be the sole responsibility of the Contractor.

3.12.6 The Contractor shall respond per requirements of the Contract Documents, in writing or on resubmitted submittals, to

revisions other than those requested by the State on previous submittals. After the second resubmittal of a specific item, that is still

not accepted, the Contractor will be charged all costs of submittal review. The charges will be deducted from the Contract Sum.

3.12.7 Informational submittals on which the State is not expected to take action, may be identified in the Contract Documents.

3.12.8 When professional certification of performance criteria of materials, systems or equipment is required by the Contract

Documents, the State will be entitled to rely upon the accuracy and completeness of such calculations and certifications.

3.12.9 When descriptive catalog designations, including manufacturer's name, product brand name, or model number(s) are

referred to in the Contract Documents, such designations shall be considered as being those found in industry publications of current

issue at date of first Invitation to Bid.

3.12.10 Substitutions and Approved Equals: Alternative material(s), article(s), or equipment that are of equal quality and of

required characteristics for the purpose intended may be proposed by the Contractor for use in the Work, provided the Contractor

complies with the Specifications, Division 01, and the following requirements:

.1 The Contractor shall submit a proposal for the alternative material(s), article(s), or equipment, in writing, within 35

days after Contract start date stated in the Notice to Proceed. In exceptional cases where the best interests of the

State so require, the State may give written consent to a submittal or resubmittal received after expiration of the time

limit designated.

.2 The proposal will not be considered unless the submittal is accompanied by complete information and descriptive

data necessary to determine equality of offered material(s), article(s), or equipment. Samples shall be provided

when requested by the State. Burden of proof as to comparative quality, suitability, and performance of offered

material(s), article(s), or equipment shall be upon the Contractor. The State will be the sole judge as to such matters.

In the event the State rejects the use of such alternative(s) submitted, then one of the particular products originally

specified in the Contract Documents shall be furnished.

.3 If mechanical, electrical, structural, or other changes are required for installation, fit of alternative materials, articles,

or equipment, or because of deviations from Contract Drawings and Specifications, such changes shall not be made

without consent of the State, and shall be made without additional cost to the State.

3.13 TESTS AND INSPECTIONS

3.13.1 The Contractor shall at all times permit the State, its agents, officers, and employees to visit the Project site and inspect the

Work, including shops where work is in preparation. This obligation shall include maintaining proper facilities and safe access for

such inspection. Including, but not limited to providing lifts, ladders, scaffolds, platforms and paths of travel. When the Contract

Documents require a portion of the Work to be tested, such portion of work shall not be covered up until inspected and approved by

the State. The Contractor shall be solely responsible for notifying the State where and when the work is ready for inspection and

testing. Should any work be covered without the required testing and approval, such work shall be uncovered and recovered at the

Contractor's expense. Whenever the Contractor intends to perform work on Saturday, Sunday, or a legal holiday, the Contractor

shall give written notice to the State of such intention at least 48 hours prior to performing the Work, so that the State may make

necessary arrangements.

3.13.2 If the State determines that portions of the Work require additional testing, inspection or approval not included in the

Contract Documents, the State will instruct the Contractor, in writing, to make arrangements for additional testing, inspection or

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October 2011 Edition 00 72 00 - 14

approval by an entity acceptable to the State, and the Contractor shall give 48 hours written notice to the State of where and when

tests and inspections will be conducted so that the State may observe the procedures. The State will bear the costs except as

provided in Subparagraph 3.13.3.

3.13.3 If procedures for testing, inspection or approval under Subparagraphs 3.13.1 and 3.13.2 reveal failure of a portion(s) of the

Work to comply with the Contract Documents, the Contractor shall bear all costs made necessary by such failure(s) including those

of repeated procedures and compensation for the State's services and expenses.

3.13.4 Required certificates of testing, inspection or approval shall, unless otherwise required by the Contract Documents, be

secured by the Contractor and delivered to the State within 14 days after each test.

3.14 USE OF PROJECT SITE

3.14.1 The Contractor shall confine operations at the Project site to areas permitted by law, ordinances, permits and the Contract

Documents.

3.14.2 The Contractor shall perform no operations of any nature on or beyond the limits of Work or premises, except as such

operations are authorized in the Contract Documents, or authorized by the State.

3.14.3 The Contractor shall ensure the limits of Work to be free of graffiti or other similar defacements during the time of the

Contract; if such defacement occurs, then the Contractor shall properly remove, repair, or correct the affected area(s), or as

otherwise directed by the State. The Contractor shall protect exposed surfaces within the limits of Work, with anti-graffiti coatings,

and maintain such protection continuously effective during the time of the Contract.

3.14.4 Prohibitions: Pursuant to Subparagraph 3.2.2., the use of alcohol and tobacco products, and the use or possession of

weapons, or illegal controlled substances by the Contractor, or others under the Contractor's control, on State property is not

allowed. Residing on site in temporary facilities by the Contractor, or others under the Contractor's control, is not allowed unless

otherwise specified in the Specifications, Division 01.

3.15 CUTTING AND PATCHING

3.15.1 The Contractor shall be responsible for cutting, fitting or patching as required to complete the Work.

3.15.2 The Contractor shall not damage nor endanger the Work by cutting, patching or otherwise altering the construction, and

shall not cut nor otherwise alter the construction without prior written consent of the State.

3.16 CLEANING UP

3.16.1 The Contractor shall keep the Project site and surrounding areas free from waste materials and/or rubbish caused by

operations under the Contract and at other times when directed by the State. At all times while finish work is being accomplished,

floors shall be kept clean, free of dust, construction debris and trash. Upon completion of the Work, the Contractor shall remove

from the Project site the Contractor's tools, construction equipment, machinery, and any waste materials not previously disposed of,

leaving the Project site thoroughly clean, and ready for the State's final inspection.

3.16.2 If the Contractor fails to clean up as provided in the Contract Documents, the State may do so and charge the cost thereof to

the Contractor.

3.17 ACCESS TO WORK: The Contractor shall provide the State continuous and safe access to the Work. Including, but not

limited to providing lifts, ladders, scaffolds, platforms and paths of travel.

3.18 ROYALTIES AND PATENTS: The Contractor shall pay royalties and license fees. The Contractor shall defend suits or

claims for infringement of patent rights and hold the State harmless.

3.19 INDEMNIFICATION

3.19.1 Duty To Defend: To the fullest extent permitted by law, the Contractor shall defend the State and any officer or employee

of the State from and against suits filed against the State alleging claims, (including costs of attorneys fees) by reason of liability

imposed by law and claims, including but not limited to, claims of personal injury, death, damage to property and loss of use thereof,

or any claims arising out of the Contractor's performance of the Contract, or damages of other relief based on allegations of the

failure of the Contractor, or the Contractor’s Subcontractors to properly perform their obligations under the Contract, of the

Contractor's violations of any legal duties, even if the allegations of any suit are groundless, false or fraudulent, and the Contractor

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October 2011 Edition 00 72 00 - 15

may make such investigation and settlement of any suit as the Contractor deems expedient. This duty to defend is separate and

independent from the Contractor's duty to indemnify and hold harmless the State from such claims. Any failure to fulfill this

obligation shall be a default of the Contractor's performance obligations under the Contract.

3.19.2 Duty to Indemnify: To the fullest extent permitted by the law, the Contractor shall hold harmless and indemnify the State

and any officer or employee of the State from and against claims, losses and expenses (including costs of attorneys fees)

by reason of liability imposed by law for claims, including but not limited to, claims of personal injury, death, damage to property

and loss of use thereof, or any claims arising out of the Contractor's performance of the Contract, or damages or other

relief based on allegations of the failure of the Contractor, or the Contractor’s Subcontractors to properly perform their obligations

under the Contract, or the Contractor's violations of any legal duties. Any failure to fulfill this obligation shall be a default of the

Contractor's performance obligations under the Contract.

3.20 AIR POLLUTION: The Contractor and Subcontractors shall comply with State and/or local air pollution control rules,

regulations, ordinances, and statutes that apply to work performed under the Contract. If there is a conflict between the State and

local air pollution control rules, regulations, ordinances and statutes, the most stringent shall govern.

3.21 CERTIFICATION BY CONTRACTOR OF RECYCLED CONTENT: The Contractor shall certify in writing, under

penalty of perjury, to the State, the minimum, if not exact, percentage of recycled content, both postconsumer material and secondary

material, as defined in Public Contract Code Sections 12153 and 12200 and 12209, in materials, goods, or supplies offered or products

used in the performance of the Contract, regardless of whether the product meets the required recycled percentage as defined in Sections

12153 and 12200 and 12209. The Contractor may certify that the product contains zero recycled content.

3.22 UNFAIR BUSINESS PRACTICES: The Contractor agrees and will require the Subcontractors and suppliers to agree to

assign to the State all rights, title, and interest in and to all causes of action they may have under Section 4 of the Clayton Act (15

U.S.C. Section 15), or under the Cartwright Act (commencing with Section 16700 of the Business and Professions Code), arising

from the purchase of goods, services or materials, pursuant to the Contract Documents or subcontract thereunder. An assignment

made by the Contractor, and additional assignments made by Subcontractors and suppliers, shall be deemed to have been made and

will become effective at the time the State tenders final payment to the Contractor, without further acknowledgment of the parties.

3.23 CHILD SUPPORT COMPLIANCE ACT: For any contract in excess of $100,000, the Contractor acknowledges in

accordance with Public Contract Code Section 7110, that: (a) the Contractor recognizes the importance of child and family support

obligations and shall fully comply with all applicable state and federal laws relating to child and family support enforcement,

including, but not limited to, disclosure of information and compliance with earnings assignment orders, as provided in Chapter 8

(commencing with Section 5200) of Part 5 of Division 9 of the Family Code; and (b) the Contractor, to the best of its knowledge is

fully complying with the earnings assignment orders of all employees and is providing the names of all new employees to the New

Hire Registry maintained by the California Employment Development Department.

3.24 NOT USED

3.25 CONTRACTOR REQUIRED NOTIFICATION OF CHANGES: The Contractor shall notify the State’s

Representative in writing of any change to Contractor’s name, status, or information including but not limited to:

1. Name

a. An amendment is required to change the Contractor’s name as listed on this Agreement. Upon receipt of

Contractor’s notification and legal documentation of the name change, the State will process the amendment.

Payment of invoices presented with a new name cannot be paid prior to approval of said amendment.

b. The State shall not be liable for penalties or interest on payments which are delayed due to Contractor’s

change of name and subsequent amendment processing.

2. Address/Location

3. Federal Employer Identification Number (FEIN)

4. Type of Organization or Legal Status – including:

a. Corporate

b. Partnership

c. Individual/Sole-Ownership

d. Joint Venture

e. Limited Liability Company

f. DBA

5. Ownership

6. Officers or Key Personnel

7. License

8. Other (Bankruptcy, Etc.)

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October 2011 Edition 00 72 00 - 16

Contractor shall immediately provide an updated Standard Form 204 (IRS/FTB form) to the Contracts Management &

Procurement Services Section within five (5) calendar days of any such relevant change.

The State shall not be liable for penalties or interest on payments which are delayed do to Contractor’s lack of proper or

timely notice and documentation of a relevant change in status which impacts the State’s ability to pay.

Contractor shall submit the firm’s status change in writing including the Contract Number, Project Title and all necessary

backup and legal documentation to support the status change to:

The State Department of General Services

Real Estate Services Division

Contracts Management & Procurement Services Section

707 Third Street, Suite 2-350

West Sacramento, CA 95605

ARTICLE 4 - SUBCONTRACTORS

4.1 SUBLETTING AND SUBCONTRACTING

4.1.1 The Contractor shall adhere to the rules governing subcontracting as set forth in the Subletting and Subcontracting Fair

Practices Act, commencing with Public Contract Code, Section 4100. Subcontractor substitutions shall be in accordance with

provisions of the Subletting and Subcontracting Fair Practices Act, beginning with Public Contract Code, Section 4100. Violations

of this Act by the Contractor may subject the Contractor to penalties and disciplinary action as provided by the Subletting and

Subcontracting Fair Practices Act.

4.1.2 The Contractor shall be responsible for the Work. Persons engaged in the Work of the Project are the responsibility and

under the control of the Contractor. The Contractor shall give personal attention to fulfillment of the Contract and shall keep the

Work under the Contractor's control. When any Subcontractor fails to execute a portion of the Work in a manner satisfactory to the

State, the Contractor shall remove such Subcontractor immediately upon written request notice from the State, and the Subcontractor

shall not again be employed on the Project. Although Specification Sections of the Contract Documents may be arranged according

to various trades or general grouping of work, the Contractor is not obligated to sublet work in any manner. The State will not

entertain requests to arbitrate disputes among Subcontractors or between the Contractor and Subcontractor(s) concerning

responsibility for performing any part of the Work.

4.1.3 The State may not permit a contractor or subcontractor who is ineligible to bid or work on, or be awarded, a public works

project pursuant to Sections 1777.1 or 1777.7 of the Labor Code to bid on, be awarded, or perform work as a subcontractor on a

public works project.

.1 Any contract on a public works project entered into between a contractor and a debarred subcontractor is void as a

matter of law. A debarred subcontractor may not receive any public money for performing work as a subcontractor

on a public works contract, and any public money that may have been paid to a debarred subcontractor by a

contractor on the project shall be returned to the awarding body. The Contractor shall be responsible for the

payment of wages to workers of a debarred subcontractor who has been allowed to work on the Project.

4.2 SUBCONTRACTUAL RELATIONS

4.2.1 The Contractor shall make available to each proposed Subcontractor, prior to the execution of a Subcontractor Agreement,

copies of the Contract Documents to which the Subcontractor will be bound. Upon written request of the Subcontractor, the

Contractor shall identify to the Subcontractor the terms and conditions of the proposed Subcontractor Agreement which may or may

not be at variance with the Contract. Subcontractors shall similarly make copies of applicable portions of such documents available

to their respective proposed Sub-subcontractors. The Contractor shall, by Subcontractor Agreement, require each Subcontractor, to

the extent of the work to be performed by the Subcontractor:

.1 To be bound to the Contractor by terms of the Contract.

.2 To assume toward the Contractor the obligations and responsibilities which the Contractor, by the Contract, assumes

toward the State.

.3 To preserve and protect the rights of the State under the Contract Documents with respect to the work to be

performed by the Subcontractor.

.4 To be allowed, unless specifically provided otherwise in the Subcontractor Agreement, the benefits of rights,

remedies and redress against the Contractor that the Contractor, by the Contract, has against the State.

.5 To enter into similar agreements with Sub-subcontractors.

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4.2.2 Subcontractor Payments: The Contractor shall pay the Contractor's Subcontractors for work performed no later than 10

days after receipt of each progress payment. If there is a good faith dispute over all or any portion of the amount due a

Subcontractor on a progress payment, the Contractor may withhold no more than 150 percent of the disputed amount. This

provision shall apply to Sub-subcontractors also. A violation of these requirements invokes the payment and penalty provisions of

Public Contract Code, Section 10262 and Section 10262.5.

4.3 DISABLED VETERAN BUSINESS ENTERPRISE PROGRAM: Pursuant to Public Contract Code (PCC) Section

10115 et. seq., the Contractor shall use, employ and utilize Disabled Veteran Business Enterprise (DVBE) subcontractors, sub-

subcontractors or material suppliers who were listed in their bid documents for DVBE Program participation, to the full extent of the

amount of money and/or percentage of commitment manifested in the bid documents. If the Contractor wishes to substitute any

listed DVBE subcontractors, sub-subcontractors or material suppliers for just and legal cause, the Contractor shall follow the dictates

of PCC Sections 4107 and 10115.12b, as well as Military and Veterans Code (M&VC) Section 999.5(e) and California Code of

Regulations, Title 2, Section 1896.64. The DVBE may only be replaced by another DVBE and shall obtain the written authorization

of the State prior to any such substitutions. The Contractor shall not unilaterally substitute a listed DVBE subcontractor, sub-

subcontractor or material supplier. Failure of Contractor to seek substitution and adhere to the DVBE participation requirement

identified in the bid may be cause for contract termination, recovery of damages under rights and remedies due to the State, and

penalties as outlined in M&VC Section 999.9; PCC Sections 4110 and PCC Section 10115.10.

4.4 CONTRACT ASSIGNMENTS: Performance of the Contract may not be assigned except upon written consent of the

State. Consent will not be given to an assignment which would relieve the Contractor or the Contractor's Surety of their

responsibilities under the Contract.

ARTICLE 5 - CONSTRUCTION BY THE STATE OR BY SEPARATE CONTRACTORS

5.1 STATE'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS

5.1.1 The State reserves the right to perform work or operations related to the Project with the State's own work force, and to

award separate contracts in connection with other portions of the Project, and other construction or operations on the Project site or

adjacent to the Project. The Contractor shall at all times conduct the Work so as to impose no hardship on the State or others

engaged in work on the Project, nor to cause any unreasonable delay or hindrance to the Project.

5.1.2 When separate contracts are awarded for different portions of the Project, "the Contractor" in the Contract Documents in

each case shall mean the contractor who executes each separate contract. Each contractor is the intended third part beneficiary of

other contracts for the Project.

5.1.3 The Contractor shall not cause unnecessary hindrance or delay to another contractor working on or near the Project. If the

performance of any contract for the Project is likely to be interfered with by the simultaneous execution of some other separate

contract or contracts, the State will decide which contractor may proceed.

5.1.4 Costs caused by defective or ill-timed work shall be borne solely by the responsible contractor.

5.2 MUTUAL RESPONSIBILITY

5.2.1 The Contractor shall cooperate fully with the State and separate contractors with regard to the execution of their work as

follows:

.1 The Contractor shall cooperate fully with the State and all separate contractors with regard to introduction and

storage of their materials and equipment.

.2 The Contractor shall coordinate with the State and separate contractors with regard to construction scheduling and

sequence of operations, subject to approval of the State.

.3 Each contractor shall monitor the schedule and progress of each other contractor whose work affects its work, and

shall provide timely notice to the State of potential problems of interface so that the State can mitigate the

problem.

.4 The Contractor shall properly connect the Work to the work of the State or the separate contractors.

.5 The Contractor shall inspect the work of the State or other contractors affecting the Work and promptly report to

the State in writing irregularities or defects in the separate work, which renders it unsuitable for reception or

connection of the Work.

.6 Failure of the Contractor to inspect and report shall constitute acceptance of the other work as fit and proper to

receive the Work, except as to defects which may develop in the other work after execution of the Contractor’s

Work.

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5.2.2 Claims Between Separate Contractors:

.1 Should the Contractor cause damage to the work or property of any separate contractor on the Project, the

Contractor shall, upon due notice, settle with such other contractor by agreement, mediation or arbitration, if they

will so settle.

.2 If such separate contractor sues the State or initiates an arbitration proceeding on account of any damage alleged

to have been so sustained, the State will notify the Contractor who shall defend such proceedings at the

Contractor’s sole expense.

.3 The Contractor shall pay or satisfy any judgement or award against the State, arising therefrom. In addition, the

Contractor shall pay the State for attorney’s fees, court, arbitration or mediation costs and additional

administrative, professional, consultant, inspection, testing and other service costs which the State has incurred.

5.2.3 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to any completed or partially

completed construction or to any property of the State or separate contractors as provided in Subparagraph 10.1.6.

5.2.4 Cutting and Patching Under Separate Contracts: The Contractor shall be responsible for any cutting, fitting and patching

that may be required to complete the Work, except as otherwise specifically provided for in the Contract Documents. The

Contractor shall not endanger any work of the State or of any other contractor by cutting, excavating, or otherwise altering any

work, except with the written consent of the State.

5.3 STATE'S RIGHT TO CLEAN UP: If a dispute arises among the Contractor, separate contractors and/or the State as to

the responsibility under their respective contracts for maintaining the Project site and surrounding areas free from waste materials

and rubbish as described in Paragraph 3.16, the State may clean up and allocate the costs among those responsible.

ARTICLE 6 - CHANGES IN THE WORK

6.1 GENERAL

6.1.1 The State may order changes, including but not limited to, revisions to the Contract Documents, performance of extra work,

and the elimination of work, without invalidating the Contract. Orders for such changes will be in writing. Changes shall not affect

the obligations of the sureties on the contract bonds nor require their consent. Contract Time and Contract Sum will be adjusted, by

written Change Order for changes which materially increase or decrease the time or cost or performance.

.1 Proposed Change Order: The Contractor will be issued a written proposed Change Order by the State describing

the intended changes to the Work.

.2 Timeline: Within 14 days the Contractor shall submit to the State the Contractor's proposed cost estimate to be

added or deducted from the Contract Sum due to the change, authenticated in full by completely detailed

estimates and other authenticators of the cost by the Contractor, Subcontractors, Sub-subcontractors, vendors or

material suppliers, and any adjustments of time of Completion of the entire Work that is directly attributable to

the State's proposed Change Order.

.3 Agreement: If an agreement is reached as to the adjustment in compensation for performance of changed Work,

but an agreement is not reached as to the adjustment of Time for such Work, then the Contractor shall proceed

with the Work at the agreed cost, reserving to the Contractor the right to further pursue the Contractor's claim for

adjustment of time in accordance with Paragraphs 7.4 and 9.1.

.4 Failure to Submit Cost Estimate: If the Contractor fails to submit the cost estimate within the 14 days timeline, or

there is failure to agree to the Cost, then the State shall have the right to issue an order in writing to the Contractor

to commence Work immediately, and the Contract Sum shall be changed in accordance with the State's estimate

of cost, unless, within 14 days following completion of the added Work or with written notice to delete the

Work, the Contractor submits to the State written proof that the State's estimate is in error.

6.1.2 The Contractor, when ordered by the State, shall proceed with changes before agreement is reached on adjustment, if any,

in compensation or time for performance, and shall furnish to the State records as specified in Clause 6.2.1.3. If the Contractor fails

to provide such records, the State's records will be used for the purpose of adjustment, if any, in Contract Time and Contract Sum.

.1 Contractor may make payment requests for such work.

6.1.3 The Contractor will forfeit compensation for cost and /or time for proceeding with changes to the Work without written

authorization from the State. The Contractor shall notify the State, in writing, and request an evaluation whenever it appears a

change is necessary. This written notice shall be made within 24 hours of such discovery. If the State concurs with the Contractor’s

request for a change to the Work, the State will follow the procedures under Article 6. Delays as a result of these requests will be the

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October 2011 Edition 00 72 00 - 19

responsibility of the Contractor.

6.2 CHANGE ORDER

6.2.1 Methods used in determining adjustments to the Contract Sum shall be based on one of the following methods:

.1 By mutual acceptance of a lump sum increase or decrease in costs. Upon the State's written request, the

Contractor shall furnish a detailed estimate of increase or decrease in costs, together with cost breakdowns and

other support data within the time specified in such request. The Contractor shall be responsible for any

additional costs caused by the Contractor's failure to provide the estimate within the time specified.

.2 By the State, on the basis of the State's estimate of increase or decrease in the costs.

.3 By the State, whether or not negotiations are initiated as provided in Clause 6.2.1.1, by actual and necessary

costs, as determined by the State, on the basis of records. Beginning with the first day and at the end of each day,

the Contractor shall furnish to the State detailed hourly records for labor, construction equipment, and services;

and itemized records of materials and equipment used that day in performance of the changes. Such records shall

be on a form acceptable to the State. Such records shall be signed by the Contractor and, when agreed to by the

State, will become the basis for compensation for the changed work. Such agreement shall not preclude

subsequent adjustment based upon later audit by the State.

.4 By unit prices stated in the Contract Documents, or subsequently agreed upon.

.5 By a manner agreed upon by the State and the Contractor.

6.2.2 Allowable Costs: The only costs which will be allowed due to changes in the Work shall be computed in the following

manner:

.1 Labor: Compensation for labor shall include the applicable payroll cost for labor, including first level supervision

providing physical construction labor directly engaged in performance of the changes. Others, who may be

involved in the preparation of the change order, including, but not limited to supervisors, superintendent,

engineers, or estimators, shall be considered as overhead costs under Clause 6.2.2.4. Payroll cost for labor shall

be the General Prevailing Wage Rates applicable for this project and in the locality for performance of the

changes. In addition to the published rates, only social security, worker compensation, state and federal taxes

shall be included in the total payroll cost. Other costs shall be considered as mark-ups under Clause 6.2.2.4. Use

of a classification which would increase labor costs will not be permitted.

.2 Materials and Equipment: Compensation for materials and equipment shall include the necessary costs for

materials and equipment directly required for performance of the changes. Cost of materials and equipment may

include costs of transportation and delivery. If discounts by suppliers are available to the Contractor, they shall

be credited to the State. If materials and equipment are obtained from a supply or source owned by, or in part, by

the Contractor, payment therefore will not exceed current wholesale prices for such materials and equipment. If,

in the opinion of the State, the cost of materials and equipment is excessive, or if the Contractor fails to furnish

satisfactory evidence of costs from supplier, the cost of materials and equipment shall be the lowest current

wholesale price at which similar materials and equipment are available in quantities required. The State reserves

the right to furnish materials and equipment required for performance of the changes, and the Contractor shall

have no claim for costs or mark-ups on such materials and equipment.

.3 Construction Equipment:

.1 Compensation for construction equipment shall include the necessary costs for use of construction

equipment directly required for performance of the changes. Any use for less than 30 minutes shall be

considered one-half hour. No costs will be allowed for time while construction equipment is

inoperative, idle, or on stand-by, for any reason, unless such times have been approved in advance by

the State. Rental time for construction equipment moved by its own power shall include the time

required to move construction equipment to the Work site from the nearest available source for rental of

such equipment, and time required to return such equipment to the source. If construction equipment is

not moved by its own power, loading and transportation costs will be paid in lieu of such rental time.

Neither moving time nor loading and transportation costs will be allowed if the construction equipment

is used for any work other than the changes. No allowance will be made for individual pieces of

construction equipment and tools having a replacement value of $500 or less. No construction

equipment costs will be recognized in excess of rental rates established by distributors or equipment

rental agencies in the locality for performance of the changes.

.2 Unless otherwise approved by the State, the allowable rate for use of construction equipment shall

constitute full compensation to the Contractor for cost of fuel, power, oil, lubrication, supplies,

necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, labor

except for construction equipment operators and any and all costs to the Contractor incidental to the use

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October 2011 Edition 00 72 00 - 20

of such construction equipment.

.4 Mark-Ups for Added Work:

.1 General: The following allowance for mark-ups for performance of the changes shall constitute full

compensation for additional field and home office overhead, profit, insurance, taxes (excluding sales

taxes for materials incorporated into the project), and bonds, and other costs not covered under Clauses

6.2.2.1 through 6.2.2.3.

.2 Contractor: When work is added, the Contractor may claim mark-up in addition to authorized allowable

costs, a reasonable sum as compensation for the items identified in 6.2.2.4.1 above, subject to proof of

entitlement based on actual job costs, actual job experience, the Contractor’s bidding data, and industry

custom and practice. Under no circumstance can this sum exceed the following percentages:

.1 Contractor Labor : 21 percent, includes bond cost.

.2 Contractor Materials and Equipment : 16 percent, includes bond cost.

.3 Subcontractor Work : 6 percent of Subcontractor’s costs, includes

bond cost.

.1 Calculations of the Contractor’s allowable 6 percent mark-up of the Subcontractor’s

Work shall not include the Subcontractor’s allowable mark-up. Compounding of

mark-up is not allowed.

.3 Subcontractors: When work is added, the Subcontractor may claim mark-up in addition to authorized

allowable costs, a reasonable sum as compensation for the items identified in 6.2.2.4.1 above, subject to

proof of entitlement based on actual job costs, actual job experience, the Subcontractor’s bidding data,

and industry custom and practice. Under no circumstance can this sum exceed the following

percentages:

.1 Subcontractor Labor : 20 percent

.2 Subcontractor Materials and Equipment : 15 percent

.3 The aggregate mark-ups for all Subcontract tiers shall not exceed 20 percent for labor and 15

percent for materials and equipment. Compounding of mark-up is not allowed.

.5 For Deleted Work: When the State is entitled to a credit for deleted work, the credit shall include direct labor,

materials, and supervision plus overhead of the Contractor or Subcontractor, as applicable for the deleted work.

Deleted overhead shall be computed as no less than 5 percent of the direct labor, materials, and supervision, and

should reflect the actual savings to the Contractor resulting from the deletion based upon actual job prices for the

work at issue, actual job experience, the Contractor’s bidding data for the project and industry custom and

practice. For example, if a $10,000 item of work is deleted, the credit to the State would be no less than $10,500.

.6 For Combination of Added and Deleted Work: For Change Orders that involve both added and deleted work, the

Contract Sum will be adjusted based on the following computation: Cost before mark-ups of added and deleted

work shall each be separately estimated. If a difference between costs results in an increase to the Contract Sum,

a mark-up for added work shall be applied to the difference. If a difference in costs results in a decrease, then the

5 percent credit to the State for deleted overhead set forth above shall be applied to the difference.

.7 General Limitations: Costs to the Contractor for changes which exceed market values prevailing at the time of

the change will not be allowed unless the Contractor establishes that all reasonable means for performance of the

changes at prevailing market values have been investigated and the excess cost could not be avoided.

Notwithstanding actual charges to the Contractor on work performed or furnished by others, no mark-ups will be

allowed in excess of those specified in Clause 6.2.2.4 above.

6.2.3 Cost Disallowance: Costs which will not be allowed or paid in Change Orders or Claim settlements under this Contract

include, but are not limited to, interest cost of any type other than those mandated by statute; Claim preparation or filing costs; legal

expenses; the costs of preparing or reviewing proposed Change Orders or Change Order proposals concerning Change Orders which

are not issued by the State; lost revenues; lost profits; lost income or earnings; rescheduling costs; costs of idled equipment when

such equipment is not yet at the site or has not yet been employed on the Work; lost earnings or interest on unpaid retainage; claims

consulting costs; the costs of corporate officers or staff visiting the site or participating in meetings with the State; any compensation

due to the fluctuation of foreign currency conversions or exchange rates; or loss of other business.

6.3 ACCEPTANCE OF CHANGE ORDERS: The Contractor's written acceptance of a Change Order shall constitute

final and binding agreement to the provisions thereof and a waiver of Claims in connection therewith, whether direct, indirect,

or consequential in nature.

6.4 EFFECT ON SURETIES: Alterations, extensions of time, extra and additional work, and other changes authorized by

the Contract Documents may be made without securing consent of Surety(s) on Contract Bonds.

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ARTICLE 7 - TIME

7.1 NOTICE TO PROCEED

7.1.1 The Contractor will be notified of the Contract start date as stated in the Notice to Proceed. Notwithstanding other

provisions of the Contract, the State will not be obligated to accept or to pay for work furnished by the Contractor prior to the start

date stated in the Notice to Proceed whether or not the State has knowledge of the furnishing of such work. The Contractor shall not

be allowed on the site of the Work until the Contractor's Contract bonds and certificates of insurance comply with requirements of

the Contract.

7.1.2 Work under the Contract shall be conducted in accordance with Paragraph 3.10. The Contractor shall not begin any Work

until authorized in writing by the State.

7.2 CONTRACT TIME: The Contract Time is the period set forth in Document 00 73 00, Supplementary Conditions. The

start and completion dates will be stated in a Notice to Proceed. It is essential that the Project be completed within the time fixed for

Completion in Document 00 73 00 or liquidated damages will be assessed for delay. All portions of the Work shall be completed

and shall be ready for full use by the State on, or prior to, the date of Completion.

7.2.1 Time is of the essence in this Contract.

7.3 LIQUIDATED DAMAGES: For every day that the Work remains unfinished after the time fixed for Completion in the

Contract Documents, as modified by any approved extension of time, damage will be sustained by the State. Because of the

difficulty in computing actual material loss and disadvantages to the State, it is determined in advance that the Contractor will pay

the State the amount of damages set forth in the Agreement, as representing a reasonable forecast of actual damages which the State

will suffer by failure of Contractor to complete the Work within the time fixed for Completion in the Contract. Execution of the

Agreement shall constitute acknowledgment by the Contractor that the Contractor agrees that the State will actually suffer damages

in the amount fixed for every Day during which Completion of the Work is avoidably delayed beyond the time fixed for Completion

in the Contract.

7.4 TIME EXTENSIONS

7.4.1 Request for Time Extension: In the event the Contractor requests an extension of Contract Time for unavoidable delay, the

Contractor shall furnish such justification and supporting evidence as the State may deem necessary for the determination as to

whether the Contractor is entitled to an extension of Contract Time. The Contractor shall submit justification in writing no later than

7 days after the initial occurrence of any delay. The justification shall be based on the Official Progress Schedule as updated at the

time of occurrence of the delay or execution of work related to any changes to the scope of the Work. The justification shall

include, but is not limited to the following information:

.1 Duration to perform activity(ies) relating to changes in the Work and resources (manpower, equipment, material,

etc.) required to perform these activities within the stated duration.

.2 Logical ties to the Official Progress Schedule for proposed changes or delay showing activity(ies) in the schedule

start or completion dates are affected by the change or delay.

7.4.2 The State, upon receipt of such justification and supporting evidence, shall make its finding of fact. The State's decision

shall be final and conclusive and the State will advise the Contractor in writing of such decision. If the State finds that the

Contractor is entitled to an extension of Contract Time, the State's determination as to the total number of extension days shall be

based upon the latest updated version of the Official Progress Schedule. Such data will be included in the next monthly updating of

the schedule.

7.4.3 Time Extensions: For delays that the State agrees are unavoidable, and are Justified in accordance with Subparagraph

7.5.2, the Contractor shall, pursuant to the Contractor's application, be allowed an extension of time beyond the Contract Time.

During such extension of time, neither extra compensation for engineering and inspection nor liquidated damages will be charged to

the Contractor. Time extensions shall be granted only for delays or changes that extend the Completion date, based on the latest

accepted updated version of the Official Progress Schedule. Time extensions for delays and changes shall not exceed one day for

each day that the Contract Completion date of the Official Progress Schedule is extended by this change or delay.

7.5 DELAYS IN COMPLETION OF THE WORK

7.5.1 Notice of Delays: Whenever the Contractor foresees delay in the continuance and Completion of the Work, or immediately

upon the occurrence of any delay which the Contractor regards as unavoidable, the Contractor shall notify the State in writing, in a

separate notice of the delay. The Contractor's notice shall include the probability of the occurrences of such delay and its cause in

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October 2011 Edition 00 72 00 - 22

order that the State may take immediate steps to prevent the occurrence or continuance of the delay. If the delay cannot be

prevented, the State will determine whether the delay is unavoidable and to what extent continuance and Completion of the Work is

anticipated to be delayed.

.1 The Contractor shall make no claim for delay not called to the attention of the State in writing, at the time of its

occurrence.

.2 Delay in the continuance of parts of the Work that does not prevent or delay the continuance of other parts of the

Work or the Completion of the whole Work within the Contract Time shall be deemed to constitute neither

avoidable delays nor unavoidable delays, within the meaning of the Contract. Such delay will be considered

Unjustified and no extension to the Contract Time and/or additional compensation will be granted.

7.5.2 Justified Delay: Justified Delay in the continuance or Completion of the Work shall include delays which result from

causes beyond the control of the Contractor and which could not have been avoided by the exercise of due care and diligence on the

part of the Contractor or the Contractor's Subcontractors. Delay in Completion of the Work due to Contract modifications ordered

by the State and unforeseeable delays in continuance or completion of the work of other contractors employed by the State may be

considered Justified Delays insofar as they interfere with the Contractor's Completion of the Work within the Contract Time. Delays

due to normal weather conditions which prevent the Contractor from proceeding with the controlling item on the Official Progress

Schedule will not be regarded as a Justified Delay.

.1 Justified Delay will result in an extension beyond the Contract Time in accordance with Paragraph 7.4.

.2 Justified Delay that includes Contract modifications ordered by the State may entitle the Contractor to extra

compensation in accordance with the provisions of Article 6.

.3 Delay that results from causes beyond the control of the State and is determined by the State to be the

Contractor’s responsibility shall be considered Unjustified and will result in no extension in the Contract Time or

extra compensation. The State’s decision shall be final and conclusive.

.4 The State will determine the net difference between overlapping or concurrent Justified Delays and Unjustified

Delays and whether the Contractor is entitled to any extension in the Contract Time and/or extra compensation.

The State’s decision shall be final and conclusive.

7.5.3 Weather Delays: If weather conditions are the basis for delays in the continuance or completion of the Work, such delay

shall be documented by 5 year climatological data obtained by the Contractor, from the nearest nationally recognized reporting

station to the Work site, substantiating that weather conditions were abnormal for the period of time and could not have been

reasonably anticipated, and that weather conditions had an adverse effect on the scheduled construction. The State will not be

responsible for additional costs of the Contractor caused by weather delays, including, but not limited to, costs of extended

overhead.

7.6 ACCELERATION

7.6.1 The State reserves the right to accelerate the Work of the Contract. In the event that the State directs acceleration, such

directive will be only in written form. The Contractor shall keep cost and other Project records related to the acceleration directive

separately from normal Project costs and records, and shall provide a written record of acceleration cost to the State on a daily basis.

7.6.2 In the event that the Contractor believes that some action or inaction on the part of the State constitutes an acceleration

directive, the Contractor shall immediately notify the State in writing that the Contractor considers the actions an acceleration

directive. This written notification shall detail the circumstances of the acceleration directive. The Contractor shall not accelerate

work efforts until the State responds to the written notification. If acceleration is then directed or required by the State, cost records

referred to above shall be maintained by the Contractor and provided to the State on a daily basis.

7.6.3 In order to recover additional costs due to acceleration, the Contractor shall document that additional expenses were

incurred and paid by the Contractor. Labor costs recoverable will be only overtime or shift premium costs or the cost of additional

laborers brought to the site to accomplish the accelerated work effort. Equipment costs recoverable will be only the cost of added

equipment mobilized to the site to accomplish the accelerated work effort.

ARTICLE 8 - PAYMENTS AND COMPLETION

8.1 SCHEDULE OF VALUES: Before the first payment request, the Contractor shall submit to the State a Schedule of

Values allocated to portions of the Work, included with the Contractor’s Progress Schedule, and supported by such data to

substantiate the accuracy as the State may require. This Schedule of Values, unless objected to by the State, shall be used as a basis

for progress payments.

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October 2011 Edition 00 72 00 - 23

8.2 TIMELINESS OF PAYMENTS

8.2.1 Upon receipt of a payment request by the designated State’s Representative with updated Progress Schedule from the

Contractor, the State will review same to determine if it is a proper payment request based on the approved Schedule of Values.

Any payment request determined by the State not to be suitable for payment shall be modified and processed in accordance with the

State’s assessment or returned to the Contractor for resubmittal. The reason(s) the payment request was deemed unsuitable shall be

stated in writing.

8.2.2 Actual payment request submittal date shall be established by the State. Thereafter, the payment request submittal date will

be monthly on the same date.

8.2.3 The State will make progress payments pursuant to Public Contract Code, Section 10261.5.

8.3 RETENTIONS

8.3.1 Upon submittal and receipt of a monthly payment request in accordance with Paragraph 8.2 above, the following shall

apply:

.1 The Contractor's payment request shall include the total amount of Work completed to date, including materials

as verified by the State, furnished and delivered on the Project site, not used, or in a secure off-site facility,

pursuant to Public Contract Code, Section 10261. All materials included in the Contractor’s payment requests

furnished and delivered on the Project site, not used, and /or in a secure off-site facility shall be used exclusively

for the Project. It shall be the sole responsibility of the Contractor to maintain, protect and secure such materials.

.2 The State shall retain not less than 5 percent of the estimated value of Work completed.

8.3.2 Securities in Lieu of Retention: At the request and expense of the Contractor, and in accordance with Public Contract Code,

Section 10263, the Contractor may provide securities in lieu of retention.

8.4 ASSIGNMENT OF CONTRACT FUNDS: The Contractor may assign moneys due or to become due under the

Contract, through an amendment to the Contract. Any assignment of moneys earned by the Contractor shall be subject to proper

retention in favor of the State and to deductions provided for in the Contract. Moneys withheld, whether assigned or not, are subject

to being used by the State to the extent permitted by law, for the Completion of the Work in the event that the Contractor is in

default of the Contract.

8.5 OCCUPANCY BY THE STATE PRIOR TO COMPLETION OF THE WORK

8.5.1 The State reserves the right to occupy all or any part of the Project prior to Completion of the Work, upon written notice.

Such occupancy or use is herein referred to as Beneficial Occupancy. In this event, the Contractor shall be relieved of responsibility

to the State for liability arising out of such occupancy by the State. Nevertheless, the Builder’s Risk Coverage must remain in effect,

with either a “consent to occupy” endorsement or a waiver of occupancy endorsement, with no right of recovery against the State.

8.5.2 The State’s Beneficial Occupancy does not constitute Completion of the Work or Acceptance of the Work by the State, or

any portion of the Work, nor will it relieve the Contractor of responsibility for correcting defective Work or materials found at any

time before Acceptance of the Work, as set forth in Article 12 or during the Guarantee period as set forth in Paragraph 3.5, or after

the State's acceptance, as set forth in Subparagraph 8.6.1. However, when the Project includes separate buildings, and one or more of

the buildings is entirely occupied by the State, then upon written request by the Contractor and by written consent from the State, the

Guarantee period will commence to run from the date of the State’s occupancy of such building or buildings.

8.6 ACCEPTANCE OF THE WORK AND FINAL PAYMENT

8.6.1 When the Contractor considers the Work complete, the Contractor shall request a final inspection in writing to be

conducted by the State.

.1 The Contractor shall request this final inspection only when all Work, including deficient items identified on

previous inspections, have been completed and deliverables delivered as noted in the Project Manual, Section 01

77 00.

.2 The State Representative shall conduct a final inspection within 14 days of receipt of a written request from the

Contractor for final inspection.

.3 If, after the inspection, the State Representative determines that the Work is complete, the State Representative

will establish a date for Completion of the Work. The State Representative will then recommend to the Director

of the Department of General Services, or the Director’s designee, to accept the Work within 60 days from the

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October 2011 Edition 00 72 00 - 24

date of Completion of the Work.

.4 Upon Acceptance of the Work by the Director:

a) The Retention held by the State will be released, and

b) The Contractor will be relieved of the duty of maintaining and protecting the Work.

.5 If the State determines that the Work is not complete, the Contractor will be notified in writing of deficiencies.

After correcting all deficiencies the Contractor shall again initiate the procedures for final inspection as set forth

above. If the process of re-inspection and correction of deficiencies goes beyond the Contract Time, the

Contractor shall be assessed liquidated damages.

.6 Determination by the State that the Work is complete or Acceptance of the Work will not bar any Claim against

the Contractor pursuant to Paragraph 3.5.

8.6.2 Upon Acceptance of the Work, the State will submit a final statement to the Contractor:

.1 The final statement shall take into account the Contract Sum as adjusted by any Change Orders, amounts already

paid to the Contractor, sums to be withheld for incomplete Work, liquidated damages, stop notices, and for any

other cause under the Contract.

.2 A warrant in the amount of the sum due the Contractor, if any, will be issued.

.3 If the Contractor owes any amount to the State, the final statement shall serve as an invoice to the Contractor.

8.6.3 The Contractor is required to pay Subcontractors from which a Retention has been withheld within 7 days of receipt from

the State of Retention proceeds.

8.6.4 The Contractor has 30 days after receipt of the final statement to file a Claim with the State.

.1 All Claims shall comply with the requirements of Subparagraph 9.1.2.

.2 Failure to file a Claim within the 30 day period constitutes a failure to diligently pursue and exhaust the required

administrative procedures set forth in the Contract. Such failure shall constitute waiver of additional rights to

compensation under the Contract or the right to request Equitable Adjustment.

.3 If the Contractor does not file a Claim within the 30 day period, the final warrant made by the State will become a

complete and final settlement between the State and the Contractor.

8.7 INTEREST: Payments due and unpaid under the Contract shall earn interest pursuant to Public Contract Code,

Sections 7107 and 10261.5.

ARTICLE 9 - DISPUTES AND CLAIMS

9.1 DISPUTE AND CLAIM PROCEDURES

9.1.1 Dispute as to Contract Requirements: When the Contractor and the State fail to agree whether or not any work is within the

scope of Contract requirements, the Contractor shall immediately perform such work upon receipt of a written notice to do so by the

State. Within 14 days after receipt of such notice to perform disputed work, the Contractor may submit a written protest to the State,

specifying in detail the Contract requirements that were exceeded, and approximate change in cost resulting so that the State will

have notice of a potential Claim. Failure to submit a protest within the specified period shall constitute a waiver of any and all rights

to an adjustment in Contract Sum and Contract Time due to such work, and the Contractor thereafter shall not be entitled to

adjustment of Contract Sum or Contract Time. For any such work that is found to exceed Contract requirements, there shall be an

adjustment in Contract Sum and Contract Time on same basis as any other change in the Work.

.1 The Contractor shall provide supporting data and shall provide and maintain records of costs attributable to

Disputes in similar manner as for Change Orders in Article 6.

.2 The State’s Representative and the Contractor’s Superintendent will make every reasonable effort to resolve the

Dispute prior to proceeding to the next step.

