W50S7522B0002_Rpr_Restrooms_901_Amend_Sol_01.pdf

DJCF222597

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to:

a. Replace the Statement of Work (SOW) dated 25 Jul 22 in its entirety w ith the attached SOW dated 8 Sep 22 and

b. Update the Wage Determination to the latest version dated 2 Sep 22

c. Extend the bid closing date.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 42

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 13-Sep-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W50S7522B0002

X 9B. DATED (SEE ITEM 11)

18-Aug-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

13-Sep-2022

CODE

USPFO CA 146 MSC

119 MULCAHEY DR

PORT HUENEME CA 93041-4011

W50S75 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W50S7522B0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required response date/time has changed from 19-Sep-2022 10:00 AM to 21-Sep-2022 10:00 AM.

SECTION 00700 - CONTRACT CLAUSES

The following have been modified:

STATEMENT OF WORK

STATEMENT OF WORK

Repair Restrooms & Electrical BLDG 901

PROJECT NO.: DJCF222597

8 September 2022

146TH AIRLIFT WING

CHANNEL ISLANDS AIR NATIONAL GUARD, PORT HUENEME, CA

CALIFORNIA AIR NATIONAL GUARD

TECHNICAL PROVISIONS

TABLE OF CONTENTS:

1. DESCRIPTION OF SERVICES

2. SITUS OF WORK

3. PROJECT SPECIFIC REQUIREMENTS

4. GENERAL REQUIREMENTS

5. SUBMITTALS

6. CLOSEOUT DOCUMENTATION

1. DESCRIPTION OF SERVICES

1.1. Objectives: The purpose of this project is to “Repair Restrooms & Electrical BLDG 901.”

1.2. This Statement of Work describes Contractor requirements for the project titled “Repair

Restrooms & Electrical BLDG 901.” The Contractor is responsible for work required to complete all items listed in this Statement of Work to include but not limited to all necessary labor, furnishing and installation of parts/materials, tools, equipment, planning, scheduling, and coordination. The Contractor shall comply with current NEC, NFPA, and California Universal Plumbing Code. The Contractor shall provide the Government a complete and usable product at the completion of the project. All information included in this document, along with the instructions and standards referenced in the document, should be considered as part of the Statement of Work.

2. SITUS OF WORK

2.1. All work will occur at Channel Islands Air National Guard Station, 4146 Naval Air Road

Port Hueneme, CA 93041, Building 901

3. PROJECT SPECIFIC REQUIREMENTS

i) B901, Men’s Restroom (Rm 108, 108A, 108B, 108C); Approx. 1000 SF

3.1. The Contractor shall:

3.1.1. Perform camera line inspection of drain/sewer/vent stack lines.

3.1.2. Hydro-Jet drain/sewer/vent stack lines capable of reaching 4000 PSI.

3.1.3. Remove and dispose of existing toilets, sinks, countertops, floor and wall tile, ceiling tile, toilet partitions, trash/paper towel/soap dispensers, sink mirrors, light fixtures, shower fixtures, wall cover plates, light switches/electrical outlets, smoke detectors/ pendant type sprinkler head/escutcheon pendant 2PC set STD 401 cup & skirt cup, metal lockers and benches, and plumbing to point of connection with wall/floor.

3.1.4. Install new drop ceiling tiles in 108B. Paint existing T-bar ceiling grid in 108B Paint color shall be high gloss white and must be approved by COR.

3.1.5. Replace all sanitary sewer vent pipes behind walls.

3.1.5.1. Repair gypsum walls after install.

3.1.6. Thoroughly clean all surfaces to remain, replace/repair damaged gypsum board/concrete from tile removal and prepare surfaces for either tile/painting or floor installation.

3.1.7. Install slip resistant quartz flooring with 4” high integral cove base.

3.1.7.1. Note: Quartz flooring shall also be applied to shower curbs/floor, vestibule, and locker room area. Color to be approved by the COR.

3.1.7.2. Install marble bullnose polished trim doorway transition strip.

3.1.8. Install new 6” square ceramic tile on all walls (108 bathroom and 108A Men’s

Showers) with uninstalled thickness at least 5/16 inches. Finish will be glazed smooth with low sheen and moderate variation in tone. Tile and grout will be approved by the COR. The last row will be a 3”x12” universal ceramic trim and accent wall tile. Install tiles from integral base cove to 55” from the floor (108), full height floor to ceiling in 108A Men’s Showers).

3.1.8.1. Shower stall walls shall receive 6” square ceramic tile from integral cove base to ceiling with matching accent.

3.1.8.2. Repair Shower walls for tile application, gypsum board to match existing.

3.1.8.3. 108B Locker room walls shall not receive tile.

3.1.9. Repair (fill holes and re-texture) ceilings and non-shower walls and paint above the 55” tile line. Ceiling paint color will be white and non-shower walls will be painted (COR approved color) semi-gloss, exterior, mold-resistant, latex paint.

Texture will be orange-peel, spray applied.

