STATE OF CALIFORNIA Gavin C. Newsom, Governor

MILITARY DEPARTMENT

OFFICE OF THE ADJUTANT GENERAL

10601 Bear Hollow Drive Rancho Cordova, California 95670

SCOPE OF WORK

YP STARBASE HVAC FENCING AND SIDEWALK

8400 OKINAWA ST. SACRAMENTO, CA 95828

DATE: 01 SEPTEMBER 2026

1. PROJECT BACKGROUND & LOCATION

Installation: STARBASE is a Department of Defense funded program that aims to encourage and inspire 5th grade students in STEM (Science, Technology, Engineering, and Math) fields. This is five-day experience where we really get our hands-on, minds-on exploration from a range of topics such as motion & force, energy, emerging technology, engineering design process, and more.

Site Location: 8400 Okinawa St. Sacramento, CA 95828.

2. GENERAL SCOPE OF WORK

2.1 HVAC Security Enclosure

● Fencing: HVAC security enclosure requires the installation of a three-sided wire enclosure against an existing straight wall. The enclosure will be approximately 45 liner feet (LF) in total length and 8 feet in height, utilizing wire panels to secure the HVAC unit.

● Access: Install two (2) access gates as indicated in the project drawing A-1.

● Bollard: The contractor shall furnish and install one (1) steel bollard at the locations indicated on the project plans. All work shall be performed in accordance with the following specifications:

* Bollard Specifications: Bollard shall be 4-inch diameter, Schedule 40 steel pipe, hot-dip galvanized (HDG) for corrosion resistance.

* Structural Requirements: Bollard shall be filled completely with concrete to provide required structural integrity.

* Cap and Finish: The top of the bollard shall be finished with a smooth, domed concrete cap. Following installation, the exterior of the steel bollard shall be painted with high-visibility "Safety Yellow" industrial-grade coating.

* Installation: Bollard shall be installed plumb and level, adjacent to existing flatwork or grade as indicated on the drawings A1 and A2, detail 1.

* Coordination: The contractor is responsible for verifying all bollard locations per the project plans. Any discrepancies or requests for additional locations must be coordinated with and approved by the Contracting Officer’s Representative (COR) or Project Manager (PM) prior to installation.

● Concrete Infill for Panel Leveling: The contractor shall provide and install two (2) 12-inch-wide concrete infill strips as required to ensure the specified equipment panel sits flush and level with the adjacent sidewalk surface. The infill shall be finished to match the texture and elevation of the existing concrete walk, ensuring a smooth transition and eliminating trip hazards as indicated in the project drawing A1.

● Modular Wire System Specifications:

Panels:10-gauge wire mesh panels with 1 1/2" square openings.

Posts: 2" square 11-gauge steel posts.

Base Plates 1/4" thick steel base plates with two mounting holes minimum.

Configuration: 3-Sided assembly, including all the necessary hardware to prevent any shifting or movement of the structure.

Doors: Two (2) Sliding Doors 48-inch width, secured with padlock, (padlock to be provided by the government).

Note: The system configuration is based on a standard industrial modular wire partition framework; similar or superior products meeting or exceeding the technical Specifications listed above are acceptable.

2.2. Sidewalk Construction

● Demolition: Remove approximately 300 square feet (60’ x 5’) of existing artificial turf.

● Subgrade & Concrete: Prepare subgrade to Caltrans standards for pedestrian traffic.

● Install 4-inch-thick concrete sidewalk (60’ x 5’) with appropriate expansion joints to tie into existing concrete pads.

● 4” Concrete walk path installation shall include the following requirements:

* Subgrade and Base: Excavate and prepare the subgrade to receive 2 inches of Class 2 aggregate base. The base must be compacted to a minimum of 90% relative compaction.

* Concrete Specifications: Install 4 inches of Portland cement concrete.

* Weakened plane joints (score lines) at 5-foot intervals and standard expansion joints every 20 feet.

● Concrete Standards: All concrete work shall comply with Caltrans Standard Specifications Section 73 (Concrete Curbs and Sidewalks). Ensure a minimum 28-day compressive strength of 3,000 psi.

● All sidewalk construction must strictly comply with ADA/ABA Accessibility Guidelines, ensuring a maximum cross-slope of 2% and a running slope not exceeding 5% unless technically infeasible.

3. CONTRACTOR RESPONSIBILITIES

● Field Verification: Contractor shall field-verify all measurements, utility locations, and existing site conditions prior to commencing work.

● Quality Control: Ensure all materials (modular wire mesh system, concrete mix, Bollard specs) meet the project design documents.

● Cleanup: Maintain a clean job site daily, ensuring no construction debris or tools pose a hazard to students or staff.

3.1 Period of Performance & Project Timeline

• Contract Duration: The Contractor has 120 Calendar Days from the Notice to

Proceed (NTP) to complete the entire project.

• Mobilization & Active Work: Physical site work must commence within 10 calendar days of receiving the NTP.

• Operational Interferences: All work shall be performed to ensure minimum interruption or interference with the proper execution of government business and facility operations.