.3 Either the State or the Contractor may call a special meeting for the purpose of resolving the Dispute. Such a

meeting will be held within 7 days of written request thereof.

.4 If the Dispute as to the Contract Documents has not been resolved, the Contractor shall, within 14 days after the

special meeting, take one or more of the following actions:

.1 submit additional supporting data requested by the State;

.2 modify the initial Dispute; or

.3 notify the State that the initial Dispute stands as is.

.5 If the Dispute has not been resolved within 7 days after the Contractor’s action in response to Clause 9.1.1.4,

another meeting may be scheduled, at the State’s option, with senior management personnel of the State and the

Contractor. The purpose of this meeting is to resolve the Dispute prior to proceeding to the action under

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October 2011 Edition 00 72 00 - 25

Subparagraph 9.1.2.

9.1.2 Claim Submission and Documentation: If a Dispute has not been resolved at the time of the State’s final statement, the

Contractor shall submit within 30 days a Claim along with detailed documentation required by Subparagraph 9.1.1 for the State’s

consideration.

.1 The Contractor shall furnish 3 certified copies of the required Claim documentation. The Claim documentation

shall be complete when furnished. The evaluation of the Contractor's Claim will be based upon State records and

the Claim documents furnished by the Contractor.

.2 Claim documentation shall conform to generally accepted accounting principles and shall be in the following

format:

.1 General Introduction

.2 General Background Discussion

.3 Issues

.1 Index of Issues (listed numerically)

.2 For each issue

.1 Background

.2 Chronology

.3 Contractor's position (reason for State's potential liability)

.4 Supporting documentation of merit or entitlement

.5 Supporting documentation of damages

.6 Begin each issue on a new page

.4 All critical path method (CPM) schedules, both as-planned, monthly updates, schedule revisions, and as-

built along with the computer disks of all schedules related to the Claim.

.5 Productivity exhibits (if appropriate)

.6 Summary of Issues and Damages

.3 Supporting documentation of merit for each issue shall be cited by reference, photocopies, or explanation.

Supporting documentation may include, but shall not be limited to, General Conditions; General Requirements;

technical Specifications; Drawings; correspondence; conference notes; Shop Drawings and submittals; Shop

Drawing logs; survey books; inspection reports; delivery schedules; test reports; daily reports; subcontracts;

fragmentary critical path method (CPM) schedules or time impact analyses; photographs; technical reports;

requests for information; field instructions; and all other related records necessary to support the Contractor's

Claim.

.4 Supporting documentation of damages for each issue shall be cited, photocopied, or explained. Supporting

documentation may include, but shall not be limited to, documents related to the preparation and submission of

the bid; certified, detailed labor records, including labor distribution reports; material and equipment procurement

records; construction equipment ownership costs records or rental records; Subcontractor or vendor files and cost

records; service cost records; purchase orders; invoices; Project as-planned and as-built cost records; general

ledger records; variance reports; accounting adjustment records; and any other accounting materials necessary to

support the Contractor's Claim.

.5 Each copy of the Claim documentation shall be certified by a responsible officer of the Contractor in accordance

with the requirements of the Contract Documents.

.6 Should the Contractor be unable to support any part of the Claim, and it is determined that such inability is

attributable to falsity of such certification or misrepresentation of fact or fraud on the part of the Contractor, the

Contractor shall be liable to the State as provided for under California Government Code, Section 12650 et seq.,

known as the False Claims Act.

.7 The State will render a written decision to the Contractor relative to the Claim. The State’s written decision shall

be final and binding on the party(ies) but subject to arbitration. The State may withhold from the final payment an

amount not to exceed 150 percent of the disputed amount. If there is a Surety and there appears to be a

possibility of a Contractor’s default, the State may, but is not obligated to, notify the Surety and request the

Surety’s assistance in resolving the controversy.

.8 All issue items to be included in the Complaint in Arbitration shall be a part of the Claim submitted with the

required documentation under this Subparagraph 9.1.2. Issues not included in the Claim under Subparagraph

9.1.2 shall not be considered.

9.1.3 Arbitration: Any Claim filed in compliance with Subparagraph 9.1.2 not resolved by the above procedures shall be

resolved by arbitration in accordance with the provisions of Public Contract Code Section 10240 et seq., and Title 1, California Code

of Regulations, Section 1300 et seq., unless the State and the Contractor agree in writing to waive arbitration and proceed to

litigation. Either party may initiate arbitration by filing a Complaint in Arbitration with the Office of Administrative Hearings in

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October 2011 Edition 00 72 00 - 26

Sacramento, California, in compliance with the requirements of Public Contract Code Section 10240, et seq., and Title 1, California

Code of Regulations, Section 1300 et seq. Arbitration shall be conducted in Sacramento, California.

9.2 AUDIT AND ACCESS TO RECORDS

9.2.1 The Contractor shall maintain books, records, documents, and other evidence directly pertinent to the performance of the

Work under this Contract, in accordance with generally accepted accounting principles and practices consistently applied. The

Contractor shall also maintain all financial information and data used by the Contractor in the preparation or support of any cost

submission, including the Contractor's original bid required for this Contract, or any Change Order, Claim, or other request for

equitable adjustment, and a copy of the cost summary or information submitted to the State. The State's Representative shall

have access upon 24 hours advance written notice, at all times during normal business hours, to such books, records, documents,

financial information, and all other evidence for the purpose of inspection, audit, and copying. The Contractor shall, at no cost to the

State, provide proper facilities for such access, inspection and copying purposes.

9.2.2 The Contractor agrees to make the provisions of Paragraph 9.2 applicable to this Contract, and Change Orders, Claims, or

other requests for Equitable Adjustment affecting the Contract Time or Contract Sum. The Contractor agrees to include the

provisions of Paragraph 9.2 in subcontracts and sub-subcontracts or purchase orders, at any tier, and make Paragraph 9.2 applicable

to subcontracts, at any tier, in excess of $10,000, and to make the provisions of Paragraph 9.2 applicable to Change Orders, Claims,

and other requests for Equitable Adjustment related to Project performance.

9.2.3 Audits conducted under Paragraph 9.2 shall be in accordance with general accepted auditing standards and established

procedures and guidelines of the reviewing or audit agency.

9.2.4 The Contractor agrees to the disclosure of all information and reports resulting from access to records under the provisions

of Paragraph 9.2, to the State, and other affected agencies.

9.2.5 Records under the provisions of Paragraph 9.2 shall be maintained and made available during the performance of the Work

under this Contract until 3 years past final payment, and until final settlement of all Disputes, Claims, or litigation, whichever occurs

later. In addition, those records which relate to any portion of this Contract, to any Change Order, to any Dispute, to any litigation,

to the settlement of any Claim arising out of such performance, or to the cost or items to which an audit exception has been taken,

shall be maintained and made available until final payment or final resolution of such Dispute, litigation, Claim, or exception,

whichever occurs later.

9.2.6 The right of access provisions of Paragraph 9.2 applies to financial records pertaining to this Contract and Change Orders

and Claims. In addition, this right of access applies to records pertaining to all contracts, Change Orders, and Contract

Amendments:

.1 To the extent the records pertain directly to Contract performance;

.2 If there is any indication that fraud, gross abuse, or corrupt practices may be involved;

.3 If the Contract is terminated for default or convenience.

9.2.7 Access to records is not limited to the required retention periods. The authorized State Representatives shall have access to

records at any reasonable time for as long as the records are maintained.

9.2.8 Further, the Contractor agrees to include a similar right of the State to audit records and interview staff in any subcontract

related to performance of this Agreement, in regards to the Disabled Veterans Business Enterprise (DVBE) Program.

ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY

10.1 SAFETY OF PERSONS AND PROPERTY

10.1.1 The Contractor shall initiate, maintain and supervise

safety precautions and programs in connection with the performance

of the Work.

10.1.2 The Contractor shall take precautions for safety and provide protection to prevent damage, injury or loss to:

.1 Employees working under the Contract and other persons who may be affected thereby;

.2 The Work and materials and equipment to be incorporated therein, whether in storage on or off the Project site,

under care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; and

.3 Other property at the Project site, or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways,

structures and utilities, except as otherwise noted or specified.

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October 2011 Edition 00 72 00 - 27

10.1.3 The Contractor shall comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities

bearing on the safety of persons or property, or their protection from damage, injury or loss.

10.1.4 The Contractor shall erect and maintain, as required by existing conditions and performance of the Contract, safeguards for

safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and

notifying the State, other Owners (other than the State) and users of adjacent sites and utilities.

10.1.5 The Contractor shall comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities

regarding the storage and/or use of explosives or other hazardous materials or equipment necessary for execution of Work. The

Contractor shall employ properly qualified personnel for supervision of same.

10.1.6 The Contractor shall remedy damage and loss to property referred to in Clauses 10.1.2.2 and 10.1.2.3 caused in whole or in

part by the Contractor, a Subcontractor, a Sub-subcontractor, or anyone directly or indirectly employed by any of them, or by anyone

for whose acts they may be liable and for which the Contractor is responsible under Clauses 10.1.2.2 and 10.1.2.3. The foregoing

obligations of the Contractor are in addition to the Contractor's obligations under Paragraph 3.19.

10.1.7 The Contractor shall not permit any part of the Work or Project site to be loaded so as to endanger its safety.

10.1.8 When conditions of the Work, in the judgment of the State, present risk of injury or death to persons or property damage,

the State, may direct the Contractor, at the Contractor's sole expense, to close down the Work and not commence work again until

dangerous conditions are eliminated.

10.1.9 The Contractor, at the Contractor's own cost, shall rebuild, repair, restore and make good damages to any portion of the

Work affected by such causes before Acceptance of the Work.

10.2 EMERGENCIES: In an emergency affecting safety of persons or property, the Contractor shall act, at the Contractor's

sole discretion, to prevent any threatened damage, injury or loss. Additional compensation or extension of Contract Time claimed

by the Contractor because of an emergency will be reviewed as provided in Article 6.

10.3 DRUG-FREE WORKPLACE

10.3.1 By signing the Agreement, the Contractor certifies, under penalty of perjury under the laws of the State of California, that

the Contractor will comply with the requirements of the Drug-Free Workplace Act of 1990 (Government Code, Section 8350 et

seq.), and will provide a drug-free workplace by taking the following actions:

.1 Publish a statement notifying employees that unlawful manufacture, distribution, dispensation, possession, or use

of a controlled substance is prohibited and specifying actions to be taken against employees for violations.

.2 Establish a Drug-Free Awareness Program to inform employees about:

.1 The dangers of drug abuse in the workplace;

.2 The person's or company's policy of maintaining a drug-free workplace;

.3 Any available counseling, rehabilitation, and employee assistance programs; and,

.4 penalties that may be imposed upon employees for drug abuse violations.

.3 Provide, as required by Government Code, Section 8355(c), that every employee who works under the Contract

will:

.1 receive a copy of the company's drug-free workplace policy statement; and

.2 agree to abide by the terms of the company's statement as a condition of employment.

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October 2011 Edition 00 72 00 - 28

ARTICLE 11 - INSURANCE AND BONDS

11.1 CONTRACTOR'S INSURANCE

11.1.1 General Insurance Requirements:

.1 Contractor shall procure and maintain insurance against claims for injuries to persons or damages to property

which may arise from or in connection with the performance of the work hereunder and the results of that work

by the Contractor, its agents, representatives, employees or subcontractors.

.1 Contractor shall furnish the State with original certificates and endorsements effecting coverage required

by this clause. All certificates and endorsements are to be received and approved by the State before

work commences.

.2 The State reserves the right to require complete, certified copies of all required insurance policies,

including endorsements affecting the coverage required by these specifications at any time.

.2 Insurance Companies shall be acceptable to Department of General Services (DGS) and Office of Risk and

Insurance Management (ORIM). Insurance is to be placed with insurers with a current A.M. Best’s rating of

no less than A-VI. Exception may be made for the State Compensation Insurance Fund. If self-insured,

review of financial information may be required.

.3 Except as otherwise provided for Builders Risk/Installation Floater under Clause 11.1.2.4, all coverage shall be in

force until the Acceptance of the Work by the Director of DGS. If the insurance expires, the Contractor shall

immediately provide a new current certificate or be declared in breach of Contract. The State reserves the right to

withhold all progress and retention payments until the breach is cured to the satisfaction of the State. Renewal

insurance certificates must be tendered to the State prior to or exactly at the expiration of the previous insurance

certificate. There shall be no gap in insurance coverage. This renewed insurance shall be in accordance with the

terms of the Contract.

.4 Insurance policies shall contain a provision that coverage will not be cancelled without 30 days prior written

notice to the State.

.5 The Contractor shall be responsible for any deductible or self-insured retention contained within the insurance.

.6 In the event the Contractor fails to keep in effect at all times the specified insurance coverage, the State may, in

addition to the remedies noted in Article 11.1.1.3 above and any other remedies it may have, remove the

Contractor from the work site and/or may terminate this Contract upon the occurrence of such event, subject to

the provisions of this Contract. In the event, the State elects to remove the Contractor from the work site, the

Contractor will not be entitled to additional days or compensation.

.7 Any insurance required to be carried shall be primary.

.8 Minimum Scope of Insurance - Coverage shall be at least as broad as:

.1 Insurance Services Office Commercial General Liability coverage (occurrence Form CG 0001). The

insurance Certificate shall show the GL form number.

.2 Insurance Services Office Form Number CA 0001 covering Automobile Liability, “any auto”, or

“scheduled, hired and nonowned”.

.9 The State reserves the right to require the Contractor to provide the subcontractors’ insurance certificates and

policies, when so directed by the State.

11.1.2 Insurance Requirements: The Contractor shall furnish to the State evidence of the required insurance as follows:

.1 Commercial General Liability: The Contractor shall maintain commercial general liability with limits of not less

than $5,000,000 per occurrence for bodily injury and property damage liability combined. If Commercial General

Liability insurance or other form with a general aggregate limit is used, either the general aggregate limit shall

apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit.

If the aggregate applies “per project or location”, it shall so state on the certificate. The policy shall include

coverage for liabilities arising out of premises, operations, independent contractors, products, completed

operations, personal and advertising injury, and liability assumed under an insured contract. This insurance shall

apply separately to each insured against whom claim is made or suit is brought subject to the Contractor’s limit of

liability. The policy shall include the Department of General Services and the State of California, its officers,

agents, and employees, as additional insureds, but only insofar as the operations under the Contract are

concerned.

.1 Additional Insured coverage shall be provided in the form of an insured endorsement (CG 20 10 11 85 r

equivalent) to the contractor’s insurance policy. The endorsement must be attached to the certificate.

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October 2011 Edition 00 72 00 - 29

.2 Deductibles and Self-Insured Retentions (for Commercial General Liability): Any deductibles or self-

insured retentions must be declared to and approved by the State. At the option of the State, either: the

insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the State of

California and the Department of General Services, its officers, agents, employees and servants or the

Contractor shall provide a financial guarantee satisfactory to the State guaranteeing payment of losses

and related investigations, claim administration, and defense expenses.

.2 Automobile Liability: The Contractor shall maintain motor vehicle liability with limits of not less than

$1,000,000 per accident for bodily injury and property damage. The State is to be covered as additional insured

with respect to liability arising out of automobiles owned, leased, hired or borrowed by or on behalf of the

contractor.

.3 Workers' Compensation: The Contractor shall maintain statutory workers' compensation and employer's liability

coverage for all its employees who will be engaged in the performance of the Contract, including special

coverage extensions where applicable as required by the State of California. The Workers' Compensation policy

shall be endorsed with a waiver of subrogation in favor of the State for all work performed by the contractor, its

employees, agents and subcontractors. Except for State Fund, all subrogation waiver endorsements shall be on a

separate form attached to the certificate. The Contractor shall maintain Employer’s Liability coverage of

$1,000,000 per accident for bodily injury or disease.

.4 Builders Risk/Installation Floater: The Contractor shall maintain in force, at its own expense, Builders

Risk/Installation Floater covering the Contractor’s labor, materials, and equipment to be used for completion of

the Work performed under this Contract against all risks of direct physical loss, excluding earthquake and flood,

for an amount equal to the full amount of the Contract Sum.

.1 The Contractor agrees as a provision of the contract to waive all rights of recovery against the State.

.2 The State of California, Department of General Services shall be a named insured or additional insured

under the policy.

.3 The policy shall have a loss payable clause in favor of the State of California, Department of General

Services.

.4 The requirement for maintaining the Builders Risk/Installation Floater shall be in full force at all

times during the entire duration of the Contract Time without any gaps, delays or breaks in coverage.

This includes Beneficial Occupancy and authorized adjustment for time extensions. Coverage shall be

maintained until Completion of the Work, except for delivery of as-built drawings, operation and

maintenance manuals, guarantees, warranties, spare parts, reports and certifications as noted in the

Closeout Procedures section of the Project Manual and as determined by the State’s Representative in

writing.

11.1.3 Neither the State, nor any officer or employee of the State, shall be liable for any loss or damage that may happen to the

Work, or any part thereof; nor to any of the materials or other items used or employed in performing the Work; nor for injury to any

person or persons, either workers or the public, for damage to property from any cause which might have been prevented by the

Contractor, or the Contractor's employees or agents, against all of which injuries or damages the Contractor shall properly guard.

The Contractor shall indemnify and hold harmless the State, and all officers and employees of the State, from all suits, actions or

claims brought for, or on account of injuries or damages received or sustained by any person or persons, by or from the Contractor,

the Contractor's employees or agents, in construction of the Work, or by or in consequence of the Contractor's failure to properly

guard the same, or by or as a result of any act or omission of the Contractor, the Contractor's employees or agents. In addition to any

remedy authorized by law, moneys due the Contractor under the Contract, as considered necessary by the State, may be retained

until disposition has been made of such suits, actions, or claims for damages; however, this provision shall not be construed as

precluding the State from enforcing any right of offset the State may have to any such moneys.

11.2 NO PERSONAL LIABILITY: Neither the State, nor any other officer or employee of the State will be personally

responsible for liabilities arising under the Contract.

11.3 PERFORMANCE BOND AND PAYMENT BOND

11.3.1 The Contractor shall furnish bonds, each in the amount of 100 percent of the Contract Sum, covering faithful performance

of the Contract and payment of obligations arising thereunder, as stipulated in the bidding requirements or as specifically required in

the Contract Documents.

11.3.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering payment of obligations

arising under the Contract, the Contractor shall promptly furnish a copy of the bond(s) or permit a copy to be made.

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ARTICLE 12 - UNCOVERING AND CORRECTION OF WORK

12.1 UNCOVERING AND CORRECTION OF WORK

12.1.1 If a portion of the Work is covered prior to the State's review, it shall, if requested in writing by the State, be uncovered for

the State's observation and replaced at the Contractor's expense without change in the Contract Time.

12.1.2 The Contractor shall notify the State 2 working days prior to covering any work.

12.2 CORRECTION OF WORK

12.2.1 The Contractor shall promptly correct work rejected by the State or Work failing to conform to the requirements of the

Contract Documents, whether or not fabricated, installed or completed. The Contractor shall bear the costs of correcting such

rejected work, including additional testing and inspections required and compensation for the State's services and expenses made

necessary thereby.

12.2.2 Notwithstanding Paragraph 3.5, in the event of an emergency constituting an immediate hazard to the health or safety of

any persons or property, the State may undertake, at the Contractor's expense and without prior notice, work necessary to correct

such hazardous condition(s) arising from work performed by the Contractor that is not in conformance with the requirements of the

Contract Documents.

12.2.3 The Contractor shall remove from the Project site portions of the Work that are not in accordance with the requirements of

the Contract Documents, and are neither corrected by the Contractor nor accepted by the State.

12.2.4 If the Contractor fails to correct nonconforming work, as per Paragraph 3.5, the State may correct the nonconforming work

in accordance with Paragraph 2.3. If the Contractor does not proceed with correction of such nonconforming work, within such time

fixed by written notice from the State, the State may remove and store the salvable materials articles and/or equipment at the

Contractor's expense. If the Contractor does not pay all costs of such removal and storage within 14 days after written notice, the

State may, upon 14 additional calendar days written notice, sell such materials articles and/or equipment at an auction or private

sale, and shall account for the proceeds thereof, after deducting costs and damages that would have been borne by the Contractor,

including compensation for the State's services and expenses made necessary thereby. If the proceeds of a sale do not cover all costs

that the Contractor would have borne, the Contract Sum shall be reduced by the deficiency. If payments then or thereafter due the

Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the State.

12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged Work executed by the State or separate contractors,

whether fully completed or partially completed, which is caused by the Contractor's correction or removal of Work that is not in

accordance with requirements of the Contract Documents.

12.2.6 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of limitation with respect to other

obligations that the Contractor might have in the Contract Documents. Establishment of the time period of 1 year, as described in

Subparagraph 3.5.1, relates only to the specific obligation of the Contractor to correct the Work, and has no relationship to the time

within which the obligation to comply with requirements of the Contract Documents may be sought to be enforced, nor to the time

within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other

than specifically to correct the Work.

12.3 ACCEPTANCE OF NONCONFORMING WORK: If the State prefers to accept any or all of the Work that is not in

accordance with requirements of the Contract Documents, the State may do so instead of requiring its correction and/or removal, in

which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment shall be effected whether or not final

payment to the Contractor has been made.

ARTICLE 13 - MISCELLANEOUS PROVISIONS

13.1 GOVERNING LAW: The Contract shall be governed by the law of the State of California.

13.2 SUCCESSORS AND ASSIGNS: The Contract binds the Contractor, the Contractor's partners, successors, assigns and

legal representatives to the State in respect to covenants, agreements and obligations contained in the Contract Documents. Neither

party to the Contract shall assign the Contract as a whole without written consent of the other. If either party attempts to make such

an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations in the Contract

Documents.

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13.3 WRITTEN NOTICE: Written notice shall be deemed to have been duly served if delivered in person to the individual; or

a member of the firm or entity; or to an officer of the corporation for which it was intended; or if delivered to or sent by US mail to

the last business address known to the party giving notice.

13.4 CONTRACTOR’S USE OF COMPUTER SOFTWARE: The Contractor, by signing the Agreement, certifies that it has

appropriate systems and controls in place to ensure that State funds will not be used in the performance of the Contract for the

acquisition, operation or maintenance of computer software in violation of copyright laws.

13.5 INDEPENDENT CONTRACTOR: Contractor, and the agents, subcontractors, and employees of the Contractor, in

the performance of this Contract, shall act in an independent capacity and not as officers or employees or agents of the State.

13.6 UNENFORCEABLE PROVISIONS: In the event that any provision of this Contract is unenforceable or held to be

unenforceable, then the parties agree that all other provisions of this Contract have force and effect and shall not be affected

thereby.

13.7 EXPATRIATE CORPORATIONS: Contractor herby declares that it is not an expatriate corporation or subsidiary

of an expatriate corporation within the meaning of Public Contract Code Section 10286 and 10286.1, and is eligible to contract

with the State.

13.8 DOMESTIC PARTNERS: For Contracts executed or amended after July 1, 2004, the Contractor may elect to offer

domestic partner benefits to the Contractor’s employees in accordance with Public Contract Code Section 10295.3. However,

the Contractor cannot require an employee to cover the costs of providing any benefits which have otherwise been provided to

all employees regardless of marital or domestic partner status.

13.9 AIR OR WATER POLLUTION VIOLATION: Under the State laws, the Contractor shall not be: (1) in violation of any

order or resolution not subject to review promulgated by the State Air Resources Board or an air pollution control district; (2)

subject to cease and desist order not subject to review issued pursuant to Section 13301 of the Water Code for violation of waste

discharge requirements or discharge prohibitions; or (3) finally determined to be in violation of provisions of federal law relating to

air or water pollution.

13.10 CERTIFICATION BY CONTRACTOR OF DISABLED VETERAN BUSINESS

ENTERPRISE/SMALL BUSINESS PARTICIPATION

13.10.1 If, for this agreement, the Contractor made a commitment to achieve disabled veteran business enterprise (DVBE)

participation, the Contractor must certify in writing to the State, the total amount the Contractor received under the contract, the

name and address of the DVBE firms that participated in the performance of the contract, the amount each DVBE received from the

Contractor, that all payments have been made to the DVBE and the actual percentage of DVBE participation achieved. Additionally,

if for this agreement, the Contractor made a commitment to achieve 25% Small Business participation, the Contractor must certify in

writing to the State, the actual percentage of Small Business participation that was achieved. The Contractor is instructed to comply

with the procedures stated in CLOSEOUT PROCEDURES, Section 01 77 00. This certification shall be completed pursuant to

Section 999.5 of the Military and Veterans Code (M&VC) and Section 14841 of the Government Code. A person or entity that

knowingly provides false information shall be subject to a civil penalty for each violation.

END OF DOCUMENT

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DOCUMENT 00 73 00

SUPPLEMENTARY CONDITIONS

Requirements included herein supplement DOCUMENT 00 72 00 - GENERAL CONDITIONS OF THE

CONTRACT FOR CONSTRUCTION.

1. ARTICLE 1 – GENERAL PROVISIONS

Paragraph 1.1, DEFINITIONS

Add the following definition:

Hazardous Materials: These materials include but are not limited to products and materials

containing: Asbestos, Lead, PCB’s, Petroleum fuels and lubricants (including chemical additives),

oxidizers, corrosives, solvents, acids and carcinogens.

2. ARTICLE 2 – ADMINISTRATION OF THE CONTACT

Paragraph 2.6, RUSSIAN SANCTION ORDERS

Add the following Subparagraph 2.6

2.6 On March 4, 2022, Governor Gavin Newsom issued Executive Order (EO) N-6-22 regarding

Economic Sanctions against Russia and Russian entities and individuals. “Economic Sanctions” refers

to sanctions imposed by the U.S. government in response to Russia’s actions in Ukraine, as well as

any sanctions imposed under state law. The EO directs state agencies to terminate contracts with,

and to refrain from entering any new contracts with, individuals or entities that are determined to be a

target of Economic Sanctions. Accordingly, should the State determine Contractor is a target of

Economic Sanctions or is conducting prohibited transactions with sanctioned individuals or entities,

that shall be grounds for termination of this agreement. The State shall provide Contractor advance

written notice of such termination, allowing Contractor at least 30 calendar days to provide a written

response. Termination shall be at the sole discretion of the State.

3. ARTICLE 3 – CONTRACTOR

Paragraph 3.2, SUPERVISION AND CONSTRUCTION PROCEDURES

Delete Subparagraph 3.2.5 in its entirety and replace it with new Subparagraph 3.2.5 as follows:

3.2.5 Until Acceptance of the Work, the Contractor shall have the charge and care thereof, and

shall bear risk of injury or damage to any part of the Work by action on the elements (except for an

Act of God, or natural disaster as proclaimed by the State or Federal Government provided that the

loss does not involve Contractor negligence and if the Work damaged is built in accordance with the

Contract and applicable building standards), or from any other reason except for such damages as

are directly caused by acts of the Federal or State Government and the public enemy, except as

provided in Paragraph 8.5.

Paragraph 3.3, LABOR AND MATERIALS

Delete Subparagraph 3.3.3 in its entirety and replace it with new Subparagraph 3.3.3 as follows:

3.3.3. Prevailing Wage: The Contractor shall comply with Labor Code Sections 1774 and

1775. Pursuant to Section 1774, the Contractor and every subcontractor, regardless of tier, shall pay

not less than the specified prevailing wage rates to all workers employed in the execution of the

Contract. In accordance with Section 1775, the Contractor shall forfeit to the State up to $200 for each

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day, or portion thereof, for each worker paid less than the prevailing wage rates for the work or craft in

which the worker is employed for any work executed under the Contract by the Contractor or by any

subcontractor, regardless of tier, in violation of the provisions of the Labor Code; and, in particular,

Labor Code Sections 1770 to 1780, inclusive. In addition to such forfeiture, the difference between

such stipulated prevailing wage rates and the amount paid to each worker for each day, or portion

thereof, shall be paid to each underpaid worker by the Contractor. This provision shall not apply to

properly registered apprentices.

.1 Pursuant to Labor Code, Section 1770, the Director of the Department of Industrial Relations

has ascertained the general prevailing rate of per diem wages and a general prevailing rate

for legal holiday and overtime work for each craft required for execution of the Contract. The

Contractor shall obtain copies of the prevailing rate of per diem wages from the Department

of Industrial Relations, Division of Labor Statistics & Research, PO Box 420603, San

Francisco, CA 94142-0603, (415) 703-4780; or wage rates may be accessed on the internet

Prevailing Wage Requirements.The Contractor is responsible to read, understand and

comply with all the guidelines, including the fine print in the prevailing wage determinations;

and shall post a copy of the prevailing wage rates, specific to the Project, at the Project site.

.2 Wage rates set forth are the minimum that may be paid by the Contractor. Nothing herein

shall be construed as preventing the Contractor from paying more than the minimum rates

set. No extra compensation will be allowed by the State due to the inability of the Contractor

to hire labor at minimum rates, nor for necessity for payment by the Contractor of

subsistence, travel time, overtime, or other added compensations, all of which possibilities

are elements to be considered and ascertained to the Contractor's own satisfaction in

preparing the Bid Form

.3 If it becomes necessary to employ crafts other than those listed in the General Prevailing Wage

Rate booklet, the Contractor shall contact the Division of Labor Statistics and Research as

noted above. The rates thus determined shall be applicable as minimum for the contract and

incorporated in the bid. When the wage determination shows an expiration date (noted by a

double asterisk**), to expire during the term of the contract, the Contractor must call or write

the DIR to obtain the new rates and incorporate them in the bid to be applicable for the term

of the contract.

.4 The Contractor and each subcontractor, regardless of tier, shall keep an accurate payroll

record showing the names, addresses, social security numbers, work classifications, straight

time and overtime hours worked each day and week, and the actual per diem wages paid to

each journeyman, apprentice, worker, or other employee employed by the Contractor and/or

subcontractor in connection with the Work. Payroll records shall be certified and shall be on

forms provided by the Division of Labor Standards Enforcement, or shall contain the same

information as those forms. The Contractor's and subcontractor's certified payroll records for

each employee shall be submitted with each payment request, covering the period of the

payment request unless requested otherwise by the Labor Commissioner of the Department

of Industrial Relations pursuant to Labor Code Section 1771.4(c)(2)(b) monthly payrolls should

be sent directly to the Department of Industrial Relations in the current prescribed electronic

format. Refer to Certified Payroll Reporting

for access to the electronic Certified Payroll (eCRP)

Application.

.5 Labor Compliance Monitoring and Enforcement: This project is subject to monitoring and

enforcement by the Department of Industrial Relations (DIR), Compliance Monitoring Unit. All

Contractors and subcontractors, regardless of tier, shall be required to comply with the

Monitoring and Enforcement Program, including, but not limited to, contractor registration,

submittal of electronic certified payroll reports directly to the DIR and cooperation with on-site

monitoring by DIR personnel.

Paragraph 3.13, TESTS AND INSPECTIONS

Delete Subparagraph 3.13.1 in its entirety and replace with the following Subparagraph 3.13.1.

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3.13.1 The Contractor shall at all times permit the State, its agents, officers, and employees

to visit the Project site and inspect the Work, including shops where the work is in

preparation. This obligation shall include maintaining proper facilities and safe access for

such inspection. Including, but not limited to providing lifts, ladders, scaffolds, platforms and

paths of travel. When the Contract Documents require a portion of the Work to be tested,

such portion of the work shall not be covered up until inspected and approved by the

State. The Contractor shall be solely responsible for notifying the State where and when the

work is ready for inspection and testing and shall give written notice no fewer than two

business days prior to the time of inspection. For inspections that require the State Fire

Marshal’s (SFM) presence, the Contractor shall provide the State’s Inspector of Record (IOR)

written notice where and when the work is ready for inspection no fewer than three business

days prior to the time of inspection.

Should any work be covered without the required testing and approval, such work shall be

uncovered and recovered at the Contractor’s expense.

Delete Subparagraph 3.13.2 in its entirety and replace with the following Subparagraph 3.13.2.

3.13.2 If the State determines that portions of the Work require additional testing, inspection

or approval not included in the Contract Documents, the State will instruct the Contractor, in

writing, to make arrangements for additional testing, inspection or approval by an entity

acceptable to the State, and the Contractor shall give written notice to the State of where and

when tests and inspections will be conducted no fewer than two business days prior to the

time of the additional testing, inspection or approval so that the State may observe the

procedures. For inspections that require the State Fire Marshal’s (SFM) presence, the State’s

Inspector of Record (IOR) will make the necessary arrangements with the SFM. The

Contractor shall provide a written notice no fewer than three business days prior to the time of

inspection.

The State will bear the costs except as provided in Subparagraph 3.13.3.

Paragraph 3.25, CONTRACTOR REQUIRED NOTIFICATION OF CHANGES

Delete Paragraph 3.25 in its entirety and replace with the following Paragraph 3.25

3.25 CONTRACTOR REQUIRED NOTIFICATION OF CHANGES: The Contractor shall

notify the State’s Representative in writing of any change to Contractor’s name, status, or

information including but not limited to:

1. Name

a. An amendment is required to change the Contractor’s name as listed on this

Agreement. Upon receipt of Contractor’s notification and legal documentation of the

name change, the State will process the amendment. Payment of invoices presented

with a new name cannot be paid prior to approval of said amendment.

b. The State shall not be liable for penalties or interest on payments which are delayed

due to Contractor’s change of name and subsequent amendment processing.

2. Address/Location

3. Federal Employer Identification Number (FEIN)

4. Type of Organization or Legal Status – including:

a. Corporate

b. Partnership

c. Individual/Sole-Ownership

d. Joint Venture

e. Limited Liability Company

f. DBA

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5. Ownership

6. Officers or Key Personnel

7. License

8. Other (Bankruptcy, Etc.)

Contractor shall immediately provide an updated Standard Form 204 (IRS/FTB form) to the

Architectural, Construction and Engineering Contracts Section within five (5) calendar days of

any such relevant change.

The State shall not be liable for penalties or interest on payments which are delayed due to

Contractor’s lack of proper or timely notice and documentation of a relevant change in status

which impacts the State’s ability to pay.

Contractor shall submit the firm’s status change in writing including the Contract Number,

Project Title and all necessary backup and legal documentation to support the status change

to:

The State Department of General Services, Administration Division

Office of Business and Acquisition Services, Contracts Services Section

707 Third Street, Suite 2-300

West Sacramento, CA 95605-2811

Paragraph 3.4, NONDISCRIMINATION CLAUSE

Delete Paragraph 3.4 in its entirety and replace with the following:

3.4.1. During the performance of this contract, the recipient, contractor, and its

subcontractors shall not deny the contract's benefits to any person on the basis of race,

religious creed, color, national origin, ancestry, physical disability, mental disability, medical

condition, genetic information, marital status, sex, gender, gender identity, gender

expression, age, sexual orientation, or military and veteran status, nor shall they discriminate

unlawfully against any employee or applicant for employment because of race, religious

creed, color, national origin, ancestry, physical disability, mental disability, medical condition,

genetic information, marital status, sex, gender, gender identity, gender expression, age,

sexual orientation, or military and veteran status. Contractor shall insure that the evaluation

and treatment of employees and applicants for employment are free of such discrimination.

3.4.2. Contractor shall comply with the provisions of the Fair Employment and Housing Act

(Gov. Code, § 12900 et seq.), the regulations promulgated thereunder (Cal. Code Regs., tit.

2, § 11000 et seq.), the provisions of Article 9.5, Chapter 1, Part 1, Division 3, Title 2 of the

Government Code (Gov. Code, §§ 11135-11139.5), and the regulations or standards

adopted by the awarding state agency to implement such article.

3.4.3. Contractor or recipient shall permit access by representatives of the Department of

Fair Employment and Housing (DEFH) and the awarding state agency upon reasonable

notice at any time during the normal business hours, but in no case less than 24 hours'

notice, to such of its books, records, accounts, and all other sources of information and its

facilities as said Department or Agency shall require to ascertain compliance with this

clause.

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3.4.4. Recipient, contractor and its subcontractors shall give written notice of their obligations

under this clause to labor organizations with which they have a collective bargaining or other

agreement.

3.4.5. The contractor shall include the nondiscrimination and compliance provisions of this

clause in all subcontracts to perform work under the contract.

3.4.6 STANDARD CALIFORNIA NONDISCRIMINATION CONSTRUCTION CONTRACT

SPECIFICATIONS (GOV. CODE SECTION 12990)

These specifications are applicable to all state contractors and subcontractors having a

construction contract or subcontract of $5,000 or more.

.1 As used in the specifications:

a. “Act” means the Fair Employment and Housing Act.

b. “Administrator” means Administrator, Office of Compliance Programs,

California Department of Fair Employment and Housing, or any person to

whom the Administrator delegates authority;

.2 Whenever the contractor or any subcontractor subcontracts a portion of the work,

it shall include in each subcontract of $5,000 or more the nondiscrimination clause

in this contract directly or through incorporation by reference. Any subcontract for

work involving a construction trade shall also include the Standard California

Construction Contract Specifications, either directly or through incorporation by

reference.

.3 The contractor shall implement the specific nondiscrimination standards provided

in paragraphs 6(a) through (e) of these specifications.

.4 Neither the provisions of any collective bargaining agreement, nor the failure by a

union with whom the contractor has a collective bargaining agreement, to refer

members of any group protected by the Act shall excuse the contractor's

obligations under these specifications, Government Code section 12990, or the

regulations promulgated pursuant thereto .5. In order for the nonworking training

hours of apprentices and trainees to be counted, such apprentices and trainees

must be employed by the contractor during the training period, and the contractor

must have made a commitment to employ the apprentices and trainees at the

completion of their training, subject to the availability of employment opportunities.

Trainees must be trained pursuant to training programs approved by the U.S.

Department of Labor or the California Department of Industrial Relations.

.5 In order for the nonworking training hours of apprentices and trainees to be

counted, such apprentices and trainees must be employed by the contractor

during the training period, and the contractor must have made a commitment to

employ the apprentices and trainees at the completion of their training, subject to

the availability of employment opportunities. Trainees must be trained pursuant to

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training programs approved by the U.S. Department of Labor or the California

Department of Industrial Relations.

.6 The contractor shall take specific actions to implement its nondiscrimination

program. The evaluation of the contractor's compliance with these specifications

shall be based upon its effort to achieve maximum results from its actions. The

contractor must be able to demonstrate fully its efforts under steps a. through e.

below:

a. Ensure and maintain a working environment free of harassment,

intimidation, and coercion at all sites, and at all facilities at which the

contractor's employees are assigned to work. The contractor shall

specifically ensure that all foremen, superintendents, and other on-site

supervisory personnel are aware of and carry out the contractor's

obligations to maintain such a working environment.

b. Provide written notification within (7) seven days to the director of the DFEH

when the referral process of the union or unions with which the contractor

has a collective bargaining agreement has impeded the contractor's efforts

to meet its obligations.

c. Disseminate the contractor's equal employment opportunity policy by

providing notice of the policy to unions and training, recruitment and

outreach programs and requesting their cooperation in assisting the

contractor to meet its obligations; and by posting the company policy on

bulletin boards accessible to all employees at each location where

construction work is performed.

d. Ensure all personnel making management and employment decisions

regarding hiring, assignment, layoff, termination, conditions of work,

training, rates of pay or other employment decisions, including all

supervisory personnel, superintendents, general foremen, on-site foremen,

etc., are aware of the contractor's equal employment opportunity policy and

obligations, and discharge their responsibilities accordingly.

e. Ensure that seniority practices, job classifications, work assignments, and

other personnel practices, do not have a discriminatory effect by continually

monitoring all personnel and employment related activities to ensure that

the equal employment opportunity policy and the contractor's obligations

under these specifications are being carried out.

.7 Contractors are encouraged to participate in voluntary associations that assist in

fulfilling their equal employment opportunity obligations. The efforts of a contractor

association, joint contractor-union, contractor-community, or other similar group of

which the contractor is a member and participant, may be asserted as fulfilling any

one or more of its obligations under these specifications provided that the

contractor actively participates in the group, makes every effort to assure that the

group has a positive impact on equal employment opportunity in the industry,

ensures that the concrete benefits of the program are reflected in the contractor's

workforce participation, and can provide access to documentation that

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demonstrates the effectiveness of actions taken on behalf of the contractor. The

obligation to comply, however, is the contractor's.

.8 The contractor is required to provide equal employment opportunity for all persons.

Consequently, the contractor may be in violation of the Fair Employment and

Housing Act (Government Code section 12990 et seq.) if a particular group is

employed in a substantially disparate manner.

.9 The contractor shall not use the nondiscrimination standards to discriminate

against any person because race, religious creed, color, national origin, ancestry,

physical disability, mental disability, medical condition, genetic information, marital

status, sex, gender, gender identity, gender expression, age, sexual orientation, or

military and veteran status.

.10 The contractor shall not enter into any subcontract with any person or firm

decertified from state contracts pursuant to Government Code section 12990.

.11 The contractor shall carry out such sanctions and penalties for violation of these

specifications and the nondiscrimination clause, including suspension, termination

and cancellation of existing subcontracts as may be imposed or ordered pursuant

to Government Code section 12990 and its implementing regulations by the

awarding agency. Any contractor who fails to carry out such sanctions and

penalties shall be in violation of these specifications and Government Code

section 12990.

.12 The contractor shall designate a responsible official to monitor all employment

related activity to ensure that the company equal employment opportunity policy is

being carried out, to submit reports relating to the provisions hereof as may be

required by OCP and to keep records. Records shall at least include for each

employee the name, address, telephone numbers, construction trade, union

affiliation if any, employee identification number when assigned, status, (e.g.,

mechanic, apprentice trainee, helper, or laborer), dates of changes in status, hours

worked per week in the indicated trade, rate of pay, and locations at which the

work was performed. Records shall be maintained in any easily understandable

and retrievable form; however, to the degree that existing records satisfy this

requirement, contractors shall not be required to maintain separate records.

4. ARTICLE 4 – SUBCONTRACTORS

Paragraph 4.2, SUBCONTRACTUAL RELATIONS

Delete Paragraph 4.2.2 and replace it with the following Paragraph 4.2.2:

4.2.2 Subcontractor Payments: Subcontractors and Sub-subcontractors shall be paid for work

performed in accordance with Public Contract Code Sections 10262 and 10262.5.

Delete Paragraph 4.3 and replace it with the following Paragraph 4.3

4.3 DISABLED VETERAN BUSINESS ENTERPRISE PROGRAM: Pursuant to Public

Contract Code (PCC) Section 10115 et. seq., the Contractor shall use, employ and utilize

Disabled Veteran Business Enterprise (DVBE) subcontractors, sub-subcontractors or material

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suppliers who were listed in their bid documents for DVBE Program participation, to the full

extent of the amount of money and/or percentage of commitment manifested in the bid

documents. If the Contractor wishes to substitute any listed DVBE subcontractors, sub-

subcontractors or material suppliers for just and legal cause, the Contractor shall follow the

dictates of PCC Sections 4107 and 10115.12b, as well as Military and Veterans Code (M&VC)

Section 999.5(e) and California Code of Regulations, Title 2, Section 1896.64. The DVBE may

only be replaced by another DVBE and shall obtain the written authorization of the State prior to

any such substitutions. The Contractor shall not unilaterally substitute a listed DVBE

subcontractor, sub-subcontractor or material supplier. Failure of Contractor to seek substitution

and adhere to the DVBE participation requirement identified in the bid may be cause for contract

termination, recovery of damages under rights and remedies due to the State, and penalties as

outlined in M&VC Section 999.9; PCC Sections 4110 and PCC Section 10115.10.

5. ARTICLE 7 – TIME

Paragraph 7.2, CONTRACT TIME

Delete Subparagraph 7.2.1 and replace it with the following Subparagraph 7.2.1:

7.2.1 Time is of the Essence in this Contract. The Contractor shall complete all the Work of

the Contract within the Contract Time of:

THREE HUNDRED SIXTY-FIVE (365)

calendar days, starting on the Start Date stipulated in the Notice to Proceed, which the Contractor

will receive not less than 5 days in advance.

Paragraph 7.3, LIQUIDATED DAMAGES

Add the following Subparagraphs 7.3.1 and 7.3.2:

7.3.1 The Contractor shall pay to the State the sum of $1,850.00 per day for each and every

calendar day delay in finishing of Work under this Contract beyond the Contract time.

7.3.2 If the Contractor is more than 14 calendar days behind schedule at any point during the

Contract Time, based on the latest updated Official Progress Schedule, the State will

withhold $ 1,850.00 per day for each and every day that the Contractor is behind schedule

from the monthly payment for that month. If the Contractor recoups all or a portion of the

delay during the next pay period, the amount withheld will be reduced accordingly.

6. ARTICLE 8 – PAYMENTS AND COMPLETION

Paragraph 8.2, TIMELINESS OF PAYMENTS

Delete Paragraph 8.2.3 and replace it with following Paragraph 8.2.3:

8.2.3 The State will make progress payments pursuant to Public Contract Code, Sections

10261 and 10261.5.

Paragraph 8.3, RETENTIONS

Delete Subparagraph 8.3.1.2 and replace it with the following Subparagraph 8.3.1.2:

.2 The State shall retain 5 percent of the estimated value of Work completed.