3.1.9.1. Demo existing soffit and repair with gypsum board over sinks to accommodate low profile or recessed lighting. There shall be no troffer in the 108 (restroom).

3.1.10. Install new wall-mounted, porcelain toilets and compatible closet carriers. The existing handicap toilets will be replaced with wall-mounted toilets. Color will be white.

3.1.10.1. Flush valves will be stainless steel or chrome in color up-down two-way manual style with antimicrobial handle finish. Existing toilets connect to 1” cold water lines and drain to 4” sewer lines. Contractor shall replace 4” sewer flange nipple between the fixture and the carrier. Replace existing water hammer arrestors, sized per California Building Code Standards.

3.1.10.2. All toilets will be fitted with a white plastic seat that matches the shape of the bowl. Toilets will be commercial made and oval in shape. Clean-outs shall be made flush with the wall and provided with a screw-type cover for easy access.

3.1.10.3. Install new privacy partitions. Toilet partitions will be ceiling mounted and overhead braced. Color will be selected by the COR. Toilet partitions will each have surface-mounted two-roll toilet paper dispensers with an integral shelf above the rolls. Partitions shall include all mounting and securing hardware and should be fully functional following installation.

3.1.11. Install new wall-mounted vitreous china (porcelain) urinals and compatible closet carriers. Color will be white. Urinals shall be fitted with new automatic (battery-powered) flush sensors and piping.

3.1.11.1. Flusher and exposed piping will be stainless steel in color and will connect to existing ¾ inch cold water connections. Contractor shall also replace existing 2” urinal laterals to the urinal clean-out. Clean-outs shall be made flush with the wall and provided with a screw-type cover for easy access.

Replace existing water hammer arrestors, sized per California Building Code Standards.

3.1.11.2. Install new privacy partitions and matching urinal screens. Urinal partitions will be wall-mounted and evenly spaced between urinals. Toilet partitions will be ceiling mounted and overhead braced. Color will be selected by the

COR.

3.1.12. Install new composite sink/countertop with integrated bowl, backsplash, and apron, mounted where old counter top(s) used to be.

3.1.12.1. Each sink will have an automatic battery powered faucet with an 8” trim plate. Sink drains will match the finish of the faucet, and should be stationary with holes for drainage. Color will be selected by the COR.

3.1.13. Install recessed mounted low profile architectural LED lights to match existing lighting plans above the sinks. Replace all lights in 108, 108A, and 108B.

Connect to existing circuit(s). Gypsum board ceilings shall have Drywall Grid Adaptor for lighting. LED specifications will include 40W, 4000 Lumens –

100LPW, 4000K, 120-277V.

3.1.14. Install new 72” x 36” framed mirror above counter top, centered from the two end sinks.

3.1.14.1. Install large wall mirrors at COR selected location with matching frame.

3.1.15. Install and surface mount new automatic hand dryer sprayed nickel, hand dryer at existing recessed combination paper towel dispenser/waste receptacle.

3.1.15.1. Surface mounting will be require modification to rough wall opening.

3.1.15.2. Contractor will field verify existing electrical circuit will handle new load or additional dedicated circuit will be required.

3.1.16. Install new recessed waste receptacle below new surface mounted hand dryer.

3.1.16.1. Install new liner with every recessed waste receptacle.

3.1.17. Install new commercial Single-Handle shower systems. Shower fitting shall be brass construction, self-cleaning showerhead, anti-scald pressure-balancing valve and ADA-approved lever handles.

3.1.18. Install new shower rods and curtain for each shower stall. Contractor shall use PEVA 8 Gauge weight Eco Friendly Synthetic Plastic -Polyethylene Vinyl Acetate Curtain, Curved Stainless Steel 18 Gauge rod with a 14 gauge stainless steel flange and a cover that snaps over flange to conceal mounting screws.

3.1.19. Install new HVAC ventilation supply/return vent covers. The Government must approve materials prior to installation

3.1.20. Install new wall cover plates, light switches/electrical outlets, smoke detectors/ pendant type sprinkler head/escutcheon pendant 2PC set STD 401 cup & skirt cup.

3.1.21. Apply color matched caulking to seams and areas with noticeable voids around counter tops/fixtures/doors.

3.1.22. Furnish and install 36” wooden core interior door. (Reference Facility B901 drawing) Interior door provides access to room 108. Hardware shall be stainless steel or brushed nickel with a push plate and a standard pull handle. Paint to match existing.

3.1.22.1. Furnish and install an exterior floor mounted door-stopper and door sweep, color shall be brushed nickel or stainless steel.

3.1.22.2. Fill/construct metal stud wall and door framing with 5/8” gypsum board double sided sheetrock at opening between 108C Vestibule and 108

3.1.22.3. Install silver finish foot operated door openers on the inside of the exterior door.

3.1.22.4. Install new door closer on exterior door.

3.1.23. Demo existing door between hallway and 108C vestibule. Final product shall be open entrance between these spaces. Paint to match existing.