• The Contractor shall install a continuous, rigid 6-foot temporary chain-link safety fence with debris netting around the entire active work zone (sidewalk demo and HVAC enclosure) to completely isolate construction activities from students and staff.

4. REGULATORY, CODE, AND LICENSING REQUIREMENTS

4.1 Compliance Standards

All work shall conform to trade standards, local building codes, ordinances, and regulations listed in the project specifications or construction documents. This includes the 2026 International Building Code (IBC), California Building Code (CBC), and Department of Defense Instructions (DOD INST 6055.1). All sidewalk construction must strictly comply with ADA/ABA Accessibility Guidelines, ensuring a maximum cross-slope of 2% and a running slope not exceeding 5% unless technically infeasible.

• Contractor Qualification & Licensing: The Contractor must hold a valid California Class B (General Building) license and be appropriately qualified to perform the specified concrete and fencing work. All work must comply with CSLB regulations and meet the structural and aesthetic requirements defined in this project.

• Conflict Resolution: The Contractor shall report any inconsistencies, conflicts, or omissions in "The Codes" or design documents to the Project Manager (PM) for interpretation prior to performing the affected work.

4.2 Labor & Security Standards

• Site Access: All contractors, employees, and subcontractors must comply with the REAL ID Act and base security regulations for gate access.

• Certified Payroll: Contractor must be registered and participate with the

California Department of Industrial Relations (DIR) electronic certified payroll reporting (eCPR) for contracts exceeding $1,000.

• Wages: This project is performed on federal government property; prevailing wages strictly apply.

5. ADMINISTRATIVE & SUBMITTAL REQUIREMENTS

5.1 Safety & Personnel Submittals

Prior to beginning work, the Contractor must submit and receive approval for:

• Safety & Abatement Plan: Fully compliant with CAL-OSHA standards.

• Appointment Letters: Formal designations for the Site Superintendent, Quality

Control (QC) Officer, and Site Safety Officer.

• On-Site Supervision: The Site Superintendent and Safety Officer (can be the same individual) or an approved alternate must be present on-site at all times when work is being performed.

• Superintendent & Subcontractor List: Provide the named Field Superintendent and a complete list of subcontractors to the PM within 10 calendar days of contract award. The assigned Superintendent must be present whenever work occurs. The Contracting Officer is the sole authority permitted to approve changes to subcontractors.

5.2 Material & Product Submittals

• Product Data: Submit product data for all materials used in this project 10 calendar days prior to mobilization.

• Equipment Submittals: Submit for approval all necessary residual equipment documentation for the operation of the completed project, including manufacturer catalogs and specifications, to the PM after contract award.

• Bid & Quantity Confirmation: By submitting a bid, the contractor confirms all quantities have been field-verified and that the bid reflects actual work parameters.

5.3 Scheduling, Mobilization, and Logistics Notices

• Mobilization Notice: Notify the PM in writing 10 calendar days in advance of mobilization. Provide a prospective construction schedule highlighting keystone events and the critical path.

• Temporary Services: Coordinate the installation and use of any required temporary services (barricades, power, lighting, telephone) with the PM 10 calendar days prior to installation. Remove all temporary services and clean the space upon project completion.

• Final Inspection Notice: Notify the PM in writing of the anticipated final inspection date 5 calendar days in advance.

5.4 Demolition & Waste Management

• Soil Removal: Demolish and completely dispose of the demo turf and soil.

6. SITE EXECUTION, UTILITIES, AND CONDITIONS

6.1 Site Verification & Damage Liability

• Pre-Work Inspection: The Contractor shall verify that surfaces and site conditions are ready to receive work before installation begins. Field verify all dimensions and conditions, reporting discrepancies to the PM before finalizing bids or starting construction.

• Utility Awareness: The Contractor is responsible for identifying and familiarizing themselves with all surface utilities, pipes, and structures within the Limits of Construction. Any damage to existing utilities or adjacent structures caused during execution must be repaired or restored to original condition at the Contractor’s sole expense.

• Obstruction Discovery: The Contractor must not willfully proceed with construction when unknown physical obstructions or design differences are discovered. Bring these conditions to the PM's attention immediately. Failure to notify the PM transfers full financial responsibility for subsequent revisions to the Contractor.

6.2 Workmanship & Supervision Quality

• Crew Competency: All work shall be accomplished with a foreman, journeymen, and laborers who are thoroughly skilled in the application of specified materials, fulfilling all requirements of the drawings and specifications.

• Site Supervision: The Contractor must maintain an English-speaking, competent foreman on-site continuously to supervise the work. This individual must possess direct authority to discard unsuitable materials and remove unsatisfactory personnel from the project. This requirement must be certified to the Officer Representative in writing.

• Design Intent Modifications: Minor field modifications to details may be required to suit actual dimensions or field conditions. These modifications are considered a basic part of the contract scope but require immediate notification to all parties.

6.3 Materials Delivery, Storage, and Handling

• Delivery Standards: Deliver all materials to the job site in the manufacturer's original, unopened containers with seals and labels intact. Labels must clearly indicate the catalog number, product description, and approved inspection agency markings. Delivery in quantities is sufficient to ensure uninterrupted workflow.