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Paragraph 8.5, OCCUPANCY BY THE STATE PRIOR TO COMPLETION OF THE WORK

deDelete Paragraph 8.5.1 and replace it with the following:

8.5.1 The State reserves the right to occupy all or any part of the Project prior to Completion of

the Work, upon written notice. Such occupancy or use is herein referred to as Beneficial

Occupancy. In this event, the Contractor shall be relieved of responsibility to the State for

liability arising out of such occupancy by the State.

7. ARTICLE 11 – INSURANCE AND BONDS

Paragraph 11.1, CONTRACTOR’S INSURANCE

Delete Paragraph 11.1 and replace it with the following 11.1:

11.1 CONTRACTOR'S INSURANCE

11.1.1 General Insurance Requirements:

.1 Contractor shall procure and maintain insurance against claims for injuries to persons or

damages to property which may arise from or in connection with the performance of the

work hereunder and the results of that work by the Contractor, its agents, representatives,

employees or subcontractors.

.1 Contractor shall furnish the State with certificates and endorsements effecting

coverage required by this clause. All certificates and endorsements are to be

received and approved by the State before work commences.

.2 The State reserves the right to require complete, certified copies of all required

insurance policies, including endorsements affecting the coverage required by these

specifications at any time.

.2 Insurance Companies shall be acceptable to Department of General Services (DGS) and

Office of Risk and Insurance Management (ORIM). Insurance is to be placed with insurers

with a current A.M. Best’s rating of no less than A-VII, unless otherwise acceptable to DGS,

Office of Risk and Insurance Management. Exception may be made for the State

Compensation Insurance Fund. If self-insured, review of financial information may be

required.

.3 Except as otherwise provided for Builders Risk/Installation Floater under Clause 11.1.2.4,

all coverage shall be in force until the Acceptance of the Work by the Director of DGS. If the

insurance expires, the Contractor shall immediately provide a new current certificate or be

declared in breach of Contract. The State reserves the right to withhold all progress and

retention payments until the breach is cured to the satisfaction of the State. Renewal

insurance certificates must be tendered to the State prior to or exactly at the expiration of

the previous insurance certificate. There shall be no gap in insurance coverage. This

renewed insurance shall be in accordance with the terms of the Contract.

.4 Contractor is responsible to notify the State a minimum of five (5) business days before the

effective date of any cancellation, non-renewal or material change that affects required

insurance coverage.

.5 Unless otherwise stated in the contract, the Contractor shall be responsible for any premium

deductible or self-insured retention contained within the insurance.

.6 All insurance policies required by this contract must allow the State to pay and/or act as the

contractor’s agent in satisfying any self-insured retention (SIR). The choice to pay and/or

act as the contractor’s agent in satisfying any SIR is at the State’s discretion.

.7 In the event the Contractor fails to keep in effect at all times the specified insurance

coverage, the State may, in addition to the remedies noted in Article 11.1.1.3 above and

any other remedies it may have, remove the Contractor from the work site and/or may

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terminate this Contract upon the occurrence of such event, subject to the provisions of this

Contract.

In the event, the State elects to remove the Contractor from the work site, the Contractor

will not be entitled to additional days or compensation.

.8 Any insurance required to be carried shall be primary and not excess or contributory, to any

other insurance carried by the State.

.9 Any required endorsement requested by the State must be submitted with all requested

certificates of insurance and not substituted by referring to such coverage on the certificate

of insurance.

.10 Minimum Scope of Insurance - Coverage shall be at least as broad as:

.1 Insurance Services Office Commercial General Liability coverage (occurrence Form

CG 0001). .2 Insurance Services Office Form Number CA 0001 covering

Automobile Liability, “any auto”, or “all owned, hired and non-owned”.

.11 All coverage and limits available to the contractor shall also be available and applicable to

the State.

.12 Contractor shall procure and maintain insurance against claims for injuries to persons or

damages to property which may arise from or in connection with the performance of the

work hereunder by the Contractor, his agents, representatives, employees, or

subcontractors.

.13 With the exception of Builders Risk/Installation Floater, Contractor shall require and verify

that all subcontractors maintain insurance coverage and limits meeting or exceeding all the

requirements stated herein. Contractor shall ensure that the Department of General

Services and the State of California, its officers, agents, and employees, as additional

insured on insurance required from subcontractors but only insofar as the operations under

the Contract are concerned. For Commercial General Liability coverage subcontractors

shall provide coverage with a form at least as broad as CG 20 38 04 13. The State reserves

the right to require the Contractor to provide the subcontractors’ insurance certificates and

policies, when so directed by the State.

11.1.2 Insurance Requirements: The Contractor shall furnish to the State evidence of the required

insurance as follows:

.1 Commercial General Liability: The Contractor shall maintain commercial general liability

with limits of not less than $5,000,000 per occurrence for bodily injury and property damage

liability combined. If Commercial General Liability insurance or other form with a general

aggregate limit is used, either the general aggregate limit shall apply separately to this

project/location or the general aggregate limit shall be twice the required occurrence limit.

If the aggregate applies “per project or location”, it shall so state on the certificate. The policy

shall include coverage for liabilities arising out of premises, operations, independent

contractors, products, completed operations, personal and advertising injury, and liability

assumed under an insured contract. This insurance shall apply separately to each insured

against whom claim is made or suit is brought subject to the Contractor’s limit of liability.

The policy shall include the Department of General Services and the State of California, its

officers, agents, and employees, as additional insureds, but only insofar as the operations

under the Contract are concerned.

.1 Additional Insured coverage shall be provided in the form of an insured endorsement

as broad as the (CG 20 10 11 85) to the contractor’s insurance policy. All coverage

and limits available to the named insured shall be available and applicable to the

additional insured. The endorsement must be attached to the certificate.

.2 Deductibles and Self-Insured Retentions (for Commercial General Liability): Any

deductibles or self-insured retentions must be declared to and approved by the

State. At the option of the State, either: the insurer shall reduce or eliminate such

deductibles or self-insured retentions as respects the State of California and the

Department of General Services, its officers, agents, employees and servants or the

Contractor shall provide a financial guarantee satisfactory to the State guaranteeing

SUPPLEMENTARY CONDITIONS

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payment of losses and related investigations, claim administration, and defense

expenses.

.2 Automobile Liability: The Contractor shall maintain motor vehicle liability with limits of not

less than $1,000,000 per accident for bodily injury and property damage. The State is to be

covered as additional insured with respect to liability arising out of automobiles owned,

leased, hired or borrowed by or on behalf of the contractor. The policy shall include the

Department of General Services and The State of California, its officers, agents, and

employees, as additional insureds, but only insofar as the operations under the Contract

are concerned. All coverage and limits available to the named insured shall also be

available and applicable to the additional insured.

.3 Workers' Compensation: The Contractor shall maintain statutory workers' compensation

and employer's liability coverage for all its employees who will be engaged in the

performance of the Contract, including special coverage extensions where applicable as

required by the State of California. The Workers' Compensation policy shall be endorsed

with a waiver of subrogation in favor of the State for all work performed by the contractor,

its employees, agents and subcontractors. Except for State Fund certificates, all

subrogation waiver endorsements shall be submitted on a separate form. The Contractor

shall maintain Employer’s Liability coverage of $1,000,000 per accident for bodily injury or

disease.

.4 Builders Risk/Installation Floater: The State shall insure all Work while in the course of

construction, reconstruction, remodeling or alteration, including materials incorporated in

the Work, against physical loss or damage resulting from the perils normally insured under

an All Risk Builders Risk/Installation Floater policy, including, but not limited to theft, fire

and vandalism. The State will self-insure against Acts of God and natural disasters

proclaimed by the State or Federal Government. The State will issue to the Contractor a

“Summary of Coverage” provided under this Clause 11.1.2.4 Summary of Coverage and

Certificate of Insurance will be provided to contractor as part of the executed contract.

.1 Contractor shall be responsible for paying a deductible not to exceed $ $10,000 for

water damage & $5,000 for all other perils per occurrence in the event of loss.

.2 The proceeds under the Builder’s Risk/Installation Floater Insurance procured by

the State will be payable to the State and Contractor as their respective interests,

from time to time, may appear.

.3 State’s Builders Risk/Installation Floater Insurance shall provide limited coverage

for materials in transit and materials stored off-site, and full coverage for materials

at the Project site; however, the Contractor is responsible for reviewing the

“Summary of Coverage” and reporting values that exceed the limits provided within

the Summary of Coverage. Notification to the State does not provide coverage.

Value increases must be approved by the insurance carrier and contractor must

have a Certificate of Insurance issued by the insurance carrier showing the

increased values. Lacking confirmation from the State’s insurance carrier that

additional coverage was procured, Contractor will be responsible for damages in

excess of the coverage limits provided within the Summary of Coverage.

.4 Nothing in this Clause 11.1.2.4 shall be construed to relieve the Contractor of

Contractor’s responsibilities referred to under Clause 11.1.1 and Clause 11.1.2.

.5 Insurance policies referred to in this Clause 11.1.2.4 shall provide the following:

.1 That the policies are primary and do not participate with nor are excess over any

other valid collectible insurance carried by the Contractor.

.2 That the Insurer waives the right of subrogation against the Contractor.

SUPPLEMENTARY CONDITIONS

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8. ARTICLE 13 – MISCELLANEOUS PROVISIONS

Add the following Paragraph: 13.11

13.11 NOT USED

END OF DOCUMENT

SUMMARY

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SECTION 01 11 00

SUMMARY

PART 1 GENERAL

1.01 WORK INCLUDED

A. Work required to be performed by the Contractor comprises:

SAN GORGONIO PASS PERIMETER FENCE

CALIFORNIA HIGHWAY PATROL

BEAUMONT, RIVERSIDE COUNTY, CALIFORNIA

in conformity with the Drawings and Specifications hereinafter identified; including furnishing all

material, labor, plant, tools, equipment, and services necessary therefor and incidental thereto,

complete and ready for use, except as hereinafter otherwise provided.

1.02 WORK NOT INCLUDED

A. Except for such auxiliary work as is shown or specified or is necessary as a part of the construction,

the following work is NOT included in this Contract.

1. Work shown, but marked "NIC" (Not in Contract). "BUA" (By Using Agency), or otherwise

designated to be done by others.

1.03 LOCATION OF SITE

A. The site of the work is on State of California property located at 195 Highland Springs Ave,

Beaumont, Ca 92223.

1.04 SPECIFICATIONS

A. The Specifications are those bound in the Project Manual in Book I and enumerated in the Table

of Contents. The General Conditions of the Contract for Construction, Supplementary Conditions,

and Division 01 of the Specifications apply to all Work of this Contract.

1.05 DRAWINGS

A. The Drawings consist of Drawing Sheets as listed in Document 00 01 15 of Project Manual.

1.06 CONTRACTOR'S SETS OF DRAWINGS AND PROJECT MANUALS

A. State Furnished Drawings and Project Manuals: Upon award of Contract, the State will provide

Drawings and Project Manuals upon Contractor request as follows:

1. Electronic Files

2. Drawings: 3 sets

3. Project Manuals: 3 sets.

B. Additional Sets shall be the responsibility of the contractor.

1.07 SECURITY REGULATIONS

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A. Contractor shall cooperate with the Highway Patrol Personnel and shall observe and comply with

all regulations presently in force on Area Office grounds. Refer to Sections 01 31 00 and Project

Management and Coordination.

B. After award of Contract, there will be a project start meeting, at which time security regulations will

be reviewed with Contractor and subcontractor.

1.08 INTERRUPTION OF SERVICES

A. Contractor shall make provisions to accomplish the work of this Contract without undue

interference with operations. Interruptions to services for the purpose of making or

breaking connection shall be made only after consultation with the State a minimum of one week

in advance of connection break and shall be at such time and of such duration as may be directed.

B. In addition, existing electrical, mechanical and security lines disconnected for work of this Contract

shall not remain disconnected for more than 4 hours. If electrical power cannot be restored within

the 4 hour period, Contractor shall provide temporary electrical service to restore required electrical

power at Contractor’s expense.

C. Construction of perimeter wall is phased, please refer to sheet C011 in the construction documents

for additional information. Contractor shall coordinate construction of various phases with the State

to allow the California Highway Patrol access to vehicular ingress and egress to respond to required

duties.

1.09 SEQUENCE OF CONSTRUCTION OPERATIONS

A. Before starting construction operations, Contractor shall confer with the State to review sequence

of construction operations and phasing.

B. Contractor shall prepare schedules as set forth in Section 01 32 16, Progress Schedules and

Reports.

1.10 HOURS OF WORK

A. Contractor shall perform Work of this Contract on normal workdays and within normal work

hours: 8:00 am to 5:00 pm (or a permitted by the local regulations with concurrence form the State).

After hours work and work on Saturdays, Sundays, and holidays, may be permitted if approval is

received from the State at least 3 working days in advance.

1.11 SITE CONDITIONS AND REQUIREMENTS

A. Contractor shall keep drainage facilities, walks, and paved areas clean and free of mud and dirt,

obstacles, etc. so that normal drainage and pedestrian and vehicular travel may be maintained.

B. Do not use landscaped area(s) for work operations or storage.

C. Contractor shall implement fencing and other barriers to provide security to the interior parking area

and site throughout construction of the perimeter wall. Fully securing the area while the wall is being

rebuilt is required 24 hours a day throughout the duration of the contract.

1.12 EXCAVATIONS OR TRENCHING FOR UNDERGROUND UTILITIES

A. Time intervals between excavation or trenching and installation of conduit or piping or other

work concerned, and backfilling operations shall be kept to absolute minimum.

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B. Excavations or trenching crossing roadways, walks, or other trafficways shall be provided with

traffic bearing steel plate or wood planking temporary covers; as most suitable.

C. Contractor shall conduct operations on the basis that underground installations exist which are

not indicated on the Contract Drawings. Refer to the following Article 1.14 for additional

requirements.

1.13 DE-WATERING EXCAVATIONS

A. Divert water from excavations. Do not use footing excavations for drainage trenches. Remove

water from excavations by pumping.

B. Provide pumps, well points, piping, and hoses or a combination of these, as may be required, to

keep excavations dry and to carry the water off the site.

C. Continue de-watering operations until concrete and backfill are placed.

D. No debris, soil, silt, sand, rubbish, oil, cement washing, etc., shall be allowed to enter into or placed

so that it may be washed by rainfall or runoff into storm drains or surface drains to cause damage

to or have deleterious effect upon the drainage system, or to fish or wildlife at the site, adjacent

areas, or streams to which the drainage system is a tributary.

1.14 PROTECTION OF EXISTING STRUCTURES AND UTILITIES

A. Refer to the General Conditions of the Contract for Construction for Contractor responsibilities.

B. Damage to existing improvements caused by Contractor's operations shall be repaired to restore

damaged items to their original condition. Cost of such repair shall be borne entirely by Contractor.

C. Drawings indicate existing structures, drainage lines, water, gas, electrical and other similar items

and utilities which are known to the State.

D. Locate known existing structures and utilities before proceeding with operations which may damage

same. Maintain them in service, except as otherwise specified, provide protection and repair

damage to them caused by the Work at no increase in Contract price.

E. Additional utilities whose locations are unknown to the State may exist. Contractor shall be alert to

their existence. If encountered, immediately report to the State for disposition of same.

F. Contractor shall have City-accepted plans prior to beginning construction work within street right of

way.

1.17 PAYMENT FOR DAMAGE TO TREES

A. If any tree is injured or destroyed during the course of, or as a result of, construction operations,

Contractor shall repair the damage and in addition, Contractor shall pay the State an amount

calculated in accordance with cost schedule below.

B. "Injury" is defined, without limitation, as bruising, scarring, tearing, or breaking of roots, branches,

or trunk.

C. It is and will be impracticable and difficult to determine actual damage, whether physical or esthetic,

therefore, the State has assigned a total value to a tree based on its diameter at 30" above ground.

Total value shown shall be paid the State for a tree totally destroyed.

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D. For injuries to roots or branches, the State will assign a value proportionate to total value of the

tree.

E. Proportional amount of total value shown shall be paid the State, for each tree injured, as follows:

1. Divide total value of tree by its circumference to get value per inch of circumference.

2. Measure circumferential length of injury.

3. Multiply circumferential length of injury by value per circumferential inch; the result is the

amount of damage for each injury.

Example:

A tree with a diameter of 10" at 30" above the ground is valued at $2,400. Its circumference

at that point is 31.5"; $2,400 divided by 31.5" = $76.19 (the value per inch of circumference).

An injury of 8" of circumference is valued at 8 x $76.19 or $609.52.

Tree Value Cost Schedule

Tree Diameter Total Value Tree Diameter Total Value

at 30" Height of Tree at 30" Height of Tree

3/4" $50 10" $2,400

1" 100 12" $3,400

2" 200 14" $4,800

3" 300 16" $6,400

4" 400 18" $8,400

6" 800 19" & over $500 per in. diam.

8" 1,400

F. Trees specified to be pruned, removed in whole or in part are not subject to damage provisions

under this Article.

G. Trees which have been injured by work under this Contract shall be repaired by licensed tree

surgeon. Repair shall include shaping of wounds, removal of severely injured branches and sealing

of wounds and cuts with approved tree dressing as approved by the State.

H. Total amount of tree damages shall be deducted from final payment due the Contractor. Injured or

destroyed trees will remain the property of the State, and shall remain or be removed by Contractor

as directed by the State.

1.18 MAINTENANCE OF EXISTING LANDSCAPED AREAS

A. Within the area of work, Contractor shall maintain, irrigate and protect plants, trees and shrubs;

and shall keep necessary irrigating systems in operation. Keep vehicular traffic to bare minimum

over tree roots; traffic shall be avoided near trees, plants and over lawns.

B. Existing lawn areas damaged during the course of Contract Work shall be replaced with sod,

including soil preparation and fertilization of areas to receive sod. Existing shrubs damaged during

Contract Work shall be replaced with plants of same kind and size.

C. Landscape maintenance period for new planted lawns and/or shrubs shall continue for a minimum

of 60 calendar days. Planting shall be kept in a healthy growing condition by watering, weeding,

cultivating, pruning, mowing, edging, spraying, fertilizing, and by performing other necessary

SUMMARY

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maintenance operation. Improper maintenance or possible poor condition of planting at termination

of scheduled maintenance period may cause postponement of final completion date of Contract.

D. Contractor shall return the grounds back to the State in condition equal to or better than existed

upon commencement of work.

E. Contractor shall protect areas adjacent to State Property during construction and return those area

to a condition equal to or better than existed upon the commencement of work. See plans for

additional information.

1.19 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

A. A SWPPP has not been prepared for the site. Contractor shall prepare the SWPPP in its entirety

in accordance with all of the requirements of the General Construction Storm Water Permit.

Contractor shall retain a Qualified SWPPP Developer (QSD), licensed/certified in the State of

California, to prepare this Plan by showing the Best Management Practices for the prevention and

control of pollutants and erosion on the site. Contractor is responsible to implement the SWPPP

and make revisions to the Plan as necessary. Contractor shall comply with all requirements as

specified in Section 31 25 00.

END OF SECTION

ALLOWANCES

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SECTION 01 21 00

ALLOWANCES

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Description and monetary amount of Allowance in Contract Sum.

B. Costs in Contract Sum other than in Allowance.

C. Procedures for administration of Allowance.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction: Article 6, Changes

in the Work.

B. Section 01 33 00: Submittal Procedures.

1.03 ALLOWANCE(S)

A. Allow the lump sum of $25,000 for furnishing labor, services, transportation and material to

upgrade electrical panel to support installation of new vehicle gate operators or other electrical

upgrades as necessary to complete this project.

1.04 COSTS INCLUDED IN ALLOWANCE

A. Cost of the work to Contractor, excluding overhead, profit and other costs included in Contract

Sum; as specified in following Article 1.05.

B. Execution at the site.

C. Labor required under the Allowance.

D. Applicable taxes.

1.05 CONTRACTOR COSTS INCLUDED IN CONTRACT SUM

A. Handling at site.

B. Protection from damage.

C. Other expenses required to complete the work.

D. Contractor's overhead and profit.

1.06 WORK INCLUDED UNDER ALLOWANCE

A. The State will review and determine Allowance work with Contractor.

1.07 CONTRACTOR RESPONSIBILITY FOR ALLOWANCE ITEMS

ALLOWANCES

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A. Make all arrangements for performance of Allowance work.

B. Provide State with certified copies of invoices, bills of sale or other documents authenticating costs

incurred by Contractor for Allowance items.

1.08 ADJUSTMENT OF COSTS

A. Should net cost be more or less than specified amount of Allowance, the Contract Sum will be

adjusted accordingly by Change Order in accordance with requirements of the General Conditions

of the Contract for Construction, Article 6.

END OF SECTION

PROJECT MANAGEMENT AND COORDINATION

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SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.01 PROJECT CONTROL

A. The State’s Representative will outline and detail communication, correspondence and

coordination procedures at Project start meeting.

B. Examination of Site: Contractor and subcontractors shall visit the site prior to bidding and

prosecution of the Work and shall familiarize themselves with existing conditions and be prepared

to carry out the Work within existing limitations.

C. Condition of Work in Place: Inspect and take responsibility for previously prepared or installed work

of other contractors before applying subsequent materials or finishes. If work is in unsatisfactory

condition, notify the State. Do not proceed until defective work has been corrected.

D. Coordination:

1. Subletting and Subcontracting Responsibilities: Refer to General Conditions of the Contract

for Construction, Article 4.

2. Contractor shall coordinate the Work with related work being done by the State and other

contractors operating in the area. This coordination shall include reasonable adjustments of

schedule in order to allow other contractors or State to do their work.

3. Contractor shall coordinate electrical/mechanical work, particularly between general trades and

mechanical/electrical trades so that sleeves, hangers, chases, openings, etc., required for pipe,

conduit, and other installations of like character are duly and properly provided for and installed

as work progresses.

4. Contractor shall carefully examine Drawings relating to entire work with actual conditions so

that Work will be accommodated in spaces provided. General arrangement and location of

elements of various systems is shown on the Drawings or specified. Final locations, levels,

etc., shall be governed by actual material size used, by building conditions encountered, and

by work of all trades. Space conflicts and interferences shall be resolved before work is

installed.

5. Contractor shall utilize the Contract Documents, submittals, and layout drawings of the various

trades to check and coordinate the Work so that no interferences or conflicts between trades

will occur. This checking and coordination shall be performed and completed before

construction is commenced in each affected area.

6. Coordinate work to assure efficient and orderly sequence of installation of construction

elements. Make provisions for accommodating items installed by the State or under separate

contracts.

7. Verify characteristics of interrelated operating equipment are compatible; coordinate work

having interdependent responsibilities for installing, connection to, and placing such equipment

in service.

PROJECT MANAGEMENT AND COORDINATION

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1.02 LOCATIONS, ELEVATIONS, AND LAYOUT OF WORK

A. Property lines, location ties, and elevations of components of the Project to be built under this

Contract are shown on the Drawings. Grade elevations shown for various parts of the Work are

taken from a bench mark shown on the Drawings, or if not shown, will be designated by the State.

In case of conflict therein, notify the State in writing before starting work.

B. Contractor shall lay out the Work and furnish surveys required for alignment and elevations of the

Work, and shall pay all costs therefor. Contractor shall furnish necessary lines, levels, locations,

measurements and markers for all on the Work and be responsible for their accuracy.

1.03 SCHEDULES AND MEETINGS

A. Planning and Scheduling: Refer to Section 01 32 16.

B. Project and Preinstallation Meetings: Contractor or his duly appointed representative shall attend

project meetings at regular intervals as set by the State and shall attend preinstallation meetings

as required by pertinent Specification Sections. Attendance shall be limited to the Contractor and

his immediate subordinates, subcontractors where so specified, the State, and representatives of

the Architect and Consultants, as requested. State, or State's duly appointed representative, will

keep minutes of meetings; with copies sent to all who attend. Meetings shall be held at job site at

195 Highland Springs Avenue, Beaumont, CA 92223

C. Project Construction Phases: Work of this Contract shall be executed in phases see plans for more

details.

1.04 ALLOWABLE ENTRANCE/ SECURITY CHECK-IN

A. Contractor, subcontractors, their employees, suppliers and delivery persons shall enter and exit

property via designated entrance.

B. Contractors shall coordinate with CHP for entrance into facility daily. A copy of all Contractors and

Sub- Contractors Identification will be obtained and a sign in/sign out of office security log will be

required daily. CHP may issue temporary access badges to be coordinated with Contractor’s

Project Manager/ Superintendent.

END OF SECTION

WEB-BASED PROJECT MANAGEMENT SYSTEM

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SECTION 01 31 25

WEB-BASED PROJECT MANAGEMENT SYSTEM

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Administrative and procedural requirements for the use of State’s web-based project

management software system for purposes of hosting and managing Project

communication and documentation until Acceptance of the Work.

B. Use of this web-based project management system will not change any contractual

responsibilities of the construction team members.

1.2 DEFINITIONS

A. System: A real time web-based software that shares data, translates data, organizes data,

facilitates communication, archives actions, and offers status prompts to identified Users.

B. Users: Authorized participants of this project furnished with a unique password and authorized

to access the system to view/input/export data. State, Construction Manager (as applicable),

Architect or Engineer, and the Contractors are all Users. Other Users may be added as

necessary.

C. Contacts: Entities identified to automatically receive specific transmissions or entities selected to

receive specific information sent by the system through to an e-mail address.

D. Signees: Those individuals identified, by the Contractors, authorized to sign change orders and

payment applications via electronic signature. This electronic signature is as contractually

binding as an original signature on paper.

1.3 SOFTWARE AND HARDWARE REQUIREMENTS

A. Each User shall provide and maintain a computer with high-speed internet access and an email

address.

B. License(s) to Use System: State will provide licenses to use the system for this project.

1.4 USE OF SYSTEM

A. Use of the system is mandatory for the documentation of the transmittal of all non-oral

information, even if the actual transmission of the information is by another means.

1. The State will NOT accept faxed, emailed, and/or handwritten documentation of Requests

for Information, Sketches, Drawings, and/or Submittals.

B. Use of the system will be mandatory by the Contractor to send, retrieve, and respond to data.

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C. The State will provide each Project team member with an invitation to web-based project

management system, and the supporting documentation of each Project team member’s

responsibility and how to operate within web-based project management system.

D. Official Records:

1. Documentation and records uploaded and maintained in Aconex will be the “Official

Records” for the project and the sole property of the State.

1.5 SYSTEM DESCRIPTION

A. The web-based project management system is Aconex (www.aconex.com) and is updated

monthly.

1. Access into the various applications within Aconex will be role based.

B. Aconex applications shall be made available to the Project team for the following areas:

1. Tasks.

2. Documents.

3. Workflows.

4. Mail.

5. Cost.

1.6 SUBMITTALS

A. Submit to the State the contact information, including email address, of the Contractor’s key

personnel that will administer the system on behalf of the Contractor.

1.7 QUALITY ASSURANCE

A. A four-hour initial training session in the use of software for this project will be offered by the

State at a location convenient to the project site. Instructional guides will be provided for the

most common tasks.

1. Attendees shall have sufficient computer skills and previous experience with web-based

project management software systems.

B. Web-based support is available at Aconex Support Central site (help.aconex.com).

C. Acceptance via automated system notifications or audit logs extends only to the face value of

the submitted documentation and does not constitute validation of the Contractor's submitted

information.

D. Contractor shall be solely responsible for:

1. Training its staff on how to use the Aconex beyond the training provided by the State at no

additional costs to the contract.

2. Validity of their information placed in Aconex.

3. Scanning of documents as necessary for the electronic submittal and attachment of

necessary information related to Contractor’s supporting documentation.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 RESPONSIBILITIES

A. All documents submitted shall be in PDF file format unless otherwise requested.

B. The following documents shall be managed inside the system:

1. Correspondence, using Mail module.

2. RFIs

3. Submittals

a. Placeholders

b. Request for Substitutions

4. Financials

a. Contract

b. Payment Applications

c. Change Events and Change Orders

5. Schedules including but not limited to:

a. Baseline

b. Monthly Progress

c. Recovery

d. Short Interval

6. Addenda

7. Specifications

8. Drawings, including ADI.

9. Reference Documents

10. Daily Reports

11. SWPPP

12. Inspection Reports (including Special Inspections)

13. Punchlists

14. Meeting Minutes

15. Regulatory Agency’s Permits

16. Photographs

17. Closeout Documentation

3.2 QUALITY CONTROL

A. Contractor is responsible for its own connectivity to the Internet. The State will not be liable for

any delays associated from the usage of Aconex including, but not limited to slow response

time, down time periods, connectivity problems, or loss of information. Under no circumstances

shall the usage of the Aconex be grounds for a time extension or cost adjustment to the

contract.

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B. The document control system shall be available for Contractor use at all times unless system

maintenance (i.e., backups, upgrades, etc.) is being performed. System maintenance will

generally be limited to non-core business hours. In the event a Contractor’s authorized user

cannot access the control system, the Contractor shall notify the State. In the event the control

system becomes unavailable during normal business hours for an extended period, the

Contractor may issue correspondence requiring immediate attention by the State in hard copy

format. The hard copy correspondence must be entered into Aconex immediately upon

becoming available again. Inability by the Contractor to gain access to the Aconex for any

reason shall not be grounds for claim.

END OF SECTION

PROGRES S S CHEDULES AND REPORTS

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SECTION 01 32 16

PROGRESS SCHEDULES AND REPORTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Work under this Section shall consist of furnishing computerized Time Scaled Cost Loaded

Critical Path Method (CPM) Progress Schedule showing in detail how Contractor plans to execute

and coordinate the Work; and submitting schedules, logs, updates and reports.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00 - General Conditions of the Contract for Construction; Paragraph 3.10

and Article 7.

B. Document 00 73 00: Supplementary Conditions; Contract time and liquidated damages.

C. Section 01 31 00: Project Management and Coordination.

D. Section 01 33 00: Submittal Procedures.

1.03 SCHEDULE DESCRIPTION

A. Schedule shall be based on and incorporate Contract Milestone and Completion Dates

specified in the Contract Documents. Schedule shall furnish or comply with the following

requirements:

1. Time scaled cost loaded CPM type schedule.

2. No activity on schedule shall have duration longer than 21 calendar days, with exception of

fabrication and procurement activities, unless otherwise approved by the State. Activity

durations shall be total number of actual days required to perform that activity including

consideration of weather impact on completion of that activity. The schedule shall include all

construction activities and related activities, on and off site. All activities shall have “Earliest

Start Date” and “Latest Start Date” and “Earliest Finish Date” and “Latest Finish Date”. Specific

activities shall be included, as indicated in this Section, and shall also include, but not be limited

to Mobilization, Construction of Temporary Facilities and Start-Up and Testing Activities.

3. Procurement of major equipment, through receipt and inspection at job site, identified as

separate activity.

4. State-furnished materials and equipment, if any, shall be identified as separate activities.

5. Dependencies (or relationships) between activities.

6. Processing/approval of submittals and shop drawings for major equipment. Activities

dependent on submittal acceptance and/or material delivery shall not be scheduled to start

earlier than expected acceptance or delivery dates.

7. Total cost of performing each activity. Cost shall be total of labor, material, equipment, including

overhead and profit. Sum of cost for activities shall equal total contract value.

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8. Responsibility code for each activity corresponding to subcontractor responsibility for

performing the Work.

9. Allow 30 calendar days for developing punch list(s), completion of punch list items, and final

inspection of Work, or designated portion thereof, by the State. No other activities shall be

scheduled during this period.

10. Interface with work of other contractors (or entities).

11. Separate buildings and other independent project elements shall be individually identified in

network.

B. Overall time of completion and time of completion for each milestone shown on the Schedule

shall adhere to the specified Contract time, unless an earlier (advanced) time of completion is

requested by Contractor, agreed to by the State, and formalized by Change Order.

C. Schedule shall be the basis for evaluating job progress, progress payments, and time extension

requests. Contractor shall develop Schedule and monitor actual progress as compared to

Schedule.

D. Contractor shall use Microsoft Project 2010, Primavera Suretrak, Primavera P6 Professional

Project Management software, or equal.

If Contractor chooses to use an equal to specified software, submit software data for approval and

provide the State with licensed copy of latest revision of approved software registered to the State.

Software shall be compatible with most current MS /Windows operating system.

1.04 SUBMITTALS

A. Schedule for First 90 Days: Within 10 calendar days after the Start Date stated in the Notice

to Proceed, and prior to proceeding with any work on site, submit diskettes and 3 prints of

detailed Schedule presenting orderly and realistic plan for completion of the Work for the first

90 days, in conformance with requirements of this Section.

1. Provide MS-Windows files by flash drive or cloud link containing Schedule files.

2. The State will review submitted Schedule for conformance with requirements. Within

7 calendar days after receipt, the State will accept Schedule or will return it with

comments. If proposed Schedule is not accepted, Contractor shall revise Schedule to

incorporate comments and resubmit Schedule for acceptance within 7 calendar days

after receiving it.

3. Acceptance of Schedule by State, failure of Schedule to include an element of work, or

inaccuracy in Schedule will not relieve Contractor from responsibility for accomplishing

Work in accordance with the Contract.

B. Procurement Log: Submit (1) electronic copy of a Procurement log, cross-referenced to

Schedule, including the following information for each type of material or equipment to be provided:

1. Material or equipment description.

2. Technical specification reference.

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3. Duration in calendar days required for preparation and review of submittals.

4. Duration in calendar days required for fabrication and delivery.

5. Cross reference to activities which will be affected by delivery date of material or equipment

item.

6. Scheduled delivery dates.

C. Official Progress Schedule: Within 30 calendar days after the Start Date stated in the Notice to

Proceed and prior to the first progress payment, submit diskettes and 3 prints of detailed

Schedule presenting orderly and realistic plan from the start date to completion of the Work in

conformance with requirements of this Section.

1. Provide MS-Windows files by flash drive or cloud link containing Schedule files.

2. The State will review submitted Schedule for conformance with requirements. Within 14

calendar days after receipt, the State will accept Schedule or will return it with comments. If

proposed Schedule is not accepted, Contractor shall revise Schedule to incorporate

comments and resubmit Schedule for acceptance within 7 calendar days after receiving it.

Accepted Schedule shall become the Official Progress Schedule.

3. Acceptance of Schedule by State, failure of Schedule to include an element of work, or

inaccuracy in Schedule will not relieve Contractor from responsibility for accomplishing Work

in accordance with the Contract.

D. Updates, Reports, and Revisions: Submit flash drive or cloud link of updates, reports, and

revisions, as required under Articles 1.05, 1.06, and 1.07 of this Section.

1.05 SCHEDULE UPDATES

A. Contractor shall submit to State an up-to-date status report of the Work, at uniform intervals,

once each month, prior to progress payment. Status report shall include:

1. Contractor's estimated percentage complete for each activity not yet complete.

2. Actual start/finish dates for activities as appropriate.

3. Identification of processing errors, if any, on previous update reports.

4. Revisions, if any, to assumed activity durations including revisions for weather impact for

activities due to effect of previous update on schedule.

5. Identification of activities which are affected by proposed Change Orders issued during update

period. (See Network Window, Article 1.06 B).

6. Resolution of conflict between actual work progress and schedule logic. When out of sequence

activities develop in Schedule because of actual construction progress, Contractor shall submit

revision to schedule logic to conform to current status and direction.

B. The State will review updated information and meet with Contractor each month to determine

status of the Work. If agreement cannot be reached on any issue, the State’s determination will be

used in processing of update by Contractor.

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C. Contractor shall incorporate the State’s review comments and submit reports and number of

copies as required under Article 1.04 of this Section.

D. Progress payments pursuant to Contract will be based on the update of the Schedule.

E. Partial payment for "mobilization" shall be made in percentages as follows (less retainage):

Contract Amount Payment for

Completed Mobilization

5 % 50% of amount bid for mobilization, or 5% of original Contract amount,

whichever is lesser.

10% 75% of amount bid for mobilization, or 7.5% of original Contract

amount, whichever is lesser.R

20% 95% of amount bid for mobilization, or 9.5% of original Contract

amount, whichever is lesser.

50% 100% of amount bid for mobilization, or 10% of original Contract

amount, whichever is lesser.

Upon completion of all Work on the Project, payment of any amount bid for mobilization in excess

of 10% of the original Contract amount will be paid.

1.06 SCHEDULE REVISIONS

A. If sequence of construction differs significantly, as determined by the State, from Schedule,

Contractor shall submit within 21 calendar days a revised Schedule to the State for review.

B. When proposed Change Order is issued which has potential to impact specified completion

dates, a Network Window shall be prepared by Contractor to reflect impact of such changes. After

Network Window has been accepted and Contractor ordered to proceed with proposed Change

Order, it shall be incorporated into Schedule. No additional cost beyond that provided in the

General Conditions will be allowed for incorporation of approved proposed Change Orders into

Schedule.

C. Should Contractor, after acceptance of Schedule, intend to change their plan of construction,

they shall submit their requested revisions to the State, along with written statement of revision,

including description of logic for rescheduling the Work, methods of maintaining adherence to

intermediate milestones and other specific dates and reasons for revisions. If requested changes

are acceptable to the State, they will be incorporated into Schedule in next reporting period.

D. Schedule revisions shall be submitted at least 7 calendar days prior to date of submission of

update information; number of copies as specified in Article 1.04 of this Section.

1.07 SCHEDULE REPORTS

A. Contractor shall submit the following reports for the Schedule, Schedule updates, Schedule

revisions and recovery schedules:

1. Schedule Logic Report listing activities, their early/late and actual start and finish dates,

duration, float and logic relationship of activities sorted by early start.

2. Cost Report listing each activity and its associated cost, percentage of Work accomplished,

earned value to date, previous payments and amount earned for update period.

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3. Bar chart showing status of activities.

4. Narrative report with updated progress analysis, which shall include description of problem

areas, current and anticipated delaying factors and their impact, explanation of corrective action

taken and proposed revisions for recovery. Narrative report on submitted Schedule shall outline

Contractor’s overall plan, strategy, crew movement and utilization and other considerations in

developing the Schedule.

5. Network Plots presenting time scaled network diagram showing activities and their

relationships.

6. Cash Flow report calculated by early start, late start and indicating actual progress.

B. In addition to the above reports, the State may request, from month-to-month, any of the

following reports:

1. Total float from least to most.

2. Activities by early start.

3. Activities by late start.

4. Activities grouped by subcontractors or selected trades.

5. Activities with scheduled early start dates in a given time frame (i.e. 30 or 60 day outlook).

C. Contractor shall submit flash drive or cloud link of Schedule reports as specified in Article 1.04

of this Section.

1.08 TIME EXTENSIONS

A. Contractor shall submit network window for claimed time extension requests, showing impact

of claimed delay on Schedule.

B. Float or Slack Time is the amount of time between earliest start date and late start date or

between earliest finish date and latest finish date of activities of Schedule. No time extensions or

delay costs will be allowed for delays caused by the State, on paths or activities containing float

time, providing such delay does not exceed float time in latest updated version of Schedule.

C. The State shall have no obligation to consider time extension request unless requirements of

Contract Documents are complied with; the State shall not be responsible or liable to Contractor

for constructive acceleration due to failure of the State to grant time extensions under the Contract

Documents, should Contractor fail to comply with submission requirements and justification

requirements of this Contract for time extension requests. Contractor's failure to perform in

accordance with Schedule shall not be excused because Contractor has submitted time extension

requests, until and unless such requests are approved by the State.

1.09 SHORT INTERVAL SCHEDULE

A. Short Interval Scheduling (SIS) shall be used throughout onsite construction activity.

B. Interval shall be a 3 week projection and shall include week submitted and two weeks thereafter.

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C. It shall contain sufficient detail to evaluate daily milestones and manpower/equipment loading and

shall identify/tie into monthly updated Schedule.

D. Short Interval Schedule shall be submitted weekly.

E. A weekly meeting will be scheduled by the State to review and discuss Short Interval Schedules.

1.10 RECOVERY SCHEDULE

A. If Schedule falls 14 calendar days behind schedule on milestone dates or completion dates,

Contractor shall prepare and submit Recovery Schedule, form and detail appropriate to the need,

to explain and display how Contractor intends to reschedule those activities to regain compliance

with Schedule during immediate subsequent pay period.

B. Recovery schedule, upon acceptance by the State, shall be incorporated into Schedule by

Contractor.

1.11 DAILY REPORTS

A. Contractor shall submit Daily Activity Report to the State for each workday, including weekends

and holidays, when worked.

B. Contractor may use Contractor’s own report form, provided it contains same information

included in standard form furnished by the State.

1.12 PAYMENTS WITHHELD

A. Progress Payments may be withheld in whole or in part should Contractor fail to comply with

requirements of this Section.

B. Refer to Document 00 72 00, General Conditions of the Contract for Construction.

END OF SECTION

CONSTRUCTION PHOTOGRAPHS

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SECTION 01 32 33

CONSTRUCTION PHOTOGRAPHS

PART I - GENERAL

1.01 SECTION INCLUDES

A. Photography.

B. Digital Files.

C. Prints.

D. Submittals.

1.02 RELATED SECTIONS

A. Document 00 72 00 - General Conditions of the Contract for Construction; Payment procedures.

B. Section 01 11 00: Summary.

C. Section 01 33 00: Submittal Procedures.

D. Section 01 35 16: Alteration Project Procedures.

E. Section 01 77 00 - Closeout Procedures: Project record documents.

1.03 PHOTOGRAPHY

A. Provide full-color digital photography of site and construction throughout progress of Work

produced by commercial photographer or other experienced photographer acceptable to the State.

B. Provide non-aerial photographs from four cardinal views, minimum, at each specified event, for

each building or construction activity area, until completion of Project. Provide additional oblique

angles of view and/or close-ups as required to properly communicate stage of construction process

being recorded.

C. Provide factual presentation. Prints and/or digital files shall not be manipulated in any manner

except as to correct for exposure/contrast and/or sharpness shortcomings.

D. Provide images with optimal exposure, contrast, sharpness/resolution and maximum depth-of-field

and minimum distortion.

E. Take photographs not more than three calendar days prior to each scheduled application for

payment, and as required to record the following events:

1. Site clearing.

2. Grading/Building pads.

3. Excavations/Backfilling.

4. Underground utility/infrastructure connections.

4. Foundations.

5. Structural framing.

6. Enclosure of buildings (all faces).

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7. Interior progress (room-by-room; area-by-area for larger spaces).

8. Final completion.

F. Provide digital photos and digital video of existing conditions. Refer to Section 01 35 16 for additional

requirements.

1.04 DIGITAL FILES

A. Digital capture shall be utilized.

B. Digital files shall have date (month/day/year) and time imprinted/recorded by camera at time of

exposure.

C. Submitted digital files shall be in JPEG or TIFF format.

D. Digital files shall be a minimum of 640x480 pixels.

1.05 SUBMITTALS

A. Deliver digital files to State within 10 calendar days after exposing photographs of each event with

transmittal letter as specified under Section 01 33 00.

B. Maintain one set of digital files, identical to those submitted to the State, at the Project site.

C. Deliver digital files to State on accordingly labeled CD-R or flash drive. Catalog and index files in

chronological sequence.

D. All digital files shall become the property of the State without restriction on their use.

END OF SECTION

SUBMITTAL PROCEDURES

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SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.01 DESCRIPTION

A. To ensure that specified products are furnished and installed in accordance with Drawings and

Specifications, transmittal procedures have been established for submittals for review by the State.

B. Make all following submittals in strict accord with provisions of this Section and with requirements

of the General Conditions of the Contract for Construction.

1. Progress Schedule and Reports; including the Schedule of Values.

2. Product Certification.

3. Shop Drawings.

4. Descriptive Data/Material Lists.

5. Samples.

6. Substitutions.

7. Construction Waste Estimate.

8. Certification of Recycled Content.

9. Photography

10. Alteration Project Procedures

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction.

B. Section 01 32 16: Progress Schedules and Reports.

C. Section 01 60 00: Product Requirements.

D. Section 01 74 19: Construction Waste Management; submittal of Construction Waste Estimate.

E. Section 01 74 20: Recycled Content Certification.

F. Section 01 77 00: Closeout Procedures; Submittal of operating and maintenance manuals, record

documents, guaranties/warranties, Construction Waste Management Report, State Agency Buy

Recycled Campaign Procurement Summary, and other closeout documentation.

G. Test Reports: Pertinent Specification Sections.

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H. Individual Submittals Required: Pertinent Specification Sections.

PART 2 - PRODUCTS

2.01 PROGRESS SCHEDULE

A. Prepare and submit Progress Schedule of operations as required by Section 01 32 16.

B. Relate Progress Schedule to entire Project. Indicate dates for submission of required submittals.

C. Submit Schedule of Values with Progress Schedule. Refer to General Conditions of the Contract

for Construction, Paragraph 3.10, Contractor’s Progress Schedule, and to Section 01 32 16,

Progress Schedules and Reports, for additional cost breakdown requirements.

2.02 PRODUCT CERTIFICATIONS

A. Where specifically indicated by pertinent Specification Sections, submit proper certification by

recognized producer or association. Certifications shall attest to product's compliance with

requirements of Contract Documents.