3.1.24. Install new California Title 24 ADA compliant gender specific restroom signs on exterior door.

3.1.25. Demo and install new prime traps at existing floor drains.

3.1.26. Demo and install set of (79) 6’ lockers.

3.1.27. Demo and install (3) new benches at existing locations.

3.1.28. Rent and maintain a temporary modular M/W toilet facility/trailer for duration of the renovation/construction. Trailer shall have minimum capacity for (3) stalls for men, (2) stalls for women; trailer to be approved by COR. Location must be coordinated with and approved by the COR. Contractor is responsible to connect to water source, providing power, and to remove waste. Contractor shall maintain a bi-weekly cleaning/servicing/pumping schedule and additional Saturday servicing during Regular Scheduled Drill (RSD), COR will provide RSD dates.

ii) B901, Women’s Restroom (Rm 104, 104A, 104B); Approx. 300 SF

3.2. The Contractor shall:

3.2.1. Remove and dispose of existing toilets, toilet partitions, trash/paper towel/tampon/soap dispensers, light fixtures, shower fixtures, metal lockers and plumbing to point of connection with wall/floor.

3.2.2. Replace all sanitary sewer vent pipes behind walls.

3.2.3. Install new shower stall walls with 6” square ceramic tile with uninstalled thickness at least 5/16 inches. Finish will be glazed smooth with low sheen and moderate variation in tone. Tile and grout color will be approved by the COR. The last row will be a 3”x12” universal ceramic trim and accent wall tile. Install tiles from integral base cove to ceiling from the floor.

3.2.4. Install new wall-mounted, porcelain toilets. Color will be white.

3.2.4.1. Flush valves will be stainless steel or chrome in color up-down two-way manual style with antimicrobial handle finish. Existing toilets connect to 1” cold water lines and drain to 4” sewer lines. Contractor shall replace 4” sewer flange nipple between the fixture and the carrier. Replace existing water hammer arrestors, sized per California Building Code Standards.

3.2.4.2. All toilets will be fitted with a white plastic seat that matches the shape of the bowl. Toilets will be commercial made and oval in shape. Clean-outs shall be made flush with the wall and provided with a screw-type cover for easy access.

3.2.4.3. Install new privacy partitions. Toilet partitions will be ceiling mounted and overhead braced. Color will be selected by the COR. Toilet partitions will each have surface-mounted two-roll toilet paper dispensers with an integral shelf above the rolls. Partitions shall include all mounting and securing hardware and should be fully functional following installation.

3.2.5. Install recessed or low profile mounted architectural LED lights to match existing lighting plans. Connect to existing circuit(s). Gypsum board ceilings shall use have Drywall Grid Adaptor for lighting. LED specifications will include 40W, 4000 Lumens – 100LPW, 4000K, 120-277V.

3.2.6. Install large wall mirror on plan right surface of 104 (width = 30”). Location must be approved by the COR.

3.2.7. Install and surface mount new automatic hand dryer sprayed nickel, hand dryer at existing recessed combination paper towel dispenser/waste receptacle.

3.2.7.1. Surface mounting will be require modification to rough wall opening, final product shall not show any open wall spaces. Patchwork must match existing.

3.2.7.2. Contractor will field verify existing electrical circuit will handle new load or additional dedicated circuit will be required.

3.2.8. Install new recessed waste receptacle below new surface mounted hand dryer.

3.2.8.1. Install new liner with every recessed waste receptacle.

3.2.9. Install new commercial Single-Handle shower system. Shower fitting shall be brass construction, self-cleaning showerhead, anti-scald pressure-balancing valve and ADA-approved lever handles.

3.2.10. Install new shower rods and curtain for each shower stall. The Contractor shall use PEVA 8 Gauge weight Eco Friendly Synthetic Plastic-Polyethylene Vinyl Acetate Curtain, Curved Stainless Steel 18 Gauge rod with a 14 gauge stainless steel flange and a cover that snaps over flange to conceal mounting screws.

3.2.11. Install new HVAC ventilation supply/return vent covers.

iii) B901, GAZEBO – INSTALLATION OF NEW LED STRIP AND

SPOTLIGHTS

3.3. The Contractor Shall:

3.3.1. Remove existing Metal Halide light fixtures and replace with (4) 8’ LED Strip Lights affixed to four beams underneath gazebo ceiling. The Government must approve materials prior to installation.

3.3.2. Remove existing spotlights illuminating bbq area and replace with (2) dual headed LED spotlights. The Government must approve materials prior to installation.

3.3.3. Replace (4) existing GFCI receptacles with (4) new GFCI receptacles with in-use covers. The Government must approve materials prior to installation.

3.3.4. Replace existing light switch with new switch and metal switch cover. The Government must approve materials prior to installation

iv) B901, CLEANING AREA - INSTALL (3) NEW CIRCUITS

3.4. The Contractor Shall:

3.4.1. Run conduit and (3) new 20A circuits from electrical room to Cleaning Area. The Government must approve materials prior to installation

3.4.2. Circuits will be housed in a junction box affixed to wall, with installation of receptacles at desired locations (Government will indicate location).

v) B901, SECURITY FORCES OFFICE - ELECTRICAL SUB PANEL

INSTALLATION

3.5. The Contractor Shall:

3.5.1. Run new conduit/wire from panel inside of the electrical room to security office.

Contractor is responsible to notify Government if unforeseen circumstances or impediments to running conduit above ceiling, which could not be seen at time of job walk may result in increased costs.