• Storage Environment: Keep materials clean and protected from excessive heat, cold, and moisture. Store all materials within an enclosed area maintained between 50°F and 90°F, unless otherwise specified by the manufacturer. Do not tear off protective coverings or labels until materials are ready for application and have been inspected by the PM.

• Ground Isolation: Materials shall not be stored directly on the ground or on improved, uninsulated bare surfaces.

• Weather Restrictions: Do not apply materials during unsuitable weather or outside the ambient temperature window mandated by the manufacturer. Do not expose water- or sun-vulnerable materials in quantities greater than can be completely weatherproofed within the same workday.

• Material Sourcing: All materials and equipment must be new and must strictly comply with the Buy American Act (Made in America Act) unless otherwise noted.

7. QUALITY ASSURANCE & DEFICIENCY TRACKING

7.1 Regulatory Requirements & Technical Precedence

• Stringency Clause: Where the cited references, technical specifications, or drawings contain more than one detail for a specific purpose, the most stringent condition shall govern.

• Inspection Emphasis: Field inspections will be performed regularly, with strict emphasis placed on verifying adherence to the manufacturer’s installation requirements.

7.2 Deficiency Correction Timeline

• Remediation: Deficiencies identified during field inspections shall be corrected by the Contractor within two (2) calendar days of notification. All corrected actions will be re-evaluated and verified during the Final Inspection.

• Attendance Notice: Formal notification to all concerned parties must be received not less than one (1) business day prior to any required on-site attendance or milestone inspection.

8. DAILY CLEANUP & DISPOSITION OF MATERIALS

8.1 End-of-Day Site Cleanliness

• Daily Clean Up: The Contractor shall clean up all debris and discarded materials resulting from daily construction operations prior to the completion of each workday.

• Broom Clean Standards: Progress paths, walkways, and exterior surfaces adjacent to the premises used during construction must be left broom clean daily.

• Adhesive Removal: Remove all product stickers, manufacturing glues, and protective adhesives, and clean all surfaces completely prior to final project acceptance.

8.2 Material Disposition and Handling

• Regulatory Handling: All construction debris and hazardous waste must be handled, transported, and disposed of in accordance with all applicable Federal, State, and Local regulations. Materials must be placed in proper containers and trucked off-site to an approved landfill or processing facility.

• Prohibitions: No open burning of waste materials is permitted anywhere on the installation.

• Logistics Costs: The Contractor shall make their own financial and logistical arrangements for the disposal of debris away from Starbase in Sacramento at their own expense, assuming total responsibility for proper disposal.

• Thoroughfare Clearance: Debris must be removed from the project site daily.

At no time shall construction waste be allowed to block or restrict any thoroughfare. The premises must be cleaned to the complete satisfaction of the

PM.

9. BASE LOGISTICS, HOURS, AND SECURITY REGULATIONS

9.1 Hours of Operation

• Standard Shift: All on-site contract work must be performed between 7:00 AM and 3:30 PM, Monday through Friday, excluding federal and state holidays.

Any work outside these hours requires explicit, advance approval from the PM.

9.2 Pre-Construction Conference

• Timing: A mandatory pre-construction conference must be convened at least 5 days prior to the commencement of work.

• Agenda: The meeting will review preparation requirements, installation procedures, coordination schedules, potential interference conditions, and finalize all base personnel security clearance issues.

9.3 Base Access & Gate Clearance

• Clearance Submission: The Contractor, employees, and subcontractors must be vetted and cleared prior to base entry. Provide the PM with the legal names of all personnel requiring entry at least 3 days prior to arrival for security clearance and approval.

• Vehicle & ID Requirements: To obtain entry, personnel must present a current vehicle registration, proof of valid vehicle insurance, and one of the approved forms of identification listed below:

Approved Federal Identifications:

• U.S. Passport or U.S. Passport Card

• PIV or Federally issued Personal Identification Verification-Interoperable (PIV-I)

Cards

• Driver’s License issued by the U.S. Department of State

• Border Crossing Card (Form DSP-150)

• DHS “Trusted Traveler” Cards (Global Entry, NEXUS, SENTRI, FAST)

• U.S. Military ID (Active duty, National Guard, Reserve, Retirees, and

Dependents)

• Veterans’ Health Identification Card (VHIC) issued by the U.S. Dept. of

Veterans Affairs

• U.S. Permanent Resident Card (Form I-551)

• U.S. Certificate of Naturalization or Certificate of Citizenship (Form N-550)

• Employment Authorization Document issued by DHS (Form I-766)

• U.S. Refugee Travel Document or other DHS-issued photo travel document

(Form I-327 or Form I-571)

• Transportation Worker Identification Credential (TWIC)

• Merchant Mariner Card issued by DHS/USCG

Approved State-Issued Identifications:

• A REAL ID Driver’s License matching federal standards

• Interim Driver’s License issued by a state meeting REAL ID standards or holding an active extension

• State prisoner identification cards

• Native American Tribal Photo ID

• Foreign government-issued passport

• PIV-I cards issued by non-Federal government entities

9.4 Site Security & Searches

• Searches & Access: To maintain base safety and security, periodic fire prevention inspections and site searches may be executed. The Contractor must furnish facility authorities with keys to access all locked areas within the worksite.