2.03 SHOP DRAWINGS

A. Submittals shall include one reproducible transparency of each original and 6 prints of each

transparency, name and location of project, name of Contractor, work order and contract numbers

and cross references to contract documents. Number shop drawings consecutively. Make

drawings legible and complete in every respect. Refer to General Conditions of the Contract for

Construction, Paragraph 3.12.

B. If Shop Drawings show variations from Contract requirements because of standard shop practice

or other reason, make specific mention of such variations in letter of transmittal, as well as on

drawings, in order that (if acceptable) suitable action may be taken for proper adjustment of

Contract. Unless specific changes have been noted and accepted, no deviations from Contract

Documents will be permitted.

C. Transparencies will be returned to Contractor for Contractor’s reproduction and use. State will

make prints for its own use.

2.04 PRODUCT DATA/MATERIAL LISTS

A. Manufacturer's Standard Schematic Drawings:

1. Modify drawings to delete information which is not applicable to Project.

2. Supplement standard information to provide additional information applicable to Project.

B. Manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations

and other standard descriptive data:

1. Clearly mark each copy to identify pertinent materials, products or models.

2. Show dimensions and clearances required.

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3. Show performance characteristics and capacities.

4. Show wiring diagrams and controls.

5. Include calculations when applicable.

C. Material Safety Data Sheets (MSDS): Include for materials which require manufacturer’s warnings

and application instructions listed on MSDS provided by the product manufacturer.

2.05 SAMPLES

A. Physical examples to illustrate materials, equipment or workmanship, and to establish standards

by which completed work is judged.

B. Where size of samples is not specified, office samples should be of sufficient size and quantity to

clearly illustrate:

1. Functional characteristics of product or material, with integrally related parts and attachment

devices.

2. After review, samples may be used in construction of Project.

C. Field Samples and Mockups:

1. Erect at Project site at location acceptable to State, unless otherwise approved.

2. Construct each sample or mockup complete, including work of all trades required in finished

work.

2.06 SUBSTITUTIONS

A. State's Acceptance required:

1. Contract is based on materials, equipment and methods described in Contract Documents.

2. State will consider proposals for alternative materials, equipment and methods only when such

proposals are accompanied by full and complete technical data and all other information

required by State to evaluate proposed substitution.

3. Do not use alternative materials, equipment or methods unless such substitution has been

specifically accepted for this work by the State.

4. Refer to General Conditions of the Contract for Construction, Subparagraph 3.12.10,

Substitutions and Approved Equals, and Section 01 60 00, Product Requirements.

B. Coordination: Acceptance of substitution shall not relieve Contractor from responsibility for

compliance with all requirements of the Drawings and Specifications, and Contractor shall be

responsible at Contractor’s own expense for changes in other parts of Contractor’s work or work of

others, including, but not limited to redesign costs of the Project which may be caused by

acceptance of substitution.

C. Submit separate request for each product and support each request with:

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1. Product identification.

2. Manufacturer’s literature.

3. Samples, as applicable.

4. Comparison of proposed product with specified product.

5. Name and address of similar projects on which product has been used, and date of

installation.

D. Submit data relating to changes in construction schedule, if any.

E. Substitute products shall not be ordered without written acceptance of the State.

F. The State will determine acceptability of proposed substitutions (alternatives) and reserves the right

to reject proposals due to insufficient information.

2.07 CONSTRUCTION WASTE ESTIMATE

A. Submit Construction Waste Estimate form within 10 calendar days after the Start Date stated in the

Notice to Proceed.

B. Refer to Section 01 74 19, Article 1.04 and Appendix 01 74 19.1, Construction Waste Estimate.

2.08 SUBMITTAL OF RECYCLED CONTENT CERTIFICATION

A. Product submittals from one or more of the eleven product categories as outlined in Section 01 74

20, Recycled Content Certification, shall be accompanied by a completed Recycled Content

Certification Worksheet, Appendix 01 74 20.1.

B. An electronic copy of the form will be provided by the State at the Project start meeting, for

Contractor's use.

C. Refer to Document 00 72 00, General Conditions of the Contract for Construction, Paragraph 3.21,

Certification by Contractor of Recycled Content, and to Section 01 77 00, Closeout Procedures, for

submittal of the State Agency Buy Recycled Campaign (SABRC) Procurement Report.

PART 3 - EXECUTION

3.01 SUBMISSION REQUIREMENTS

A. Schedule submissions at least three weeks before dates reviewed submittals will be needed and

within the time periods specified in 3.01C. The State will review submittals within 21 calendar days

unless the State notifies the Contractor in writing that a review of a specific submittal will take

longer. Should the State review a submittal sooner, the Contractor shall not assume that a new

timeline has been established.

B. The Contractor is herein made aware that deferred approval submittals, including but not limited to

submittals requiring design review by the State’s consultants and/or controlling agencies, such as

the SFM, OSHPD, DSA, will have longer review periods. The Contractor shall contact these

agencies at the onset of the start of construction to determine the length of time for review, back-

checks and approval and appropriately include this time in their Progress Schedule to avoid delays.

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C. Except as otherwise specified for substitutions in Document 00 72 00, General Conditions of the

Contract for Construction, Clause 3.12.10.1, and for certain other items in this Section 01 33 00,

make submissions within 30 days after the Start Date of the Work.

D. Identification: Identify submittals with names and location of Project, name of Contractor and work

order and Contract numbers.

1. Submittals shall be accompanied by letter of transmittal addressed to State, to parties as

identified in State's letter of instruction to be issued to Contractor at start of Project.

2. Each submittal shall be consecutively numbered and shall contain list of items submitted,

properly identified as to drawing numbers, Specifications Section or other identification.

3. Submittals not adequately identified will be returned to Contractor for correction and

resubmittal.

E. State will review submittals for conformance with contract documents: Acceptance of submittals

by State covers only such conformance. Effort will be made by State to discover errors, but

responsibility for accuracy and correction and resubmittal shall be the Contractor's.

F. Acceptance of submittals will be general and shall not relieve Contractor from responsibility for

proper fitting and construction of Work, nor from furnishing materials and work required by Contract

which may not be indicated on submittals.

G. No portion of work requiring submittals shall be commenced until submittal has been accepted by

State. All such portions of work shall be in accordance with accepted submittals.

H. Number of copies required by State: Provide copies as follows; or greater quantity where so

specified in individual Specification Sections. Add number of copies required by Contractor for

Contractor’s distribution to the following numbers:

1. Progress Schedule, including Schedule of Values: One reproducible and 3 copies. Include

diskettes when CPM schedule is provided.

2. Certification: 3 copies

3. Shop Drawings: Reproducible transparencies - one transparency of each original drawing, and

6 prints of each transparency.

4. Product Data/Material Lists: 6 copies

5. Samples: As specifically indicated in pertinent Specification Section.

6. Samples for Color/Pattern Selection. One set of manufacturer's complete range for initial

selection: and additional samples as requested of selected color/pattern for inclusion in final

color schedule.

7. Substitutions: 6 copies of required related data and information.

I. Submittals shall include:

1. Date and revision dates.

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2. Project title and work order number.

3. Names of Contractor, subcontractor and supplier or manufacturer.

4. Identification of product or material.

5. Relation to adjacent structure or material.

6. Field dimensions, clearly identified as such.

7. Specification Section number.

8. Consecutive submittal number.

9. Blank space for State's stamp.

10. Contractor's stamp, initialed or signed, certifying to review of submittal, verification of field

measurements and compliance with Contract Documents.

END OF SECTION

BUY CLEAN CALIFORNIA REPORTING

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SECTION 01 33 29.08

BUY CLEAN CALIFORNIA REPORTING

PART 1 - GENERAL

1.01 SUMMARY

A. Section includes general requirements and procedures for reporting the embodied carbon

emissions of construction materials used in public works projects.

B. Submit current facility-specific environmental product declaration for each eligible material

proposed to be used on the Project.

1.02 DEFINITIONS

A. Environmental Product Declaration (EPD): Type III environmental impact label, as defined by

the International Organization for Standardization (ISO) standard 14025, or similarly robust life

cycle assessment methods that have uniform standards in data collection consistent with ISO

standard 14025, industry acceptance, and integrity.

B. Facility-specific EPD: Product EPD in which the environmental impacts can be attributed to a

single manufacturer and manufacturing facility.

C. Eligible Materials: Any of the following:

1. Carbon steel rebar.

2. Flat glass.

3. Mineral wool board insulation.

4. Structural steel.

1.03 SUBMITTALS

A. General: Buy Clean California submittals are required to be submitted along with other required

submittal items for eligible materials as described in the Specifications.

B. Facility-specific Environmental Product Declaration: For each eligible material proposed to be

used on the Project.

1. Facility-specific EPDs must comply with ISO 14025. An expired EPD will not be accepted.

C. Eligible Materials Cost Data: Prior to project closeout, provide statement indicating total cost for

eligible materials used on the Project. Costs exclude labor, overhead, and profit. Include

breakout of costs for each eligible material.

D. Eligible Materials Quantity Data: Prior to project closeout, provide statement indicating total

quantity for eligible materials used on the Project. Include breakout of quantities for each eligible

material.

BUY CLEAN CALIFORNIA REPORTING

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PART 2 - PRODUCTS - Not Used

PART 3 - EXECUTION – Not Used

END OF SECTION

ALTERATION PROJECT PROCEDURES

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SECTION 01 35 16

ALTERATION PROJECT PROCEDURES

1.01 GENERAL

A. Requirements hereunder apply to alteration work shown on Drawings and specified in Sections

pertaining to crafts or trades involved.

1.02 ALTERATIONS

A. Provide labor, materials, equipment and transportation as required to complete construction.

Alteration work shall be performed by applicable crafts or trades involved.

B. Keep work area safe, secure, organized and clean through the entirety of the contract.

1.03 REMOVAL WORK

A. Perform removal work, including wrecking and cutting necessary to alteration work, changing or

elimination of old features, installation of new work, or joining and keying of new work to existing

work. Items removed temporarily for convenience of Contractor shall be removed and replaced

by Contractor, as approved.

1.04 ADJACENT SURFACES OR FEATURES

A. Replace, patch and finish in kind, adjacent surfaces or features displaced or disturbed in

performance of alteration work. Broken and cut units shall be replaced with whole units.

B. Except as otherwise shown or specified, join new work to existing work to match similar existing

adjoining work. Prepare existing surfaces to receive new work.

C. Prior to start of construction, in the presence of the State’s Representative, Contractor shall

provide digital video and take digital photo documentation of existing conditions (Refer to Section

01 32 33 for additional requirements) and survey buildings and grounds affected by this Project

and submit itemized list of defects, e.g. broken glass, window screens, salvage items, paving,

walks, etc. At completion of Project, defects not noted on that list or not verifiable on the digital

video or digital photos shall be corrected or replaced by Contractor at no cost to the State.

1.05 SALVAGED ITEMS

A. When specifically indicated, salvable items removed in alteration work may be reused; otherwise

new items shall be provided. Removed items and materials not of value to State and not reused

in the Work shall be disposed of off premises at Contractor's expense.

B. Salvaged items of value to State, and not reused in the Work, shall remain State property; store

on site where directed.

1.06 LAYOUT OF WORK

A. Establish exact layouts, locations, lines and elevations of work in relation to existing work. Obtain

and verify measurements for new work in existing areas.

B. Refer also to Section 01 31 00, Project Management and Coordination.

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1.07 PROTECTION OF EXISTING WORK AND NEW WORK

A. Provide protection against weather and construction operations for existing equipment, finishes,

floors and floor coverings, furniture, fixtures, hardware and other improvements in and about

altered areas.

B. When working outside of the State’s property the Contractor shall take care to protect and

preserve existing conditions or replace in kind upon completion of that phase of construction.

1.08 SHORING, BRACING, UNDERPINNING

A. Provide temporary support for work as required by construction operations and to ensure safety.

1.09 INTERFERENCE

A. Interference with or inconvenience to occupants shall be kept to a minimum. Contractor shall,

however, not be required by the State to work overtime.

1.10 NOISE

A. Noisy motors, cutting, drilling, and fastening equipment shall be operated without disturbance to

occupants of the building or adjacent buildings.

1.11 DUST AND RUBBISH

A. Premises shall be kept clean and in a safe condition. Rubbish shall be removed as it accumulates.

1.12 INTERRUPTION OF SERVICES

A. Interruption of electrical power for performance of work may be permitted only after consultation

with the onsite State Representative. Temporary electrical power shall be provided to meet

requirements of this Article. Added cost to Contractor due to necessity of complying with this

Article shall be deemed to have been included in lump sum bid amount for Work of this

Contract. Refer to requirements in Section 01 11 00 for interruption of services.

B. Contractor shall provide his own temporary construction lighting and power as required in areas

where work is being performed, when normal site power is disrupted.

1.13 ACCESS, DELIVERY, AND HAULING

A. Materials and equipment shall be delivered and rubbish removed through passages designated

by the State. Deliveries of materials and equipment to jobsite shall be made with a Contractor's

representative present.

B. Keep corridors and entrances, for use of occupants, and reasonable access thereto, clear of

building materials, refuse, and the like.

C. Refer to Section 01 60 00 for transportation, handling, and storage requirements.

1.14 CONSTRUCTION AREA

A. Contractor's employees, equipment, and materials shall be restricted to immediate area of

construction.

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B. Contractor is responsible for maintaining security and safety measures at all times within the

construction area for the duration of the contract.

1.15 CONSTRUCTION OFFICES/STAGING/STORAGE SPACE

A. Spaces used by Contractor and subcontractors for materials storage, staging and/or office space

within building, shall be protected and restored before completion of Contract to prior existing or

better than prior existing condition.

END OF SECTION

ESSENTIAL SERVICES PROJECT PROCEDURES

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SECTION 01 35 57

ESSENTIAL SERVICES PROJECT PROCEDURES

1.01 SECTION INCLUDES

A. General: This project has been designed and constructed to comply with the California Essential

Services Building and Seismic Safety Act (ESA). The ESA of 1986 includes requirements that

such buildings shall be “… designed and constructed to minimize fire hazards and resist the forces

of earthquakes and winds.”

B. Regulations: This enabling legislation can be found in the California Health and Safety Code,

Chapter 2, Sections 16000 – 16023. Also refer to the California Administrative Code, California

Code of Regulations, Title 24 – Part 1, California Building Standards Commission – Chapter 4,

Article 1, Essential Services Buildings and Article 2, State Owned Buildings.

C. Enforcement Agency & Responsibilities: Responsibility for enforcement of the act falls to the

Division of the State Architect (DSA), Department of General Services, San Diego Regional Area

Office for State owned or leased facilities. The DSA office responsible for this project is:

1. Responsibilities: DSA will provide oversight of the construction process. DSA will provide

plan check reviews for buildings(s), equipment and elements of the project that are

deemed Essential Services. Also, DSA will provide plan check reviews for access

compliance. DSA will not provide Fire and Life Safety reviews and inspections since this

review and inspections will be performed by the State Fire Marshal’s (SFM) office.

D. Review and Approvals: This Project has received prior review and approval by the DSA. DSA

Construction process and additional approvals during construction are required by DSA pursuant

to the Regulations noted in 1.01-B of this Section and as specified herein.

1.02 RELATED DOCUMENTS AND SECTIONS

A. Document 00 72 00: General Conditions of the Contract for Construction.

B. Section 01 11 00: Summary

C. Section 01 33 00: Submittal Procedures

D. Section 01 32 16: Progress Schedules and Reports

E. Section 01 45 29: Testing Laboratory Services

G. Section 01 77 00: Closeout Procedures

1.03 PLAN REVIEW FEES

A. The Contractor is responsible for securing and submitting all required DSA required submittals.

The State will arrange and pay for DSA design reviews of all additional required DSA review and

approval items as depicted in the project documents. However, the Contractor shall be responsible

for paying for any DSA resubmittals and new fees as a result of extensive revisions and re-

inspections due to Contractor design and construction deficiencies.

B. The Contractor shall be responsible for securing and paying all applicable permits and fees except

as specifically excluded in the project documents.

C. Essential Services inspection fees will be paid by the State, including the testing and special

inspections. However, the Contractor shall be responsible for and pay for any DSA re-inspections

due to Contractor design and construction deficiencies.

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D. Deferred submittals by the Contractor to the SFM for Fire Life safety such as Fire Sprinklers and

Fire Alarm shall be paid by the Contractor.

1.04 DSA DEFERRED AND INCREMENTAL SUBMITTALS

A. Contractor shall provide design and construction documentation for their portions of Increments

and Deferred Submittals to the Project Director for review, comment and inclusion by the Project

A/E.

1.05 FORMS

A. Forms related to this process can be found at DSA’s website. Please see Forms.

1.06 DSA CONSTRUCTION PROCESS

The DSA Construction process can be found in the aforementioned regulations and in the DSA

Publication, “PR 13-01, Procedure: Construction Oversight Process” on their website:

www.dgs.ca.gov/dsa/NewsEvents/contr_oversight_chgs.aspx

The following steps are illustrated to assist the Contractor in their effort during the construction process

with DSA. Contact the DSA Regional Office for additional details.

A. The Project Inspector (the State’s, Inspector of Record (IOR)), Test Laboratory, and Special

Inspections

a. The State will provide a Project Inspector (IOR)

b. The State will pay all material testing costs of the DSA approved testing laboratory and

Special inspections. The approved testing laboratory and Special Inspections firm will

contract directly with the State. However, the Contractor shall be responsible for paying for

all re-testing and inspections.

B. DSA Oversight of the Construction Process

a. The DSA Field Engineer shall make periodic site visits during construction & review reports.

b. The DSA Field Engineer shall communicate with the Architect of Record, (IOR), and State’s

Representative.

C. IOR’s Responsibilities

a. The IOR will:

i. Provide personal continuous inspection of all work.

ii. Maintain complete files of all project documents including change documents.

iii. Monitor the testing and special inspection programs.

iv. Notify the Contractor of all deviations from DSA approve documents.

v. Provide reports twice a month to the Architect of Record, with copies to the

Structural Engineer, DSA and the State’s Representative.

vi. File a final verified report.

vii. The IOR works for and is paid by the State.

D. Architect and Structural Engineer of Record Responsibilities

a. The Architect of Record shall:

i. Investigate and provide directions regarding deficient materials or deviations from

the DSA approved documents.

ii. Observe the construction

iii. Interpret the documents; issue clarifications as necessary in a timely manner

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iv. Submit all change orders, incremental submittals and deferred submittals to DSA

for approval prior to implementation. See Article 1,07 , for additional requirements.

Also refer to the DSA required document “CCD”.

v. File a final verified report.

E. Contractor’s Responsibilities

a. The Contractor shall:

i. Prepared Quarterly Verified Progress Reports, prepared on a DSA form furnished

to Contractor. The report shall be completed by the Contractor’s Superintendent.

Coordinate Reports with the State’s Inspector and submit to the State

Representative.

1.07 CHANGES IN THE WORK

A. Refer to Document 00 72 00, General Conditions of the Contract for Construction, Article 6.

B. Changes in the Work pertinent to this project shall be submitted through the Project Director to

DSA for their review and approval prior to incorporation of such changes into the Work.

1.08 DSA PROJECT CLOSEOUT

A. Contractor shall coordinate with the State and provide all documents they had responsibility to

produce or provide during construction that are required to be submitted for DSA Project Closeout.

The documents shall be organized and tabbed in accordance to the format prescribed by DSA

and/or the IOR.

END OF SECTION

QUALITY REQUIREMENTS

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SECTION 01 41 00

QUALITY REQUIREMENTS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Regulatory Requirements

B. Inspection and Field Quality Control

C. Quality Assurance

D. Field Samples.

E. Manufacturers’ Field Services and Reports.

F. Delegated Design Performance Requirements

1.02 RELATED DOCUMENTS AND SECTIONS

A. Document 00 72 00: General Conditions of the Contract for Construction.

B. Section 01 33 00: Submittal Procedures; Submission of Manufacturers’ Instructions and

Certificates.

C. Section 01 45 29: Testing Laboratory Services.

D. Section 01 60 00: Product Requirements; Requirements for material and product quality.

E. Pertinent Specification Sections.

1.03 REGULATORY REQUIREMENTS

A. Refer to Document 00 72 00, General Conditions of the Contract for Construction.

B. Refer to pertinent Specification Sections.

1.04 INSPECTION AND FIELD QUALITY CONTROL

A. Refer to Document 00 72 00, General Conditions of the Contract for construction.

B. Refer to pertinent Specification Sections.

1.05 QUALITY ASSURANCE

A. Contractor to designate a project engineer and or quality control manager to manage all

quality control activities for the duration of the contract.

B. Complete and submit Quality Control Plan/ Manual for approval by the State prior to the start

of on-site construction activities. Manual shall include, but not limited to, assigned personnel,

procedures and instructions required to implement a formal construction quality control

program.

C. Monitor quality control over suppliers, manufacturers, products, services, site conditions and

workmanship, to produce Work of specified quality.

D. Comply fully with manufacturers' instructions, including each step-in sequence.

QUALITY REQUIREMENTS

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E. When manufacturers' instructions conflict with the Contract Documents, request clarification

from Engineer before proceeding.

F. Comply with specified standards as a minimum quality for the Work except when more stringent

tolerances, codes, or specified requirements indicate higher standards or more precise

workmanship.

G. Work shall be performed by persons qualified to produce workmanship of specified quality.

H. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer.

I. Secure products in place with positive anchorage devices designed and sized to withstand

stresses, vibration, physical distortion or disfigurement.

J. Contractor's Line of Authority: Contractor shall provide one person who shall be both

knowledgeable and responsible for all work to be always performed on this project during normal

work hours. In Contractor’s absence, Contractor’s appointed representative shall be responsible

for all directions given him and said directions shall be binding as if given to Contractor.

Contractor’s representative shall be responsible to coordinate all work to be performed.

K. Shop and field work shall be performed by mechanics skilled and experienced in the fabrication

and installation of the work involved. All work on this project shall be done in accordance with

the best practices of the various trades involved and in accordance with Drawings, accepted

shop drawings, and Specifications.

L. All work shall be erected and installed plumb, level, square and true and in proper alignment

and relationship to the work of other trades. All finished work shall be free from defects. Engineer

reserves the right to reject any materials and workmanship that are not considered to be up to

the highest standards of the various trades involved. Such inferior material or workmanship shall

be replaced at no cost to the State.

M. All work shall be installed by knowledgeable installers and defined "Eligible" by the specified

materials manufacturers. Specifications and recommendations of the manufacturer, whose

materials are used, shall be strictly adhered to during application or installation of materials.

N. Any additional work beyond that specified or illustrated, or any modification thereto, that is

necessary for the furnishing of warranty shall be provided by Contractor at no cost to the State.

1.05 FIELD SAMPLES

A. When Field Sample is required, perform no installation or application until Field Sample is

approved.

B. Submit schedule for Field Sample construction; show date and relationship to Approved

Contract Schedule.

C. Construct Field Samples required by individual Specifications Sections in locations as approved

by the State.

D. The State will review Field Sample for conformance with Drawings and Specifications.

E. Modify or replace Field Sample until Field Sample is approved.

F. Approved Field Samples:

1. Shall remain until remainder of work of Section requiring Field Sample is complete.

2. Will be used as the standard of acceptable quality for that work for remainder of Project.

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3. May be incorporated into the Work at the discretion of the State.

4. Shall be removed at completion of the work of that Section when required by Section or

when not incorporated into the Work.

1.06 MANUFACTURERS’ FIELD SERVICES AND REPORTS

A. Submit qualifications of manufacturer’s representative to the State 30 days in advance of

required observations by manufacturer’s representative. Manufacturer’s representative is

subject to approval of the State.

B. Manufacturer’s representative shall report observations and site decisions or instructions given

to applicators or installers that are supplemental or contrary to manufacturers’ written

instructions.

C. Submit report in duplicate within 30 days of observation to the State Representative for review.

1.07 DELEGATED DESIGN PERFORMANCE REQUIREMENTS

A. Qualifications

1. Engineer shall be a California licensed professional with current registration in the field and

product requiring delegated design.

2. A minimum of five years of experience is required by the engineer responsible for the

design, calculations, documentation, and engineering of the specification section requiring

delegated design.

B. Submittals

1. All delegated design shall be stamped and signed by the California registered engineer

responsible for the design, preparation and engineering of the fabrication and/or

construction of the product or element requiring delegated design.

PART 2 EXECUTION

2.01 EXAMINATION

A. Verify and ensure that existing site conditions and substrate surfaces are acceptable for

subsequent Work. Beginning new Work means acceptance of existing conditions.

B. Verify and ensure that existing substrate is capable of structural support and attachment of

new Work being applied or attached.

C. Examine and verify specific conditions described in individual specification Sections.

D. Verify utility services are available, of correct characteristics, and in correct locations.

2.02 PREPARATION

A. Clean substrate surfaces prior to applying next material or substance.

B. Seal cracks or openings of substrate prior to applying next material or substance.

C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to

applying new material or substance in contact or bond.

QUALITY REQUIREMENTS

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END OF SECTION

TESTING LABORATORY SERVICES

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SECTION 01 45 29

TESTING LABORATORY SERVICES

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. The State will employ and pay for services of an independent testing laboratory to perform specified

testing for CCR Title 24.

1. Contractor shall cooperate with laboratory to facilitate execution of its required services.

2. Employment of laboratory shall in no way relieve Contractor's obligations to perform work

of the Contract.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction, Paragraph 3.13, Tests

and Inspections: Inspections and testing required by laws, ordinances, rules, regulations, orders

or approvals of public authorities.

B. Section 01 86 19: Testing, Adjusting and Balancing Procedures.

C. Individual Sections: Certification of products, Qualifications of testing, organizations and specific

services required.

1.03 REQUIRED TESTS AND INSPECTIONS

A. By the State, CCR Title 24 Tests and Inspections: Except as noted otherwise, these tests and

inspections shall be performed by State’s testing laboratory in conformance with State of California

Code of Regulations (CCR), Title 24 as noted herein.

1. Earthwork (Chapter 18, Title 24)

a. Earth Fill compaction.

b. Inspection of footing excavations.

c. Placing of backfill.

2. Concrete (Chapter 19, Title 24)

a. Materials:

(1) Portland Cement Tests.

(2) Concrete Aggregates.

(3) Reinforcing Bars.

(4) Batch Plant Inspection.

(5) Core tests, if necessary.

(6) Admixtures.

b. Concrete Quality:

(1) Proportions of Concrete.

(2) Strength Tests of Concrete.

c. Concrete Inspection:

(1) Job Site Inspection.

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(2) Batch Plant or Weighmaster Inspection.

(3) Curing.

(4) Construction Joints.

3. Masonry (Chapter 21, Title 24)

a. Materials:

(1) Masonry Units.

(2) Portland Cement.

(3) Mortar and Grout Aggregates.

b. Masonry Quality:

(1) Portland Cement.

(2) Mortar and Grout.

(3) Masonry Cores.

c. Masonry Inspection:

(1) Reinforced Masonry.

4. Structural Steel (Chapter 22, Title 24)

a. Materials:

(1) Material Identification.

(2) Structural Steel.

b. Tests and Inspection of Structural Steel:

(1) Tests of Structural and Cold Formed Steel.

(2) Shop Fabrication Inspection.

(3) Welding Inspection.

(4) Welding of Reinforcing Bars.

B. By the Contractor, Testing, Adjusting, and Balancing of Systems: These services shall be provided

by approved testing organization in conformance with requirements for services specified in

individual sections pertaining to each system.

1.04 CONTRACTOR'S RESPONSIBILITIES

A. Cooperate with laboratory personnel, provide access to work and to manufacturer's operations.

B. Provide to laboratory adequate quantities of representational samples of materials proposed to be

used and which require testing.

C. Provide to laboratory preliminary design mix proposed to be used for concrete, and other material

mixes which require control by testing laboratory.

D. Furnish copies of products test reports as required.

E. Furnish incidental labor and facilities:

1. To provide access to work to be tested.

2. To obtain and handle samples at Project site or at source of product to be tested.

3. To facilitate inspections and tests.

4. For storage and curing of test samples.

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F. Notify State's Inspector 48 hours in advance of operations to allow for laboratory assignment of

personnel and scheduling of tests. When tests or inspections cannot be performed after such

notice, reimburse the State for laboratory personnel and travel expenses incurred due to

Contractor's negligence. Additional testing and inspections required to be performed to do

Contractor’s negligence or lack of quality control shall be reimbursed to the State.

G. When additional testing services are needed for Contractor's convenience, employ and pay for

services of separate, equally qualified independent testing laboratory; or make arrangements with

State's laboratory and pay for additional samples and tests required for Contractor's convenience.

H. The State or its representative shall have the right to reject materials and workmanship which are

defective or to require their correction. Rejected workmanship shall be satisfactorily corrected and

rejected materials shall be removed from the premises without charge to the State. If Contractor

does not correct such rejected work within a reasonable time, fixed by written notice, the State may

correct same and charge the expense to Contractor.

I. Should it be considered necessary or advisable by the State at any time before Acceptance of the

Work to make examination of work already completed by removing or tearing out same, Contractor

shall, on request, promptly furnish necessary facilities, labor and materials. If such work is found

to be defective in any respect due to fault of Contractor or subcontractor, shall defray all expenses

of such examinations and of satisfactory reconstruction. If, however, such work is found to meet

requirements of the Contract, additional cost of labor and material necessarily involved in the

examination and replacement will be allowed the Contractor.

J. Should additional testing and inspections be required due to the result of the work of the General

Contractor including not being prepared for requested inspections, poor workmanship or lack of

quality control the Contractor shall be responsible for all costs related to those re-inspections

through direct payment to the State’s MT&IS contractor or back charge/ deductive change order to

the contract.

END OF SECTION

TEMPORARY FACILITIES AND CONTROLS

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SECTION 01 51 00

TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Furnish and install temporary facilities as hereunder specified, plus other unspecified temporary

facilities, including labor, materials, services, utilities, and equipment, as may be required for

proper performance of Contract, except as otherwise provided. Temporary facilities shall be

approved by the State and other authorities having legal jurisdiction. Locate facilities where and

as directed and maintain in safe and sanitary condition at all times until completion of Work.

B. At completion of work, or sooner when no longer needed, remove all temporary facilities, except

where certain facilities are specified to remain or to be relocated for use under future contracts.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction.

B. Section 01 31 00: Project Management and Coordination

C. Section 01 74 19: Construction Waste Management.

D. Section 01 74 23: Cleaning.

E. Section 01 77 00: Closeout Procedures.

1.03 FIELD OFFICE

A. Field Office for State: Not required.

B. Contractor’s Field Office: Contractor may provide field office/ equipment storage facilities for

Contractor’s use as necessary, site has limited space for laydown area, storage and office

facilities, coordinate with State to ensure areas do not interfere with State functions. Contractor’s

field office shall be neat and substantial, and expenses therefor shall be paid by Contractor.

C. Telephone Service: The State will provide and pay for telephone service for its own use.

1. Telephone service required by Contractor shall be provided and paid for by Contractor, if,

and as needed in performance of the Work.

1.04 CONSTRUCTION EQUIPMENT

A. Erect, equip, operate, and maintain construction equipment in strict accordance with applicable

statutes, laws, ordinances, rules, and regulations of authorities having jurisdiction.

B. Provide and maintain scaffolding, staging, runways, and similar equipment, as needed.

TEMPORARY FACILITIES AND CONTROLS

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C. Limited space onsite may require heavy equipment to be mobilized as needed or may require a

storage area offsite as needed to maintain the office functions during construction.

D. Provide and maintain hoists and construction elevators, including elevators for hoisting workmen;

complete with operators, power and signals, as required (per Safety Orders of State of California

Division of Industrial Safety) until completion of Work under this Contract or until no longer

required. (See following paragraphs “A..2” in Article “Use of Building Elevators”.)

1.05 SAFETY PRECAUTIONS

A. Provide and maintain barricades, fencing, shoring, pedestrian walkways including attached lights,

other lights, and other safety precautions to properly guard against personal injury and property

damage as prescribed by authority having jurisdiction. (See also General Conditions, Article 10.).

B. Wood fences, barricades, walkways, and similar items shall be painted 2 coats; color as directed

by the State.

C. Barricades, fencing, shoring, pedestrian walkways, including attached lights, and other existing

safety precautions provided under previous contracts, are required to be left in place.

D. Contractor for Work of this Contract shall assume responsibility for maintaining such items for

duration of Work of this Contract, and shall repair, replace, and relocate them as necessary for

safe protection.

E. In addition, Contractor for Work of this Contract shall provide such additional safety precautions

as may be prescribed by authorities having jurisdiction. (See also General Conditions, Articles

10.).

F. Attention is directed to Safety Orders issued by State of California, Division of Industrial Safety.

Contractor shall obtain copies of Safety Orders applicable to type of work to be performed, and

shall be governed by requirements thereof in construction operations.

G. Fully inform each subcontractor and material supplier as to requirements of applicable Safety

Orders. (See General Conditions, Article 10.).

1.06 ROADS AND ACCESSWAYS

A. Entrance to Work Site: Contractor and Contractor’s employees and subcontractors shall use

certain access roads or entrance ways as indicated on the Drawings or as directed by State.

1. Maintain these roads in satisfactory condition during Contract time, and repair damages

attributable to Work of this Project at intervals as needed. At completion of Contract, roads

and entrance ways shall be left in condition at least equal to that existing at start of Contract,

except as may be otherwise required by Contract documents.

2. Contractor shall keep the ingress/egress at vehicular gates in order to ensure that California

Highway Patrol can continue required operations. Any activity or temporary facility that

impedes this access must coordinated with the State in advance of the work.

B. Permanent Improvements: Where Contract calls for permanent sidewalk, road, and other ground

improvements, and such permanent improvements are completed, or essentially completed within

construction period, Contractor does not have vested right to use such improvements as

temporary facilities.

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C. Contractor shall retain responsibility pursuant to General Conditions, Paragraph 3.2. Use of

permanent improvements by Contractor shall be subject to approval by State.

1.07 USE OF STATE PROPERTY

A. On Site Storage and Work Areas: The site is small and the State will allocate available on site

storage and work areas to Contractor, subject to change as may be necessary by job progress,

such as site development or other intervening work.

B. State Property: Operations shall be confined to State property to greatest possible extent, and

shall not encroach on areas other than those designated or approved for such use by State. (See

General Conditions, Paragraph 3.14.)

1. Ascertain, observe, and comply with rules and regulations in effect at occupied State

facilities, including, but not restricted to, parking and traffic regulations, security restrictions,

hours of allowable in-gress and egress as to main arteries, occupied buildings, and the like.

C. Use of Sidewalks and Streets: Contractor shall make arrangements with City authorities for

temporary use of streets and sidewalks for offices, shops, storage, etc., and shall abide by City

rules, regulations, and ordinances, obtain permits, and pay fees therefore.

D. Parking and Traffic Regulations: Persons involved in construction operations shall comply with

parking and traffic regulations for use of City streets, as enforced by City authorities, except for

other arrangements as may be agreed to between Contractor and City authorities.

E. Existing Improvements in Sidewalks and Streets: Existing street signs, electroliers, traffic signals,

fire hydrants, underground valves and meter boxes, manholes, trees and other items occurring in

sidewalk areas or in streets adjacent to the site shall be left undisturbed, unobstructed, and easily

accessible at all times during construction, except as otherwise indicated or agreed to between

Contractor and City authorities.

F. Covering, moving, trimming, or altering which may become necessary shall be done only with

consent of and in cooperation with City authorities having jurisdiction. Contractor shall pay costs

which may be incurred.

G. Contractor shall make detailed examination of such City property at start of work and conditions

shall be noted by him and confirmed by State.

1. City streets, sidewalks and curbs, and other existing improvements therein adjacent to site,

if damaged by this work, shall be repaired by Contractor at intervals as needed. At

completion of project, all such items not included in Contract shall be left in condition at

least equal to that at start of operations.

2. Repair work shall conform to requirements of public authorities having jurisdiction. This

includes, but is not restricted to, temporary walks for pedestrians, cleaning of mud and

debris, air pollution control, and traffic control.

H. Protection of State-Owned Trees and Shrubs: Existing State-owned trees and shrubs to remain

shall not be injured during the course of this work. (See “Site Clearing”, Section 31 10 00).

1. Irrigate trees and shrubs, which are to remain within work area as directed by State; also,

construct suitable earth berms around such trees and shrubs as necessary to hold irrigation

2. If any tree or shrub during the course of, or as a result of construction operations is injured

to extent of causing its permanent disfigurement or death, Contractor shall pay cost of

TEMPORARY FACILITIES AND CONTROLS

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damages to the State for each tree or shrub so injured, amount to be agreed upon by the

State and Contractor.

3. If any tree or shrub during the course of, or as a result of construction operations is injured

to extent of causing its permanent disfigurement or death within the one year guarantee

period, it is agreed by the parties to this Contract that actual damage to the State will be

impossible to determine, and in lieu thereof, Contractor shall pay to State as fixed, agreed,

and Liquidated Damages, the sum called for in Section 01 11 00 for each tree and each

shrub so injured.

I. Protection of Existing Utilities: Utility service lines found entering site and not indicated to remain

or to be incorporated in new work, shall be plugged, capped, or otherwise abandoned by

Contractor in manner satisfactory to Utility Companies whose services are involved, except as

otherwise required. (See also General Conditions, Paragraphs 3.1 and 10.1, and “Site Clearing”,

Section 31 10 00).

J. Protection of Existing Utilities: Protect from damage, existing utility lines not specified to be altered

by work of this Contract; any such features damaged shall be repaired or replaced to condition

equal to that existing prior to commencing work of this Contract. (See also General Conditions,

Paragraphs 3.1 and 10.1, and “Site Clearing”, Section 31 10 00).

1.08 SIGNS

A. Project Sign: Not required.

1.09 CLEAN UP OF WORK AND DISPOSAL OF TRASH

A. Attention of Contractor is directed to General Conditions, Paragraph 3.16, and Specification

Sections 01 74 23 and 01 77 00. Keep work and storage areas clean and free of rubbish and

perform protective and clean up work within one day of being so notified by State.

B. Dispose of trash resulting from work, off State property, as it accumulates. Pay fees required for

use of public dumps. Burning on State property is prohibited.

1.10 NOISE AND DUST ABATEMENT

A. Accomplish noisy operations with least inconvenience to building occupants.

A. Accomplish noisy operations outside of regular working hours; include extra cost in bid price.

Such work shall be done at times convenient to State and shall be approved by State at least 48

hours in advance.

B. Control dust resulting from indoor construction operations by localizing it to greatest practicable

extent using temporary partitions, curtains, or other means which will prevent spread of dust

beyond immediate work area. Duct opening and other opening communicating with other portions

of building shall have effective temporary closures.

C. Use water wagons or spray from hoses to control dust created by outdoor work operations in

areas on State property during entire period of this Contract as directed by State; also,

satisfactorily control dust created by operations on property used, other than State property, to

satisfaction of all concerned.

1.11 SANITARY FACILITIES

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A. Toilet Facilities: Provide sufficient suitably enclosed chemical toilets, conforming to ANSI Z4.3.,

with urinal for workmen.

B. Washing Facilities: Provide properly mounted and adequate wash sinks connected to water

supply. Locate sinks where directed by State.

C. Drinking Water Facilities: Provide clean, sanitary and adequate drinking water.

1.12 TEMPORARY UTILITIES SERVICES PURCHASED FROM STATE

A. Where temporary utilities services such as electric energy, steam, gas, or water are available at

site from State Agency and payment thereof is required. Contractor may make independent

arrangements with State Agency for purchase thereof.

B. In such cases, final payment on Contract for this Project will not be made until Contractor submits

letter from Agency indicating that payment has been made for utilities services, or that adequate

provisions has been made to ensure payment at a future time.

1.13 TEMPORARY WATER

A. Make arrangements for water required for construction purposes; furnish and install temporary

piping or hose to carry water to every part of construction.

B. Pay for all water used during time of this Contract. Make arrangements with water company for

transfer of water payment responsibility.

1.14 TEMPORARY ELECTRICAL FACILITIES

A. Provide such temporary electrical facilities as necessary for the Work, and to supply temporary

lighting for work operations and temporary power for portable power driven tools.

1. Temporary power for heating asphalt used in application of cold storage insulation and for

elevator adjustment and operation shall also be provided hereunder.

2. Extent of temporary electrical service for elevator adjustment and operation shall be as

specified.

B. Construction Requirements: Construct and maintain temporary electrical facilities in accordance

with California Code of Regulations, Title 24, Part 3, Basic Electrical Regulations, State Building

Standards Electrical Code, Public Utilities Commission “Rules for Overhead Line Construction”

(G.O.95), and requirements of utility company providing service. Materials, devices, and

equipment used for these facilities shall be in good and safe condition, but need not be new.

1.16 DEWATERING FACILITIES

A. Provide and maintain dewatering and pumping facilities to keep site reasonably dry, and to protect

materials and installed work from water damage until dewatering is no longer required.

1. Dewatering facilities provided by contractor for work of previous contract, will be used by

that contractor until completion of that Contract. At such time, that contractor will remove

portable dewatering facilities from site, and Contractor for Work of this Contract shall

assume responsibility for keeping site dewatered. Coordinate changeover to prevent lapse

of protection.

TEMPORARY FACILITIES AND CONTROLS

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2. Remove dewatering facilities from site when no longer needed.

END OF SECTION

PRODUCT REQUIREMENTS

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SECTION 01 60 00

PRODUCT REQUIREMENTS

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. This Section describes basic requirements governing products including:

1. Workmanship.

2. Manufacturers' instructions.

3. Transportation and handling.

4. Storage and protection.

5. Substitutions

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction.

B. Section 01 33 00: Submittal Procedures.

C. Section 01 77 00 - Closeout Procedures: Operation and maintenance data; warranties and bonds.

1.03 PRODUCTS

A. Products include material, equipment, and systems.

B. Comply with specifications and referenced standards as minimum requirements.

C. Components required to be supplied in quantity within a Specification Section shall be the same,

and shall be interchangeable.

D. Reference to materials or methods of construction by name and catalog number is done to

establish standards of quality, design, utility, suitability, and cost, and shall not be construed as

limiting competition.

E. Where the words "or equal" are used following trade names, patented products, or proprietary

products or methods, they shall be deemed to read "or equal in quality, design, utility and

suitability"; as solely determined by the State. Where such trade names, products, or methods

are without the use of the words "or equal", they shall be deemed to be followed by the words "or

equal in quality, design, utility and suitability" as solely determined by the State.

F. Materials and methods of equal standards will be accepted for use if first deemed equal, and

approved by the State.

PRODUCT REQUIREMENTS

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1.04 QUALITY ASSURANCE

A. Comply with industry standards except when more restrictive tolerances or requirements indicate

more rigid standards or greater quality.

B. Perform work by persons qualified to produce specified quality.

C. Secure products in place with positive anchorage devices designed and sized to withstand

stresses, vibration, and racking.

1.05 MANUFACTURERS' INSTRUCTIONS

A. When work is specified to comply with manufacturers' instructions, submit copies as specified in

Section 01 33 00, distribute copies to persons involved, and maintain one set in field office.

B. Perform work in accordance with details of instructions and specified requirements. Should

conflict exist between Specifications and instructions, consult with Project Director.

1.06 TRANSPORTATION AND HANDLING

A. Transport products by methods to avoid product damage, deliver in undamaged condition in

manufacturer's unopened containers or packaging.

B. Provide equipment and personnel to handle products by methods to prevent soiling or damage.

C. Promptly inspect shipments to ensure that products comply with requirements, quantities are

correct, and products are undamaged.

1.07 STORAGE AND PROTECTION

A. Store products in accordance with manufacturer's instructions, with seals and labels intact and

legible. Store sensitive products in weathertight enclosures; maintain within temperature and

humidity ranges required by manufacturer's instructions.

B. For exterior storage of fabricated products, place on sloped supports above ground. Cover

products subject to deterioration with impervious sheet covering, provide ventilation to avoid

condensation.

C. Store loose granular materials on solid surfaces in well-drained area; prevent mixing with foreign

matter.

D. Arrange storage to provide access for inspection. Periodically inspect to assure products are

undamaged and maintained under required conditions.

E. After installation, provide coverings to protect products from damage from traffic and construction

operations, remove when no longer needed.

1.08 SUBSTITUTIONS (ALTERNATIVES)

A. Refer to Document 00 72 00, General Conditions of the Contract for Construction, Subparagraph

3.12.10, and Section 01 33 00, Submittal Procedures.

END OF SECTION

CUTTING AND PATCHING

RESDMSTR: 02/03/2014 01 73 29 -1 000000000005953

SECTION 01 73 29

CUTTING AND PATCHING

PART 1 - GENERAL

1.01 WORK INCLUDED

A. General requirements for cutting, fitting and patching of the work to:

1. Make the several parts fit properly.

2. Uncover work to provide for installation, inspection, or both, of ill-timed work.

3. Remove and replace work not conforming to requirements of the Contract Documents.

4. Remove and replace defective work.

5. Reworking and patching to match existing surfaces at removed or demolished items.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction; Paragraph 3.15, Cutting

and Patching.