3.5.2. Sub Panel will be 100A, with (10) 20A circuit breakers. The Government must approve materials prior to installation

3.5.3. Run one circuit from sub panel to drinking fountain in hallway.

vi) B901, ARMORY - INSTALL (4) LED FLOOD LIGHT ON TOP OF

AMORY STRUCTURE

3.6. The Contractor Shall:

3.6.1. From panel at Armory, run conduit up and on top of structure to affix (4) LED

Flood lights. The Government must approve materials prior to installation

3.6.2. LED Flood fixtures will be yolk mounted, allowing for angling of light and optimal coverage where needed. The Government must approve materials prior to installation.

3.7. The Government must approve materials prior to installation.

3.8. Quantities: Quantities are provided to enhance Contractors’ understanding of the magnitude of work required under this bid. Government-provided quantities shall not be used by Contractors in establishing pricing. Contractors are responsible for making their own measurements in determining their bids for work under this project.

3.9. Performance Period: The Contractor has 180 Days from the Notice-to-Proceed (NTP) to complete all work on the project. The NTP will be issued at the Pre-Construction Conference.

4. GENERAL REQUIREMENTS

4.1. Contractor shall attend a Pre-Construction Conference. The Pre-Construction

Conference will generally be scheduled after award. At a minimum, the Contractor shall have their Project Manager and Site Superintendent attend the meeting. The Contractor shall provide the following documents at the Pre-Construction Conference.

4.1.1. Project Construction Schedule

4.1.2. Contract Schedule of Values

4.1.3. Safety Plan

4.1.4. Quality Control Plan

4.2. The Contractor shall provide all tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install, test, and repair facility safety items located at Channel Islands Air National Guard Station, Port Hueneme, California.

4.2.1. Any waste of excess material resulting from any contract requirement shall be removed and disposed of by Contractor at a proper disposal site off Channel Islands Air National Guard Station. Disposal, discharge, deposit, dumping, spilling, leaking, or placing of any materials, wastes, effluents, trash, garbage, oil, grease, paint, chemicals, etc. must be notified to and coordinated with the installation Environmental Office. If any waste material is dumped in unauthorized areas, the Contractor shall remove the material, restore the area to the condition of the adjacent undisturbed site at Contractor’s expense.

4.2.2. The Contractor shall comply with all Air Force, OSHA, and building codes requirements that are abiding by the Federal Government, and State of California.

4.2.3. Any additional work completed by the Contractor without approval by the Contracting Officer Representative shall be at the Contractor expense.

4.2.4. The Contractor shall submit material approval form to the Contracting Officer Representative (COR) within 10 days of contract notice to proceed date. No materials shall be ordered without material approval of the Contracting Officer and the Civil Engineering Contracting Officer Representative.

4.3. GOVERNMENT FURNISHED PROPERTY AND SERVICES. The Government will provide water, sewer and electrical connections. Unsecure outdoor storage area at the base is available and must be requested through the Government Project Manager prior to utilizing. Secured storage is the responsibility of the Contractor.

4.4. QUALITY CONTROL. Contractor shall develop and maintain a quality program to ensure work is performed as described in this Statement of Work and in accordance with all local, State and Federal rules.

4.5. PROGRESS REPORTING. As work progresses, the Contractor will enter the actual progress on the progress report, (NGB Contract Progress Report, AF Form 3065 or similar) and submit to the COR on a weekly basis. Modifications that result in price increases will affect the progress schedule and report. A separate NGB Contract Progress Report (or similar form) is used for each modification since they are normally individual line items and invoicing must be by CLIN to properly distribute funding.

4.6. QUALITY ASSURANCE. The Government will maintain a Quality Assurance Program to ensure work is performed as described in this Statement of Work and in accordance with all local, State, and Federal rules. The Government Project Manager will manage the Government’s QA program.

4.6.1. Periodic inspection of the work in progress will be accomplished by a representative of the Government for the purpose of ensuring the Contractor is conforming to the requirements of the Statement of Work as well as verification of conformance with all safety, environmental, and employment regulations, practices and guidelines.

4.6.2. A one hundred percent (100%) inspection of the finished product will be accomplished. This inspection will be a two-part inspection consisting of a pre-final and a final inspection walkthrough by the Contracting Officer, Contracting Officer Representative, safety, environmental, fire department, security, anti-terrorism officer, user, contract manager and a representative of the associated trades to be inspected.

4.6.3. Upon completion of the pre-final inspection, a pre-final inspection report will be prepared by the COR and forwarded to the Contractor. All discrepancies noted in the pre-final inspection report must be corrected by the Contractor to the satisfaction of the Contracting Officer within 10 days of receipt of the report.