• Loss Liability: The State and the Government shall not be held responsible for any losses incurred by the Contractor due to fire or security inspections. All personnel must strictly observe base security rules and comply immediately with instructions from facility authorities.

10. SAFETY & ENVIRONMENTAL REQUIREMENTS

10.1 Accident Prevention & Records

• Safety Controls: To provide safety controls for the protection of life and health of employees and the public, for the prevention of damage to property and equipment, and to avoid work interruptions, the Contractor shall comply with all applicable OSHA laws.

• Record Keeping: The Contractor shall maintain an accurate record of exposure data and all accidents resulting in death, traumatic injury, occupational disease, and property/equipment damage incident to work performed under this contract.

• Record Sharing: Provide an exact copy of these records to the PM within 24 hours of request at any time during the contract duration and its subsequent warranty period.

• Accident Reporting: Complete Form 3394 and submit it to the PM within three (3) calendar days of any accident involving personal injury or property damage.

10.2 Industry Safety Compliance

• OSHA Standards: Safety standards set forth by OSHA and CAL-OSHA shall be stringently maintained and followed by the Contractor, subcontractors, and work crews always.

• Fire Prevention: The Contractor shall comply with all provisions of the California Fire Code (Current Edition).

• Responsibility: The Contractor maintains sole and complete responsibility for safety precautions and procedures during construction. Report any non-compliance within these specifications or manufacturing installation procedures to the PM prior to beginning work.

10.3 Pollution Abatement

• Environmental Laws: The Contractor shall comply with all Federal, State, and Local environmental laws and regulations.

• Government Protection: The Contractor shall strictly avoid any disposal or deployment practices that will place the Government or Military Department in a controversial position with Local, State, or Federal environmental regulatory agencies.

11 PROJECT CLOSEOUT, WARRANTIES, & INVOICING

11.1 Comprehensive Warranties

• Contractor Labor & Material Warranty: Provide a two (2) year combined labor and material warranty. This covers all workmanship, materials, and installer labor required to repair or replace any failing or defective components at zero cost to the Government.

• Material Warranty: Provide the standard manufacturer’s product warranty certificates as outlined in the system specifications.

11.2 Closeout Packet Delivery

Upon successful project completion, the Contractor must turn over an organized closeout packet to the PM before final acceptance. This packet must include:

• Certificate of Occupancy (if applicable)

• Completed lien waivers

• Handbooks, operating manuals, keys, and up-to-date construction logs

• Signed hazardous waste disposal manifests and weigh master receipts

11.3 Invoicing & Billing Terms

• Submission Protocol: All invoices must be submitted directly to the Project

Manager, the Contract Manager, and J8-PWR@cmd.ca.gov for verification before they can be processed for payment by the Military Department.

• Billing Frequency: Invoices may only be submitted once a month.

• Completion Milestone: The Contractor is only permitted to bill for work that is fully completed and verified at the time of invoice submission. No advanced billing for uncompleted milestones is permitted.

END OF SCOPE OF WORK

mailto:J8-PWR@cmd.ca.gov

CALIFORNIA MILITARY DEPARTMENT

CA Facilities Engineering

STARBASE EDUCATIONAL FACILITY

EQUIPMENT ENCLOSURE AND EGRESS

September 2026

Sacramento Okinawa compound Starbase building 8400

Okinawa Sacramento, California 95828

00 01 10 - 1

0627xx Starbase Educational Facility Equipment Enclosure and Egress

3 September 2026

SECTION 00 01 10

TABLE OF CONTENTS

00 01 00 Cover 00 01 10 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 26 13 Changes in the Work 01 30 00 Administrative Requirements 01 30 00.10 Collaboration Software 01 32 16.00 20 Small Project Construction Progress Schedules 01 33 00 Submittal Procedures 01 35 29 Occupational Safety & Health Requirements 01 35 43 Environmental Procedures 01 41 00 Regulatory Requirements 01 45 00.10 20 Quality Control 01 50 00 Temporary Facilities & Controls 01 55 00 Final Facility Cleaning 01 60 00 Product Requirements 01 65 00 Product Delivery Requirements 01 70 00 Contract Close Out 01 74 19 Construction Waste Management and Disposal 01 78 00 Closeout Submittals 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 – CONCRETE

03 10 00 Concrete formwork 03 15 00 Concrete Accessories 03 20 00 Concrete reinforcement 03 30 00 Cast-In-Place Concrete

DIVISION 10 – SPECIALTIES

10 22 13 Wire Mesh Partitions

DIVISION 31 – EARTHWORK

31 10 00 Concrete Formwork 31 20 00 Earth Moving 31 23 33 Trenching & Backfill 31 25 00 Erosion and Sedimentation Controls

00 01 10 - 2

APPENDIX II – SUBMITTAL LOG

Submittal List Submittal Log

END OF DOCUMENT

01 11 00 - 1

Starbase Educational Facility Equipment Enclosure and Egress 3 September 2026

SECTION 01 11 00

SUMMARY OF THE WORK

PART 1 GENERAL

1 SCOPE

1.1 The contractor shall furnish all materials and labor to complete supply the complete system shown on drawings to include; concrete work, enclosures, security item and manipulation and place back of the faux grass.