1.03 QUALITY ASSURANCE

A. Patching shall achieve security, strength, and weather protection, and shall preserve continuity of

existing fire ratings.

B. Patching shall successfully duplicate undisturbed adjacent finishes, colors, textures, and profiles.

Where there is dispute as to whether duplication is successful or has been achieved to a

reasonable degree, the State's judgment shall be final.

PART 2 - PRODUCTS

2.01 MATERIALS

A. For replacement of work removed, use only materials which comply with pertinent Sections of

these Specifications.

2.02 PAYMENT FOR COSTS

A. Perform cutting and patching required to comply with the Contract Documents at no additional

cost to the State.

PART 3 - EXECUTION

3.01 INSPECTION

A. Inspect existing conditions, including elements subject to movement or damage during cutting,

excavating, backfilling, and patching.

B. After uncovering the work, inspect conditions affecting installation of new work.

CUTTING AND PATCHING

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3.02 INSTALLATION

A. Perform cutting and patching in a manner to prevent damage to other work and to provide proper

surfaces for the installation of materials, equipment, and repairs.

B. Do not cut nor alter structural members without prior approval of the State.

C. Adjust and fit products to provide a neat installation.

D. Finish or refinish, as required, cut and patched surfaces to match adjacent finishes. Paint over

complete surface plane, unless otherwise indicated. Over patched wall or ceiling surfaces, paint

to nearest cut-off line for entire surface, such as intersection with adjacent wall or ceiling, beam,

pilasters, or to nearest opening frame, unless otherwise indicated. Painted surfaces shall not

present a spotty, touched-up appearance.

END OF SECTION

CONSTRUCTION WASTE MANAGEMENT

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SECTION 01 74 19

CONSTRUCTION WASTE MANAGEMENT

PART 1 – GENERAL

1.01 WORK INCLUDED

A. Waste Management Objective for the Project:

1. The State has established that this Project shall minimize the generation of construction and

demolition waste at the site. Factors that contribute to waste, such as over-packaging,

improper storage, ordering error, poor planning, breakage, mishandling, and contamination

shall be minimized.

2. Of the inevitable waste that is generated, as many of the waste materials as economically

feasible shall be reused or recycled. Waste disposal in landfills shall be minimized.

B. Diversion from Landfill: Waste categories appropriate for diversion from landfill shall include, but

not be limited to, the following:

1. Land clearing debris

2. Soil

3. Wood: Clean dimensional wood, palette wood

4. Sheet Wood: Plywood, OSB and particle board

5. Concrete

6. Bricks

7. Concrete Masonry Units (CMU)

8. Asphalt Concrete

9. Paper

a. Bond

b. Newsprint

c. Cardboard and paper packaging materials

10. Cement Fiber Products: Shingles, panels, and siding

11. Metals

a. Ferrous

b. Non-ferrous

12. Paint

13. Rigid Foam

14. Glass

15. Plastics

16. Carpet and pad

17. Beverage containers

18. Insulation

19. Gypsum Board

20. Porcelain Plumbing Fixtures

21. Fluorescent Light Tubes (per Department of Toxic Substances Control regulations)

CONSTRUCTION WASTE MANAGEMENT

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1.02 RELATED REQUIREMENTS

A. Appendix 01 74 19.1: Construction Waste Estimate.

B. Appendix 01 74 19.2: Waste Management Report.

C. Section 01 33 00: Submittal Procedures.

D. Section 01 74 23: Cleaning.

E. Section 01 77 00: Closeout Procedures.

1.03 REFERENCES

A. The California Department of Resources Recycling and Recovery (CalRecycle); Telephone (916)

341-6300; https://www.calrecycle.ca.gov/ConDemo.

B. Local Integrated Waste Management Programs and Re-Use Programs in the Project area.

C. The Department of Toxic Substances Control (DTSC)

1.04 CONSTRUCTION WASTE ESTIMATE

A. Within 10 calendar days after Start Date of the Work, or prior to any waste removal, whichever

occurs sooner, the Contractor shall submit to the State a Construction Waste Estimate, using the

Construction Waste Estimate form included as Appendix 01 74 19.1; containing the following

information:

1. Estimate of total job site wastes to be generated, including material types and quantities.

2. Estimate of percentages of waste categories to landfill, to be reused, and to be recycled.

B. The State will provide an electronic copy of Appendix 01 74 19.1 for Contractor's use.

C. Submit Construction Waste Estimate under provisions of Section 01 33 00.

1.05 WASTE MANAGEMENT

A. Manager: Contractor shall designate on-site party (or parties) responsible for instructing workers

and subcontractors, and overseeing and documenting results of Waste Management for the

Project.

B. Distribution: Contractor shall distribute copies of the Construction Waste Estimate and Waste

Management Report forms to the Job Site Foreman, each Subcontractor, and the State’s

Representative.

C. Meetings: Contractor shall conduct Waste Management meetings with subcontractors who

generate construction waste. Contractor shall present current status of the Waste Management

Report at regular job-site meetings.

D. Materials Handling Procedures: Provide means by which waste materials will be protected from

contamination, and means to be employed in reuse or recycling of waste material consistent with

requirements for acceptance by receiving facilities.

CONSTRUCTION WASTE MANAGEMENT

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1. Separation Facilities: Contractor shall lay out and label a specific area to facilitate

separation of materials for reuse and recycling. Recycling and waste bin areas shall be

kept neat and clean and clearly marked in order to avoid contamination of materials.

2. Hazardous Wastes: Hazardous wastes shall be separated, stored, and disposed of

according to local regulations, and in accordance with specifications for such work as may

be included in this Project.

3. Instruction: Contractor shall provide on-site instruction of appropriate separation, handling,

and recycling, salvage, reuse, and return methods to be used by all parties at appropriate

stages of the Project.

1.06 WASTE MANAGEMENT REPORT

A. Upon completion of Work, including final cleanup, provide a final Waste Management Report

containing the information required on Appendix 01 74 19.2, Waste Management Report forms.

1. The total quantity of each waste material generated; and the date(s) removed from the job-

site.

2. The percent of the total quantity generated of each material sent to landfill, the identity of the

landfill (receiving facility), handling costs, transport costs, tipping fees paid at the landfill, and

total landfill costs. Attach copies of manifests, weight tickets, receipts, and invoices.

3. For each material reused or recycled from the Project, include the percent of the total quantity

generated, the identity of the receiving facility, the total costs of handling and transportation,

and income. Attach manifests, weight tickets, receipts, and/or invoices.

4. Contractor shall edit and use forms included in Appendix 01 74 19.2, Waste Management

Report, or use them as a basis for Contractor’s forms.

5. The State will provide electronic copies of Appendix 01 74 19.2 for Contractors' use.

B. Submit Waste Management Report under provisions of Section 01 77 00.

END OF SECTION

Waste Material (Edit to Suit) Unit Estimated Quantity Percent to Percent Percent

Generated Landfill Reused Recycled

Land Clearing Debris CY

Soil CY

Wood CY

Sheet Wood CY

Concrete CY

Bricks CY

Concrete Masonry Units CY

Asphalt Concrete CY

Paper CY

Cement Fiber Products CY

Metal (ferrous) TON

Metals (non-ferrous) LBS

Paint GAL

Rigid Foam CF

Glass CF

Plastics CF

Carpet and Pad SY

Beverage Containers LBS

Insulation CF

Gypsum Board CF

Porcelain Plumbing Fixtures EA

Fluorescent Light Tubes EA

CONSTRUCTION WASTE ESTIMATE

Date:

________

RESDMSTR: 07/03/2019

CONSTRUCTION WASTE ESTIMATE

01 74 19.1-1 000000000005953

Waste Material (Edit to Suit) Unit Date Removed Total Quantity Percent to Percent Percent

Generated Landfill Reused Recycled

Land Clearing Debris CY

Soil CY

Wood CY

Sheet Wood CY

Concrete CY

Bricks CY

Concrete Masonry Units CY

Asphalt Concrete CY

Paper CY

Cement Fiber Products CY

Metal (ferrous) TON

Metals (non-ferrous) LBS

Paint GAL

Rigid Foam CF

Glass CF

Plastics CF

Carpet and Pad SY

Beverage Containers LBS

Insulation CF

Gypsum Board CF

Porcelain Plumbing Fixtures EA

Fluorescent Light Tubes EA

QUANTITIES

WASTE MANAGEMENT REPORT

RESDMSTR: 07/03/2019

WASTE MANAGEMENT REPORT

01 74 19.2-1 000000000005953

Waste Material (Edit to Suit) Unit Receiving Facility

Handling Transport Fee Cost Income Cost Income

Land Clearing Debris CY

Soil CY

Wood CY

Sheet Wood CY

Concrete CY

Bricks CY

Concrete Masonry Units CY

Asphalt Concrete CY

Paper CY

Cement Fiber Products CY

Metal (ferrous) TON

Metals (non-ferrous) LBS

Paint GAL

Rigid Foam CF

Glass CF

Plastics CF

Carpet and Pad SY

Beverage Containers LBS

Insulation CF

Gypsum Board CF

Porcelain Plumbing Fixtures EA

Fluorescent Light Tubes EA

TOTALS:

Landfill Cost

Reused

Recycled

WASTE MANAGEMENT REPORT

COST / INCOME

RESDMSTR: 07/03/2019

WASTE MANAGEMENT REPORT

01 74 19.2-2

000000000005953

RECYCLED CONTENT CERTIFICATION

RESDMSTR: 07/03/2019 01 74 20-1 000000000005953

SECTION 01 74 20

RECYCLED CONTENT CERTIFICATION

PART 1 – GENERAL

1.01 WORK INCLUDED

A. Recycled Content Reporting for the Project:

1. The State has established that all Projects shall document and report the percentage of

recycled content in materials, products, equipment and furnishings actually installed and

provided for this Project.

2. The State Agency Buy Recycled Campaign (SABRC) is a joint effort between the

Department of General Services and the California Department of Resources Recycling and

Recovery (CalRecycle) to implement State law. Public Contract Code (PCC) sections

12200–12320 require State agencies to purchase recycled-content products (RCP) instead

of non-recycled-content products (non-RCP) in eleven (11) product categories, to ensure

that a minimum percentage of purchases in those categories have recycled content, and

report these purchases annually to CalRecycle. The certification and reporting will be

utilized to comply with those requirements.

3. All products that can be classified as being in one of the eleven (11) categories must be

included in the reporting, whether the product is a RCP or non-RCP. Only products that can

be classified in one of the categories shall be reported.

B. Recycled Content Categories: Categories identified for purchasing and reporting of products:

1. Paper products.

2. Printing and writing papers.

3. Mulch, compost, and cocompost products.

4. Glass products.

5. Lubricating oils.

6. Plastic products.

7. Paint.

8. Antifreeze.

9. Tires.

10. Tire-derived products.

11. Metal.

1.02 RELATED REQUIREMENTS

A. Section 00 72 00: General Conditions of the Contract for Construction

B. Section 01 33 00: Submittal Procedures.

C. Section 01 77 00: Closeout Procedures.

1.03 REFERENCES

A. CalRecycle:

1. State Agency Buy Recycled Campaign: CalRecycle Publications Catalog Search. Access

this website for information on the Buy Recycled Campaign.

2. Construction and Demolition Debris Recycling. Access this website for information on the

Construction Waste/Demolition.

RECYCLED CONTENT CERTIFICATION

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1.04 DEFINITIONS

A. Recycled Content Product (RCP): All materials, goods, and supplies that are from one of the

eleven (11) Product Categories that contains the minimum percentages of secondary and

postconsumer materials stipulated in the Recycled Content Certification Worksheet footnotes.

B. Non-Recycled Content Product (non-RCP): All materials, goods, and supplies that are from one

of the eleven (11) Product Categories having no recycled content or less than the minimum

percentages of secondary and postconsumer materials stipulated in the Recycled Content

Certification Worksheet footnotes.

1.05 RECYCLED PRODUCT CERTIFICATION

A. With each product submittal from one of the eleven (11) Product Categories, submit a Recycled

Content Certification Worksheet, Appendix 01 74 20.1, containing the following information:

1. Product Description, with applicable specification section of product.

2. Estimated material dollar value including any taxes and delivery cost.

3. Designate the Product Category for each product listed.

4. Estimate of percentage of material content.

5. Designate whether or not product is a Recycled Content Product.

6. Attach a copy of the manufacturer’s or vendor’s data sheet showing recycled content

percentages if product is reported as a Recycled Content Product.

B. An example of a completed Recycled Content Certification Worksheet is attached as Appendix 01

74 20.1 for Contractor’s reference. An electronic version of this Worksheet for Contractor’s use

will be provided by the State at the Project start meeting.

1.06 CLASSIFICATION OF PRODUCTS

A. RCP’s and non-RCP’s that are made from multiple material types should be reported in the

product category of the material type representing most of the product.

1.07 STATE AGENCY BUY RECYCLED CAMPAIGN PROCUREMENT SUMMARY

A. Manager: Contractor shall designate an individual responsible for instructing suppliers and

subcontractors, and overseeing and documenting results of Recycled Content Certification for the

Project. Manager shall document results of submitted Recycled Content Certification Worksheets

on the SABRC Procurement Summary, Appendix 01 74 20.2, in total for each product category.

Only reportable products from one of the eleven (11) categories should be recorded.

B. An example of a completed SABRC Procurement Summary is attached as Appendix 01 74 20.2

for Contractor’s reference. An electronic version of this Worksheet for Contractor’s use will be

provided by the State after Award of contract.

C. Distribution: Manager shall provide copies of the SABRC Procurement Summary at intervals

agreed to by the State’s Representative for monitoring of the program. At the conclusion of the

construction submittals and prior to final payment, Manager shall provide a copy of the final

SABRC Procurement Summary under provisions of Section 01 77 00.

END OF SECTION

PROJECT NAME: VISITOR’S NON-SECURE ENTRANCE, STATEWIDE YOUTH CORRECTIONAL AGENCY PROJECT NO.: 000000000001234

RECYCLED CONTENT CERTIFICATION WORKSHEET(EXAMPLE)

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Recycled-Content Certification Worksheet

This form must be completed by contractor. The contractor must submit worksheet with each product submittal to the State agency, with a row

completed for each product supplied to the State. Attach additional sheets if necessary. Information must be included, even if the product does not

contain recycled-content material but it is within one of the 11 categories. Refer to footnotes following this form.

CONTRACTOR’S / VENDOR’S NAME: XYZ CONTRACTORS_________________________________________________DATE: FEBRUARY 5, 2019_________________

ADDRESS: 4300 PLEASANT VALLEY DR., LINCOLN LOGS, CA 95000____________________PROJECT DIRECTOR: (AS NAMED)_______________________________

PHONE: (XXX) XXX-XXXX FAX: (XXX) XXX-XXXX

Product Description/ Specification

Section

Quantity

Estimated

Dollars

Product

Category

RCP

Y/N?

Virgin

Content

(Percent)

Postconsumer

Material

(Percent)

Secondary

Material

(Percent)

Total

Percent

High Impact Resistant Gypsum Board, 09260 N/A $2,500 Paper Y 50 10 40 100%

Cellulose Building Insulation, 07213 N/A $10,000 Paper Y 20 10 70 100%

Underslab Vapor Barrier, 03300 N/A $1,500 Plastic Y 20 20 60 100%

Electrical Cover Plates, 16010 N/A $2,500 Plastic N 90 0 10 100%

Interior and Exterior Paint, 09900 300gal $8,000 Paint N 100 0 0 100%

Recessed Entrance Mats, 10420 N/A $1,800 Tire Derived Y 40 20 40 100%

Ceramic Tile, 09310 N/A $5,000 Glass Y 35 10 55 100%

Exterior and Interior Windows, 08800 N/A $30,000 Glass N 70 10 20 100%

Metal Studs, 09206 N/A $6,000 Metal Y 65 15 10 100%

Public Contract Code sections 10233, 10308.5, and 10354 require all vendors

and contractors to certify in writing, under penalty of perjury, the minimum, if

not the exact, percentage of postconsumer and secondary material in the

products, materials, goods, or supplies provided or used.

Public Contract Code section 12205 (a) requires all State agencies to require

all contractors to certify in writing, under penalty of perjury, the minimum, if not

the exact percentage, of postconsumer and secondary material in the products,

materials, goods, or supplies provided or used.

_______________________________________________________________________________________________________________________________________________

Printed name of person completing form Title Signature of person completing form

RECYCLED CONTENT CERTIFICATION WORKSHEET(EXAMPLE)

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Footnotes

You must submit copies of this form and/or other documentation for each product that is reportable.

1. Product category refers to one of the product categories into which the reportable product purchase falls. For products made from multiple

materials, choose the category that comprises most of the product, either by a weight or volume criteria. The product categories and

corresponding content requirements are defined as follows:

1. Paper products

2. Printing and writing papers

3. Mulch, compost and cocompost.

4. Glass products

5. Lubricating oils

6. Plastic products

7. Paint

8. Antifreeze

9. Tires

10. Tire-derived products

11. Metal

Recycled-content printing and writing papers (PWP) include copy paper and xerographic papers of all colors, and higher-grade papers such

as watermarked and cotton fiber papers. High-speed copier paper, offset paper, forms bond, computer printout paper, carbonless paper, ruled

tablets, calendars, posters, manila file folders, index cards, white wove envelopes, and other uncoated printing and writing paper such as writing

and office paper, book paper, cotton-fiber paper (containing 25–75 percent cotton fiber), and cover stock are all included in the PWP

category.

Recycled metal product means flat rolled metal products with at least 25 percent of the total weight consisting of secondary and

postconsumer material, with not less than 10 percent postconsumer material. Products made with flat rolled metal meeting these content

percentages may include automobiles, cans, appliances, and office furniture and supplies.

Recycled-content product (RCP) for paper products, plastic products, glass products, tires, tire-derived products, compost and co-

compost, lubricating oil, paints, solvents, is defined in PCC section 12200 (SB 1915, 1994) as containing at least 50 percent of the total

weight of which consists of secondary and postconsumer material with not less than 10 percent of its total weight consisting of postconsumer

material. This definition applies to all product categories that do not have specific statutory definitions.

2. Virgin material content is that portion of the product made from non-recycled material, that is, the material is neither secondary nor

postconsumer material.

3. Postconsumer material is defined as “a finished material which would have been disposed of as a solid waste, having completed its life cycle as

a consumer item, and does not include manufacturing wastes.” This is material such as newspaper that you read and was recycled and then

made into recycled-content newsprint or some other recycled product. Postconsumer material is generally any product that was bought by the

consumer, used, and then recycled into another product.

4. Secondary material is defined as “fragments of finished products or finished products of a manufacturing process, which has converted a

resource into a commodity of real economic value, and includes postconsumer material, but does not include excess virgin resources of the

manufacturing process.” This is material such as newsprint that is trimmed from a roll in the paper plant that is returned to the beginning of the

process to make recycled-content newsprint. The material (product) did not get to the consumer before being recycled.

For example, if a printing and writing paper contained 20 percent postconsumer material, you would indicate 20 percent in the postconsumer

column and 80 percent in the virgin column. If the product had 40 percent secondary material and 20 percent postconsumer material, you would

RECYCLED CONTENT CERTIFICATION WORKSHEET(EXAMPLE)

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indicate 40 percent in the secondary column, 20 percent in the postconsumer column, and 40 percent in the virgin column. To meet the 50/10

content requirement of another product category, the product would contain 50 percent recycled-content (40 percent secondary and 10 percent

postconsumer material) and 50 percent virgin material.

5. The sum of the virgin column, the postconsumer column, and the secondary column must equal 100 percent.

Note: Products that are made from multiple material types should be reported in the product category of the material type representing most of the

product. The amount of material used in the product can be measured by weight or volume. If, for instance, a chair is made from steel, aluminum,

and plastic and most of the material, either by weight or volume, is plastic, report it as a plastic product. If, however, most of the product, either by

weight or volume, is metal, report the purchase as a metal product.

ROJECT NAME: VISITOR’S NON-SECURE ENTRANCE, STATEWIDE YOUTH CORRECTIONAL AGENCY PROJECT NO.: 00000000001234

SABRC PROCUREMENT SUMMARY(EXAMPLE) [

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State Agency Buy Recycled Campaign Procurement Summary

Attach copies of the recycled-content certification form(s) and/or other documentation for each product that contains any amount of recycled

material.

CONTRACTOR’S / VENDOR’S NAME: XYZ CONTRACTORS_________________________________________________DATE: FEBRUARY 5, 2019_________________

ADDRESS: 4300 PLEASANT VALLEY DR., LINCOLN LOGS, CA 95000_____________________PROJECT DIRECTOR: (AS NAMED)______________________________

PHONE: (XXX) XXX-XXXX FAX: (XXX) XXX-XXXX

Column 1

Column 2

Column 3

Column 4

Column 5

Column 6

Column 7

Product Category

All Reportable

Purchases

(QUANTITY)

All Reportable

Purchases

(DOLLARS)

RCP Purchases

(QUANTITY)

RCP Purchases

(DOLLARS)

Percent of RCP

(QUANTITY)

Percent of

RCP

(DOLLARS)

Paper products

$ 18,000.00 $ 12,500.00

70%

Printing and writing

paper

$ 0.00

$0.00

Mulch, compost and

cocompost

0(cu yd)

$ 0.00

0(cu yd)

$ 0.00

Glass products

$ 35,000.00 $ 5,000

14%

Lubricating oils

0(gal)

$ 0.00

0(gal)

$ 0.00

Plastic products

$ 4,000.00 $ 1,500.00

38%

Paint

300(gal)

$ 8,000.00

300(gal)

$ 0.00

Antifreeze

0(gal)

$ 0.00

0(gal)

$ 0.00

Tires

0 $ 0.00 0 $ 0.00

Tire-derived products

$ 2,000.00 $ 2,000.00

100%

Metal

$ 11,000.00 $ 6,000.00

54%

Total

$ 78,000

Total

$ 27,000

Total

34.6%

(See footnotes on the back of this page.)

SABRC PROCUREMENT SUMMARY(EXAMPLE)

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Footnotes

Attach copies of the recycled-content certification forms and/or other documentation for each product.

Note: All purchases within these product categories, regardless of the

source of the product or the type of contract used to purchase them,

should be included in your report. Include all product purchases ––

RCPs and non-RCPs.

1. Include all purchases (RCPs and non-RCPs) within the 11 product

categories. RCPs outside of the 11 product categories cannot be

counted toward attaining the procurement goals, and are not

reportable.

2. Indicate the quantity (units) of all purchases (RCPs and non-RCPs)

in each product category during the course of the project. Quantities

do not need to be reported for the product categories with shading.

3. Indicate the total dollars spent on all purchases (RCPs and non-

RCPs) in each product category purchased during the course of the

project.

4. Indicate the total quantity (units) of RCPs purchased during the

course of the project. Quantities do not need to be reported for the

product categories with shading.

5. Indicate the total dollars spent on RCPs during the course of the

project for each category.

6. Indicate the percentage of RCPs purchased. The percent recycled

is calculated by dividing the figure in column 4 by the figure in

column 2 and multiplying by 100. Percentages do not need to be

calculated for the product categories with shading.

7. Indicate the percentage of total dollars spent on RCPs in each

category. The percent recycled is calculated by dividing the figure in

column 5 by the figure in column 3 and multiplying by 100.

8. The total of column 3 should be equivalent to the total estimated

dollars spent on all products (RCPs and non-RCPs) during the

course of the project.

9. The total of column 5 should be equivalent to the estimated total

dollars spent on reportable RCPs during the course of the project.

10. Column 7 is calculated by dividing the figure in column 5 by the

figure in column 3 and multiplying by 100.

CLEANING

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SECTION 01 74 23

CLEANING

PART 1 - GENERAL

1.01 DESCRIPTION

A. Perform cleaning and disposal work as specified, complete. This Section forms a part of all other

Sections of the specifications and shall be coordinated with such additional cleaning and disposal

requirements as may be specified in other Sections.

1.02 RELATED REQUIREMENTS

A. Document 00 72 00: General Conditions of the Contract for Construction; Paragraph 3.16,

Cleaning Up.

B Section 01 74 19: Construction Waste Management.

C. Pertinent Specification Sections: Specific requirements for cleaning.

1.03 CLEANING IN GENERAL

A. Contractor shall at all times keep premises free from accumulations of waste material or rubbish

caused by Contractor’s employees or work, or employees or work of subcontractors, and shall

remove rubbish from and about areas of Work and Contractor’s and subcontractors' tools,

scaffolding and surplus materials and shall leave the Work "broom clean", or its equivalent, except

as hereinafter specified. In case of dispute between Contractor and other contractors employed

on or about the work areas, as to responsibility for removal of rubbish, etc., or in case debris is not

promptly removed as herein required, the State may remove rubbish, etc., and backcharge the

Contractor.

B. At all times, Project working area and site shall be kept clean and orderly. Dirt, debris, waste,

rubbish and disused implements and equipment shall be removed frequently and not allowed to

accumulate more than 24 hours. Flammable and toxic materials shall not be stored in structures.

1.04 FINAL CLEANING

A. Within Contract limits, clean exterior surfaces exposed to view; remove temporary labels, stains

and foreign substances, polish transparent and glossy surfaces.

1. Clean equipment and fixtures to sanitary condition, clean or replace filters of mechanical

equipment.

B. Clean site: Sweep paved areas, rake clean other surfaces.

1. Provide deep clean of concrete, asphalt, CMU and other areas affected by dust as result of

required construction activities.

C. Remove waste and surplus materials, rubbish and construction facilities from Project and from site.

D. Dust, dirt, stains, hand marks, paint spots, and like defects shall be completely removed from

surfaces. Metal surfaces shall be cleaned, using only non-corrosive and non-abrasive materials.

CLEANING

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E. Final Inspection: Deficient cleaning operations, as determined by the State, shall be immediately

corrected as directed.

1.05 DISPOSAL

A. Under no circumstances shall rubbish or waste material be disposed of in site fills or backfills.

Debris, rubbish, and waste or surplus material shall be removed from the State property daily and

legally disposed of.

END OF SECTION

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SECTION 01 77 00

CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

A. Closeout Procedures.

B. Project Record Documents.

C. Operation and Maintenance Data.

D. Guaranties, Warranties and Bonds.

E. Spare Parts and Maintenance Materials.

F. Certification of Recycled Content.

G. Waste Management Report.

H. Certification of Small Business/Disabled Veteran Business Enterprise Participation

1.02 RELATED REQUIREMENTS

A. Documents 00 72 00 and 00 73 00: General Conditions of the Contract for Construction, and

Supplementary Conditions: Fiscal provisions, legal submittals and other administrative

requirements.

B. Section 01 11 00: Summary.

C. Section 01 32 33: Construction Photographs; submittal of digital files and video with Project Record

Documents.

D. Section 01 33 00: Submittal Procedures.

E. Section 01 35 57: Essential Services Project Procedures

F. Section 01 51 00: Temporary Facilities and Controls.

G. Section 01 74 19: Construction Waste Management and Appendix 01 74 19.2, Waste

Management Report.

H. Section 01 74 20: Recycled Content Certification.

I. Section 01 74 23: Cleaning.

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1.03 CLOSEOUT PROCEDURES

A. Comply with procedures stated in General Conditions of the Contract for Construction, Document

00 72 00, Article 8, for final inspection, Completion of the Work and Acceptance of the Work,

payment and retention procedures.

B. Contractor shall start developing and completing punch list items a minimum of 45 calendar days

prior to the end of the Contract Time as specified in Section 01 32 16, Article 1.03.

C. When Contractor considers the Work complete, the Contractor shall request, in writing, a final

inspection to be conducted by the State. The State Representative shall conduct a final inspection

within 14 days of receipt of the written request. Prior to requesting a final inspection, the Contractor

shall have the entire Work completed in accordance with all Contract Requirements, including, but

not limited to, all punch list items, and submittal of all documents and products listed in this section

and other sections of the Project Manual. It is recommended that the Contractor request the final

inspection as early as possible, and prior to the end of Contract Time, to allow for completion of

punch list items discovered to be incomplete during the final inspection and for a final re-inspection,

to avoid assessment of liquidated damages.

D. The date of Completion of the Work and Acceptance of the Work will be determined as specified

in Document 00 72 00, Article 8.6.

E. Final cleaning shall be completed prior to occupancy or requesting a final inspection, whichever

comes first. Refer to Section 01 74 23, Cleaning.

F. Provide information and final reporting for Essential Services Certification. Refer to Document 01

35 57 for more information.

1.04 PROJECT RECORD DOCUMENTS ("AS-BUILTS")

A. Maintain, on current basis, record drawings showing "as-built” conditions of project; subject to

monthly review by State Inspector. The State will furnish reproducible prints to Contractor, who

shall transfer installed locations to reproducible prints and submit prints for review by the State.

Monthly pay estimates will not be processed without review and approval of record drawings by

State Inspector. Final inspection will not be scheduled until reproducible record drawings are

turned over to State Inspector.

B. Store Project record documents separate from those used for construction.

C. At time of installation, installed locations of work relating to aboveground and underground utilities,

architectural, structural, plumbing, electrical, and other scopes of work as may be required, shall

be recorded on prints by Contractor, and reviewed with State Inspector. Do not conceal work until

required information is recorded.

1. Information entered on reproducible prints shall be neat, legible, and emphasized by drawing

"balloons" around changed items.

2. Symbols and designations used in preparing record drawings shall match those used in

Contract Drawings.

3. Locate and dimension work, including stubs for future connections, with reference to permanent

landmarks or buildings and indicate approximate depth below finish grade.

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D. Prior to requesting a final inspection, submit Project record documents with transmittal letter

containing date, Project title, Contractor's name and address, list of documents and signature of

Contractor.

1.05 OPERATION AND MAINTENANCE DATA

A. Provide data for Sections as required by the Contract Documents; including:

2. Electrical Equipment and Controls - Division 26.

B. Submit 2 sets of operating/maintenance manuals prior to requesting a final inspection, bound in

8-1/2 x 11 inch three ringside binders with durable plastic covers; with identification on, or readable

through, front cover stating general nature of manual.

C. Provide separate volume for each system, with table of contents and index tabs for each volume;

all material neatly typewritten; each volume containing:

1. Part 1: Directory, listing names, addresses and telephone numbers of Project Director, State

Inspector and Contractor; and index furnishing complete information as to location in manual

of emergency data regarding installation.

2. Part 2: Operation and maintenance instructions, arranged by system. For each system, give

names, addresses and telephone numbers of subcontractors and suppliers; and include the

following:

a. Appropriate design criteria.

b. List of equipment.

c. Parts list; including complete nomenclature, current costs, and names and address of

nearest vendor of parts.

d. Detailed operating instructions.

e. Maintenance instructions, equipment, including routine maintenance cards with time

frequency of routine maintenance noted.

f. Maintenance instructions, finishes.

g. Shop drawings and product data, including changes made during construction.

h. Copies of Guaranties/Warranties.

D. Extraneous Data: Where contents of manuals include manufacturers' catalog pages, clearly

indicate precise items included in this installation and delete, or otherwise clearly indicate,

manufacturer's data with which this installation is not concerned.

E. Final inspection will not be scheduled until operation/maintenance manuals are delivered to the

State Inspector.

1.06 GUARANTIES, WARRANTIES AND BONDS

A. Standard Guaranty: Guarantee Work executed under this Contract to be free of defects of

workmanship and materials for a period of one year after the date of Completion of the Work. Refer

to General Conditions of the Contract for Construction, Document 00 72 00, Article 3.5. Submittal

is not required for standard one year guaranty for Work of this project.

B. Additional Guaranties/Warranties: Provide additional guaranties/warranties (in excess of one year)

where specifically required by pertinent Specification Sections. The start date of the Guaranty will

commence on the date of Completion of the Work as established by the State Representative.

CLOS EOUT PROCEDURES

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1. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble

documents executed by subcontractors, suppliers and manufacturers. Provide table of

contents and assemble in binder with durable plastic cover.

2. Submit guaranties/warranties prior to requesting a final inspection.

C. For equipment put into use with State's permission during construction, submit

guaranties/warranties within 10 days after first operation.

D. This Project includes separate phases the Guarantee will commence as specified in Document 00

72 00, Article 8.5.2.

1.07 SPARE PARTS AND MAINTENANCE MATERIALS

A. Provide products, spare parts, and maintenance materials in quantities specified in each Section,

in addition to that used for construction of work. Coordinate with State Inspector; deliver to Project

site, and obtain a receipt.

1.08 CERTIFICATION OF RECYCLED CONTENT

A. Refer to General Conditions of the Contract for Construction, Document 00 72 00, Article 3.21,

Certification by Contractor of Recycled Content and to Section 01 74 20, Recycled Content

Certification, for final submittal of the State Agency Buy Recycled Campaign (SABRC) Procurement

Report.

B. Final Submittal: Upon completion of all construction submittals, and prior to requesting a final

inspection, submit the form provided by the State. The summary shall show totals for all purchases

of material, goods, or supplies offered or products used in the performance of Work of this Contract;

that are from one of the eleven (11) product categories defined in Section 01 74 20. Attach

supporting documentation for materials, goods, supplies, or products that contain any amount of

recycled materials.

C. Final inspection will not be scheduled until the completed final SABRC Procurement Summary with

supporting documentation is submitted by Contractor and received by the State.

1.09 WASTE MANAGEMENT REPORT

A. Upon completion of Work, and prior to requesting a final inspection, submit an itemized Waste

Management Report summarizing the waste generated, sent to landfill, reused, and recycled which

is attributed to Work of this Project.

B. Refer to Section 01 74 19, Construction Waste Management, and Appendix 01 74 19.2, Waste

Management Report.

C. Final inspection will not be scheduled until completed Waste Management Report is submitted by

Contractor and received by the State.

1.10 CONTRACTOR'S CERTIFICATION OF DISABLED VETERAN BUSINESS ENTERPRISE (DVBE)

PARTICIPATION

A. Upon Completion of the Work, together with a Final Payment Application, the Contractor shall

submit complete and accurate Form STD 817 “Prime Contractor’s Certification – DVBE

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01 77 00 - 5 000000000005953

Subcontracting Report”. The State shall review the Form STD 817, and if it is determined to be

complete and accurate, the payment will be authorized.

B. If the Form STD 817 is late or determined to be incomplete or inaccurate, the State shall

withhold ten thousand dollars ($10,000) from the final payment, or the full final payment if less

than ten thousand dollars ($10,000), and provide the Contractor with a notice allowing at least

15 days, but not more than 30 days to cure the defect.

1. If the Contractor does not comply by the deadline identified in the Cure Notice, the State

shall permanently deduct the ten thousand dollars ($10,000) from the final payment, or the

full final payment if less than ten thousand dollars ($10,000).

1.11 CONTRACTOR'S CERTIFICATION OF SMALL BUSINESS (SB) PARTICIPATION

A. If final payment has been made to Small Business, upon Completion of the Work, Contractor

shall submit the two-page certification, "Contractor’s Certification of SB Participation” located in

Section 01 77 00, Appendix A.

B. If retention has been withheld and final payment to Small Business subcontractors will not be

made until the Contractor has received Final Payment from the State, Contractor shall: 1. upon

completion of the Work submit the two-page certification, "Contractor’s Certification of SB

Participation” located in Section 01 77 00, Appendix A; and mark the box entitled

“PRELIMINARY REPORT” 2. within 30 days of receipt of Final Payment submit an updated

report and mark the box entitled “FINAL REPORT”.

C. When completing the Certification, the Contractor shall include all Small Business even if the

firms were not listed at bid time when completing percentage calculations. If SB utilization was

different than that approved in original agreement, provide comments. The second page of the

Certification may be copied as needed to list all firms.

END OF SECTION

Page of 5

State Department Name:

Dep Address

List all Disabled Veteran Business Enterprise firms involved with this contract.

DVBE Subcontractor(s) Name DVBE Subcontractor(s) Address DVBE Certification

ID Number

Total Contract

Commitment

Percentage to DVBE

Total Contract

Commitment

Amount to

DVBE

Total Payment

Amount to

DVBE

Difference in

Amount Paid to

DVBE

Percentage Paid to

DVBE

Number of DVBE Subcontractors

Grand Total $ $ $

Comments/Explanations

Use next page for additional lines

I certify under penalty of perjury under the laws of the State of California that all information submitted is true and correct.

Prime Contractor Print Name: Date:

Title:

Signature:

Americans with Disabilities (ADA) Notice: Persons with disabilities requiring reasonable modifications should contact the OSDS Report Coordinator at OSDSReports@dgs.ca.gov

Page of 5

State Department Name:

Dep Address

List all Disabled Veteran Business Enterprise firms involved with this contract.

DVBE Subcontractor(s) Name

DVBE Subcontractor(s) Address

DVBE

Certification ID

Number

Total Contract

Commitment

Percentage to

DVBE

Total Contract

Commitment

Amount to DVBE

Total Payment Amount to

DVBE

Difference in Amount

Paid to DVBE

Percentage Paid to

DVBE

Number of DVBE Subcontracto

Total

$ $

Attach copies of this page for additional lines

I certify under penalty of perjury under the laws of the State of California that all information submitted is true and correct.

Americans with Disabilities (ADA) Notice: Persons with disabilities requiring reasonable modifications should contact the OSDS Report Coordinator at OSDSReports@dgs.ca.gov

Page 3 of 5

State of California

Department of General Services Procurement Division

Prime Contractor’s Certification - DVBE Subcontracting Report

STD 817, Formerly DGS PD 810P

(Rev. )

Form Completion Instructions

GENERAL INFORMATION: Military and Veteran Code (MVC)

999.5(d), 999.7 and Government Code (GC) 14841, and California

Code of Regulations (CCR) 1896.78(e) requires all Prime

Contractors that committed to have a Disabled Veteran Business

Enterprise (DVBE) perform an element of work for a contract to

report DVBE subcontractor participation information

Departments are required to withhold $10,000 from the final

payment, or the full payment if less than $10,000, on contracts

until the Prime Contractor complies with the certification

requirements by submitting this form.

All contracted work must be completed before submission of

invoice(s) and this certification form.

Prime Contractors are required to maintain records supporting the

information submitted on this form and that all payments to

DVBE subcontractor(s) were made. Upon request, proof of

payment must be provided (MVC 999.5(d)).

INCLUDE

ONLY ONE contract per Report

All DVBEs that performed an element of work for

this contract regardless of tier

State Department Name: Enter the State Department name

State Department Address: Enter the State Department address

Contract Manager Name: Enter the Contract Manager name

Contract Manager Phone Number: Enter the Contract Manager

phone #

Contract Manager Email Address: Enter the Contract Manager

email address

Contract Number: Enter the Contract Number

Contract : Enter the date contract was signed

Complet :

Contract Award Amount:

State of California

Department of General Services Procurement Division

Prime Contractor’s Certification - DVBE Subcontracting

Report STD 817, Formerly DGS PD 810P

Form Completion Instructions

Page 4 of 5

Prime Contractor Name: Enter ame as shown on

the contract

Prime Contractor Address: Enter address

Phone Number: Enter number (with area code)

Email Address: Enter

address

Date Last Payment Received:

Contract Received Amount:

ABLE INSTRUCTIONS

DVBE Subcontractor(s) Name: Enter the name of all

DVBEs that are listed to perform an element of work or supplies

for this contract and any formal approved substitution(s). (Use

additional lines if the name does not fit on a single line) Use

page two for additional lines.

DVBE Subcontractor(s) Address: Enter the address of

each DVBE (Use page 2 for additional lines if address does not

fit on a single line)

DVBE Certification ID Number: Enter each DVBE's

certification number

Total Contract Commitment Percentage to DVBE: Enter

the total percentage of contracted dollars to each DVBE at the

time of award

Total Contract Commitment Amount to DVBE: Enter the

entire amount contracted to each DVBE at the time of award

Total Payment Amount to DVBE: Enter the total amount

paid to all DVBEs that performed an element of work or were

suppliers for this contract

State of California

Department of General Services Procurement Division

Prime Contractor’s Certification - DVBE Subcontracting Report–

Page 5 of 5

STD 817, Formerly DGS PD

810P

Form Completion Instructions

Difference in Amount Paid to DVBE: The will

compute the difference of DVBE dollars contracted compared

to dollars paid

Comments/Explanations: Enter any relevant comments

and explanations for any differences between the DVBE

amounts or percentages committed and paid

SIGNATURE BLOCK

Prime Contractor’s Signature: name,

title, signature, and

date

Note:

APPENDIX A-1

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STATE OF CALIFORNIA

DEPARTMENT OF GENERAL SERVICES

CONTRACTOR'S CERTIFICATION OF SB PARTICIPATION

TO:

Real Estate Services Division

(Construction Services Area Office Address)

Date:

Project Number:

Contract Number:

FROM:

PROJECT

TITLE:

THIS IS TO CERTIFY THAT I, ___________________________________________________________

(Print Name)

AS AN AUTHORIZED OFFICIAL OF

______________________________________________________________

(Firm or Corporation)

WORKING IN THE CAPACITY OF ______________________________________________________________

(Title)

AND HAVE BEEN PROPERLY AUTHORIZED BY SAID FIRM OR CORPORATION TO SIGN THE

FOLLOWING STATEMENT PERTAINING TO SUBJECT CONTRACT.

Pursuant to Section 14841 of the Government Code,

I, the undersigned, hereby certify that to the best of my knowledge, the Small Business participation

information listed on the attached report for the above contract is complete and correct.

SIGNED: DATE:

State of California ∙ Department of General Services PRELIMINARY REPORT

CONTRACTOR'S CERTIFICATION OF SB PARTICIPATION FINAL REPORT

Page ____ of _____

Appendix A-2

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ORIGINAL SMALL BUSINESS COMMITMENT: __________%

ACTUAL SMALL BUSINESS ACHIEVED: __________%

CONTRACT NUMBER

PROJECT NUMBER

CONTRACT COMPLETION DATE

CONTRACT ACCEPTANCE DATE

PRIME CONTRACTOR

ORIGINAL CONTRACT AMOUNT

FINAL CONTRACT AMOUNT

DESCRIPTION OF

WORK PERFORMED

AND MATERIALS

PROVIDED

SB BUSINESS NAME AND ADDRESS SB CERT. NO.

SB CONTRACT PAYMENTS

PAYMENT AMOUNT

DATE WORK

COMPLETED

DATE OF

FINAL

PAYMENT

COMMENTS

TOTAL $

DEMONSTRATION AND TRAINING

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SECTION 01 79 00

DEMONSTRATION AND TRAINING

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Procedures for demonstration of equipment and systems operation and instruction of up to 15 State

personnel.

1.02 RELATED SECTIONS

A. Section 01 11 00 - Summary: Work sequencing.

B. Section 01 32 16: Progress Schedule and Reports.

C. Section 01 77 00 - Closeout Procedures: Operation and maintenance data.

D. Individual Sections: Specific requirements for demonstrating equipment and systems.

1.03 QUALITY ASSURANCE

A. When so specified in individual Sections, provide demonstration and instruction to State personnel,

performed by a representative approved by the equipment or system manufacturer.

B. Demonstration and instruction shall be specific to each type of equipment or system supplied by

the manufacturer. At a minimum, demonstration and instruction shall include: operational theory;

maintenance; trouble shooting/repair; and calibration.

C. State will provide list of personnel to receive instructions and will coordinate their attendance at

agreed upon times.

1.04 SUBMITTALS

A. Submit preliminary schedule for State's approval, listing times and dates for demonstration and

instruction of each item of equipment and each system, 3 weeks prior to proposed dates.

B. Submit proposed training materials and a detailed outline of each demonstration and instruction at

least 30 days in advance of training.

C. Submit reports within one week after completion of demonstrations indicating that demonstrations

and instructions have been satisfactorily completed. List time and date of each demonstration and

hours devoted to demonstration and instruction, and list names of persons present.

1.05 PREPARATION

A. Verify equipment and systems have been inspected and put into operation in accordance with

specifications and the equipment and systems are fully operational.

B. Furnish training materials, books, etc. to each student attending the training classes and have

copies of completed operation and maintenance manuals at hand for use in demonstrations and

instructions.

1.06 DEMONSTRATION AND INSTRUCTIONS

DEMONSTRATION AND TRAINING

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000000000005953

A. Prior to acceptance of equipment or systems, demonstrate operation and maintenance of

equipment and systems to State's personnel as scheduled.

B. Use operation and maintenance manuals as basis of instruction. Review contents of manual with

personnel in detail to explain all aspects of operation and maintenance.

C. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance and

shutdown of each item of equipment or system at agreed upon times, at equipment or system

location.

D. Prepare and insert additional data in operations and maintenance manuals when need for

additional data becomes apparent during instructions.

F. All demonstrations and training described in this section and all other sections shall take place and

be completed prior to the Contractor requesting a final inspection.

END OF SECTION

CONCRETE REINFORCING

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SECTION 03 20 00

CONCRETE REINFORCING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Steel reinforcement bars.

2. Welded-wire reinforcement.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS

A. Product Data: For the following:

1. Each type of steel reinforcement.

2. Bar supports.

3. Mechanical splice couplers.

B. Shop Drawings: Comply with ACI SP-066:

1. Include placing drawings that detail fabrication, bending, and placement.

2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent

bar diagrams, bar arrangement, location of splices, lengths of lap splices, details

of mechanical splice couplers, details of welding splices, tie spacing, hoop

spacing, and supports for concrete reinforcement.