4.6.4. The Contractor will be held accountable for the successful execution of the project in accordance with the contract documents. Failure to meet the requirements of the contract may result in liquidated damages charged to the Contractor at a pre-determined rate.

4.7. HOURS OF OPERATION. The hours of work shall be between 7:00 a.m. and 5:00 p.m.

Monday through Friday unless otherwise prescribed by this Statement of Work. Work shall not be performed on Weekends (except during RSDs) and Federal Holidays without prior coordination from the Project Manager. NOTE: No work shall commence without prior coordination with the Base Facility Manager and the Government Project Manager. Work within each building shall not commence without prior coordination of the applicable building manger, the Contractor, and Government Project Manager.

4.8. The Contractor shall schedule and arrange work with each Building Manager at least five (5) working days before beginning work in each building. The Contractor shall make every effort to minimize the interference and effect on the Government mission.

4.9. PRIOR TO ANY WORK STARTING ON A FACILITY, A MANDATORY WALK

THROUGH SHALL BE SCHEDULED AND ACCOMPLISHED WITH THE

GOVERNMENT PROJECT MANAGER OR CONSTRUCTION INSPECTOR FOR

EXPLANATION AND REQUIREMENTS OF WORK WITHIN EACH BUILDING.

4.10. ANTITERRORISM/OPERATIONS SECURITY/INFORMATION PROTECTION.

This standard language is for Contractor employees with an area of performance within Government controlled installation, facility, or area.

4.10.1. Access and General Protection/Security Policy and Procedures. Base security personnel require that all personnel entering the installation are cleared for access.

The Contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative (COR). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The Contractor will provide first name, last name, driver’s license number and applicable vehicle data for all personnel accessing the base. The Contractor shall submit this information to the COR NLT ten (10) working days prior to the date of required access. The Contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy. Personnel must maintain a valid driver’s license, vehicle registration and proof of insurance at all time while on the base. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

4.10.2. For Contractors that do not require Common Access Card (CAC), but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC- III) and Terrorist Screening Database (TSDB) (AFI 10-245, AFI 31-101 and AFMAN 31-113), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government representative).

4.11. MATERIAL SAFETY DATA SHEETS, AND LABELS. The Contractor shall maintain a copy of the Environmental Protection Agency or State Registered Labels, plus Material Data Sheets for all paints, primers, solvents, inhibitors, or solutions used in connection with this contract; Material Data Sheets are also required for all hazardous materials defined in Federal Standard 313c. Identical back-up copies of these documents shall be given to the Base Safety Officer, Environmental Office, and the Contracting Officer prior to the start of any work.

4.12. TECHNICAL COMPETENCE AND ABILITY. If requested by the Government, the Contractor shall provide proof of technical competence and experience in the area of expertise required by this Statement of Work. The Contractor shall be prepared to submit documents providing proof of successful competence such as training certificate or accreditations from recognized industry leaders. Contractors shall also be prepared to provide proof of successful project experience through references of former clients in related project types.

4.13. DIMENSIONS AND QUANTITY. All dimensions and quantities provided in the Statement of Work are estimates only. They are provided as a courtesy for Contractors to estimate the magnitude of work or materials necessary to complete a task. They are not intended to be final measurements. The Contractor is responsible for verifying all dimensions and quantities in the field prior to starting work.

4.14. WARRANTY. The Contractor shall guarantee all workmanship and materials covered under this Statement of Work for a period of no less than 1 year from the date of project acceptance. This Contractor’s warranty shall be included with any manufacturer’s warranties that accompany materials or systems installed as part of this Statement of Work.

4.15. CONTRACTOR PAYMENT. Contractor shall submit an application and certificate for payment Every 30 days or at the end of the performance period, whichever comes first.

4.15.1. The payment request shall include the following:

4.15.1.1. Contractor’s application for payment

4.15.1.2. Schedule of values

4.15.1.3. Contract progress report

4.15.1.4. Contract progress schedule

5. SUBMITTALS

5.1. All material approval submittals shall be forwarded to the COR and transmitted with an AF Form 3000. When submitting on a finish, texture or other material characteristic where a photograph is unacceptable, the Contractor shall provide a sample of the material for review and approval along with the product cut-sheet.