1.2 Any materials that are suitable for recycling shall be recycled.

1.3 Accomplish all work in accordance with the drawings and specifications contained herein.

1.4 Accomplish all work in accordance with California Building Codes (2025 Editions).

1.5 Perform the above-mentioned work at the Starbase Academy located at 8400 Okinawa street, Sacramento California.

2 CONTRACT MANAGER

3 Wherever in these specifications the abbreviation CM is referenced, it shall be the same as if the term Contract Manager/Project Manager is referenced.

4 ENGINEER/CONSTRUCTION INSPECTOR

4.1 Wherever the specifications direct the Contractor to the

ENGINEER/INSPECTOR OF Record (IOR) for appropriate determination, the Contractor will direct his inquiries to the State Military Department, 10601 Bear Hollow Drive, Rancho Cordova, California 95670, ATTN: Chief of Engineering Phone: (916) 854-3546.

5 CONTRACTOR'S RESPONSIBILITY

5.1 Nothing contained in these specifications shall relieve the contractor from the responsibility of visiting the site, accurately measuring the work or otherwise ensuring that the quantities used in preparing his bid are the actual quantities of the work to be accomplished under the contract. By submitting a bid, the contractor confirms that he has visited the aforementioned site and verifies that the quantities used in preparing his bid are the actual quantities of the work to be accomplished under the contract.

5.2 The Contractor shall maintain a competent foreman, English speaking, to continuously supervise the work, with authority to discard unsuitable materials and remove unsatisfactory workmen from the project.

6 VEHICLE MOVEMENT

01 11 00 - 2

6.1 The following applies to all vehicles, except emergency vehicles responding to an emergency:

6.2 Vehicles shall observe posted speed limits on post at all times. Vehicles operated when in close proximity to military vehicles or buildings shall not exceed 5 MPH maximum.

6.3 Vehicles will not be backed without a ground guide.

6.4 All vehicles which do not require the engine to be running for contract purposes will have the ignition turned off and the parking brake set and the vehicle's transmission placed in park.

7 CONTRACTOR’S STORAGE AREA AND PERSONNEL

7.1 The CM will designate an area that the contractor may use as a storage area. The contractor shall contact the CM/PM for information regarding parking areas to be used for the contractors’ equipment and by contractor personnel and any restrictions that will be placed on contractor personnel while on the job site.

8 MATERIAL SUBMITTALS

8.1 The contractor shall submit to the CM for approval one (1) copy in writing, of a complete list of material submittals and equipment to accomplish the specified work.

8.2 Submittals shall comply with Section 01 33 00 of these specifications.

Transmit submittals (from Submittal List) on Submittal Log (the list and a blank log is provided after Section 01 33 00).

8.3 The CM must receive submittals for Specification identified materials (no substitutions permitted) within ten (10) working days after receiving the "Proposed Contract" for signature.

8.4 Receipt of Submittals that substitute an "or equal" are required within fifteen

(15) days after date of the Contract Agreement.

8.5 Do not start work until the CM approves all project submittals, issues special instructions, and a "Notice of Award" is received from the CM.

9 APPROVAL OF PROCEDURES

9.1 The manufacturer's recommended installation procedures and these specifications, will serve as a basis for inspection and acceptance or rejection of actual installation procedures used on the work.

12.2 Project Drawings are valid for construction only when stamped, signed and approved for construction by the Architect/Engineer(s) of Record.

12.3 Project Specifications are valid for construction when:

12.4 The cover sheet is dated and signed by the Architect of record

01 11 00 - 3

12.5 ALL included Sections bear dates on or before that shown on the signed cover sheet.

13 ORDINANCES AND REGULATIONS

13.1 All work shall be accomplished in accordance with all local, State and Federal regulations. Permits and fees shall be the responsibility of the contractor at no additional cost to the Government.

14 WORKING HOURS

14.1 The work site will be available for contractor's activities from 8:00 a.m.

until 4:30 p.m. Monday through Friday. The site will not be available for contractor's activities on weekends and State or Federal holidays.

14.2 The Contractor shall receive written approval from the Project Manager before implementing any form of compressed or alternative work schedule.

14.3 The Contractor shall schedule operations so as not to conflict with airfield operations.

15 SCHEDULING AND INSPECTION

15.1 Within fifteen (15) calendar days after receipt of Notice to Proceed, and before commencing work, the contractor shall submit in writing to the Project Manager for approval, the complete scope of work and the procedures and sequence required to complete the work.

15.2 The contractor shall work directly with the CM and IOR on work scheduling and inspection procedures prior to starting any work.