C. Construction Joint Layout: Indicate proposed construction joints required to build the

structure.

1. Location of construction joints is subject to approval of the Architect.

1.4 INFORMATIONAL SUBMITTALS

A. Material Test Reports: For the following, from a qualified testing agency:

1. Steel Reinforcement:

a. For reinforcement to be welded, mill test analysis for chemical composition

and carbon equivalent of the steel in accordance with ASTM A706/A706M.

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B. Field quality-control reports.

C. Minutes of preinstallation conference.

1.5 QUALITY ASSURANCE

A. Welding Qualifications: Qualify procedures and personnel in accordance with

AWS D1.4/D 1.4M.

PART 2 - PRODUCTS

2.1 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.

B. Low-Alloy Steel Reinforcing Bars: ASTM A706/A706M, deformed.

2.2 REINFORCEMENT ACCESSORIES

A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and

fastening reinforcing bars and welded-wire reinforcement in place.

1. Manufacture bar supports from steel wire, plastic, or precast concrete in

accordance with CRSI's "Manual of Standard Practice," of greater compressive

strength than concrete and as follows:

a. For concrete surfaces exposed to view, where legs of wire bar supports

contact forms, use CRSI Class 1 plastic-protected steel wire, all-plastic bar

supports, or CRSI Class 2 stainless steel bar supports.

b. For epoxy-coated reinforcement, use CRSI Class 1A epoxy-coated or other

dielectric-polymer-coated wire bar supports.

c. For dual-coated reinforcement, use CRSI Class 1A epoxy-coated or other

dielectric-polymer-coated wire bar supports.

d. For zinc-coated reinforcement, use galvanized wire or dielectric-polymer-

coated wire bar supports.

e. For stainless steel reinforcement, use CRSI Class 1 plastic-protected steel

wire, all-plastic bar supports, or CRSI Class 2 stainless steel bar supports.

B. Steel Tie Wire: ASTM A1064/A1064M, annealed steel, not less than 0.0508 inch in

diameter.

1. Finish: Plain.

C. Stainless Steel Tie Wire: ASTM A1022/A1022M, not less than 0.0508 inch in diameter.

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2.3 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

PART 3 - EXECUTION

3.1 PREPARATION

A. Protection of In-Place Conditions:

1. Do not cut or puncture vapor retarder.

2. Repair damage and reseal vapor retarder before placing concrete.

B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials

that reduce bond to concrete.

3.2 INSTALLATION OF STEEL REINFORCEMENT

A. Comply with CRSI's "Manual of Standard Practice" for placing and supporting

reinforcement.

B. Accurately position, support, and secure reinforcement against displacement.

1. Locate and support reinforcement with bar supports to maintain minimum

concrete cover.

2. Do not tack weld crossing reinforcing bars.

C. Preserve clearance between bars of not less than 1 inch, not less than one bar

diameter, or not less than 1-1/3 times size of large aggregate, whichever is greater.

D. Provide concrete coverage in accordance with ACI 318.

E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.

F. Splices: Lap splices as indicated on Drawings.

1. Bars indicated to be continuous, and all vertical bars shall be lapped not less

than 36 bar diameters at splices, or 24 inches, whichever is greater.

2. Stagger splices in accordance with ACI 318.

3.3 JOINTS

A. Construction Joints: Install so strength and appearance of concrete are not impaired, at

locations indicated or as approved by Architect.

1. Place joints perpendicular to main reinforcement.

2. Continue reinforcement across construction joints unless otherwise indicated.

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3. Do not continue reinforcement through sides of strip placements of floors and

slabs.

3.4 INSTALLATION TOLERANCES

A. Comply with ACI 117.

3.5 FIELD QUALITY CONTROL

A. Special Inspections: State will engage a special inspector and qualified testing and

inspecting agency to perform field tests and inspections and prepare test reports.

B. Testing Agency: Engage a qualified testing and inspecting agency to perform tests and

inspections and to submit reports.

C. Inspections:

1. Steel-reinforcement placement.

2. Steel-reinforcement mechanical splice couplers.

3. Steel-reinforcement welding.

END OF SECTION 03 20 00

CAST-IN-PLACE CONCRETE

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SECTION 03 30 00

CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Cast-in-place concrete, including concrete materials, mixture design, placement

procedures, and finishes.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of

the following: blended hydraulic cement, fly ash, slag cement, and other pozzolans

materials subject to compliance with requirements.

B. Water/Cement Ratio (w/cm): The ratio by weight of water to cementitious materials.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 ACTION SUBMITTALS

A. Product Data: For each of the following.

1. Portland cement.

2. Fly ash.

3. Slag cement.

4. Blended hydraulic cement.

5. Aggregates.

6. Admixtures:

a. Include limitations of use, including restrictions on cementitious materials,

supplementary cementitious materials, air entrainment, aggregates,

temperature at time of concrete placement, relative humidity at time of

concrete placement, curing conditions, and use of other admixtures.

7. Vapor retarders.

8. Liquid floor treatments.

9. Curing materials.

10. Joint fillers.

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B. Design Mixtures: For each concrete mixture, include the following:

1. Mixture identification.

2. Minimum 28-day compressive strength.

3. Durability exposure class.

4. Maximum w/cm.

5. Calculated equilibrium unit weight, for lightweight concrete.

6. Slump limit.

7. Air content.

8. Nominal maximum aggregate size.

9. Indicate amounts of mixing water to be withheld for later addition at Project site if

permitted.

10. Intended placement method.

11. Submit alternate design mixtures when characteristics of materials, Project

conditions, weather, test results, or other circumstances warrant adjustments.

C. Concrete Schedule: For each location of each Class of concrete indicated in "Concrete

Mixtures" Article, including the following:

1. Concrete Class designation.

2. Location within Project.

3. Exposure Class designation.

4. Formed Surface Finish designation and final finish.

5. Final finish for floors.

6. Curing process.

7. Floor treatment if any.

1.5 INFORMATIONAL SUBMITTALS

A. Material Certificates: For each of the following, signed by manufacturers:

1. Cementitious materials.

2. Admixtures.

3. Curing compounds.

4. Vapor retarders.

5. Joint-filler strips.

B. Material Test Reports: For the following, from a qualified testing agency:

1. Portland cement.

2. Fly ash.

3. Slag cement.

4. Blended hydraulic cement.

5. Aggregates.

6. Admixtures:

C. Research Reports: For concrete admixtures in accordance with ICC's Acceptance

Criteria AC198.

D. Preconstruction Test Reports: For each mix design.

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E. Minutes of preinstallation conference.

1.6 QUALITY ASSURANCE

A. Ready-Mixed Concrete Manufacturer Qualifications: A firm experienced in

manufacturing ready-mixed concrete products and that complies with

ASTM C94/C94M requirements for production facilities and equipment.

1.7 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified testing agency to perform

preconstruction testing on each concrete mixture.

1. Include the following information in each test report:

a. Admixture dosage rates.

b. Slump.

c. Air content.

d. Seven-day compressive strength.

e. 28-day compressive strength.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Comply with ASTM C94/C94M and ACI 301.

1.9 FIELD CONDITIONS

A. Cold-Weather Placement: Comply with ACI 301 and ACI 306.1.

B. Hot-Weather Placement: Comply with ACI 301 and ACI 305.1.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with ACI 301 unless modified by requirements in the

Contract Documents.

2.2 CONCRETE MATERIALS

A. Cementitious Materials:

1. Portland Cement: ASTM C150/C150M, Type I,.

2. Fly Ash: ASTM C618, Class C or F.

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B. Normal-Weight Aggregates: ASTM C33/C33M, coarse aggregate or better, graded.

Provide aggregates from a single source.

1. Alkali-Silica Reaction: Comply with one of the following:

a. Expansion Result of Aggregate: Not more than 0.04 percent at one-year

when tested in accordance with ASTM C1293.

b. Expansion Results of Aggregate and Cementitious Materials in

Combination: Not more than 0.10 percent at an age of 16 days when tested

in accordance with ASTM C1567.

c. Alkali Content in Concrete: Not more than 4 lb./cu. yd. for moderately

reactive aggregate or 3 lb./cu. yd. for highly reactive aggregate, when

tested in accordance with ASTM C1293 and categorized in accordance

with ASTM C1778, based on alkali content being calculated in accordance

with ACI 301.

2. Maximum Coarse-Aggregate Size: 1-1/2 inches nominal.

3. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Air-Entraining Admixture: ASTM C260/C260M.

D. Chemical Admixtures: Certified by manufacturer to be compatible with other

admixtures that do not contribute water-soluble chloride ions exceeding those

permitted in hardened concrete. Do not use calcium chloride or admixtures containing

calcium chloride.

1. Water-Reducing Admixture: ASTM C494/C494M, Type A.

2. Retarding Admixture: ASTM C494/C494M, Type B.

3. Water-Reducing and -Retarding Admixture: ASTM C494/C494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C494/C494M, Type F.

5. High-Range, Water-Reducing and -Retarding Admixture: ASTM C494/C494M,

Type G.

6. Plasticizing and Retarding Admixture: ASTM C1017/C1017M, Type II.

E. Water and Water Used to Make Ice: ASTM C94/C94M, potable

2.3 CONCRETE MIXTURES, GENERAL

A. Prepare design mixtures for each type and strength of concrete, proportioned on the

basis of laboratory trial mixture or field test data, or both, in accordance with ACI 301.

1. Use a qualified testing agency for preparing and reporting proposed mixture

designs, based on laboratory trial mixtures.

B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other

than portland cement in concrete as follows:

1. Fly Ash or Other Pozzolans: 25 percent by mass.

2. Slag Cement: 50 percent by mass.

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3. Total of Fly Ash or Other Pozzolans, Slag Cement: 50 percent by mass, with fly

ash or pozzolans not exceeding 25 percent by mass.

4. Total of Fly Ash or Other Pozzolans: 35 percent by mass with fly ash or

pozzolans not exceeding 25 percent by mass.

C. Admixtures: Use admixtures in accordance with manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in

concrete, as required, for placement and workability.

2. Use water-reducing and -retarding admixture when required by high

temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete.

2.4 CONCRETE MIXTURES

A. Class A: Normal-weight concrete used for footings.

1. Exposure Class: ACI 318 F0 S0 W0 C0.

2. Minimum Compressive Strength: 3000 psi at 28 days.

3. Maximum w/cm: 0.52.

4. Limit water-soluble, chloride-ion content in hardened concrete to 1.00 percent by

weight of cement.

B. Class B: Normal-weight concrete used for foundation walls.

1. Exposure Class: ACI 318 F0 S0 W0 C0.

2. Minimum Compressive Strength: 4000 psi at 28 days.

3. Maximum w/cm: 0.50.

4. Limit water-soluble, chloride-ion content in hardened concrete to 1.00 percent by

weight of cement.

2.5 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete in accordance with

ASTM C94/C94M, and furnish batch ticket information.

B. Project-Site Mixing: Measure, batch, and mix concrete materials and concrete in

accordance with ASTM C94/C94M. Mix concrete materials in appropriate drum-type

batch machine mixer.

1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes,

but not more than five minutes after ingredients are in mixer, before any part of

batch is released.

2. For mixer capacity larger than 1 cu. yd., increase mixing time by 15 seconds for

each additional 1 cu. yd..

3. Provide batch ticket for each batch discharged and used in the Work, indicating

Project identification name and number, date, mixture type, mixture time,

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quantity, and amount of water added. Record approximate location of final

deposit in structure.

PART 3 - EXECUTION

3.1 INSTALLATION OF EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining

Work that is attached to or supported by cast-in-place concrete.

1. Use setting drawings, templates, diagrams, instructions, and directions furnished

with items to be embedded.

2. Install anchor rods, accurately located, to elevations required and complying with

tolerances in Section 7.5 of ANSI/AISC 303.

3. Install reglets to receive waterproofing and to receive through-wall flashings in

outer face of concrete frame at exterior walls, where flashing is shown at lintels,

shelf angles, and other conditions.

3.2 JOINTS

A. Construct joints true to line, with faces perpendicular to surface plane of concrete.

B. Doweled Joints:

1. Install dowel bars and support assemblies at joints where indicated on Drawings.

2. Lubricate or asphalt coat one-half of dowel bar length to prevent concrete

bonding to one side of joint.

3.3 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, embedded

items, and vapor retarder is complete and that required inspections are completed.

1. Immediately prior to concrete placement, inspect vapor retarder for damage and

deficient installation, and repair defective areas.

2. Provide continuous inspection of vapor retarder during concrete placement and

make necessary repairs to damaged areas as Work progresses.

B. Notify State and testing and inspection agencies 24 hours prior to commencement of

concrete placement.

C. Do not add water to concrete during delivery, at Project site, or during placement

unless approved by State in writing, but not to exceed the amount indicated on the

concrete delivery ticket.

1. Do not add water to concrete after adding high-range water-reducing admixtures

to mixture.

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D. Before test sampling and placing concrete, water may be added at Project site, subject

to limitations of ACI 301, but not to exceed the amount indicated on the concrete

delivery ticket.

1. Do not add water to concrete after adding high-range water-reducing admixtures

to mixture.

E. Deposit concrete continuously in one layer or in horizontal layers of such thickness that

no new concrete is placed on concrete that has hardened enough to cause seams or

planes of weakness.

1. If a section cannot be placed continuously, provide construction joints as

indicated.

2. Deposit concrete to avoid segregation.

3. Deposit concrete in horizontal layers of depth not to exceed formwork design

pressures and in a manner to avoid inclined construction joints.

4. Consolidate placed concrete with mechanical vibrating equipment in accordance

with ACI 301.

a. Do not use vibrators to transport concrete inside forms.

b. Insert and withdraw vibrators vertically at uniformly spaced locations to

rapidly penetrate placed layer and at least 6 inches into preceding layer.

c. Do not insert vibrators into lower layers of concrete that have begun to lose

plasticity.

d. At each insertion, limit duration of vibration to time necessary to

consolidate concrete, and complete embedment of reinforcement and other

embedded items without causing mixture constituents to segregate.

F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within

limits of construction joints, until placement of a panel or section is complete.

1. Do not place concrete floors and slabs in a checkerboard sequence.

2. Consolidate concrete during placement operations, so concrete is thoroughly

worked around reinforcement and other embedded items and into corners.

3. Maintain reinforcement in position on chairs during concrete placement.

4. Screed slab surfaces with a straightedge and strike off to correct elevations.

5. Level concrete, cut high areas, and fill low areas.

6. Slope surfaces uniformly to drains where required.

7. Begin initial floating using bull floats or darbies to form a uniform and open-

textured surface plane, before excess bleedwater appears on the surface.

8. Do not further disturb slab surfaces before starting finishing operations.

3.4 INSTALLATION OF MISCELLANEOUS CONCRETE ITEMS

A. Filling In:

1. Fill in holes and openings left in concrete structures after Work of other trades is

in place unless otherwise indicated.

2. Mix, place, and cure concrete, as specified, to blend with in-place construction.

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3. Provide other miscellaneous concrete filling indicated or required to complete the

Work.

3.5 CONCRETE CURING

A. Protect freshly placed concrete from premature drying and excessive cold or hot

temperatures.

1. Comply with ACI 301 and ACI 306.1 for cold weather protection during curing.

2. Comply with ACI 301 and ACI 305.1 for hot-weather protection during curing.

3. Maintain moisture loss no more than 0.2 lb/sq. ft. x h, calculated in accordance

with ACI 305.1, before and during finishing operations.

3.6 TOLERANCES

A. Conform to ACI 117.

3.7 FIELD QUALITY CONTROL

A. Special Inspections: State will engage a special inspector to perform field tests and

inspections and prepare testing and inspection reports.

B. Testing Agency: State will engage a qualified testing and inspecting agency to perform

tests and inspections and to submit reports.

1. Testing agency shall be responsible for providing curing container for composite

samples on Site and verifying that field-cured composite samples are cured in

accordance with ASTM C31/C31M.

2. Testing agency shall immediately report to Architect, Contractor, and concrete

manufacturer any failure of Work to comply with Contract Documents.

3. Testing agency shall report results of tests and inspections, in writing, to Owner,

Architect, Contractor, and concrete manufacturer within 48 hours of inspections

and tests.

a. Test reports shall include reporting requirements of ASTM C31/C31M,

ASTM C39/C39M, and ACI 301, including the following as applicable to

each test and inspection:

1) Project name.

2) Name of testing agency.

3) Names and certification numbers of field and laboratory technicians

performing inspections and testing.

4) Name of concrete manufacturer.

5) Date and time of inspection, sampling, and field testing.

6) Date and time of concrete placement.

7) Location in Work of concrete represented by samples.

8) Date and time sample was obtained.

9) Truck and batch ticket numbers.

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10) Design compressive strength at 28 days.

11) Concrete mixture designation, proportions, and materials.

12) Field test results.

13) Information on storage and curing of samples before testing,

including curing method and maximum and minimum temperatures

during initial curing period.

14) Type of fracture and compressive break strengths at seven days and

28 days.

C. Batch Tickets: For each load delivered, submit three copies of batch delivery ticket to

testing agency, indicating quantity, mix identification, admixtures, design strength,

aggregate size, design air content, design slump at time of batching, and amount of

water that can be added at Project site.

D. Inspections:

1. Verification of use of required design mixture.

2. Concrete placement, including conveying and depositing.

E. Concrete Tests: Testing of composite samples of fresh concrete obtained in

accordance with ASTM C 172/C 172M shall be performed in accordance with the

following requirements:

1. Testing Frequency: Obtain one composite sample for each day's pour of each

concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for

each additional 50 cu. yd. or fraction thereof.

a. When frequency of testing provides fewer than five compressive-strength

tests for each concrete mixture, testing shall be conducted from at least

five randomly selected batches or from each batch if fewer than five are

used.

2. Slump: ASTM C143/C143M:

a. One test at point of placement for each composite sample, but not less

than one test for each day's pour of each concrete mixture.

b. Perform additional tests when concrete consistency appears to change.

3. Air Content: ASTM C231/C231M pressure method, for normal-weight concrete;.

a. One test for each composite sample, but not less than one test for each

day's pour of each concrete mixture.

4. Concrete Temperature: ASTM C1064/C1064M:

a. One test hourly when air temperature is 40 deg F and below or 80 deg F

and above, and one test for each composite sample.

5. Compression Test Specimens: ASTM C31/C31M:

a. Cast and laboratory cure two sets of two 6-inch by 12-inch or 4-inch by 8-

inch cylinder specimens for each composite sample.

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6. Compressive-Strength Tests: ASTM C39/C39M.

a. Test one set of two laboratory-cured specimens at seven days and one set

of two specimens at 28 days.

b. Test one set of two field-cured specimens at seven days and one set of two

specimens at 28 days.

c. A compressive-strength test shall be the average compressive strength

from a set of two specimens obtained from same composite sample and

tested at age indicated.

7. Strength of each concrete mixture will be satisfactory if every average of any

three consecutive compressive-strength tests equals or exceeds specified

compressive strength, and no compressive-strength test value falls below

specified compressive strength by more than 500 psi if specified compressive

strength is 5000 psi, or no compressive strength test value is less than 10

percent of specified compressive strength if specified compressive strength is

greater than 5000 psi.

8. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive

device may be permitted by Architect but will not be used as sole basis for

approval or rejection of concrete.

9. Additional Tests:

a. Testing and inspecting agency shall make additional tests of concrete

when test results indicate that slump, air entrainment, compressive

strengths, or other requirements have not been met, as directed by

Architect.

b. Testing and inspecting agency may conduct tests to determine adequacy

of concrete by cored cylinders complying with ASTM C42/C42M or by other

methods as directed by Architect.

1) Acceptance criteria for concrete strength shall be in accordance with

ACI 301 section 1.6.6.3.

10. Additional testing and inspecting, at Contractor's expense, will be performed to

determine compliance of replaced or additional work with specified requirements.

11. Correct deficiencies in the Work that test reports and inspections indicate do not

comply with the Contract Documents.

3.8 PROTECTION

A. Protect concrete surfaces as follows:

1. Protect from petroleum stains.

2. Diaper hydraulic equipment used over concrete surfaces.

3. Prohibit vehicles from interior concrete slabs.

4. Prohibit use of pipe-cutting machinery over concrete surfaces.

5. Prohibit placement of steel items on concrete surfaces.

6. Prohibit use of acids or acidic detergents over concrete surfaces.

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7. Protect liquid floor treatment from damage and wear during the remainder of

construction period. Use protective methods and materials, including temporary

covering, recommended in writing by liquid floor treatments installer.

8. Protect concrete surfaces scheduled to receive surface hardener or polished

concrete finish using Floor Slab Protective Covering.

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SECTION 04 22 00

CONCRETE UNIT MASONRY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Concrete masonry units.

2. Decorative concrete masonry units.

3. Pre-faced concrete masonry units.

4. Steel reinforcing bars.

1.2 DEFINITIONS

A. CMU(s): Concrete masonry unit(s).

B. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: For reinforcing steel. Detail bending, lap lengths, and placement of

unit masonry reinforcing bars. Comply with ACI 315.

1.4 INFORMATIONAL SUBMITTALS

A. Material Certificates: For each type and size of product. For masonry units, include

[data on material properties] [material test reports substantiating compliance with

requirements].

B. Mix Designs: For each type of mortar and grout. Include description of type and

proportions of ingredients.

1. Include test reports for mortar mixes required to comply with property

specification. Test according to ASTM C109/C109M for compressive strength,

ASTM C1506 for water retention, and ASTM C91/C91M for air content.

2. Include test reports, according to ASTM C1019, for grout mixes required to

comply with compressive strength requirement.

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1.5  QUALITY ASSURANCE 
1.6  FIELD CONDITIONS 
A.  Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated 
with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry 
damaged  by  frost  or  by  freezing  conditions.  Comply  with  cold-weather  construction 
requirements contained in TMS 602/ACI 530.1/ASCE 6. 
B.  Hot-Weather  Requirements:  Comply  with  hot-weather  construction  requirements 
contained in TMS 602/ACI 530.1/ASCE 6. 
PART 2 - PRODUCTS 
2.1  UNIT MASONRY, GENERAL 
A.  Masonry Standard:  Comply  with TMS 602/ACI 530.1/ASCE 6, except as  modified by 
requirements in the Contract Documents. 
B.  Defective Units: Referenced masonry unit standards may allow a certain percentage of 
units to contain chips, cracks, or other defects exceeding limits stated. Do not use units 
where such defects are exposed in the completed Work. 
1.  Where  fire-resistance-rated  construction  is  indicated,  units  shall  be  listed  and 
labeled by a qualified testing agency acceptable to authorities having jurisdiction. 
2.2  CONCRETE MASONRY UNITS 
A.  Shapes:  Provide  shapes  indicated  and  as  follows,  with  exposed  surfaces  matching 
exposed faces of adjacent units unless otherwise indicated. 
1.  Provide  special  shapes  for  corners,  movement  joints,  and  other  special 
conditions. 
B.  Integral Water Repellent: Provide units made with integral water repellent for exposed 
units. 
1.  Manufacturers:  Subject  to  compliance  with  requirements,  available 
manufacturers offering products that may be incorporated into the Work include, 
but are not limited to the following: 
a.  ACM Chemistries. 
b.  Euclid Chemical Company (The); an RPM company. 
c.  GCP Applied Technologies Inc. 
d.  Master Builders Solutions. 
e.  Moxie International. 
C.  CMUs: ASTM C90. 

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1.  Density Classification:  Normal weight. 
2.3  MORTAR AND GROUT MATERIALS 
A.  Portland Cement: ASTM C150/C150M, Type I or II,  except Type III may be used for 
cold-weather  construction.  Provide  natural  color  or  white  cement  as  required  to 
produce mortar color indicated. 
B.  Hydrated Lime: ASTM C207, Type S. 
C.  Portland  Cement-Lime  Mix:  Packaged  blend  of  portland  cement  and  hydrated  lime 
containing no other ingredients. 
D.  Masonry Cement: ASTM C91/C91M. 
1.  Manufacturers:  Subject  to  compliance  with  requirements,  available 
manufacturers offering products that may be incorporated into the Work include, 
but are not limited to the following: 
a.  Cemex S.A.B. de C.V. 
b.  Holcim (US) Inc. 
c.  Lafarge North America Inc. 
d.  Lehigh Hanson; HeidelbergCement Group. 
E.  Aggregate for Mortar: ASTM C144. 
1.  White-Mortar Aggregates: Natural white sand or crushed white stone. 
2.  Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to 
produce required mortar color. 
F.  Aggregate for Grout: ASTM C404. 
G.  Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying 
with  ASTM C494/C494M,  Type C,  and  recommended  by  manufacturer  for  use  in 
masonry mortar of composition indicated. 
1.  Manufacturers:  Subject  to  compliance  with  requirements,  available 
manufacturers offering products that may be incorporated into the Work include, 
but are not limited to the following: 
a.  Euclid Chemical Company (The); an RPM company. 
b.  GCP Applied Technologies Inc. 
H.  Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use 
with CMUs containing integral water repellent from same manufacturer. 
1.  Manufacturers:  Subject  to  compliance  with  requirements,  available 
manufacturers offering products that may be incorporated into the Work include, 
but are not limited to the following: 
a.  ACM Chemistries. 

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b.  Euclid Chemical Company (The); an RPM company. 
c.  GCP Applied Technologies Inc. 
d.  Master Builders Solutions. 
I.  Water: Potable. 
2.4  REINFORCEMENT 
A.  Uncoated-Steel  Reinforcing  Bars:  ASTM A615/A615M  or  ASTM A996/A996M, 
Grade 60. 
B.  Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning 
masonry unit cells and to hold reinforcing bars in center of cells. Units are formed from 
0.148-inch steel wire, hot-dip galvanized after fabrication. Provide units designed for 
number of bars indicated. 
1.  Manufacturers:  Subject  to  compliance  with  requirements,  available 
manufacturers offering products that may be incorporated into the Work include, 
but are not limited to the following: 
a.  Heckmann Building Products, Inc. 
b.  Hohmann & Barnard, Inc. 
c.  Wire-Bond. 
C.  Masonry-Joint Reinforcement, General: ASTM A951/A951M. 
1.  Exterior Walls:  Hot-dip galvanized carbon steel. 
2.  Wire Size for Side Rods:  [0.148-inch] diameter. 
3.  Wire Size for Cross Rods:  0.148-inch diameter. 
4.  Spacing of Cross Rods: Not more than 16 inches o.c. 
5.  Provide in lengths of not less than 10 feet. 
2.5  TIES AND ANCHORS 
A.  Materials:  Provide  ties  and  anchors  specified  in  this  article  that  are  made  from 
materials that comply with the following unless otherwise indicated: 
1.  Hot-Dip  Galvanized,  Carbon-Steel  Wire:  ASTM A82/A82M,  with 
ASTM A153/A153M, Class B-2 coating. 
2.  Steel  Sheet,  Galvanized  after  Fabrication:  ASTM A1008/A1008M,  Commercial 
Steel, with ASTM A153/A153M, Class B coating. 
3.  Steel Plates, Shapes, and Bars: ASTM A36/A36M. 
B.  Adjustable Anchors for Connecting to Structural Steel Framing: Provide anchors that 
allow  vertical  or  horizontal  adjustment  but  resist  tension  and  compression  forces 
perpendicular to plane of wall. 
1.  Anchor Section for Welding to Steel Frame: Crimped 1/4-inch-diameter, hot-dip 
galvanized-steel wire. 

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2. Tie Section: Triangular-shaped wire tie made from 0.187-inch- diameter, hot-dip

galvanized-steel wire.

C. Adjustable Anchors for Connecting to Concrete: Provide anchors that allow vertical or

horizontal adjustment but resist tension and compression forces perpendicular to plane

of wall.

1. Connector Section: Dovetail tabs for inserting into dovetail slots in concrete and

attached to tie section; formed from 0.060-inch-thick steel sheet, galvanized after

fabrication.

2. Tie Section: Triangular-shaped wire tie made from 0.187-inch- diameter, hot-dip

galvanized-steel wire.

2.6 MISCELLANEOUS MASONRY ACCESSORIES

A. Compressible Filler: Premolded filler strips complying with ASTM D1056, Grade 2A1;

compressible up to 35 percent; of width and thickness indicated; formulated from

neoprene urethane or PVC.

B. Preformed Control-Joint Gaskets: Made from [styrene-butadiene-rubber compound,

complying with ASTM D2000, Designation M2AA-805] [or] [PVC, complying with

ASTM D2287, Type PVC-65406] and designed to fit standard sash block and to

maintain lateral stability in masonry wall; size and configuration as indicated.

C. Bond-Breaker Strips: Asphalt-saturated felt complying with ASTM D226/D226M, Type I

(No. 15 asphalt felt).

2.7 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, including pigments, air-entraining agents,

accelerators, retarders, water-repellent agents, antifreeze compounds, or other

admixtures unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout.

2. Use portland cement-lime or masonry cement mortar unless otherwise indicated.

3. Add cold-weather admixture (if used) at same rate for all mortar that will be

exposed to view, regardless of weather conditions, to ensure that mortar color is

consistent.

B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblended

mix. Measure quantities by weight to ensure accurate proportions, and thoroughly

blend ingredients before delivering to Project site.

C. Mortar for Unit Masonry: Comply with ASTM C270, Proportion Specification. Provide

the following types of mortar for applications stated unless another type is indicated.

1. For masonry below grade or in contact with earth, use Type S.

2. For reinforced masonry, use Type S.

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D. Grout for Unit Masonry: Comply with ASTM C476.

1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse)

that will comply with TMS 602/ACI 530.1/ASCE 6 for dimensions of grout spaces

and pour height.

2. Proportion grout in accordance with ASTM C476, Table 1 or paragraph 4.2.2 for

specified 28-day compressive strength indicated, but not less than 2000 psi.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Use full-size units without cutting if possible. If cutting is required to provide a

continuous pattern or to fit adjoining construction, cut units with motor-driven saws;

provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting

of units is specified. Install cut units with cut surfaces and, where possible, cut edges

concealed.

3.2 TOLERANCES

A. Dimensions and Locations of Elements:

1. For dimensions in cross section or elevation, do not vary by more than plus 1/2

inch or minus 1/4 inch.

2. For location of elements in plan, do not vary from that indicated by more than

plus or minus 1/2 inch.

3. For location of elements in elevation, do not vary from that indicated by more

than plus or minus 1/4 inch in a story height or 1/2 inch total.

B. Lines and Levels:

1. For bed joints and top surfaces of bearing walls, do not vary from level by more

than 1/4 inch in 10 feet, or 1/2-inch maximum.

2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do

not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2-

inch maximum.

3. For vertical lines and surfaces, do not vary from plumb by more than 1/4 inch in

10 feet, 3/8 inch in 20 feet, or 1/2-inch maximum.

4. For conspicuous vertical lines, such as external corners, door jambs, reveals,

and expansion and control joints, do not vary from plumb by more than 1/8 inch

in 10 feet, 1/4 inch in 20 feet, or 1/2-inch maximum.

5. For lines and surfaces, do not vary from straight by more than 1/4 inch in 10 feet,

3/8 inch in 20 feet, or 1/2-inch maximum.

C. Joints:

1. For bed joints, do not vary from thickness indicated by more than plus or minus

1/8 inch, with a maximum thickness limited to 1/2 inch.

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2. For head and collar joints, do not vary from thickness indicated by more than plus

3/8 inch or minus 1/4 inch.

3. For exposed head joints, do not vary from thickness indicated by more than plus

or minus 1/8 inch.

3.3 LAYING MASONRY WALLS

A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform

joint thicknesses and for accurate location of openings, movement-type joints, returns,

and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and,

where possible, at other locations.

B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry

in running bond; do not use units with less-than-nominal 4-inch horizontal face

dimensions at corners or jambs.

C. Built-in Work: As construction progresses, build in items specified in this and other

Sections. Fill in solidly with masonry around built-in items.

D. Where built-in items are to be embedded in cores of hollow masonry units, place a

layer of metal lath, wire mesh, or plastic mesh in the joint below, and rod mortar or

grout into core.

3.4 MORTAR BEDDING AND JOINTING

A. Lay hollow CMUs as follows:

1. Bed face shells in mortar and make head joints of depth equal to bed joints.

2. Bed webs in mortar in all courses of piers, columns, and pilasters.

3. Bed webs in mortar in grouted masonry, including starting course on footings.

4. Fully bed entire units, including areas under cells, at starting course on footings

where cells are not grouted.

B. Lay solid CMUs with completely filled bed and head joints; butter ends with sufficient

mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush

head joints.

C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than

joint thickness unless otherwise indicated.

D. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes

(other than paint) unless otherwise indicated.

3.5 MASONRY-JOINT REINFORCEMENT

A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of

5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of

6 inches.

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B. Interrupt joint reinforcement at control and expansion joints unless otherwise indicated.

C. Provide continuity at wall intersections by using prefabricated T-shaped units.

D. Provide continuity at corners by using prefabricated L-shaped units.

3.6 ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE

A. Anchor masonry to structural steel and concrete, where masonry abuts or faces

structural steel or concrete, to comply with the following:

1. Provide an open space not less than 1 inch wide between masonry and structural

steel or concrete unless otherwise indicated. Keep open space free of mortar and

other rigid materials.

2. Anchor masonry with anchors embedded in masonry joints and attached to

structure.

3. Space anchors as indicated, but not more than 24 inches o.c. vertically and 36

inches o.c. horizontally.

3.7 FIELD QUALITY CONTROL

A. Testing and Inspecting: Owner will engage special inspectors to perform tests and

inspections and prepare reports. Allow inspectors access to scaffolding and work areas

as needed to perform tests and inspections. Retesting of materials that fail to comply

with specified requirements shall be done at Contractor's expense.

B. Inspections: Special inspections according to Level 3 in TMS 402/TMS 602.

3.8 PARGING

A. Parge exterior faces of below-grade masonry walls, where indicated, in two uniform

coats to a total thickness of 3/4 inch. Dampen wall before applying first coat, and

scarify first coat to ensure full bond to subsequent coat.

B. Use a steel-trowel finish to produce a smooth, flat, dense surface with a maximum

surface variation of 1/8 inch per foot. Form a wash at top of parging and a cove at

bottom.

C. Damp-cure parging for at least 24 hours and protect parging until cured.

3.9 REPAIRING, POINTING, AND CLEANING

A. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to

remove mortar fins and smears before tooling joints.

B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as

follows:

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1. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned

for comparison purposes.

2. Clean concrete masonry by applicable cleaning methods indicated in

NCMA TEK 8-4A.

END OF SECTION 04 22 00

GROUNDWORK FOR STRUCTURES

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SECTION 31 22 00

GROUNDWORK FOR STRUCTURES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary

Conditions and Division 01 Specification Section, apply to this section.

1.2 SUMMARY

A. Section includes:

1. Groundwork for structures

2. Base for slabs.

PART 3 - EXECUTION

3.1 EXCAVATION

A. General: Excavate for basement areas, foundation spaces, footings, piers, slabs, walls, steps,

manholes, sumps, and other structures shown, to lines and levels indicated. Finish bottoms of

excavations to true, level surface with steps and offsets in footings, walls and slabs located as

shown. Exercise care when excavating for lower footings so as not to disturb soil under higher

adjacent footings.

1. Make excavations of sufficient size to provide ample room for construction of forms, shoring,

bulkheading, and for waterproofing walls below grade. Remove surplus material under

buildings.

2. Divert water from excavations. Do not use footing excavations for drainage trenches.

Remove water from excavations by pumping. Provide pumps, well points, piping, and hoses

or a combination of these, as may be required, to keep excavations dry and to carry the water

off the site.

B. Solid Rock: When solid rock is encountered and blasting is required, method of using explosives

and time of use shall have prior approval of State. Use, handling and storage of explosives shall

comply with standards set forth in California Code of Regulations, Subchapter 4, Construction

Safety Requirements Section 1561 and 1562. Remove rock as necessary for basements, pits,

and the like When solid rock is encountered above required depths, the depths and steps shown

for footings may be adjusted when specifically approved by State.

C. Soft, Spongy, or Unsuitable Bearing Material: Remove soft, spongy, or unsuitable bearing

material down to solid bearing as directed by the State.

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D. Existing Utilities: Exercise extreme care when excavating near utility lines to avoid damage

thereto. Notify State when utilities not shown on plans are encountered; do not proceed with work

in such areas until written instructions are received from State.

E. Changes in the Work: Pursuant to provisions of the General Conditions, changes in work required

by conditions encountered during excavation and comprehensive grading operations and payment

therefore, will be made in accordance with applicable provisions of the General Conditions.

F. Bulkheads and Shoring: Provide as required, in conformity with Sections 1540 through 1547,

Subchapter 4, Article 6, Construction Safety Orders, Title 8, Industrial Relations.

3.2 PLACING FILL, BACKFILL, AND COMPACTING

A. Remove vegetation, large stones, soft spots and objectionable material from existing ground

surface. Excavate or fill to required subgrade. Fill and compact soft spots. Prior to placing fill

material, thoroughly disc and bond plow entire areas to depth of 6 inches. Thoroughly re-compact

scarified subgrade to relative compaction of 95 percent as determined by Test Method No. Calif

216 or Calif 231.

B. Remove wood and other rubbish from excavations before placing material. Do not place material

against concrete until concrete has been in place 28 days. Place material in horizontal layers 8

inches or less in depth before compaction, and thoroughly tamp, roll or otherwise compact. Place

material to limits and grades designated on plans, or if not designated, to original natural ground

level. All materials placed shall be compacted to not less than 95 percent as determined by Test

Method No. Calif 216 or Calif 231.

C. Backfill Behind Retaining Walls: Only hand-operated compaction equipment shall be allowed

within 6 feet of the front of the wall face (or within 3 feet of the front of the wall face when the

height of the retained soil does not exceed 6 feet). Compaction within the 6 feet behind the wall

face shall be achieved by at least four (4) passes of a lightweight mechanical tamper, plate, or

roller until minimum compaction requirements have been satisfied.

3.3 BASE FOR SLABS

A. Floor slab capillary break: Use mixture of sand and gravel conforming to the following grading:

SIEVE PERCENTAGE PASSING SIEVE

1" 100

3/4" 90 - 100

No. 8 0 - 10

No. 16 0 - 25

No. 200 0 - 3

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B. Sand and Gravel Base: Use mixture of clean sand and gravel conforming to

following grading:

SIEVE PERCENTAGE PASSING SIEVE

2" 100

1-1/2" 90 - 100

3/4" 50 - 85

No. 4 30 - 45

No. 30 10 - 25

No. 200 5 - 9

Deposit materials evenly over entire area in 6 inch layers, compact each layer thoroughly and

uniformly to relative compaction of 95 percent.

C. Aggregate Base: See Section 32 11 23 – Aggregate Base.

D. Existing Ground Base: When required subgrade level approximately coincides with existing

natural ground level, remove vegetation, large stones, soft spots and other objectionable material.

Fill isolated low spots and low areas in general, remove high spots and uniformly grade

subsurface as required by finish grade levels. Thoroughly compact fill material.

E. Surface Treatment of Areas to Receive Moisture Barriers and Waterproofing Membranes: When

slab moisture protection is specified, prepared existing ground base, sand and gravel base or

aggregate base, shall be covered with fine sand, similar to beach sand, placed to depth necessary

to cover rocky projections in surface to receive moisture protection membranes as directed by

State.

F. Sand Cover Over Moisture Barrier: Place two nominal 2-inch deep fine sand covers over moisture

barrier.

G. Subgrade for Ratproof Slabs and Crawl Spaces: Remove vegetation, large stones and rubbish.

Lightly grade areas to provide smooth, even surface.

3.4 GENERAL SITE GRADING

A. General site grading is included hereunder. Grade areas within grading limits indicated, to new

contours, cross sections and finish grades shown. Except as otherwise indicated, remove

vegetation, rocks over 2-1/2 inches, wood, and other rubbish from areas to be graded.

B. Rough grade areas and treat subsoil in excavated areas and areas requiring 12 inches of fill or

less by chiseling to minimum depth of 12 inches.

C. Use chiseling equipment having teeth spaced 12 inches apart maximum. Construct swales to

provide drainage from all areas to drainage facilities (new or existing). Compact by rolling with

grading equipment or by other means to produce required results.

D. Grade finish surfaces smooth and even, finish flush with surfaced areas, sidewalks, concrete

pads, tops of curbs, manholes, drains, valve boxes, etc., unless otherwise indicated. Adjust tops

of existing manholes, cleanouts, valve boxes, drains, etc., as required to meet finish grades.

Finish surfaces shall be clean, free from undesirable vegetation, stones, wood, etc., and suitable

for subsequent landscape work.

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3.5 TOPSOIL

A. Placing and Finishing Topsoil: Place topsoil in areas and to depth indicated. Spread topsoil

uniformly in layers not to exceed 6 inches. Compact by rolling with grading equipment or other

means to produce required results. Areas shall be left smooth, even and hard surfaced to finished

contours and grades indicated.

B. Topsoil Obtained from Grading Operations: The better surface material, as approved by State,

shall be removed from areas to be site graded or excavated and stock piled, unless otherwise

indicated, in amounts to provide topsoil material to be placed in work. Remove vegetation and

rubbish before removing topsoil.

Topsoil shall not be removed from within drip line of existing trees indicated to remain. Topsoil

stock piles shall be located on premises, in areas indicated or directed, and so as not to interfere

with work of other trades.

C. Imported Topsoil: Topsoil shall be best quality available, loose, friable, loamy character, and

contain ordinary amounts of natural humus. It shall not contain lumps of soil, clods, rocks, sticks,

roots, nor other rubbish. It shall be free of weeds, plants, or plant seeds which may be considered

noxious to project. It shall not have pH value higher than 7.0 nor lower than 6.0, and shall be

sufficiently fertile to sustain normal, healthy plant growth.

Prior to delivery of topsoil to job site, its source shall be inspected and approved by State. As

topsoil is delivered, the State may spot-check for conformity to this requirement. Should State

reject any load for any reason, it shall be removed from site immediately.

3.6 FOUNDATION DRAINAGE

A. Ceramic Glazed Clay Pipe: Provide when specifically indicated. Use extra strength ceramic

glazed clay pipe meeting ASTM C200, unless otherwise indicated. Lay tile in trenches to required

line and gradient, insert spigots in bells but do not cement, use elbow fittings at angular turns.

Wrap joints with minimum of 12 inches thick 1/4-inch to 1-1/2 inch size well graded drain rock.

Drain rock shall be clean, hard, durable crushed rock or gravel free of deleterious materials.

Place one layer of No. 15 roofing felt on top surface of rock before completing backfill or placing

topsoil.

B. Perforated PVC Pipe: Unless otherwise shown, collection system for foundation drainage shall be

perforated Schedule 40 PVC.

Pipe shall be shop perforated, with clean cut 1/4-inch (+ 1/16-inch) diameter holes arranged in

rows parallel to axis of pipe, and about 3 inches on center along rows. Arrange rows in two equal

groups on each side of vertical center line of pipe. The lower unperforated segment shall have

width corresponding to arc of 90 degrees (+ 5 degrees).

Couplings, sleeve type suitable for holding pipe in alignment without use of sealing compound or

gaskets. Couplings need not be type which effectively seals joints. Tapered couplings will be

acceptable.

Lay pipe with perforated portion below horizontal center line.

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Trench backfill shall consist of well graded permeable blanket consisting of hard, durable, clean

sand, gravel or crushed stone free from organic or other deleterious material. Rock shall be

encased in polypropylene filter fabric.

Permeable material shall conform to following grading:

SIEVE SIZE PERCENTAGE PASSING

1" 100

3/4" 90 - 100

3/8" 40 - 100

No. 4 25 - 40

No. 8 3 - 10

No. 30 0 - 1

END OF SECTION 31 22 00

STORM WATER POLLUTION PREVENTION PLAN

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SECTION 31 25 00

STORM WATER POLLUTION PREVENTION PLAN

PART 1 – GENERAL

1.01 SECTION INCLUDES

A. Preparation, implementation and monitoring of the General Construction Storm

Water Permit (General Permit) and the Storm Water Pollution Prevention Plan

(SWPPP) for the purpose of preventing the discharge of pollutants from the

Project site into receiving waters. This includes, but is not limited to, the

prevention of sedimentation from the site into storm drains and the elimination of

pollution discharges such as improper dumping, spills or leakage from storage

tanks or transfer areas.

1.02 REGULATORY REQUIREMENTS

A. Contractor shall comply with the State Water Resources Control Board, Regional

Water Quality Control Board (RWQCB), county, city, municipality, and other local

agency requirements regarding storm water discharges and management. The

State does not obtain local permits.

B. Contractor shall refer to 1.03 of this Section and electronically file and provide all

Permit Registration Documents (PRD) including, but not limited to Notice of

Intent (NOI), Site Map, SWPPP, Risk Assessment, Annual Fees, ATS Design

Document (if required), Water balance Calculations (if required) and Certification;

and pay fees to the State Water Board. Fact Sheets about the permit can be

found at

http://www.waterboards.ca.gov/water_issues/programs/stormwater/docs/constpe

rmits/wqo_2009_0009_complete.pdf.