5.1.1. Architectural

5.1.1.1. Toilet Partitions

5.1.1.2. Composite Lavatory

5.1.1.3. Hand Dryer/Trash receptacle

5.1.1.4. Paint

5.1.1.5. Quartz Flooring

5.1.1.6. Tile

5.1.1.7. Metal Lockers

5.1.1.8. Benches

5.1.1.9. Drywall/Gypsum

5.1.1.10. Metal Studs

5.1.1.11. 36” Door

5.1.1.12. Door Hardware

5.1.2. Electrical

5.1.2.1. Wall mounted Fluorescent fixtures

5.1.2.2. Flush mounted fluorescent fixtures

5.1.2.3. Motion Sensor Switch/Wall switch/Outlet Plates

5.1.2.4. Smoke Detectors

5.1.2.5. LED Strip Lights

5.1.2.6. Dual headed LED spotlights

5.1.2.7. GFCI receptacles

5.1.2.8. Light switch w/metal cover

5.1.2.9. 20A Breakers

5.1.2.10. Electrical junction box

5.1.2.11. 100A Sub-Panel

5.1.2.12. LED Flood lights

5.1.3. Mechanical

5.1.3.1. Shop Drawings as required

5.1.3.2. Urinals

5.1.3.3. Water Closet w/seat

5.1.3.4. Shower fixtures

5.1.3.5. Lavatory Faucet

5.1.3.6. Temporary Bathroom Trailer

6. CLOSEOUT DOCUMENTATION

6.1. 10% Retainage will be released upon receipt of the following items:

6.1.1. Contractor workmanship letter of warranty up to one year.

6.1.2. Letter of Warranty.

6.1.3. Beneficial occupancy/usable completion date (if applicable).

6.1.4. Operating Tests performed and witnessed.

6.1.5. Pre-Final/Final inspections and completion of punchlist.

6.1.6. Training Sessions scheduled and user notified.

6.1.7. Certificates of no debts to suppliers and vendors.

6.1.8. As-Built Documentation (as needed) and O&M Documentation.

6.1.9. Electronic pictures showing the area before and after repair.

6.1.10. Recycling or Landfill proof of disposition document (if available).

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

WAGE DETERMINATION

"General Decision Number: CA20220015 09/02/2022

Superseded General Decision Number: CA20210015

State: California

Construction Types: Building, Heavy (Heavy and Dredging) and Highway

County: Ventura County in California.

BUILDING, DREDGING (does not incldue hopper dredge work), HEAVY (does not include water well drilling), AND HIGHWAY

CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $15.00 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2022. | |If the contract was awarded on|. Executive Order 13658 | |or between January 1, 2015 and| generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $11.25 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all | | | hours spent performing on | | | that contract in 2022. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at https://www.dol.gov/agencies/whd/government-contracts.

Modification Number Publication Date 0 01/07/2022 1 01/14/2022 2 01/28/2022 3 02/25/2022 4 04/01/2022 5 04/29/2022 6 08/05/2022 7 08/12/2022 8 08/19/2022 9 09/02/2022

ASBE0005-002 09/01/2021

Rates Fringes

Asbestos Workers/Insulator (Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems).....$ 47.25 24.45 Fire Stop Technician (Application of Firestopping Materials for wall openings and penetrations in walls, floors, ceilings and curtain walls)...........................$ 32.09 19.66

ASBE0005-004 07/05/2021

Rates Fringes

Asbestos Removal worker/hazardous material handler (Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials from mechanical systems, whether they contain asbestos or not)....$ 22.40 13.07

BOIL0092-003 01/01/2021

Rates Fringes

BOILERMAKER......................$ 46.03 38.81

* BRCA0004-012 05/01/2020

Rates Fringes

BRICKLAYER; MARBLE SETTER........$ 41.39 18.81

*The wage scale for prevailing wage projects performed in Blythe, China lake, Death Valley, Fort Irwin, Twenty-Nine Palms, Needles and 1-15 corridor (Barstow to the Nevada State Line) will be Three Dollars ($3.00) above the standard San Bernardino/Riverside County hourly wage rate

BRCA0018-004 06/01/2021

Rates Fringes

MARBLE FINISHER..................$ 35.90 14.11

TILE FINISHER....................$ 30.47 12.52

TILE LAYER.......................$ 43.09 18.31

BRCA0018-010 09/01/2021

Rates Fringes

TERRAZZO FINISHER................$ 35.43 14.10

TERRAZZO WORKER/SETTER...........$ 43.61 14.63

CARP0213-001 07/01/2021

Rates Fringes

CARPENTER

(1) Carpenter, Cabinet Installer, Insulation Installer, Hardwood Floor Worker and acoustical installer...................$ 51.60 16.28

(2) Millwright..............$ 52.10 16.48

(3) Piledrivermen/Derrick Bargeman, Bridge or Dock Carpenter, Heavy Framer, Rock Bargeman or Scowman, Rockslinger, Shingler (Commercial)................$ 51.73 16.28

(4) Pneumatic Nailer, Power Stapler...............$ 51.85 16.28

(5) Sawfiler...............$ 51.69 16.28

(6) Scaffold Builder.......$ 42.80 16.28

(7) Table Power Saw Operator....................$ 51.70 16.28

FOOTNOTE: Work of forming in the construction of open cut sewers or storm drains, on operations in which horizontal lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged trench against which concrete is poured, namely, as a substitute for back forms (which work is performed by piledrivers): $0.13 per hour additional.