16 AS-BUILT DRAWINGS

16.1 The contractor shall provide one (2) full and accurate hardcopy sets of as-built drawings per Specification Sections 01 33 00 and 01 70 00, for the work accomplished by all trades for this contract marked up in a neat and understandable manner, submitted to the CM/PM upon completion of the work and prior to issuance of a Certificate of Completion.

PART 2 PRODUCTS

17 MATERIALS

17.1 All materials for use under this project shall meet or exceed the standards of quality hereinafter set forth and per Section 01 60 00.

PART 3 EXECUTION

18 QUALITY CONTROL

18.1 To ensure proper project quality control and required record keeping, the

01 11 00 - 4 contractor shall comply with Section 01 45 00.10 20.

19 CONTRACT CLOSEOUT

19.1 Contract closeout requires contractor compliance with Section 01 70 00.

END OF SECTION

01 26 13 - 1

SECTION 01 26 13

CHANGES IN THE WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Changes in the Plans and Specifications requested in writing by the Contractor, which do not materially affect the Work, and which are not detrimental to the Work or to the interests of the Agency, may be granted by the CM. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes.

B. The CMD may change the Plans and Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the contract price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and the CMD, unless both parties agree to proceed with the change-by-change order.

C. Change Orders shall be in writing and the state the dollar value of the change or establish the method of payment, any adjustment in the Contract time of completion, and when negotiated prices are involved, shall provide for the Contractor’s signature indicating acceptance.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 CHANGE ORDERS

A. No cost change orders:

1. Contract Documents are complementary; therefore, before starting each portion of

Work, carefully study and compare various Drawings, Specifications and any other Contract Documents, coordination drawings, shop drawings, prior correspondence, or documentation related to that portion of Work, as well as information furnished by CMD.

2. Contractor and Subcontractors shall evaluate and take field measurements of any existing conditions related to that portion of Work and shall observe any conditions at site affecting Work.

3. Contractor and subcontractors acknowledge that all documents pertaining to Work has been examined, have examined character of site and any existing conditions, and are satisfied with nature of Work, and all other matters which can in any way affect Work.

4. In the event of inconsistency between portions of Contract Documents or within Contract Documents; provide better quality or greater quantity of Work, and comply with more stringent requirement, either or both in accordance with Architect’s interpretation.

5. Any errors, inconsistencies or omissions discovered in Contract Documents shall be reported promptly to Architect as a properly prepared and timely RFI.

01 26 13 - 2

3 September 2026

6. Contractor and Subcontractors are not required to ascertain Contract Documents are in accordance with applicable laws, statutes, ordinances, codes, and rules and regulations, unless they bear upon construction means, methods, techniques or safety and health precautions, but any nonconformity discovered by or made known shall be reported promptly as a RFI.

7. If Contractor or Subcontractor fail to give such notice and knowingly proceeds with Work affected by errors or omissions in Contract Documents, Contractor shall correct any such errors, inconsistencies, or omissions at no additional cost.

B. Contractor’s and Subcontractor’s Responsibilities:

1. When interpretation, clarification, or explanation of portion of Construction Documents is needed by Contractor, Subcontractor, Vendor or Supplier, the request shall be processed through Contractor:

a. Review request for completeness, quality, proper referencing to drawing or specification section and reason submitted.

b. If a request is not acceptable it shall be sent back to the submitter with comments regarding the reason for being returned.

c. Make every attempt to validate, resolve or respond to RFI by thoroughly researching and reviewing Contract Documents and field conditions.

d. Respond to RFI accordingly if the review of RFI discloses a response or is related to coordination of construction or other issue not related to Contract Documents.

e. If unable to respond to request, it shall be restated in clear, concise, correct, complete and easily understood manner, and rewritten, if necessary, additional information included if necessary, and only then submitted to Architect for response.

2. Request for interpretation, clarification or explanation of Contract Documents shall be submitted to CMD in writing:

a. List specific Contract Documents reviewed when seeking information being requested.

b. Reference all applicable Contract Drawings by sheet number, section, detail, room number, door number, etc., Specifications by section and paragraph number, and reference any other relevant documents.

c. The field titled "Regarding" on attached RFI form must be clear for future reference in reports or correspondence.

d. Clearly state request and provide Contract Document references and any additional information needed so request can be fully understood, including sketches, photos, or other reference material.

e. Fully assess issues, suggest any reasonable solutions, and include various factors, including potential costs, schedule impacts, if any, and recommendations which will aid in determining a solution or response. If a reasonable solution cannot be suggested, a statement to that effect should be so stated.

f. Indicate reason request is being submitted.

g. Any critical RFI’s requiring a rapid response shall clearly indicate such with an explanation as to why RFI is critical.

h. Priority for responses shall be indicated when multiple RFI’s are submitted within a short period of time.

3. Copies of responses to RFI’s shall be distributed to all parties affected.

4. A response to RFI shall not be considered a notice to proceed with a change that may revise the Contract Sum or Contract Time, unless authorized by CMD in writing.

5. If response to RFI is determined incomplete, it shall be resubmitted with reason response is unacceptable and any necessary additional information within five (5) days of time of receipt of response to RFI.