C. The Contractor shall employ (for the entire Construction Contract) the Services of

a Qualified SWPPP Developer (QSD) who is authorized to develop and revise

the SWPPP and a Qualified SWPPP practitioner (QSP) who is assigned

responsibility for non-storm water and storm water visual observations, sampling

and analysis and responsible to ensure full compliance with the permit and

implementation of all the elements of the SWPPP.

1.03 STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

A. A SWPPP has not been prepared for the site. Contractor shall prepare the

SWPPP in its entirety in accordance with all of the requirements of the General

Construction Storm Water Permit (SWRCB Order 2010-0014-DWQ). Contractor

shall retain a QSD, licensed/ certified in the State of California, to prepare this

Plan by showing the Best Management Practices (BMP) for the prevention and

control of pollutants and erosion on the site upon Notice to Proceed (NTP). Any

engineering work involved in the development of the SWPPP shall be

accomplished by a Civil Engineer, licensed in the State of California Contractor is

responsible to implement the SWPPP and make revisions to the Plan as

necessary until the RWQCB’s approval of the Notice of Termination (NOT).

STORM WATER POLLUTION PREVENTION PLAN

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Information on the Permit can be found on the internet at

http://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.s

html

.1 The project is Risk Leve1

B. Contractor shall not commence grading until the SWPPP has been prepared and

reviewed by the State, the PRD’s, including but limited to the NOI has been filed

with the RWQCB and the RWQCB has issued a Water Discharger Identification

(WDID) number. Erosion and sediment controls must be in place prior to the

commencement of grading and any storm event.

1.04 SUBMITTALS

A. Submit an electronic copy of the SWPPP within 14 calendar days after the Start

Date stated in the Notice to Proceed. The State will review the SWPPP within 14

calendar days. If revisions are required, make corrections and resubmit within 7

calendar days.

B. Submit an electronic copy of the licensing/ certifications of the QSD and QSP

from the required State Water Resources Control Board training.

C. Submit a Schedules of Values for the SWPPP Work in accordance with the

General Conditions of the Contract and other contract provisions that applies.

Include but not limited to line items for the SWPPP development and line items

for the SWPPP reporting and maintenance.

D. Submit an electronic copy of the monthly SWPPP reports and related documents

including Rain Event Action Plans (REAP’s). These reports shall be included

with the Contractor’s Payment Requests.

1.05 PERMIT

A. Contractor’s QSD shall file the PRD’s including but not limited to the NOI with the

State Water Resources Control Board on behalf of the State or Client

Agency/Department, pay the required fees, and pay annual renewal fees until

Completion (as defined by the General Conditions) of the project at which time

the NOT must have been previously approved by the appropriate RWQCB.

Submit a copy of the PRD’s to the State.

1.06 LIABILITIES AND PENALTIES

A. Review of the SWPPP, prepared by the Contractor, shall not relieve the

Contractor from liabilities arising from non-compliance of storm water pollution

regulations. State review of the SWPPP, prepared in its entirety by the

Contractor, shall not relieve the Contractor from liabilities arising from non-

compliance of storm water pollution regulations.

B. Contractor shall be held responsible for paying all penalties for violations of

permit conditions. The State shall recover from the Contractor all costs of any

fines against the State, due to non-compliance by the Contractor.

STORM WATER POLLUTION PREVENTION PLAN

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1.07 IMPLEMENTATION

A. Contractor shall comply with the requirements (SWRCB Order 2010-0014-DWQ)

of the General Construction Storm Water Permit and the SWPPP. The

Contractor’s QSD shall update the SWPPP and have the SWPPP; including

maps, reports, weather records & training records available at the construction

site at all times. A “Water Pollution Control” exhibit no smaller than 24 inches x

36 inches shall be mounted in full view in the construction trailer at all times.

.1 Subsequent to the State’s verification of the Contractor’s QSD’s and

QSP’s certifications and licenses, the State will authorize access for the

QSD and QSP like to the project’s Storm Water Multi-Application &

Report Tracking System (SMARTS) account as “data submitters”. As

data submitters, the contractor’s QSD & QSP will upload all required

documents including, but not limited to, all the NOI documents, rain event

data, exceedance reports and annual reports within the Construction

General Permit time frames.

B. Contractor shall implement best management practices for control of all

pollutants including sediment, concrete and cement plaster waste, paint,

fertilizers, soil amendments and other construction related pollutants.

C. Contractor shall implement an effective combination of erosion and sediment

controls by stabilizing all disturbed soil, paying particular attention to exposed

slopes. Back up erosion prevention measures with sediment control measures.

Ensure all control measures are adequate, in place, and in operable condition.

D. Contractor’s QSP shall conduct site inspections (no duties shall be delegated to

non-certified personnel) in accordance with the General Construction Storm

Water Permit and the SWPPP before, during extended storm events, and after

each storm event to identify areas that may contribute to erosion and sediment

problems or any other pollutant discharges. If additional control measures are

needed, implement them immediately. Document all inspection findings and

actions taken in detailed, site specific inspection reports. These reports must be

maintained on site for review.

.1 For Risk Level 1 projects, monitor in accordance with the requirements in

Attachment C of the General Construction Storm Water Permit.

.2 Contractor’s QSP shall upload all sampling data into SMARTS in

accordance with the appropriate Attachment (based on Risk Level).

E. Contractor shall maintain and repair all erosion prevention and sediment control

measures throughout the season and until Completion (as defined by the

General Conditions) of the project. Keep replacement supplies on the site.

F. Contractor shall train all site personnel in erosion prevention and sediment

control techniques, and the responsibilities under the General Construction

Storm Water Permit at the beginning of the project and on a monthly basis..

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G. Contractor shall immediately report to the Regional Board office and the State, of

any instances of sediment or other pollutant discharges from the site.

H. Contractor shall obtain QSP services and pay for such services and for any

sampling, testing, and analysis of storm water as required for compliance with

the General Permit and the SWPPP.

I. Contractor shall make the SWPPP available to the Regional Water Quality

Control Board (RWQCB) staff, State staff (and any delegated local agency staff)

and correct any requirements imposed as a result of their inspections within 72

hours, or prior to a rain event, whichever is sooner.

1.08 CERTIFICATION AND REPORTS

A. On the first of the month, as determined by the requirements of the General

Permit, the SWPPP and the State Water Resources Board, each year during the

construction period, submit an annual certification report (for the previous

compliance year) as outlined in the General Permit, to the State Water

Resources Control Board and the State, indicating that the construction activities

are in compliance with the General Permit and the SWPPP. Contractor shall

respond to any comments within 72 hours after receipt. The annual report shall

be prepared by the Contractor’s QSD. This reporting shall continue until a Notice

of Termination is approved by the Regional Water Quality Control Board.

B. Prior to Completion of the project submit records of all inspections, compliance

certifications and noncompliance reports to the State in dated, tabbed, indexed

binders and electronically.

C. Prior to Completion of the project, the Contractor’s QSD shall file a Final Annual

Report and a Notice of Termination with the State Water Resources Control

Board via the SMARTS. Submit a copy of the Notice of Termination to the State.

END OF SECTION

TEMPORARY EROSION AND SEDIMENTATION CONTROL

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SECTION 31 25 10

TEMPORARY EROSION AND SEDIMENTATION CONTROL

PART 1 - GENERAL

1.1 SUMMARY

A. Contractor shall perform all work necessary for the preparation, implementation and monitor-

ing of Erosion Control Plan for the purpose of preventing the discharge of pollutants from the

Project site into receiving waters. This includes, but is not limited to the prevention of sedi-

mentation from the site into drains and the elimination of pollution discharges such as improp-

er dumping, spills or leakage from storage tanks or transfer areas.

B. Provide temporary erosion and sedimentation control consistent with the California Stormwater

Quality Association (CASQA) Construction Best Management Practice (BMP) Handbook.

1.2 EROSION CONTROL PLAN

Contractor shall prepare the Erosion Control Plan in its entirety. Prepare this plan by showing

the Best Management Practices for the prevention and control of pollutants and erosion on the

site.

Contractor shall not commence work on site until the Erosion Control Plan has been prepared

and reviewed by the State. Erosion and sediment controls must be in place prior to the com-

mencement of grading.

1.3 SUBMITTALS

Submit the Erosion Control Plan within 14 calendar days after the Start Date stated in the Notice

to Proceed. The State will review the Erosion Control Plan within 14 calendar days. If revisions

are required, make corrections and resubmit within 7 calendar days.

1.4 LIABILITIES AND PENALTIES

Review of the Erosion Control Plan, prepared in its entirety by the Contractor, shall not relieve

the Contractor from liabilities arising from non-compliance of storm water pollution regulations.

Contractor will be held responsible for paying penalties for violations of permit conditions. The

State shall recover all costs of the fine from the Contractor for any fines against the State due to

non-compliance by the Contractor.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Provide as needed, consistent with CASQA BMP Handbook.

TEMPORARY EROSION AND SEDIMENTATION CONTROL

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PART 3 - EXECUTION

3.1 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and

discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways.

B. Train all site personnel in erosion prevention and sediment control techniques.

C. Implement best management practices for control of all pollutants including sediment, concrete

and stucco waste, paint fertilizers, soil amendments and other construction related pollutants

D. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction

until completion of Work.

E. Comply with the requirements of the Erosion Control Plan. Contractor shall update the Erosion

Control Plan and have the Erosion Control Plan available at the construction site at all times.

F. Implement an effective combination of erosion and sediment controls by stabilizing all disturbed

soil, paying particular attention to exposed slopes. Back up erosion prevention measures with

sediment control measures. Ensure all control measures are adequate, in place, and in

operable condition.

G. Conduct site inspections before, during extended storm events, after each storm event and as

the permit requires to identify areas that may contribute to erosion and sediment problems or

any other pollutant discharges. If additional control measures are needed, implement them

immediately. Document all inspection findings and actions taken in detailed, site specific

inspection reports. These reports must be maintained on site for review

H. Maintain and repair all required erosion prevention and sediment control measures throughout

the year and until completion of the Project. Keep replacement supplies on the site

I. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during

removal.

3.2 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.

END OF SECTION 31 25 10

AGGREGATE BASE

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SECTION 32 11 23

AGGREGATE BASE

PART 1 - GENERAL

1.1 SUBGRADE

A. Subgrade is defined as the surface upon which pavement, base, or subbase is to be placed.

1.2 SUBMITTALS

A. Product Data: Submit 5 copies, date to include source, gradation. R-value, sand equivalent, and

durability of proposed base course material.

PART 2 - PRODUCTS

2.1 AGGREGATE BASE

A. Use Class 2 aggregate base as specified in the Standard Specifications of the State

Department of Transportation- Caltrans, latest edition, Section 26, Article 26-1.02 A.

B. Material: Quarry waste, broken stone, crushed gravel, or combination thereof, free from

vegetable matter and other deleterious substances, and of such quality that it will compact

thoroughly when watered and rolled, to form firm, well bonded base.

C. Tests:

TEST METHOD NO CALIF REQUIREMENTS

Resistance Value (R)* 301 78 Min

Sand Equivalent 217 22 Min

Durability Index 229 35 Min

*(The "R" value requirement may be waived provided aggregate base conforms to specified

grading and durability and has sand equivalent value of 33 or more.)

1. Untreated base made from gravel aggregate, shall show substantial percentage of crushed

faces, and fines below No. 4 shall contain sufficient binding or cementitious material to ensure

sound, well bonded base.

C. Grading: Densely graded aggregate from specified maximum size to 200 mesh fines, conforming

to the following:

AGGREGATE BASE

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PERCENTAGE PASS

SIEVE SIZE 1-1/2" MAXIMUM 3/4" MAXIMUM

2" 100

1-1/2" 90-100

1" 100

3/4” 50-85 90-100

No. 4 25-45 35-60

No. 30 10-25 10-30

No. 200 2-9 2-9

PART 3 – EXECUTION

3.1 SPREADING

A. Deliver base material to subgrade as uniform mixture. Spread each layer in one operation

without segregation to compacted thickness of 6 inches maximum.

3.2 SUBGRADE

A. Shape, water and compact until firm with roller or other approved equipment prior to placing

aggregate base. Use rollers weighing at least 10 tons, and with compression on rear wheels

of approximately 325 pounds per lineal inch of tire width.

3.3 COMPACTING

A. Water base material as required and compact with steel wheeled power roller, weighing 10

tons minimum with compression on rear wheels of 325 pounds minimum per lineal inch of tire

width. Continue rolling until relative compaction of 95 percent minimum, as determined by

Test Method No. Calif 216 or Calif 231, has been obtained for entire thickness of base.

B. Compaction Testing: See Section 01 45 29.

C. Do not vary thickness of finished base more than 1/2 inch from planned thickness at any point.

Rework base which does not conform to above requirements; reshape, water, and thoroughly

re-compact to conform to specified requirements.

END OF SECTION 32 11 23

ASPHALT PAVING

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SECTION 32 12 16

ASPHALT PAVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Hot-mix asphalt paving.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review methods and procedures related to hot-mix asphalt paving including, but not

limited to, the following:

a. Review proposed sources of paving materials, including capabilities and location of

plant that will manufacture hot-mix asphalt.

b. Review requirements for protecting paving work, including restriction of traffic during

installation period and for remainder of construction period.

c. Provide sign in sheet and conference summary.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include technical data and tested physical and performance properties.

2. Job-Mix Designs: Certification, by authorities having jurisdiction, of approval of each job

mix proposed for the Work.

3. Job-Mix Designs: For each job mix proposed for the Work.

1.4 INFORMATIONAL SUBMITTALS

A. Qualification Data: For manufacturer and testing agency.

B. Material Certificates: For each paving material. Include statement that mixes containing

recycled materials will perform equal to mixes produced from all new materials.

C. Material Test Reports: For each paving material, by a qualified testing agency.

D. Field quality-control reports.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: A paving-mix manufacturer registered with and approved by

authorities having jurisdiction or the DOT of state in which Project is located.

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B. Testing Agency Qualifications: Qualified according to ASTM D 3666 for testing indicated.

C. Regulatory Requirements: Comply with materials, workmanship, and other applicable

requirements of Section 39- Asphalt Concrete of State of California Department of

Transportation Standard Specifications for asphalt paving work.

1. Measurement and payment provisions and safety program submittals included in standard

specifications do not apply to this Section.

1.6 FIELD CONDITIONS

A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or excessively

damp, if rain is imminent or expected before time required for adequate cure, or if the following

conditions are not met:

1. Prime Coat: Minimum surface temperature of 60 deg F.

2. Tack Coat: Minimum surface temperature of 60 deg F.

3. Slurry Coat: Comply with weather limitations in ASTM D 3910.

4. Asphalt Base Course: Minimum surface temperature of 50 deg F and rising at time of

placement.

5. Asphalt Surface Course: Minimum surface temperature of 60 deg F at time of placement.

1.8 LEED

A. Credit MR 5.1 Regional content. Provide manufacturer’s Product Data for regional content

indicating where manufactured, where extracted, harvested or recovered and distance from the

project. Provide the cost of materials separate from equipment and labor.

PART 2 - PRODUCTS

2.1 AGGREGATES

A. General: Use materials and gradations that have performed satisfactorily in previous

installations.

B. Coarse Aggregate: ASTM D 692/D 692M, sound; angular crushed stone, crushed gravel, or

cured, crushed blast-furnace slag.

C. Fine Aggregate: ASTM D 1073, sharp-edged natural sand or sand prepared from stone,

gravel, cured blast-furnace slag, or combinations thereof.

1. For hot-mix asphalt, limit natural sand to a maximum of 20 percent by weight of the total

aggregate mass.

D. Mineral Filler: ASTM D 242/D 242M, rock or slag dust, hydraulic cement, or other inert

material.

E. Grading: Densely graded aggregate from specified maximum size to 200 mesh fines

conforming to the following:

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SEIVE SIZE PERCENTAGE PASSING, 1/2'” MAX, MEDIUM

1” ---

¾” 100

½” 95-99

3/8” 75-95

No. 4 55-66

No. 8 38-49

No. 30 15-27

No. 200 2-8

F. Test of Combined Aggregate:

TEST METHOD

CALIF NO. REQUIREMENT

1. Percentage of crashed Particles

a. Coarse Aggregate 205 25% min

b. Fine Aggregate 205 20% min

2. Loss in Los Angeles Rattler 211 ---

(After 100 rev)

3. Loss in Los Angeles Rattler 211 50% max

(After 500 rev)

4. Sand Equivalent 217 42 min

2.2 ASPHALT MATERIALS

A. Asphalt Binder: AASHTO M 320, PG 64-10.

B. Asphalt Cement: ASTM D 946/D 946M for penetration-graded material.

C. Cutback Prime Coat: ASTM D 2027, medium-curing cutback asphalt, MC-30 or MC-70.

D. Emulsified Asphalt Prime Coat: ASTM D 977 emulsified asphalt, or ASTM D 2397 cationic

emulsified asphalt, slow setting, diluted in water, of suitable grade and consistency for

application.

E. Tack Coat: ASTM D 977 emulsified asphalt, or ASTM D 2397 cationic emulsified asphalt,

slow setting, diluted in water, of suitable grade and consistency for application.

F. Fog Seal: ASTM D 977 emulsified asphalt, or ASTM D 2397 cationic emulsified asphalt, slow

setting, factory diluted in water, of suitable grade and consistency for application.

G. Water: Potable.

H. Undersealing Asphalt: ASTM D 3141/D 3141M; pumping consistency.

2.3 AUXILIARY MATERIALS

A. Herbicide: Commercial chemical for weed control, registered by the EPA, and not classified as

"restricted use" for locations and conditions of application. Provide in granular, liquid, or

wettable powder form.

B. Sand: ASTM D 1073, Grade No. 2 or No. 3.

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C. Paving Geotextile: AASHTO M 288 paving fabric; nonwoven polypropylene; resistant to

chemical attack, rot, and mildew; and specifically designed for paving applications.

D. Joint Sealant: ASTM D 6690, Type II or III, hot-applied, single-component, polymer-modified

bituminous sealant.

2.4 MIXES

A. Hot-Mix Asphalt: Dense-graded, hot-laid, hot-mix asphalt plant mixes approved by authorities

having jurisdiction and complying with the following requirements:

1. Provide mixes with a history of satisfactory performance in geographical area where

Project is located.

2. Asphalt Concrete Mix: Type B, 1/2" inch maximum, medium grading.

a. Use between 5 percent and 8 percent of asphalt binder by weight of mineral

aggregate in mixture.

3. The asphalt concrete mixture, composed of the aggregate proposed for use and the

optimum amount of asphalt as determined by California Test 367, shall conform to the

following requirements:

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that subgrade is dry and in suitable condition to begin paving.

B. Proof-roll subgrade below pavements with heavy pneumatic-tired equipment to identify soft

pockets and areas of excess yielding. Do not proof-roll wet or saturated subgrades.

1. Completely proof-roll subgrade in one direction, repeating proof-rolling in direction

perpendicular to first direction. Limit vehicle speed to 3 mph.

2. Proof roll with a loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons.

3. Excavate soft spots, unsatisfactory soils, and areas of excessive pumping or rutting, as

determined by State, and replace with compacted backfill or fill as directed.

C. Proceed with paving only after unsatisfactory conditions have been corrected.

3.2 SURFACE PREPARATION

A. General: Immediately before placing asphalt materials, remove loose and deleterious material

from substrate surfaces. Ensure that prepared subgrade is ready to receive paving.

B. Herbicide Treatment: Apply herbicide according to manufacturer's recommended rates and

written application instructions. Apply to dry, prepared subgrade or surface of compacted-

aggregate base before applying paving materials.

1. Mix herbicide with prime coat if formulated by manufacturer for that purpose.

C. Cutback Prime Coat: Apply uniformly over surface of compacted unbound-aggregate base

course at a rate of 0.15 to 0.50 gal./sq. yd.. Apply enough material to penetrate and seal, but

not flood, surface. Allow prime coat to cure.

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1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over

surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove

loose sand by sweeping before pavement is placed and after volatiles have evaporated.

2. Protect primed substrate from damage until ready to receive paving.

D. Emulsified Asphalt Prime Coat: Apply uniformly over surface of compacted unbound-

aggregate base course at a rate of 0.10 to 0.30 gal./sq. yd. per inch depth. Apply enough

material to penetrate and seal, but not flood, surface. Allow prime coat to cure.

1. If prime coat is not entirely absorbed within 24 hours after application, spread sand over

surface to blot excess asphalt. Use enough sand to prevent pickup under traffic. Remove

loose sand by sweeping before pavement is placed and after volatiles have evaporated.

2. Protect primed substrate from damage until ready to receive paving.

E. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 gal./sq.

yd..

1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving.

2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove

spillages and clean affected surfaces.

3.3 PLACING HOT-MIX ASPHALT

A. Machine place hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place

asphalt mix by hand in areas inaccessible to equipment in a manner that prevents segregation

of mix. Place each course to required grade, cross section, and thickness when compacted.

1. Place hot-mix asphalt base course in number of lifts and thicknesses indicated.

2. Place hot-mix asphalt surface course in single lift.

3. Spread mix at a minimum temperature of 250 deg F.

4. Begin applying mix along centerline of crown for crowned sections and on high side of

one-way slopes unless otherwise indicated.

5. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and

tears in asphalt-paving mat.

B. Place paving in consecutive strips not less than 10 feet wide unless infill edge strips of a

lesser width are required.

1. After first strip has been placed and rolled, place succeeding strips and extend rolling to

overlap previous strips. Overlap mix placement about 1 to 1-1/2 inches from strip to strip

to ensure proper compaction of mix along longitudinal joints.

2. Complete a section of asphalt base course before placing asphalt surface course.

C. Promptly correct surface irregularities in paving course behind paver. Use suitable hand tools

to remove excess material forming high spots. Fill depressions with hot-mix asphalt to prevent

segregation of mix; use suitable hand tools to smooth surface.

3.4 JOINTS

A. Construct joints to ensure a continuous bond between adjoining paving sections. Construct

joints free of depressions, with same texture and smoothness as other sections of hot-mix

asphalt course.

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1. Clean contact surfaces and apply tack coat to joints.

2. Offset longitudinal joints, in successive courses, a minimum of 6 inches.

3. Offset transverse joints, in successive courses, a minimum of 24 inches.

4. Construct transverse joints at each point where paver ends a day's work and resumes

work at a subsequent time. Construct these joints using either "bulkhead" or "papered"

method according to AI MS-22, for both "Ending a Lane" and "Resumption of Paving

Operations."

5. Compact joints as soon as hot-mix asphalt will bear roller weight without excessive

displacement.

6. Compact asphalt at joints to a density within 2 percent of specified course density.

3.5 COMPACTION

A. General: Begin compaction as soon as placed hot-mix paving will bear roller weight without

excessive displacement. Compact hot-mix paving with hot, hand tampers or with vibratory-

plate compactors in areas inaccessible to rollers.

1. Complete compaction before mix temperature cools to 185 deg F.

B. Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and

outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade,

and smoothness. Correct laydown and rolling operations to comply with requirements.

C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot-

mix asphalt is still hot enough to achieve specified density. Continue rolling until hot-mix

asphalt course has been uniformly compacted to the following density:

1. Average Density: 96 percent of reference laboratory density according to ASTM D 6927,

but not less than 94 percent or greater than 100 percent.

2. Average Density: 92 percent of reference maximum theoretical density according to

ASTM D 2041, but not less than 90 percent or greater than 96 percent.

D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still

warm.

E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to

proper alignment. Bevel edges while asphalt is still hot; compact thoroughly.

F. Repairs: Remove paved areas that are defective or contaminated with foreign materials and

replace with fresh, hot-mix asphalt. Compact by rolling to specified density and surface

smoothness.

G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and

hardened.

H. Erect barricades to protect paving from traffic until mixture has cooled enough not to become

marked.

3.6 INSTALLATION TOLERANCES

A. Pavement Thickness: Compact each course to produce the thickness indicated within the

following tolerances:

ASPHALT PAVING

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1. Base Course: Plus or minus 1/2 inch.

2. Surface Course: Plus 1/4 inch, no minus.

B. Pavement Surface Smoothness: Compact each course to produce a surface smoothness

within the following tolerances as determined by using a 10-foot straightedge applied

transversely or longitudinally to paved areas:

1. Base Course: 1/4 inch.

2. Surface Course: 1/8 inch.

3. Crowned Surfaces: Test with crowned template centered and at right angle to crown.

Maximum allowable variance from template is 1/4 inch.

C. Pavement Surface Slopes within the accessible route shall comply with the slopes indicated.

3.7 FIELD QUALITY CONTROL

A. Testing Agency: State will engage a qualified testing agency to perform tests and inspections.

B. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined

according to ASTM D 3549.

C. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for

compliance with smoothness tolerances.

D. Asphalt Traffic-Calming Devices: Finished height of traffic-calming devices above pavement

will be measured for compliance with tolerances.

E. In-Place Density: Testing agency will take samples of uncompacted paving mixtures and

compacted pavement according to ASTM D 979.

1. Reference maximum theoretical density will be determined by averaging results from four

samples of hot-mix asphalt-paving mixture delivered daily to site, prepared according to

ASTM D 2041, and compacted according to job-mix specifications.

2. In-place density of compacted pavement will be determined by testing core samples

according to ASTM D 1188 or ASTM D 2726.

a. One core sample will be taken for every 1000 sq. yd. or less of installed pavement,

with no fewer than three cores taken.

b. Field density of in-place compacted pavement may also be determined by nuclear

method according to ASTM D 2950 and correlated with ASTM D 1188 or

ASTM D 2726.

F. Replace and compact hot-mix asphalt where core tests were taken.

G. Remove and replace or install additional hot-mix asphalt where test results or measurements

indicate that it does not comply with specified requirements.

3.8 WASTE HANDLING

A. General: Handle asphalt-paving waste according to approved waste management plan

required in Section 01 74 19 "Construction Waste Management.”

END OF SECTION 32 12 16

CONCRETE PAVING

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SECTION 32 13 13

CONCRETE PAVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes Concrete Paving Including the Following:

1. Driveways.

2. Roadways.

3. Parking lots.

4. Curbs and gutters.

5. Walks.

1.2 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of blended

hydraulic cement, fly ash, slag cement, and other pozzolans.

B. W/C Ratio: The ratio by weight of water to cementitious materials.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review methods and procedures related to concrete paving, including but not limited to,

the following:

a. Concrete mixture design.

b. Quality control of concrete materials and concrete paving construction practices.

c. Sign in sheet and conference summary.

2. Require representatives of each entity directly concerned with concrete paving to attend,

including the following:

a. Contractor's superintendent.

b. Independent testing agency responsible for concrete design mixtures.

c. Ready-mix concrete manufacturer.

d. Concrete paving Subcontractor.

e. Manufacturer's representative of stamped concrete paving system used for stamped

detectable warnings.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples for Initial Selection: For each type of product, ingredient, or admixture requiring color

selection.

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C. Design Mixtures: For each concrete paving mixture. Include alternate design mixtures when

characteristics of materials, Project conditions, weather, test results, or other circumstances

warrant adjustments.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer of stamped detectable warnings and ready-mix

concrete manufacturer.

B. Material Certificates: For the following, from manufacturer:

1. Cementitious materials.

2. Steel reinforcement and reinforcement accessories.

3. Fiber reinforcement.

4. Admixtures.

5. Curing compounds.

6. Applied finish materials.

7. Bonding agent or epoxy adhesive.

8. Joint fillers.

C. Material Test Reports: For each of the following:

1. Aggregates: Include service-record data indicating absence of deleterious expansion of

concrete due to alkali-aggregate reactivity.

D. Field quality-control reports.

E. Mockup data 1 plan.

1.6 QUALITY ASSURANCE

A. Stamped Detectable Warning Installer Qualifications: An employer of workers trained and

approved by manufacturer of stamped concrete paving systems.

B. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-

mixed concrete products and that complies with ASTM C 94/C 94M requirements for production

facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete

Production Facilities" (Quality Control Manual - Section 3, "Plant Certification Checklist").

C. Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 for testing

indicated.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing

Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.

D. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate

aesthetic effects and set quality standards for materials and execution.

1. Build mockups of full-thickness sections of concrete paving to demonstrate typical joints;

surface finish, texture, and color; curing; and standard of workmanship.

CONCRETE PAVING

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2. Build mockups of concrete paving in the location and of the size indicated or, if not

indicated, build mockups where directed by State and not less than 96 inches by 96

inches.

3. Approval of mockups does not constitute approval of deviations from the Contract

Documents contained in mockups unless State specifically approves such deviations in

writing.

4. Subject to compliance with requirements, approved mockups may become part of the

completed Work if undisturbed at time of Completion.

1.7 PRECONSTRUCTION TESTING

A. Preconstruction Testing Service: Engage a qualified independent testing agency to perform

preconstruction testing on concrete paving mixtures.

1. Provide test results to State.

1.8 FIELD CONDITIONS

A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other

construction activities.

B. Cold-Weather Concrete Placement: Protect concrete work from physical damage or reduced

strength that could be caused by frost, freezing, or low temperatures. Comply with ACI 306.1

and the following:

1. When air temperature has fallen to or is expected to fall below 40 deg F, uniformly heat

water and aggregates before mixing to obtain a concrete mixture temperature of not less

than 50 deg F and not more than 80 deg F at point of placement.

2. Do not use frozen materials or materials containing ice or snow.

3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or

chemical accelerators unless otherwise specified and approved in design mixtures.

C. Hot-Weather Concrete Placement: Comply with ACI 301 and as follows when hot-weather

conditions exist:

1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F at time

of placement. Chilled mixing water or chopped ice may be used to control temperature,

provided water equivalent of ice is calculated in total amount of mixing water. Using liquid

nitrogen to cool concrete is Contractor's option.

2. Cover steel reinforcement with water-soaked burlap, so steel temperature will not exceed

ambient air temperature immediately before embedding in concrete.

3. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep

subgrade moisture uniform without standing water, soft spots, or dry areas.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. ACI Publications: Comply with ACI 301 unless otherwise indicated.

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2.2 FORMS

A. Form Materials: Plywood, metal, metal-framed plywood, or other approved panel-type materials

to provide full-depth, continuous, straight, and smooth exposed surfaces.

1. Use flexible or uniformly curved forms for curves with a radius of 100 feet or less.

B. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain,

or adversely affect concrete surfaces and that will not impair subsequent treatments of concrete

surfaces.

2.3 STEEL REINFORCEMENT

A. Plain-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, fabricated from galvanized-

steel wire into flat sheets.

B. Deformed-Steel Welded-Wire Reinforcement: ASTM A 1064/A 1064M, flat sheet.

C. Epoxy-Coated Welded-Wire Reinforcement: ASTM A 884/A 884M, Class A, plain steel.

D. Reinforcing Bars: ASTM A 615/A 615M, Grade 60; deformed.

E. Galvanized Reinforcing Bars: ASTM A 767/A 767M, Class II zinc coated, hot-dip galvanized

after fabrication and bending; with ASTM A 615/A 615M, Grade 60 deformed bars.

F. Epoxy-Coated Reinforcing Bars: ASTM A 775/A 775M or ASTM A 934/A 934M; with

ASTM A 615/A 615M, Grade 60 deformed bars.

G. Steel Bar Mats: ASTM A 184/A 184M; with ASTM A 615/A 615M, Grade 60 deformed bars;

assembled with clips.

H. Plain-Steel Wire: ASTM A 1064/A 1064M, galvanized.

I. Deformed-Steel Wire: ASTM A 1064/A 1064M.

J. Epoxy-Coated-Steel Wire: ASTM A 884/A 884M, Class A; coated, deformed.

K. Joint Dowel Bars: ASTM A 615/A 615M, Grade 60 plain-steel bars; zinc coated (galvanized)

after fabrication according to ASTM A 767/A 767M, Class I coating. Cut bars true to length with

ends square and free of burrs.

L. Epoxy-Coated, Joint Dowel Bars: ASTM A 775/A 775M; with ASTM A 615/A 615M, Grade 60

plain-steel bars.

M. Tie Bars: ASTM A 615/A 615M, Grade 60; deformed.

N. Hook Bolts: ASTM A 307, Grade A, internally and externally threaded. Design hook-bolt joint

assembly to hold coupling against paving form and in position during concreting operations, and

to permit removal without damage to concrete or hook bolt.

O. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and

fastening reinforcing bars, welded-wire reinforcement, and dowels in place. Manufacture bar

supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast

concrete of greater compressive strength than concrete specified, and as follows:

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1. Equip wire bar supports with sand plates or horizontal runners where base material will

not support chair legs.

2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer-coated wire

bar supports.

P. Epoxy Repair Coating: Liquid, two-part, epoxy repair coating, compatible with epoxy coating on

reinforcement.

Q. Zinc Repair Material: ASTM A 780/A 780M.

2.4 CONCRETE MATERIALS

A. Cementitious Materials: Use the following cementitious materials, of same type, brand, and

source throughout Project:

1. Portland Cement: ASTM C 150/C 150M, gray portland cement Type II.

B. Normal-Weight Aggregates: ASTM C 33/C 33M, Class 4M, uniformly graded. Provide

aggregates from a single source.

1. Maximum Coarse-Aggregate Size: 1 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Air-Entraining Admixture: ASTM C 260/C 260M.

D. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other

admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of

cementitious material.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.

2. Retarding Admixture: ASTM C 494/C 494M, Type B.

3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.

4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.

5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.

6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

E. Water: Potable and complying with ASTM C 94/C 94M.

2.5 CURING MATERIALS

A. Water: Potable.

B. Evaporation Retarder: Waterborne, monomolecular, film forming, manufactured for application

to fresh concrete.

C. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B,

dissipating.

D. White, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 2, Class B,

dissipating.

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2.6 RELATED MATERIALS

A. Joint Fillers: ASTM D 1752, cork or self-expanding cork in preformed strips.

B. Slip-Resistive Aggregate Finish: Factory-graded, packaged, rustproof, nonglazing, abrasive

aggregate of fused aluminum-oxide granules or crushed emery aggregate containing not less

than 50 percent aluminum oxide and not less than 20 percent ferric oxide; unaffected by

freezing, moisture, and cleaning materials.

C. Bonding Agent: ASTM C 1059/C 1059M, Type II, non-redispersible, acrylic emulsion or styrene

butadiene.

D. Epoxy-Bonding Adhesive: ASTM C 881/C 881M, two-component epoxy resin capable of humid

curing and bonding to damp surfaces; of class suitable for application temperature, of grade

complying with requirements, and of the following types:

1. Types IV and V, load bearing, for bonding hardened or freshly mixed concrete to

hardened concrete.

E. Chemical Surface Retarder: Water-soluble, liquid, set retarder with color dye, for horizontal

concrete surface application, capable of temporarily delaying final hardening of concrete to a

depth of 1/8 to 1/4 inch.

2.7 CONCRETE MIXTURES

A. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of

normal-weight concrete, and as determined by either laboratory trial mixtures or field

experience.

1. Use a qualified independent testing agency for preparing and reporting proposed concrete

design mixtures for the trial batch method.

2. When automatic machine placement is used, determine design mixtures and obtain

laboratory test results that comply with or exceed requirements.

B. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight

concrete at point of placement having an air content as follows:

1. Air Content: 2-1/2 percent plus or minus 1-1/2 percent for 1-1/2-inch nominal maximum

aggregate size.

2. Air Content: 3 percent plus or minus 1-1/2 percent for 1-inch nominal maximum

aggregate size.

3. Air Content: 3-1/2 percent plus or minus 1-1/2 percent for 3/4-inch nominal maximum

aggregate size.

C. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of

cement.

D. Chemical Admixtures: Use admixtures according to manufacturer's written instructions.

1. Use plasticizing and retarding admixture in concrete as required for placement and

workability.

2. Use water-reducing and retarding admixture when required by high temperatures, low

humidity, or other adverse placement conditions.

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E. Concrete Mixtures: Normal-weight concrete.

1. Compressive Strength (28 Days): 4000 psi.

2. Maximum W/C Ratio at Point of Placement: 0.45.

3. Slump Limit: 4 inches, plus or minus 1 inch.

2.8 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to

ASTM C 94/C 94M and ASTM C 1116/C 1116M. Furnish batch certificates for each batch

discharged and used in the Work.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from

1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and

delivery time to 60 minutes.

2.9 EXAMINATION

A. Examine exposed subgrades and subbase surfaces for compliance with requirements for

dimensional, grading, and elevation tolerances.

B. Proof-roll prepared subbase surface below concrete paving to identify soft pockets and areas of

excess yielding.

1. Completely proof-roll subbase in one direction and repeat in perpendicular direction. Limit

vehicle speed to 3 mph.

2. Proof-roll with a pneumatic-tired and loaded, 10-wheel, tandem-axle dump truck weighing

not less than 15 tons.

3. Correct subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2

inch according to requirements in Section 312000 "Earth Moving."

C. Proceed with installation only after unsatisfactory conditions have been corrected.

2.10 PREPARATION

A. Remove loose material from compacted subbase surface immediately before placing concrete.

2.11 EDGE FORMS AND SCREED CONSTRUCTION

A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required

lines, grades, and elevations. Install forms to allow continuous progress of work and so forms

can remain in place at least 24 hours after concrete placement.

B. Clean forms after each use and coat with form-release agent to ensure separation from

concrete without damage.

2.12 STEEL REINFORCEMENT INSTALLATION

A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and

supporting reinforcement.

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B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials.

C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during

concrete placement. Maintain minimum cover to reinforcement.

D. Install welded-wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least

one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous

laps in either direction.

E. Zinc-Coated Reinforcement: Use galvanized-steel wire ties to fasten zinc-coated reinforcement.

Repair cut and damaged zinc coatings with zinc repair material.

F. Epoxy-Coated Reinforcement: Use epoxy-coated steel wire ties to fasten epoxy-coated

reinforcement. Repair cut and damaged epoxy coatings with epoxy repair coating according to

ASTM D 3963/D 3963M.

G. Install fabricated bar mats in lengths as long as practicable. Handle units to keep them flat and

free of distortions. Straighten bends, kinks, and other irregularities, or replace units as required

before placement. Set mats for a minimum 2-inch overlap of adjacent mats.

2.13 JOINTS

A. General: Form construction, isolation, and contraction joints and tool edges true to line, with

faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to

centerline unless otherwise indicated.

1. When joining existing paving, place transverse joints to align with previously placed joints

unless otherwise indicated.

B. Construction Joints: Set construction joints at side and end terminations of paving and at

locations where paving operations are stopped for more than one-half hour unless paving

terminates at isolation joints.

1. Continue steel reinforcement across construction joints unless otherwise indicated. Do not

continue reinforcement through sides of paving strips unless otherwise indicated.

2. Provide tie bars at sides of paving strips where indicated.

3. Doweled Joints: Install dowel bars and support assemblies at joints where indicated.

Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one

side of joint.

C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs,

catch basins, manholes, inlets, structures, other fixed objects, and where indicated.

1. Locate expansion joints at intervals of 50 feet unless otherwise indicated.

2. Extend joint fillers full width and depth of joint.

3. Terminate joint filler not less than 1/2 inch or more than 1 inch below finished surface if

joint sealant is indicated.

4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated.

5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or

clip joint-filler sections together.

6. During concrete placement, protect top edge of joint filler with metal, plastic, or other

temporary preformed cap. Remove protective cap after concrete has been placed on both

sides of joint.

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D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as

indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete

thickness, as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each

edge of joint with grooving tool to a 1/4-inch radius. Repeat grooving of contraction joints

after applying surface finishes. Eliminate grooving-tool marks on concrete surfaces.

a. Tolerance: Ensure that grooved joints are within 3 inches either way from centers of

dowels.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof

abrasive or diamond-rimmed blades. Cut 1/8-inch-wide joints into concrete when cutting

action will not tear, abrade, or otherwise damage surface and before developing random

contraction cracks.

a. Tolerance: Ensure that sawed joints are within 3 inches either way from centers of

dowels.

3. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where

indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete

bonding to one side of joint.

E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an

edging tool to a 3/8-inch radius. Repeat tooling of edges after applying surface

finishes. Eliminate edging-tool marks on concrete surfaces.

2.14 CONCRETE PLACEMENT

A. Before placing concrete, inspect and complete formwork installation, steel reinforcement, and

items to be embedded or cast-in.

B. Remove snow, ice, or frost from subbase surface and steel reinforcement before placing

concrete. Do not place concrete on frozen surfaces.

C. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not

place concrete around manholes or other structures until they are at required finish elevation

and alignment.

D. Comply with ACI 301 requirements for measuring, mixing, transporting, and placing concrete.

E. Do not add water to concrete during delivery or at Project site. Do not add water to fresh

concrete after testing.

F. Deposit and spread concrete in a continuous operation between transverse joints. Do not push

or drag concrete into place or use vibrators to move concrete into place.

G. Consolidate concrete according to ACI 301 by mechanical vibrating equipment supplemented

by hand spading, rodding, or tamping.

1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal

vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms. Use only

square-faced shovels for hand spreading and consolidation. Consolidate with care to

prevent dislocating reinforcement dowels joint devices.

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H. Screed paving surface with a straightedge and strike off.

I. Commence initial floating using bull floats or darbies to impart an open-textured and uniform

surface plane before excess moisture or bleedwater appears on the surface. Do not further

disturb concrete surfaces before beginning finishing operations or spreading surface treatments.

J. Curbs and Gutters: Use design mixture for automatic machine placement. Produce curbs and

gutters to required cross section, lines, grades, finish, and jointing.

K. Slip-Form Paving: Use design mixture for automatic machine placement. Produce paving to

required thickness, lines, grades, finish, and jointing.

1. Compact subbase and prepare subgrade of sufficient width to prevent displacement of

slip-form paving machine during operations.

2.15 FLOAT FINISHING

A. General: Do not add water to concrete surfaces during finishing operations.

B. Float Finish: Begin the second floating operation when bleedwater sheen has disappeared and

concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven

floats or by hand floating if area is small or inaccessible to power units. Finish surfaces to true

planes. Cut down high spots and fill low spots. Refloat surface immediately to uniform granular

texture.

1. Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-

finished concrete surface 1/16 to 1/8 inch deep with a stiff-bristled broom, perpendicular to

line of traffic.

2.16 CONCRETE PROTECTION AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot

temperatures.

B. Comply with ACI 306.1 for cold-weather protection.

C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy

conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing

operations. Apply according to manufacturer's written instructions after placing, screeding, and

bull floating or darbying concrete but before float finishing.

D. Begin curing after finishing concrete but not before free water has disappeared from concrete

surface.

E. Curing Methods: Cure concrete by moisture curing, curing compound or a combination of these

as follows:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the

following materials:

a. Water.

b. Continuous water-fog spray.

c. Absorptive cover, water saturated and kept continuously wet. Cover concrete

surfaces and edges with 12-inch lap over adjacent absorptive covers.

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2. Curing Compound: Apply uniformly in continuous operation by power spray or roller

according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall

within three hours after initial application. Maintain continuity of coating, and repair

damage during curing period.

2.17 PAVING TOLERANCES

A. Comply with tolerances in ACI 117 and as follows:

1. Thickness: Plus 3/8 inch, minus 1/4 inch.

2. Surface: Gap below 10-feet-long; unleveled straightedge not to exceed 1/8 inch.

3. Alignment of Tie-Bar End Relative to Line Perpendicular to Paving Edge: 1/2 inch per 12

inches of tie bar.

4. Lateral Alignment and Spacing of Dowels: 1 inch.

5. Vertical Alignment of Dowels: 1/4 inch.

6. Alignment of Dowel-Bar End Relative to Line Perpendicular to Paving Edge: 1/4 inch per

12 inches of dowel.

7. Joint Spacing: 3 inches.

8. Contraction Joint Depth: Plus 1/4 inch, no minus.

9. Joint Width: Plus 1/8 inch, no minus.

2.18 PAVING TOLERANCES IN ACCESSIBLE ROUTES

A. See Section 32 13 15.

2.19 FIELD QUALITY CONTROL

A. Testing Agency: State will engage a qualified testing agency to perform tests and inspections.

B. Testing Services: Testing and inspecting of composite samples of fresh concrete obtained

according to ASTM C 172/C 172M shall be performed according to the following requirements:

1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. or fraction

thereof of each concrete mixture placed each day.

a. When frequency of testing will provide fewer than five compressive-strength tests for

each concrete mixture, testing shall be conducted from at least five randomly

selected batches or from each batch if fewer than five are used.

2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample,

but not less than one test for each day's pour of each concrete mixture. Perform additional

tests when concrete consistency appears to change.

3. Air Content: ASTM C 231/C 231M, pressure method; one test for each composite sample,

but not less than one test for each day's pour of each concrete mixture.

4. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is

40 deg F and below and when it is 80 deg F and above, and one test for each composite

sample.

5. Compression Test Specimens: ASTM C 31/C 31M; cast and laboratory cure one set of

three standard cylinder specimens for each composite sample.

6. Compressive-Strength Tests: ASTM C 39/C 39M; test one specimen at seven days and

two specimens at 28 days.

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a. A compressive-strength test shall be the average compressive strength from two

specimens obtained from same composite sample and tested at 28 days.