CARP0213-002 07/01/2021

Rates Fringes

Diver

(1) Wet.....................$ 834.40 16.28

(2) Standby.................$ 445.84 16.28

(3) Tender..................$ 437.84 16.28

(4) Assistant Tender........$ 413.84 16.28

Amounts in ""Rates' column are per day

CARP0213-004 07/01/2021

Drywall

DRYWALL INSTALLER/LATHER....$ 51.60 16.28

STOCKER/SCRAPPER............$ 22.16 8.62

CARP0721-001 07/01/2021

Rates Fringes

Modular Furniture Installer......$ 21.85 7.15

ELEC0952-001 07/25/2022

Rates Fringes

Electricians: (All work within 32 road miles from the nearest base point) Cable Splicer...............$ 49.23 29.75 Electrician Transportation Systems Technician Journeyman Wireman - Street Lighting & Traffic Signals..........$ 44.75 29.61 Transportation Systems Technician - Street Lighting & Traffic Signals..$ 33.56 29.28

ALL WORK MORE THAN 32 ROAD MILES FROM NEAREST BASE POINT:

Add $5.00 to the basic hourly rate. BASE POINTS: the main Post Office in the cities of Camarillo, Oak View, Oxnard, Santa Paula and Ventura.

ELEC0952-003 12/27/2021

COMMUNICATIONS AND SYSTEMS WORK

Rates Fringes

Communications System Installer...................$ 42.17 15.55 Technician..................$ 30.10 12.78

SCOPE OF WORK:

Installation, testing, service and maintenance of systems utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms, fire alarm (see last paragraph below) and low voltage master clock systems in commercial buildings.

Communication Systems that transmit or receive information and/or control systems that are intrinsic to the above listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function;

excluding all other data systems or multiple systems which include control function or power supply; excluding installation of raceway systems, conduit systems, line voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test Station. Fire alarm work shall be performed at the current inside wireman total cost package.

ELEV0018-001 01/01/2022

Rates Fringes

ELEVATOR MECHANIC................$ 61.34 36.885+a+b

FOOTNOTE:

a. PAID VACATION: Employer contributes 8% of regular hourly rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service.

b. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

ENGI0012-003 07/01/2020

Rates Fringes

OPERATOR: Power Equipment (All Other Work)

GROUP 1....................$ 48.25 27.20

GROUP 2....................$ 49.03 27.20

GROUP 3....................$ 49.32 27.20

GROUP 4....................$ 50.81 27.20

GROUP 5....................$ 48.96 25.25

GROUP 6....................$ 51.03 27.20

GROUP 8....................$ 51.14 27.20

GROUP 9....................$ 49.29 25.25

GROUP 10....................$ 51.26 27.20

GROUP 11....................$ 49.41 25.25

GROUP 12....................$ 51.43 27.20

GROUP 13....................$ 51.53 27.20

GROUP 14....................$ 51.56 27.20

GROUP 15....................$ 51.64 27.20

GROUP 16....................$ 51.76 27.20

GROUP 17....................$ 51.93 27.20

GROUP 18....................$ 52.03 27.20

GROUP 19....................$ 52.14 27.20

GROUP 20....................$ 52.26 27.20

GROUP 21....................$ 52.43 27.20

GROUP 22....................$ 52.53 27.20

GROUP 23....................$ 52.64 27.20

GROUP 24....................$ 52.76 27.20

GROUP 25....................$ 52.93 27.20

OPERATOR: Power Equipment (Cranes, Piledriving & Hoisting)

GROUP 1....................$ 49.60 27.20

GROUP 2....................$ 50.38 27.20

GROUP 3....................$ 50.67 27.20

GROUP 4....................$ 50.81 27.20

GROUP 5....................$ 51.03 27.20

GROUP 6....................$ 51.14 27.20

GROUP 7....................$ 51.26 27.20

GROUP 8....................$ 51.43 27.20

GROUP 9....................$ 51.60 27.20

GROUP 10....................$ 52.60 27.20

GROUP 11....................$ 53.60 27.20

GROUP 12....................$ 54.60 27.20

GROUP 13....................$ 55.60 27.20

OPERATOR: Power Equipment (Tunnel Work)

GROUP 1....................$ 50.10 27.20

GROUP 2....................$ 50.88 27.20

GROUP 3....................$ 51.17 27.20

GROUP 4....................$ 51.31 27.20

GROUP 5....................$ 51.53 27.20

GROUP 6....................$ 51.64 27.20

GROUP 7....................$ 51.76 27.20

PREMIUM PAY:

$3.75 per hour shall be paid on all Power Equipment Operator work on the followng Military Bases: China Lake Naval Reserve, Vandenberg AFB, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics Base Yermo, Edwards AFB, 29 Palms Marine Base and Camp Pendleton

Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer and compressor operator on gunite work shall be classified as a concrete mobile mixer operator.

SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch Witch, with seat or similar type equipment; Elevator operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons;

Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman

GROUP 2: Asphalt-rubber plant operator (nurse tank operator);

Concrete mixer operator-skip type; Conveyor operator;

Fireman; Forklift operator (includes loed, lull or similar types over 5 tons; Hydrostatic pump operator; oiler crusher

(asphalt or concrete plant); Petromat laydown machine; PJU side dum jack; Screening and conveyor machine operator (or similar types); Skiploader (wheel type up to 3/4 yd.

without attachment); Tar pot fireman; Temporary heating plant operator; Trenching machine oiler

GROUP 3: Asphalt-rubber blend operator; Bobcat or similar type (Skid steer); Equipment greaser (rack); Ford Ferguson (with dragtype attachments); Helicopter radioman (ground);

Stationary pipe wrapping and cleaning machine operator

GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or similar type); Boring machine operator; Boxman or mixerman (asphalt or concrete); Chip spreading machine operator;

Concrete cleaning decontamination machine operator;

Concrete Pump Operator (small portable); Drilling machine operator, small auger types (Texoma super economatic or similar types - Hughes 100 or 200 or similar types -drilling depth of 30' maximum); Equipment greaser (grease truck); Guard rail post driver operator; Highline cableway signalman; Hydra-hammer-aero stomper; Micro Tunneling (above ground tunnel); Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting); Screed operator (asphalt or concrete); Trenching machine operator (up to 6 ft.); Vacuum or much truck

GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).

GROUP 6: Articulating material hauler; Asphalt plant engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type); Concrete planer operator; Dandy digger; Deck engine operator;

Derrickman (oilfield type); Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types

- Watson 1000 auger or similar types - Texoma 330, 500 or 600 auger or similar types - drilling depth of 45' maximum); Drilling machine operator; Hydrographic seeder machine operator (straw, pulp or seed), Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt); Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar); Micro tunnel system (below ground); Pavement breaker operator (truck mounted);

Road oil mixing machine operator; Roller operator (asphalt or finish), rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck); Self-propelled tar pipelining machine operator; Skiploader operator (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds.); Slip form pump operator (power driven hydraulic lifting device for concrete forms);

Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and including D-5 and similar types); Tugger hoist operator (1 drum); Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator

GROUP 8: Asphalt or concrete spreading operator (tamping or finishing); Asphalt paving machine operator (Barber Greene or similar type); Asphalt-rubber distribution operator;

Backhoe operator (up to and including 3/4 yd.), small ford, Case or similar; Cast-in-place pipe laying machine operator; Combination mixer and compressor operator (gunite work); Compactor operator (self-propelled); Concrete mixer operator (paving); Crushing plant operator; Drill Doctor;

Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger or similar types - Texoma 700, 800 auger or similar types -drilling depth of 60' maximum); Elevating grader operator;

Grade checker; Gradall operator; Grouting machine operator;

Heavy-duty repairman; Heavy equipment robotics operator;

Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or similar type; Loader operator (Athey, Euclid, Sierra and similar types); Mobark Chipper or similar; Ozzie padder or similar types; P.C. slot saw; Pneumatic concrete placing machine operator (Hackley-Presswell or similar type);

Pumpcrete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type); Rubber-tired earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds. up to and including 50 cu.

yds. struck); Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck);

Rubber-tired scraper operator (self-loading paddle wheel type-John Deere, 1040 and similar single unit); Self-propelled curb and gutter machine operator; Shuttle buggy;

Skiploader operator (crawler and wheel type over 1-1/2 yds.

up to and including 6-1/2 yds.); Soil remediation plant operator; Surface heaters and planer operator; Tractor compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or similar-bulldozer, tamper, scraper and push tractor single engine); Tractor operator (boom attachments), Traveling pipe wrapping, cleaning and bendng machine operator;

Trenching machine operator (over 6 ft. depth capacity, manufacturer's rating); trenching Machine with Road Miner attachment (over 6 ft depth capacity): Ultra high pressure waterjet cutting tool system mechanic; Water pull (compaction) operator

GROUP 9: Heavy Duty Repairman

GROUP 10: Drilling machine operator, Bucket or auger types (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar types-drilling depth of 105' maximum); Dual drum mixer, dynamic compactor LDC350 (or similar types); Monorail locomotive operator (diesel, gas or electric); Motor patrol-blade operator (single engine); Multiple engine tractor operator (Euclid and similar type-except Quad 9 cat.); Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator;

Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck); Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar and similar over 25 yds. and up to 50 yds. struck), Tower crane repairman; Tractor loader operator (crawler and wheel type over 6-1/2 yds.); Woods mixer operator (and similar Pugmill equipment)

GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - Certified.

GROUP 12: Auto grader operator; Automatic slip form operator;

Drilling machine operator, bucket or auger types (Calweld, auger 200 CA or similar types - Watson, auger 6000 or similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175' maximum); Hoe ram or similar with compressor; Mass excavator operator less tha 750 cu.

yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine);

Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar and similar type, over 50 cu. yds. struck); Rubber-tired self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units)

GROUP 13: Rubber-tired earth-moving equipment operator operating equipment with push-pull system (single engine, up to and including 25 yds. struck)

GROUP 14: Canal liner operator; Canal trimmer operator;

Remote- control earth-moving equipment operator (operating a second piece of equipment: $1.00 per hour additional);

Wheel excavator operator (over 750 cu. yds.)

GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with…