6. If determined or believed that additional cost or time is involved because of clarifications, 01 26 13 - 3

3 September 2026 interpretations or instructions issued by Architect in response to a RFI, resubmit RFI within five (5) days of receipt of response with reason and alternate solution or suggestion for performing work at no additional cost. If no other solution is possible or desirable, submit Claim in accordance with the Contract Documents with in twenty-one (21) days of receipt of response to the RFI.

C. RFI Submittal Format:

1. Request for information shall be submitted to Architect on RFI form provided at end of this section, or form provided by Architect in electronic text file format, or in similar format acceptable to Architect:

a. RFI’s shall be assigned unique numbers in sequential order (1, 2, 3, 4, etc.).

b. A resubmitted RFI or a previously answered RFI requiring revising or further clarification shall be submitted using original RFI number proceeded by “.1” to indicate revision one of RFI (i.e.: RFI No. 34.1 for revision 1 to RFI No. 34).

c. RFI form shall be electronically filled out and emailed to Architect’s designated representative in text file format. Attachments shall be in electronic text or PDF file format. Photo attachments may be in JPG format.

D. Architect’s Response to Request for Information (RFI):

1. Clarifications, interpretations, and decisions of Architect in response to RFI will be consistent with intent of and reasonably inferable from Contract Documents, and will be in writing, and if determined to be necessary by Architect, will be provided in form of drawings and other attachments or both.

2. When making such interpretations and initial decisions, Architect will endeavor to secure faithful performance by both CMD and Contractor, will not show partiality to either and will not be liable for results of interpretations or decisions so rendered in good faith.

3. Architect’s decisions on matters related to aesthetic effects will be final if consistent with intent expressed in Contract Documents.

4. Architect will not undertake to settle differences between Contractor, Subcontractors, trades suppliers, fabricator or manufacturer, or act as arbiter as to which Subcontractor, trade, supplier, or manufacturer is to furnish or install various items indicated or required.

5. Architect shall provide responses to RFI’s with reasonable promptness, but will endeavor to respond within twenty-one (21) days from date of receipt:

a. If multiple RFI’s are submitted on the same day or within a five (5) day period, review time may be extended by mutual agreement of parties.

b. Architect will provide a written response to RFI if Architect believes response only involves an interpretation, clarification, supplemental information or orders a minor change in Work not involving an adjustment in Contract Sum or extension of Contract Time, and is not inconsistent with intent of Contract Documents, and shall be binding.

c. If Architect believes response may result in a change to Contract Sum or Contract Time, response will indicate that a change document will be issued for the response, and appropriate change document will be issued indicating changes to Contract Documents.

d. Architect will provide any additional or supplemental drawings, specifications or other information as Architect may deem necessary to facilitate response.

6. Architect may return RFI without response for following reasons:

a. Unclear.

b. Incomplete.

c. Detailed information not provided.

d. Is related to construction means, methods or techniques.

e. Is related to health or safety measures.

f. Is due to Contractor’s lack of adequate coordination.

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3 September 2026

g. Is considered a “Substitution Request.”

h. Is due to non-conformance.

i. Response is required by another party.

E. If requested information is available from careful study and comparison of Contract Documents, field conditions, other CMD-provided information, coordination drawings, or prior Project correspondence or documentation, Architect may invoice CMD as a change in services for costs involved in Architect’s review, analysis, responding and processing of such

RFI:

1. The contractor shall reimburse CMD for such costs.

01 30 00 - 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

A. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

1. 29 CFR 1910 Safety and Health Regulation in General Industry

2. 29 CFR 1926 Safety and Health Regulations for Construction

1.2 SUBMITTALS

Government approval is required for submittals. Refer to section 01 33 00 Submittal Procedures for instruction.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 300 minimum resolution in [JPEG] file format showing the sequence and progress of work. Take a minimum of 2 digital photographs each week throughout the entire project from a minimum of two views from points located by the Contracting Officer. Submit with the monthly invoice one set of digital photographs on a thumb drive cumulative of all photos to date or as directed by the Project Manager.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by the contract, during the entire period of performance under this contract. Provide other insurance coverage as required by California state law.

1.5 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING

MATERIALS

Accomplish all contract requirements of Section 02 82 00 Asbestos Remediation, assigned to the Private Qualified Person, Designated Competent Person, directly with a first-tier subcontractor.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the jobsite at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

01 30 00 - 2

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 5 years’ experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of OSHA 29 CFR 1910. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent.

The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control

(QC) Manager as established in Section 01 40 00 Quality Control, the superintendent must have qualifications in accordance with that section.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project. Project superintendent shall attend project meetings and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3.1 Contract Manager/Project Manager Qualifications

The Project Manager must have a minimum of 5 years’ experience as a Project Manager or Superintendent on projects of similar size and complexity.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 MEETINGS

1.7.1 PRECONSTRUCTION MEETING

A. After award of the contract but prior to commencement of any work at the site. The CM will schedule and preside over meetings at the Project Site prior to Contractor occupancy.