C. Strength of each concrete mixture will be satisfactory if average of any three consecutive

compressive-strength tests equals or exceeds specified compressive strength and no

compressive-strength test value falls below specified compressive strength by more than 500

psi.

D. Test results shall be reported in writing to State, concrete manufacturer, and Contractor within

48 hours of testing. Reports of compressive-strength tests shall contain Project identification

name and number, date of concrete placement, name of concrete testing and inspecting

agency, location of concrete batch in Work, design compressive strength at 28 days, concrete

mixture proportions and materials, compressive breaking strength, and type of break for both 7-

and 28-day tests.

E. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when

test results indicate that slump, air entrainment, compressive strengths, or other requirements

have not been met, as directed by State.

F. Concrete paving will be considered defective if it does not pass tests and inspections.

G. Additional testing and inspecting, at Contractor's expense, will be performed to determine

compliance of replaced or additional work with specified requirements.

H. Prepare test and inspection reports.

2.20 REPAIR AND PROTECTION

A. Remove and replace concrete paving that is broken, damaged, or defective or that does not

comply with requirements in this Section. Remove work in complete sections from joint to joint

unless otherwise approved by State.

B. Drill test cores, where directed by State, when necessary to determine magnitude of cracks or

defective areas. Fill drilled core holes in satisfactory paving areas with portland cement concrete

bonded to paving with epoxy adhesive.

C. Protect concrete paving from damage. Exclude traffic from paving for at least 14 days after

placement. When construction traffic is permitted, maintain paving as clean as possible by

removing surface stains and spillage of materials as they occur.

D. Maintain concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep

paving not more than two days before date scheduled for Substantial Completion inspections.

END OF SECTION 32 13 13

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SECTION 32 13 15

CONCRETE PAVING FOR ACCESSIBLE ROUTES

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes Concrete Paving for Accessible Routes. Including the Following:

1. Parking stalls and access isles.

2. Walks.

3. Ramps.

4. Landings.

5. Other concrete paving within the Accessible route.

1.2 DEFINITIONS

A. Accessible Routes: (Designated on drawings as “AR”) A continuous unobstructed path

connecting accessible elements and spaces of an accessible site, building or facility that can be

negotiated by a person with a disability using a wheelchair, and that is also safe for and usable

by persons with other disabilities. Exterior accessible routes include parking access aisles, curb

ramps, crosswalks at vehicular ways, walks, ramps and lifts.

B. CASp: Certified Access Specialist by the California Division of the State Architect.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Meetings: Conduct meeting at concrete placement location(s) prior to every

concrete placement. There shall be a minimum of one meeting on each concrete placement

day.

1. Review methods and procedures related to concrete paving, including but not limited to,

the following:

a. Concrete mixture design.

b. Form work.

c. Tools.

d. Quality control of concrete materials and concrete paving construction practices.

e. Person’s roles and responsibilities.

1.4 ACTION SUBMITTALS

A. As specified in Section 32 13 13 “CONCRETE PAVING.”

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Land Surveyor and Certified Access Specialist (CASp).

B. Field Quality-Control Reports: Stamped as-built survey and a signed CASp report indicating that

the work is compliant with the CBC Chapter 11-B.

1.6 QUALITY ASSURANCE

A. Quality Standard: ACI 301, ACI 306R and as listed in this section and as detailed in the contract

plans.

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B. Testing: See Specification Section 31 20 00 – “General Requirements for Grading and Paving.”

C. The Contractor shall purchase and have on-site at all times two new digital levels able to read

percent grade at a minimal accuracy of 1/10

of a percent. One level shall be 4-feet and the

second shall be 2-feet in length. Both levels shall be calibrated according to manufacturer’s

written requirements prior to each day’s work and if suspected to be out of calibration. Level’s

shall be the property of the State and turned in to the State at the completion of the project.

D. The Contractor shall confirm that the top of all forms are set using grades and slopes as shown

on grading plans and associated details. Contractor shall notify the State of any conflicts in

grading prior to finalizing form work.

E. The Contractor shall verify that all concrete work meets requirements of the contract plans and

specifications. The Contractor shall have a CASp review and certify that the accessible route as

listed in the contract plans is compliant with the CBC accessibility requirement in Chapter 11-B.

This certification shall include a written report signed by the CASp indicating compliance with

the CBC Chapter 11-B. Both the CASp certification and As-Built survey shall be conducted per

the requirements of these specifications or in a manner approved by the State.

PART 2 - PRODUCTS

2.1 CONCRETE, GENERAL

A. See Section 32 13 13 “CONCRETE PAVING.”

2.2 FORMS

A. Steel.

B. New, unused lumber free from warps, cups or twists.

2.3 SCREED

A. Magnesium screed meeting ASTM B107/B107M-07.

B. New, unused lumber free from warps, cups or twists.

2.4 CONCRETE MIXTURE

A. Minimum compressive strength of 4,000 psi (4,500 psi for cold weather concrete) at 28 days.

B. Maximum Coarse-Aggregate Size: ¾”.

C. 4” to 5” slump (4” maximum for cold weather concrete)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine exposed subgrades and subbase surfaces for compliance with requirements for

dimensional, grading, and elevation tolerances.

B. Examine form work and reinforcement steel.

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C. Proceed with installation only after unsatisfactory conditions have been corrected to the States

satisfaction.

3.2 PREPARATION

A. The Contractor shall have a concrete foreman on site during all phases of the concrete

placement that has experience related to concrete work along accessible routes. The foreman

shall familiarize him/herself with the contract plans and specifications and review the layout,

grades and slopes prior to setting up form work. The Contractor shall bring forward all concerns

to the State prior to placing concrete.

B. The Contractor shall designate one or more person(s) to perform continuous check of form work

with digital level throughout the concrete placement.

C. Use only clean, undamaged concrete tools (no loose, broken or missing pieces) and keep tools

clean during the placement operations

3.3 EDGE FORMS AND SCREED CONSTRUCTION

A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required

lines, grades, and elevations. Install forms to allow continuous progress of work and so forms

can remain in place at least 24 hours after concrete placement.

B. Clean forms prior to each use and coat with form-release agent to ensure separation from

concrete without damage.

3.4 JOINTS

A. All joints within the accessible route shall be constructed narrow using 1/8” radius finishing tools.

B. Expansion joints shall be filled flush with the top surface of the concrete.

3.5 FINISHING

A. General: Do not add water to concrete surfaces during finishing operations.

B. All walkways shall be medium broom finish. All finishes within vehicle paved areas shall be a

medium to heavy broom finish with a static coefficient of friction not less than 0.35 meeting

California Test Method 342.

3.6 DETECTABLE WARNING INSTALLATION

A. Cast-in-Place Detectable Warning Tiles: Form blockouts in concrete for installation of tiles

specified in Section 32 17 26 "Tactile Warning Surfacing." Screed surface of concrete where

tiles are to be installed to elevation, so that edges of installed tiles will be flush with surrounding

concrete paving. Embed tiles in fresh concrete to comply with Section 32 17 26 "Tactile Warning

Surfacing" immediately after screeding concrete surface.

3.7 PAVING TOLERANCES

A. The Contractor shall be aware that no tolerances are allowed for compliance with the CBC

Chapter 11-B related to slopes for concrete surfaces on an accessible route. The use of digital

levels direct readings shall be interpreted as the true value and be within the limits as stated in

the CBC. Adjustment for instrument error shall not be allowed when at the limit of CBC

compliance.

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3.8 FIELD QUALITY CONTROL

A. Verification of Contract compliance shall be required at the end of the project and may be

required at any time during construction when the State takes exception to any portion of the

completed work. Verification shall be a two-part process and both parts shall be required to

pass CBC compliance. The following is the process to which all accessible routes shall be

verified:

1. The contractor shall conduct a topographic survey from a California licensed land

surveyor or civil engineer. This survey shall be stamped and signed by the licensed

surveyor or engineer. The topographic survey shall include the use of an electronic total

station instrument. Include point data for all points listed on the grading plan(s) and at all

grade breaks (see Figures 1, 3, 6 and 7). Include point data at both sides of walkway and

at intervals not to exceed 10 feet. When the walkway is wider than 10 feet, include point

data along the centerline of walkway. Include point data within parking stall(s) and access

isle(s) at intervals not to exceed 10 feet as shown in Figure 3.

2. The Contractor shall conduct a flatness check with a CASp. This check shall be

documented in a report and signed by the CASp. A flatness check shall include the use of

a 2-foot and 4-foot digital level. The flatness check shall be conducted as follows:

a. Digital level measuring devices shall be calibrated according to manufacturer’s

written requirements prior to every use, if suspected to be out of calibration and be

capable of measuring to a precision of 0.1 percent.

b. A 2-foot digital level shall be used for cross-slope along walkways and ramps.

Readings shall be taken at a minimum of 10 foot interval along non-ramps, 4 foot

intervals along ramps and where there are noticeable variations on the surface (see

Figure 2 and 6 respectively). Where noticeable variations cause valleys or high-

spots, additional flatness measurements shall be conducted. There shall be no

portion of the work that exceeds the limits required by CBC.

c. A 4-foot digital level shall be used for running slope along non- ramps. Running

slope along non-ramps shall be conducted at 10-foot interval at locations shown in

Figure 1 and at locations where noticeable variations occur. Running slope along

ramps shall be conducted using an overlapping 2-foot level (see Figure 4) at

locations shown in Figure 5 and at locations where noticeable variations occur.

Where noticeable variations occur, additional flatness measurements shall be

conducted. There shall be no portion of the work that exceeds the limits required by

CBC.

d. A 2-foot digital level shall be used for checking slopes within parking stalls, access

aisles/passenger loading zones and landings. Slopes at parking stalls and access

aisles/passenger loading zones shall be conducted at intervals shown in Figure 3

and at locations where noticeable variations occur. Slopes at landings shall be

conducted at intervals shown in Figure 7 and at locations where noticeable

variations occur. There shall be no portion of the work that exceeds the limits

required by CBC.

3. If during either verification, the State finds any portion of work out of compliance, the

contractor shall bear the cost of correcting the work including additional surveys, flatness

checks and compensation for the State’s services and expenses.

3.9 REPAIR

A. Any work found to be out of compliance with the contract plans may be grounds for rejection by

the State. All work found to be out of compliance with the CBC shall be removed to the nearest

joint as approved by the State and be made compliant with the CBC. Saw cut a true line to a

minimum depth of 1-1/2” deep before concrete removal. Do not damage the pavement that is to

remain. Do not use heavy equipment adjacent to the concrete repair until the concrete has had

adequate curing time to achieve adequate strength (3,000 psi minimum).

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B. Patching or grinding of concrete shall not be allowed for correcting non-compliant work.

C. FIGURES

Figure 1. Non-ramp pedestrian path flatness and measurement for running slope.

Figure 2. Non-ramp pedestrian path flatness measurements for cross slope.

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Figure 3. Parking stall access aisles and passenger loading zone flatness and measurements for slope.

Figure 4. Measuring flatness on ramp running slope.

Figure 5. Ramp flatness measurement for running slope.

CONCRETE PAVING FOR ACCESSIBLE ROUTES

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Figure 6. Ramp flatness measurement for cross slope.

Figure 7. Landing flatness measurement for slope.

END OF SECTION 32 13 15

CONCRETE PAVING JOINT SEALANTS

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SECTION 32 13 73

CONCRETE PAVING JOINT SEALANTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Cold-applied joint sealants.

2. Hot-applied joint sealants.

3. Cold-applied, fuel-resistant joint sealants.

4. Hot-applied, fuel-resistant joint sealants.

5. Joint-sealant backer materials.

6. Primers.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples for Verification: For each kind and color of joint sealant required, provide Samples with

joint sealants in 1/2-inch- (13-mm-) wide joints formed between two 6-inch- (150-mm-) long

strips of material matching the appearance of exposed surfaces adjacent to joint sealants.

C. Paving-Joint-Sealant Schedule: Include the following information:

1. Joint-sealant application, joint location, and designation.

2. Joint-sealant manufacturer and product name.

3. Joint-sealant formulation.

4. Joint-sealant color.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For Installer.

B. Product Certificates: For each type of joint sealant and accessory.

1.4 QUALITY ASSURANCE

A. Installer Qualifications: An entity that employs installers and supervisors who are trained and

approved by manufacturer.

B. Product Testing: Test joint sealants using a qualified testing agency.

1.5 FIELD CONDITIONS

A. Do not proceed with installation of joint sealants under the following conditions:

CONCRETE PAVING JOINT SEALANTS

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1. When ambient and substrate temperature conditions are outside limits permitted by joint-

sealant manufacturer or are below 40 deg F (5 deg C).

2. When joint substrates are wet.

3. Where joint widths are less than those allowed by joint-sealant manufacturer for

applications indicated.

4. Where contaminants capable of interfering with adhesion have not yet been removed from

joint substrates.

PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. Compatibility: Provide joint sealants, backing materials, and other related materials that are

compatible with one another and with joint substrates under conditions of service and

application, as demonstrated by joint-sealant manufacturer, based on testing and field

experience.

2.2 COLD-APPLIED, FUEL-RESISTANT JOINT SEALANTS

A. Fuel-Resistant, Single-Component, Pourable, Modified-Urethane, Elastomeric Joint Sealant:

ASTM C 920, Type S, Grade P, Class 25, for Use T.

B. Fuel-Resistant, Multicomponent, Pourable, Modified-Urethane, Elastomeric Joint Sealant:

ASTM C 920, Type M, Grade P, Class 12-1/2 or 25, for Use T.

2.3 HOT-APPLIED, FUEL-RESISTANT JOINT SEALANTS

A. Hot-Applied, Fuel-Resistant, Single-Component Joint Sealants: ASTM D 7116, Type I or

Type II.

B. Hot-Applied, Fuel-Resistant, Single-Component Joint Sealants: ASTM D 7116, Type III.

2.4 JOINT-SEALANT BACKER MATERIALS

A. Joint-Sealant Backer Materials: Nonstaining; compatible with joint substrates, sealants, primers,

and other joint fillers; and approved for applications indicated by joint-sealant manufacturer,

based on field experience and laboratory testing.

B. Round Backer Rods for Cold- and Hot-Applied Joint Sealants: ASTM D 5249, Type 1, of

diameter and density required to control sealant depth and prevent bottom-side adhesion of

sealant.

C. Round Backer Rods for Cold-Applied Joint Sealants: ASTM D 5249, Type 3, of diameter and

density required to control joint-sealant depth and prevent bottom-side adhesion of sealant.

D. Backer Strips for Cold- and Hot-Applied Joint Sealants: ASTM D 5249; Type 2; of thickness and

width required to control joint-sealant depth, prevent bottom-side adhesion of sealant, and fill

remainder of joint opening under sealant.

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2.5 PRIMERS

A. Primers: Product recommended by joint-sealant manufacturer where required for adhesion of

sealant to joint substrates indicated.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine joints to receive joint sealants, with Installer present, for compliance with requirements

for joint configuration, installation tolerances, and other conditions affecting joint-sealant

performance.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Surface Cleaning of Joints: Before installing joint sealants, clean out joints immediately to

comply with joint-sealant manufacturer's written instructions.

1. Remove all foreign material from joint substrates that could interfere with adhesion of joint

sealant, including dust, old joint sealants, oil, grease, waterproofing, water repellents,

water, surface dirt, and frost.

B. Joint Priming: Prime joint substrates where indicated or where recommended in writing by joint-

sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior

experience. Apply primer to comply with joint-sealant manufacturer's written instructions.

Confine primers to areas of joint-sealant bond; do not allow spillage or migration onto adjoining

surfaces.

3.3 INSTALLATION OF JOINT SEALANTS

A. Comply with joint-sealant manufacturer's written installation instructions for products and

applications indicated unless more stringent requirements apply.

B. Joint-Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of

joint sealants as applicable to materials, applications, and conditions.

C. Install joint-sealant backings to support joint sealants during application and at position required

to produce cross-sectional shapes and depths of installed sealants relative to joint widths that

allow optimum sealant movement capability.

1. Do not leave gaps between ends of joint-sealant backings.

2. Do not stretch, twist, puncture, or tear joint-sealant backings.

3. Remove absorbent joint-sealant backings that have become wet before sealant

application and replace them with dry materials.

D. Install joint sealants immediately following backing installation, using proven techniques that

comply with the following:

1. Place joint sealants so they fully contact joint substrates.

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2. Completely fill recesses in each joint configuration.

3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow

optimum sealant movement capability.

E. Tooling of Nonsag Joint Sealants: Immediately after joint-sealant application and before

skinning or curing begins, tool sealants according to the following requirements to form smooth,

uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and

adhesion of sealant with sides of joint:

1. Remove excess joint sealant from surfaces adjacent to joints.

2. Use tooling agents that are approved in writing by joint-sealant manufacturer and that do

not discolor sealants or adjacent surfaces.

F. Provide joint configuration to comply with joint-sealant manufacturer's written instructions unless

otherwise indicated.

3.4 CLEANING AND PROTECTION

A. Clean off excess joint sealant as the Work progresses, by methods and with cleaning materials

approved in writing by joint-sealant manufacturers.

B. Protect joint sealants, during and after curing period, from contact with contaminating

substances and from damage resulting from construction operations or other causes so

sealants are without deterioration or damage at time of Substantial Completion. If, despite such

protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint

sealants immediately and replace with joint sealant so installations in repaired areas are

indistinguishable from the original work.

3.5 PAVING-JOINT-SEALANT SCHEDULE

A. Joint-Sealant Application: Joints within concrete paving.

1. Joint Location:

a. Expansion and isolation joints in concrete paving.

b. Contraction joints in concrete paving.

c. Other joints as indicated.

2. Joint Sealant: Single-component, nonsag, silicone joint sealant.

3. Joint-Sealant Color: Manufacturer's standard.

B. Joint-Sealant Application: Joints within concrete paving and between concrete and asphalt

paving.

1. Joint Location:

a. Joints between concrete and asphalt paving.

b. Joints between concrete curbs and asphalt paving.

c. Other joints as indicated.

2. Joint Sealant: Hot-applied, single-component joint sealant.

3. Joint-Sealant Color: Manufacturer's standard.

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C. Joint-Sealant Application: Fuel-resistant joints within concrete paving.

1. Joint Location:

a. Expansion and isolation joints in concrete paving.

b. Contraction joints in concrete paving.

c. Other joints as indicated.

2. Joint Sealant: Fuel-resistant, single-component, pourable, modified-urethane, elastomeric

joint sealant.

3. Joint-Sealant Color: Manufacturer's standard.

END OF SECTION 32 13 73

PARKING BUMPERS

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SECTION 32 17 13

PARKING BUMPERS

1.1 SUMMARY

A. Section includes wheel stops.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Sustainable Design Submittals.

C. Samples for Initial Selection: For each type of exposed finish requiring color selection.

PART 2 - PRODUCTS

2.1 PARKING BUMPERS

A. Concrete Wheel Stops: Precast, steel-reinforced, air-entrained concrete, 4000-psi (27.6-MPa)

minimum compressive strength, 7-1/2 inches wide, 4 to 4-1/2 inches tall, 72 inches long.

Provide chamfered corners, transverse drainage slots on underside, and a minimum of two

factory-formed or -drilled vertical holes through wheel stop for anchoring to substrate.

1. Surface Appearance: Free of pockets, sand streaks, honeycombs, and other obvious

defects. Corners shall be uniform, straight, and sharp.

2. Mounting Hardware: Galvanized-steel hardware as standard with wheel-stop

manufacturer.

3. Alternate mounting method: Epoxy resin adhesive for concrete to concrete: Section 95-

2.02 Epoxy of State of California Department of Transportation Standard Specifications for

epoxy resin adhesive for concrete to concrete.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that pavement is in suitable condition to begin installation according to manufacturer's

written instructions.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Install wheel stops according to manufacturer's written instructions unless otherwise

indicated.

B. Install wheel stops in bed of adhesive before anchoring.

PARKING BUMPERS

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C. Securely anchor wheel stops to pavement with hardware in each preformed vertical hole in

wheel stop as recommended in writing by manufacturer. Recess head of hardware beneath top

of wheel stop.

END OF SECTION 32 17 13

SIGNAGE AND PAVEMENT MARKINGS

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SECTION 32 17 23

SIGNAGE AND PAVEMENT MARKINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Post and panel signs.

2. Pavement-marking paint.

1.2 QUALITY ASSURANCE

A. Pavement-marking materials shall conform to the State of California, Department of

Transportation (Caltrans) Standard Specifications Sections 84.

B. Signs shall comply with the Americans with Disabilities Act, and California Code of Regulations

(CCR) Title 24, Part 2.

1.3 SUBMITTALS

A. Product Data: For each type of product indicated. Include technical data and tested physical

and performance properties.

B. Submit Certificate of Compliance from traffic paint manufacturer. The certificate shall certify that

the paint complies with the specifications and that paint manufactured to the same formulation

and process has previously passed State testing. A list of manufacturers that have produced

paint meeting State specifications is available from Caltrans Transportation Laboratory.

1.4 PROJECT CONDITIONS

A. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a

minimum ambient or surface temperature of 50° F for water-based materials, and not exceeding

95° F. Painting shall not be performed when freshly painted surfaces may become damaged by

rain, fog, or condensation; nor when it can be anticipated that the atmospheric temperature will

drop below the aforementioned 50° F temperatures during the drying period.

PART 2 - PRODUCTS

2.1 CONCRETE

A. Concrete: As specified in Division 32 Section “General Requirements for Grading and Paving”.

2.2 POSTS

A. General: Fabricate posts to lengths required for mounting method indicated.

1. Direct-Burial Method: Provide posts 36 inches longer than height of sign to permit direct

embedment in concrete foundations.

B. Steel Posts: Standard weight, welded or seamless steel pipe conforming to ASTM A 53, with a

minimum yield strength of 35,000 psi. Include post caps, fillers, spacers, and related

accessories required for complete installation. Hot-dip galvanize post assemblies after

fabrication to comply with ASTM A 123.

SIGNAGE AND PAVEMENT MARKINGS

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1. Post Size: 1-1/2 inches minimum nominal diameter.

2.3 PANEL SIGNS

A. Sign Panels as per Section 10 14 23 “PANEL SIGNAGE.”

2.4 TRAFFIC PAINT

A. Water-Borne Paint System: Water-borne traffic line paint shall be factory mixed, non-bleeding,

and shall meet the following requirements:

1. White, Yellow and Black: Caltrans State Specification No. PTWB-01; Bauer; Norris;

Pervo; Sherwin Williams; or equal.

2. Blue Traffic Paint: Federal Specification No. TT-P-1952D; Kelly-Moore 1450 Mark Right;

Dunn-Edwards "Vin-L-Stripe" (W 801); or equal.

PART 3 - EXECUTION

3.1 PREPARATION

A. Sweep and clean surfaces with power broom supplemented by hand brooms to eliminate loose

material and dirt.

B. Do not apply pavement-marking paint until layout, colors, and placement have been verified with

the State.

3.2 POST AND PANEL SIGNS INSTALLATION

A. General: Install signs in locations indicated on the plans and as required by California Code of

Regulations (CCR) Title 24, Part 2.

B. Excavation: Excavate for sign foundation to elevations and dimensions indicated. Reconstruct

subgrade that is not firm, undisturbed, or compacted soil, or that is damaged by freezing

temperatures, frost, rain, accumulated water, or construction activities by excavating a further

12 inches, backfilling with satisfactory soil, and compacting to original subgrade elevation.

1. Excavate hole depths approximately 39 inches below finished grade. Hole diameter shall

be minimum 12 inches.

C. Backfill: Backfill material shall be concrete.

D. Sign Panels: Attach panels to posts with compatible fastening hardware of the types and sizes

shown on the Plans.

SIGNAGE AND PAVEMENT MARKINGS

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3.3 PAVEMENT MARKING

A. Allow paving to age for 30 days before starting pavement marking.

B. Stencils and hand spray equipment shall be used to paint pavement markings. Paint arrows

and other traffic symbols using standard Caltrans stencils. Paint letters and numbers with

stencils of size indicated. Stencils shall conform to the dimensions shown on the plans.

C. Pavement markings shall be applied only on dry surfaces and only during periods of favorable

weather.

D. On new surfacing, pavement markings stripes shall be applied in 2 coats. The first coat of paint

shall be dry before application of the second coat. Paint to be applied in 2 coats shall be

applied at an approximate rate of one gallon per 215 square feet for each coat of paint.

E. On existing surfacing, pavement markings shall be applied in 2 coats. The first coat of paint

shall be dry before application of the second coat. Paint to be applied in 2 coats shall be

applied at an approximate rate of one gallon per 215 square feet.

F. Finish coat shall be free from light spots, discoloration, bleeding, or curling. Allow drying as

recommended by the paint manufacturer. Provide heating equipment where recommended by

the paint manufacturer.

END OF SECTION 32 17 23

TACTILE WARNING SURFACE

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SECTION 32 17 26

TACTILE WARNING SURFACING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Cast-in-place detectable warning tiles.

2. Surface-applied detectable warning tiles.

3. Detectable warning mats.

4. Detectable warning unit pavers.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Samples for Initial Selection: For each type of exposed finish requiring color selection.

C. Samples for Verification: For each type of tactile warning surface, in manufacturer's standard

sizes unless otherwise indicated, showing edge condition, truncated-dome pattern, texture,

color, and cross section; with fasteners and anchors.

1.3 CLOSEOUT SUBMITTALS

A. Maintenance Data: For tactile warning surfacing, to include in maintenance manuals.

1.4 QUALITY ASSURANCE

A. Mockups: Build mockups to verify selections made under Sample submittals, to demonstrate

aesthetic effects, and to set quality standards for materials and execution.

1. Subject to compliance with requirements, approved mockups may become part of the

completed Work if undisturbed at time of Substantial Completion.

1.5 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.6 PROJECT CONDITIONS

A. Cold-Weather Protection: Do not use frozen materials or materials mixed or coated with ice or

frost. Do not build on frozen subgrade or setting beds. Remove and replace unit paver work

damaged by frost or freezing.

TACTILE WARNING SURFACE

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B. Weather Limitations for Adhesive Application:

1. Apply adhesive only when ambient temperature is above 50 deg F and when temperature

has not been below 35 deg F for 12 hours immediately before application. Do not apply

when substrate is wet or contains excess moisture.

C. Weather Limitations for Mortar and Grout:

1. Cold-Weather Requirements: Comply with cold-weather construction requirements

contained in ACI 530.1/ASCE 6/TMS 602.

2. Hot-Weather Requirements: Comply with hot-weather construction requirements

contained in ACI 530.1/ASCE 6/TMS 602. Provide artificial shade and windbreaks, and

use cooled materials as required. Do not apply mortar to substrates with temperatures of

100 deg F and higher.

a. When ambient temperature exceeds 100 deg F, or when wind velocity exceeds 8

mph and ambient temperature exceeds 90 deg F, set unit pavers within 1 minute of

spreading setting-bed mortar.

1.7 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of tactile warning

surfaces that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Deterioration of finishes beyond normal weathering and wear.

b. Separation or delamination of materials and components.

2. Warranty Period: Five years from date of Completion.

PART 2 - PRODUCTS

2.1 TACTILE WARNING SURFACING, GENERAL

A. Accessibility Requirements: Comply with applicable provisions in 2016 CBC for tactile warning

surfaces.

1. For tactile warning surfaces composed of multiple units, provide units that when installed

provide consistent side-to-side and end-to-end dome spacing that complies with

requirements.

B. Source Limitations: Obtain each type of tactile warning surfacing, joint material , setting material

, anchor , and fastener from single source with resources to provide materials and products of

consistent quality in appearance and physical properties.

2.2 DETECTABLE WARNING MATS

A. Surface-Applied Detectable Warning Mats: Accessible truncated-dome detectable warning

resilient mats, UV resistant, manufactured for adhering to existing concrete walkway surfaces,

with slip-resistant surface treatment on domes, field of mat, and beveled outside edges.

TACTILE WARNING SURFACE

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1. Material: Modified rubber compound, UV resistant.

2. Color: Yellow approximate to FS33538 of Federal Standard 595C. CBC Section 11B-

705.1.1.3.1.

3. Shapes and Sizes:

a. Rectangular panel, as indicated.

4. Dome Spacing and Configuration: Manufacturer's standard compliant spacing, in

manufacturer's standard pattern.

5. Mounting: Adhered to pavement surface with adhesive and fastened with fasteners.

2.3 ACCESSORIES

A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of tactile

warning surfaces, noncorrosive and compatible with each material joined, and complying with

the following:

1. Furnish Type 304 stainless-steel fasteners for exterior use.

2. Fastener Heads: For nonstructural connections, use flathead or oval countersunk screws

and bolts with tamper-resistant heads, colored to match tile.

B. Adhesive: As recommended by manufacturer for adhering tactile warning surfacing unit to

pavement.

C. Sealant: As recommended by manufacturer for sealing perimeter of tactile warning surfacing

unit.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that pavement is in suitable condition to begin installation according to manufacturer's

written instructions. Verify that installation of tactile warning surfacing will comply with

accessibility requirements upon completion.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION OF TACTILE WARNING SURFACING

A. General: Prepare substrate and install tactile warning surfacing according to manufacturer's

written instructions unless otherwise indicated.

B. Place tactile warning surfacing units in dimensions and orientation indicated. Comply with

location requirements of AASHTO MP 12.

3.3 INSTALLATION OF DETECTABLE WARNING MATS

A. Lay out detectable warning mats as indicated and mark concrete pavement at edges of mats.

B. Prepare existing paving surface by grinding and cleaning as recommended by manufacturer.

TACTILE WARNING SURFACE

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C. Apply adhesive to back of mat in amounts and pattern recommended by manufacturer, and set

mat in place. Firmly seat mat in adhesive bed, eliminating air pockets and establishing full

adhesion to pavement. If necessary, temporarily apply weight to mat to ensure full contact with

adhesive.

D. Install anchor devices through face of mat and into pavement using anchors located as

recommended by manufacturer. Set heads of anchors flush with mat surface.

E. Mask mat perimeter and adjacent concrete, and apply sealant in continuous bead around

perimeter of mat.

F. Remove masking, adhesive, excess sealant, and soil from exposed surfaces of detectable

warning mat and surrounding concrete pavement using cleaning agents recommended in

writing by manufacturer.

G. Protect installed mat from traffic until adhesive has set.

3.4 CLEANING AND PROTECTION

A. Remove and replace tactile warning surfacing that is broken or damaged or does not comply

with requirements in this Section. Remove in complete sections from joint to joint unless

otherwise approved by Architect. Replace using tactile warning surfacing installation methods

acceptable to Architect.

B. Protect tactile warning surfacing from damage and maintain free of stains, discoloration, dirt,

and other foreign material.

END OF SECTION 32 17 26

SLIDE GATE OPERATOR AND GATE

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SECTION 32 31 11

SLIDE GATE OPERATOR AND GATE

PART 1 - GENERAL

1.01 SECTION INCLUDES:

A. The work in this section shall include furnishing all labor, materials, equipment and

appliances necessary to complete all slide gate operator system required for this

project in strict accordance with this specification section and drawings. The gate

and operator shall be specifically designed to complement each other as a system

and be provided by a single manufacturer.

1.02 REFERENCES:

A. Underwriters Laboratory Gate Operator Requirements (UL 325).

B. ASTM F 2200-05 – Standard Specification for Automated Vehicular Gate

Construction.

C. ASTM F 1184-05 Standard Specification for Industrial and Commercial Horizontal

Slide Gates, Type II, Class 2.

D. American Welding Society AWS D1.2 Structural Welding Code.

E. ASTM B 117-07 Standard Specification for Salt Spray Testing.

F. ASTM A 123 Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron

and Steel.

1.03 SUBMITTAL:

A. Product Data:

1. Provide manufacturer’s catalog cuts with printed specifications and installation

instructions.

2. Deliver two copies of operation and maintenance data covering the installed

products. Manual to include parts list showing manufacturer’s names and part

numbers for the gate operator.

B. Shop Drawings:

1. Supply shop drawings showing the relationship of operating systems with gate

components, including details of all major components.

2. Include complete details of gate construction, gate height and post spacing

dimensions.

C. Certification of Performance Criteria:

1. Manufacturer of gate system shall provide certification stating the gate system

includes the following material components that provide superior performance and

longevity.

a. Gate track system shall be keyed to interlock into gate frame member. When

interlocked with and welded to the "keyed" frame top member, gate track

forms a composite structure.

b. Gate shall have a minimum counterbalance length of 50%. If gate is ever to be

automated, counterbalance section shall be filled with fabric or other specified

material.

SLIDE GATE OPERATOR AND GATE

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c. Vertical members shall be spaced at intervals less than the gate frame height

and each vertical member, including pickets, shall be welded in place.

d. Entire gate frame (including counterbalance section) shall include 2 adjustable

stainless steel cables per bay to allow complete gate frame adjustment.

e. Gate truck assemblies shall be tested for continuous duty and shall have

plated steel bearings meeting ASTM B 117-07 salt spray test with no red rust

after 790 hours. Bearings shall be specifically designed for roller applications

with full compliment ball bearings, shock resistant outer races, and captured

seals.

f. Gate truck assemblies shall be supported by a minimum 5/8” plated steel bolt

with self aligning capability, rated to support a 2,000 # reaction load.

g. Hanger brackets shall be hot dipped galvanized steel with a minimum 3/8”

thickness that is also gusseted for additional strength.

h. Gate top track and supporting hangar bracket assemblies shall be certified by

a licensed professional engineer to withstand a 2,000 lb. vertical reaction load

without exceeding allowable stresses.

D. Certifications:

1. The Structural Cantilever Slide Gate system must be cycle-tested and certified

per section 2.01 C.

2. Gate in compliance with ASTM F 2200-05, Standard Specification for Automated

Vehicular Gate Construction per section 2.01 E.

3. Gate operator shall be in compliance with UL 325 as evidenced by UL listing label

attached to gate operator.

4. Manufacturer shall supply gate design performance certification as per section

1.03 C.

PART 2 - PRODUCTS

2.01 CANTILEVER SLIDE GATE SYSTEM MANUFACTURERS:

A. The cantilever sliding gate system shall be manufactured by:

1. Tymetal Corp,

2. Sentex Systems,

3. or approved equal.

B. The following specifications are based on the Tymetal TYM-VS gate operator.

C. Cantilever Slide Gate and Operator System manufacturer shall submit test results

stating that the gate panel and operator have been tested as a system for 200,000

cycles.

D. Gate manufacturer shall provide independent certification as to the use of a

documented Welding Procedure Specification and Procedure Qualification Record to

insure conformance to the AWS D1.2 welding code. Upon request, Individual

Certificates of Welder Qualification documenting successful completion of the

requirements of the AWS D1.2 code shall also be provided. See 1.02 D.

E. Gate manufacturer shall certify gate is manufactured in compliance with

ASTM F 2200-05, Standard Specification for Automated Vehicular Gate Construction

and the operators are UL 325 listed. See 1.03 D.2 and 1.03 D.3.

SLIDE GATE OPERATOR AND GATE

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2.02 SYSTEM DIMENSIONS:

A. Fortress Structural Cantilever Slide Gate System dimensions shall be as shown on

the detail drawings.

2.03 SYSTEM FUNCTION:

A. Operation:

1. System shall be designed so that gate movement from the closed position is

impossible except by electric or mechanical means.

B. Variable Speed-Rate of Travel:

1. The gate operator shall have the ability to achieve a maximum gate speed of 2.2

feet per second, and shall be equipped with soft-start and soft-stop function to

prevent shock load to the gate panel and operator.

2.04 Standard Mechanical Componenets shall include as a minimum:

A. Motor Size:

1. The electrical motor shall be 1 HP 208 VAC, Single Phase produced by a

nationally recognized manufacturer.

B. AC Drive:

1. The variable frequency drive unit shall allow for programmable speeds and

programmable soft-start and soft-stop features.

C. Overload Protection:

1. Motor shall be protected against overload by either a thermal or a current sensing

overload device.

D. Gear (Box) Reducer:

1. The self-enclosed gear-head gearbox shall be manufactured as a single unit, and

shall consist of a hardened steel, machine cut worm and mating bronze gear

running in oil bath. Oil shall be a #634 specialty oil with a fluid pour point of –44

degrees F. The gearbox shall perform the following functions:

a. Adjustable Clutching Device.

b. Manual disconnect by crank handle.

E. Gear Box Heater

1. Operator shall include internal gearbox heater and a heater strip for the control

box.

F. Drive – Chain:

1. A #50 roller chain shall be utilized. All chain brackets and required attachment

hardware shall be supplied.

G. Manual Operation:

1. A crank handle, located at ground level in the motor box, shall provide a two-step

emergency procedure for manual operation:

a. Unlock and open motor-box door.

b. Fold out handle and crank gate opened or closed.

H. Limits:

SLIDE GATE OPERATOR AND GATE

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1. The operator shall be equipped with an integral limit system, providing accurate

settings to control the open and close positions of the gate, and shall not be

affected by manual operation or motor removal.

I. Control Circuit:

1. U.L. listed operator shall have 5vdc controls.

J. Control wiring:

1. The electrical contractor shall supply all exterior control wiring.

K. Audio Alarm:

1. This alarm shall have a dual function.

a. The first function shall be as a warning prior to gate movement. When the

motor control board recognizes a command, this alarm shall be activated three

(3) seconds before the motor is energized and the gate begins to move. This

shall be continuously activated while the gate is in motion.

b. For UL Class III operation only, the audio alarm shall be an entrapment

notification alarm. This alarm shall sound as a result of a second activation of

the external primary entrapment prevention device before an end limit (open or

close) is reached. The pulsing rate of the alarm in the entrapment notification

mode shall be faster than the pulsing rate when in the warning mode prior to

gate movement.

L. Main Power Disconnect Switch and Wiring Compartment:

1. When this switch is in the OFF position, the main power shall be disconnected

from the Variable Speed Drive, Motor Control Board and power transformer(s).

M. Speed:

1. The gate operator speed shall be fully programmable allowing a maximum speed

of 2.2 feet per second.

N. Transformer:

1. Operators shall have an isolated low voltage (24V) secondary circuit supplied by

a Class II transformer (minimum of 40va) to provide separate power for external

control devices (not including external gate lock).

O. Auto Close Timer:

1. The timer provides an automatic closure of the gate from the full open position,

adjustable from 2 to 60 seconds.

2.05 MOTOR HOUSING:

A. Water Resistant Motor Box:

1. The motor box shall be constructed of 10-gauge sheet steel, hot-dip galvanized

per ASTM A 123, gasketed and located at ground level for easy maintenance.

B. Security Hinges and Tamper Resistant Security Screws:

1. Security hinges and screws shall be furnished to secure operator enclosure

components.

C. Motor Box Lock:

1. Motor box shall be locked with a detention grade dead bolt. Three (3) paracentric

keys shall be provided per key code.

SLIDE GATE OPERATOR AND GATE

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2.06 GATE PANEL:

A. Gate panel shall be Ameristar Impasse or approved.

2.07 WARRANTY:

A. The cantilever slide gate and operator system shall be warranted by the

manufacturer against manufacturing defects for a period of (3) three years from date

of project acceptance by the State. The truck assembly shall be warranted against

manufacturing defects by the manufacturer for a period of (5) five years from date of

project acceptance by the State.

B. Guarantee all work for a minimum of one year against defects in materials,

workmanship, and installation.

2.08 CONTROLS:

A. UL listed Class III or IV operator:

1. Momentary contact control with non-contact sensor and alarm. Non-contact

sensors shall provide external primary entrapment protection system and must be

installed for both close and open gate directions. When this equipment is

installed, momentary contact on the pushbutton control will start or stop gate

movement. The secondary entrapment device shall be the inherent audio alarm.

The built-in auto-close timer may be used to automatically close the gate from a

full open position after a user set time (from 2-60 seconds).

B. For Class III or IV operation with Momentary Contact Control - Two Albano IR-55

Photo-beams are to be provided with the operator as devices to provide primary

entrapment protection under the UL 325 guidelines. The provision of the above

photo-beams does not alleviate the installing contractor from the responsibility of

identifying and providing protection from safety hazards (entrapment zones) under

UL 325 standards for Class III or IV installations. The secondary entrapment

protection device provided shall be the inherent audio alarm.

C. The installing contractor shall be responsible to ensure that appropriate external

primary entrapment safety devices be installed for the specific site conditions to

protect against all potential entrapment zones. Proper operation of these safety

devices shall be verified and training as to the operation and maintenance of these

devices for the users and owners shall be documented.

2.09 CONTROLS FOR ELECTRICALLY OPERATED CANTILEVER SLIDING GATES

(UL Class III or IV):

A. Select and specify access control devices for this specification section. Operator

compatible with most industry accessories.

1. Vehicle Deterctors, and keypad with intercom.

2.10 SAFETY DEVICES: Sensitive gate edge.

PART 3 - EXECUTION

3.01 SITE INSPECTION:

A. Final grades and installation conditions shall be examined. Installation shall not

begin until all unsatisfactory conditions are corrected.

SLIDE GATE OPERATOR AND GATE

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3.02 INSTALLATION:

A. Equipment in this section shall be installed in strict accordance with the company’s

printed instructions unless otherwise shown on the contract drawings.

B. The gate and installation shall conform to ASTM F 1184-05 standards for aluminum

cantilever slide gates, Type II, Class 2. See 1.02 C.

C. The gate system is to comply with ASTM F 2200-05 and UL 325. See 1.02 B and

1.02 A.

3.03 SYSTEM TEST:

A. The complete system shall be adjusted to assure it is performing properly.

B. The system shall be operated for a sufficient period of time to determine that the

system is in proper working order.

C. Test and Explain Safety Features:

1. Each system feature and device is a separate component of the gate system.

2. Read and follow all instructions for each component.

3. Ensure that all instructions for mechanical components, safety devices and the

gate operator are available for everyone who will be using the gate system.

4. The warning signs shipped with the gate operator must be installed in prominent

position on both sides of the gate.

D. Ensure the owner is clear with regard to the safety points concerning the basic

operational guidelines of the safety features of the gate operator system. These

safety points are listed in the operator manual and must be read prior to system use.

3.04 GATE OPERATION TRAINING AND MANUALS:

A. The gate operator shall include an, on-site training seminar provided by the gate

operator manufacturer or installer. The Contractor shall supply the State with a

training seminar certificate along with the gate operation manuals.

END OF SECTION 32 31 11

GUARD POSTS

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SECTION 32 71 13

GUARD POSTS

PART 1 - GENERAL

1.1 SUMMARY

A. Constructing guard posts.

PART 2 - PRODUCTS

2.1 GENERAL

A. Posts, installation, and related work, shall conform to requirements of Caltrans Maintenance

and Traffic Manuals Standard Specifications, except as specified hereunder.

2.2 POSTS

A. Guard Posts.

1. Use 6-inch diameter steel pipe, Schedule 40. Grind off burrs and sharp edges at top;

galvanized 1.2 ounce per square foot minimum after fabrication; paint yellow after

installation.

2. Aggregate Grout: One part Portland cement, 2 parts maximum sand and 2 parts

maximum No. 4 concrete aggregate, by volume. Add only a quantity of water to produce

a mixture sufficiently workable for the purpose intended.

2.3 GALVANIZING

A. Use galvanized pipe or hot-dip galvanize pipe after fabrication. Miscellaneous steel items shall

be hot dip galvanized after fabrication, per ASTM A123. Fabrication includes shearing,

punching, bending, forming, or welding. Fabricate units complete or in largest practical sections

before galvanizing.

B. Clean welded and damaged galvanized surfaces. Remove weld spatter, burns, char, smoke,

flux, oil, grease and other deleterious matter.

C. Repair exposed galvanized finish work with hot process field galvanizing (Re-Galv, Galvalloy,

Galvweldalloy, or equal) per manufacturer's published directions.

GUARD POSTS

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PART 3 - EXECUTION

3.1 PERMANENT POSTS

A. Securely set posts to proper depth and height in required diameter concrete footings. Center

posts in footings. Crown tops of concrete footings. Fill guard posts and barrier posts with

aggregate grout to flush with top.

3.2 PAINTING AND PAINT MATERIALS

A. General: Provide paint materials bearing manufacturer's identification as standard best grade

product of regular line. Paints shall be durable and washable without showing discoloration,

staining or other damage. Clean, prime and paint galvanized metal installed guard posts.

B. Cleaning: Galvanized surfaces not previously steam cleaned shall first be cleaned with mineral

spirit solvent sufficiently to remove any oil, grease or other materials deleterious to the

galvanized coating.

C. Preparation: Treat galvanized surfaces before priming with one application of pre-treatment,

vinyl wash primer to a uniform wet film on the surface. Primer pretreatment formula 117 for

metals, MIL-P-15328B.

D. Prime Coat: Prime with Zinc Dust Zinc Oxide Primer. Apply second coat as soon as possible

after priming to provide for proper bonding to primer coat. If primed surfaces become dirty or

damaged during installation, clean and re-prime as necessary to insure bonding of subsequent

paint coatings.

E. Finish Painting: After post installations paint 2 coats of Synthetic Industrial Enamel over primer,

yellow color.

END OF SECTION 37 71 13