B. Attendance Required: CM, Architect/Engineer, Contractor, major Subcontractors, and Inspector of Record.

C. The meeting will be chaired by the CM and minutes taken by the contractor.

D. Location, time, and date will be determined by the CM.

01 30 00 - 3

E. The subjects to be reviewed include, but are not limited to:

1. Introduction.

2. Construction Coordination.

3. Correspondence.

4. Submittals.

5. Permits.

6. Dust Control.

7. Schedule.

8. Survey Control.

9. Contractor’s Representative.

10. Testing and Inspection.

11. Contractor Reporting Requirements.

12. Changes and Clarifications.

13. Clean-up.

14. As-Built Documents.

15. Prevailing Wage Requirements.

16. Environmental Protection, Plan and Procedures.

17. Temporary Facilities Construction.

18. Notice of Labor Disputes.

19. Progress Payments.

20. Site Regulations.

21. Security.

22. Operation and Maintenance Data.

23. Training Requirements.

24. General Discussion.

F. Contractor Representative: Record minutes and distribute copies to participants within two days after meeting, with one copy each to Architect/Engineer, and those affected by decisions made.

1.7.2 WEEKLY CONTRACTOR MEETINGS

A. Once a week during the Contract period, the Contractor shall meet at the Work Site with the CM.

B. Time and location of the meeting will be determined during the Preconstruction Conference.

C. The Contractor will serve as chairman and take minutes of meetings.

D. Topics for discussion will include schedule, requests for information, disputed items, Preliminary Change Order (PCO) and Change Order (CO) status, Quality control, submittals, exception notices, and other topics as required.

1.7.3 PREINSTALLATION CONFERENCES

A. Prime Contractor shall convene a preconstruction conference for items of Work contained in each Division of the Specifications, each trade within the Division, and each subcontractor within the Division.

1. Convene a preconstruction conference prior to commencing the Work of the

Section, trade, or subcontractor.

01 30 00 - 4

2. Require attendance of each subcontractor and each trade directly affecting or affected by the Work within the Division.

3. Convene additional conferences when required by the individual Section.

4. Prepare an agenda, preside over the conference, and record minutes, and distribute copies within two days after the conference to participants, with two copies to the Project Manager.

5. Review conditions of installation, coordination, preparation, approved submittals, Contract Documents, and means and methods planned to be used to perform the Work.

ii. Within 15 days after Notice to Proceed, submit a proposed list of preconstruction conferences, and items of Work to be covered, for approval by the Project Manager.

1.7.4 CONTRACT CLOSEOUT MEETING

A. Schedule Project closeout meeting with sufficient time to prepare for requesting Substantial Completion. Preside over meeting and be responsible for minutes.

B. Attendance Required: Contractor, CM, Inspector of Record and Architect/Engineer, and others appropriate to agenda.

C. Notify CM/PM five days in advance of meeting date.

D. Minimum Agenda:

1. Start-up of facilities and systems.

2. Operations and maintenance manuals.

3. Testing, adjusting, and balancing.

4. System demonstration and observation.

5. Operation and maintenance instructions for Owner's personnel.

6. Contractor's inspection of Work.

7. Contractor's preparation of an initial "punch list."

8. Procedure to request Architect/Engineer inspection to determine date of

Substantial Completion.

9. Completion time for correcting deficiencies.

10. Inspections by authorities having jurisdiction.

11. Certificate of Occupancy and transfer of insurance responsibilities.

12. Partial release of retainage.

13. Final cleaning.

14. Preparation for final inspection.

15. Closeout Submittals:

a. Project record documents.

b. Operating and maintenance documents.

c. Operating and maintenance materials.

d. Affidavits.

16. Final Application for Payment.

17. Contractor's demobilization of Site.

18. Maintenance.

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1.14 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments such as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the CM a single (only one) e-mail address for electronic communications from the CM related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats. Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Project Manager initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS - Not Used

3.1 ALTERATION PROCEDURES

A. Employ skilled and experienced installer to perform alteration and renovation Work.

B. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

C. Remove debris and abandoned items from area and from concealed spaces.

D. Prepare surface and remove surface finishes to permit installation of new Work and finishes.

E. Close openings in exterior surfaces to protect existing Work from weather and extremes of temperature and humidity.

F. Where new Work abuts or aligns with existing Work, provide smooth and even transition. Patch Work to match existing adjacent Work in texture and appearance.

G. Patch or replace portions of existing surfaces that are damaged, lifted, discolored, or showing other imperfections.

End of Section

01 30 00 10 - 1

Starbase Educational Facility Equipment Enclosure and Egress 3 September 2026

SECTION 01 30 10 15

CMD Amended November 2023

COLLABORATION SOFTWARE

1. SUMMARY

a. Contractor shall utilize web-based construction project management collaboration software commonly known as Procore (www.procore.com) to submit, track, distribute and fully collaborate on project documentation and action items. Wherein this specification references Procore it shall mean the California Military Department (CMD) Procore account.

b. The intent of utilizing a web-based construction management application is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non-productive activities, reducing rework, and decreasing turnaround times.

2. SOFTWARE USAGE (including but not limited to)

a. Daily Log

i. Using the Daily log tool within Procore, Contractor shall provide a separate daily log entry for the…