W50S7523Q0001_Rpr_Taxiway_Asphalt_Solicitation_Amendment_01.pdf

DJCF232301

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 update the statement of w ork.

See Summary of Changes.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 9

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

16C. DATE SIGNED

BY 21-Feb-2023

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 W50S7523Q0001

X 9B. DATED (SEE ITEM 11)

21-Feb-2023

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 is extended, X 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

21-Feb-2023

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:

W50S7523Q0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

The required performance has changed from The purpose of this project is to "Repair Taxiway Asphalt" in accordance with Statement of Work dated 13 December 2022.In accordance with FAR 36.204(c) Magnitude of Construction Projects, the price range of this project is anticipated to be between $100,000 and $250,000.This requirement is being solicited 100% small business set-aside. The NAICS code for this acquisition is 237310 and the Small Business size standard is $39,500,000.00.Funds are not presently available for this contract. Currently, the Government anticipates funds will become available prior to but no later than midnight 30 Sep 2023. This action has been identified on the National Guard priority list for award if funds become available and the prices received are within an awardable range. to The purpose of this project is to "Repair Taxiway Asphalt" in accordance with Statement of Work dated 21 December 2022.In accordance with FAR 36.204(c) Magnitude of Construction Projects, the price range of this project is anticipated to be between $100,000 and $250,000.This requirement is being solicited 100% small business set-aside. The NAICS code for this acquisition is 237310 and the Small Business size standard is $39,500,000.00.Funds are not presently available for this contract. Currently, the Government anticipates funds will become available prior to but no later than midnight 30 Sep 2023. This action has been identified on the National Guard priority list for award if funds become available and the prices received are within an awardable range..

CLIN 0001

The CLIN extended description has changed from:

Provide all labor, tools, new materials, transportation, equipment, appliances, supplies, services, permits, insurance, and supervision necessary to conduct requirements of Project Number DJCF232301, "Repair Taxiway Asphalt" at Channel Islands Air National Guard Station, Port Hueneme, CA in accordance with the attached Statement of Work (SOW) dated 13 Dec 2022.

To:

Provide all labor, tools, new materials, transportation, equipment, appliances, supplies, services, permits, insurance, and supervision necessary to conduct requirements of Project Number DJCF232301, "Repair Taxiway Asphalt" at Channel Islands Air National Guard Station, Port Hueneme, CA in accordance with the attached Statement of Work (SOW) dated 21 Dec 2022.

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

STATEMENT OF WORK

STATEMENT OF WORK

Repair Taxiway Asphalt

PROJECT NO.: DJCF232301

21 December 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 re-surface existing portions of the airfield taxiway asphalt via micro surfacing on Channel Islands ANG Station, CA. Areas of focus are portions of the taxiway where thermoplastic taxiway centerlines, taxiway edge lines, VFR hold position markings, and CMA boundary markings exist or had been recently removed.

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

Taxiway Asphalt.” 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 Unified Facilities Criteria. 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

3.1. The Contractor shall:

3.1.1. Apply approximately 195,000 square feet (21,667 square yards) of airfield rated polymer-modified asphalt binder (micro-surfacing) over the existing asphalt surfaced airfield taxiway identified in Attachment 1. The micro-surface material and application shall be in accordance with UFC 3-270-01-2018, Change 1, Chapter 8.

The material and application shall be capable of supporting military aircraft with a maximum gross load of up to 585,000 lbs.

3.1.1.1. Micro-surfacing shall fill all voids/depressions and distresses in the asphalt, to include distresses along the taxiway center line, edge lines, VFR/CMA boundary lines as indicated in Attachment 2, in order to provide a surface smoothness and transitional surface in accordance with UFC 3-260-02 and UFGS 32 12 15.13 that protects from and removes the potential for Foreign Objects and Debris (FOD) and raveling.

3.1.1.2. Surface preparation: Prior to application, surfaces shall be cleaned, prepared, dried, and any loose debris removed in accordance with manufacturer specifications and recommendations and Section 8-3.1 of UFC 3-270-01-2018.

Prime/tack coat application shall be in accordance with micro-surface manufacturer specifications and UFC 3-270-01-2018.

3.1.1.3. Aggregate: Aggregate shall be clean, angular, durable, and well-graded. Use either Type II or Type III gradation per UFC 3-270-01-2018, Section 8-2.2 and Table 8-1.

3.1.1.4. All transportation, storage, application, and disposal of material shall be in accordance with manufacturer specifications and recommendations.

Application shall be in a neat and clean manner with no spillage outside of the boundaries identified to be coated.

3.1.1.5. Environmental considerations: All material shall be approved by the Base

Environmental Office and be in accordance with all local, State, and Federal regulations and compliance requirements.

3.2. The Government must approve all materials and execution plans prior to implementation.

3.3. References: The Contractor shall comply with the must current version of the following codes and standards:

3.3.1. UFC 3-260-02: Pavement Design For Airfields

3.3.2. UFC 3-270-01-2018_Change 1: O&M Manual - Asphalt And Concrete Pavement

Maintenance And Repair

3.3.3. UFGS 32 12 15.13: Asphalt Paving for Airfields

3.3.4. AFM 88-6, C9: Bituminous Pavements Standard Practice

3.4. Performance Period: The Contractor has 14 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. The Contractor shall attend a Pre-Construction Conference that will be scheduled after award. At a minimum, the Contractor shall have the 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 labor, tools, materials, equipment, transportation, removal of debris and trash, supervision, and management (except as specified as Government Furnished) necessary to install/repair and test the requirements identified in the Statement of Work as 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 code 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 (COR) shall be at the Contractor expense.

4.2.4. The Contractor shall submit material approval form to the COR within 10 days of contract NTP date. No materials shall be ordered without material approval of the Contracting Officer and the COR.

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 COR prior to utilizing. Secured storage is the responsibility of the Contractor.

4.4. QUALITY CONTROL. Contractor shall develop and maintain a quality control 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. For modifications that result in price increases and 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 COR. NOTE: No work shall commence without prior coordination with the Base Facility Manager and the COR. Work within each project location shall not commence without prior coordination of the applicable building manger, the Contractor, and COR.

4.8. The Contractor shall schedule and arrange work with each Building Manager or end user representative at least five (5) working days before beginning work in each building or project location. 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 OR SITE LOCATION, A

MANDATORY WALK THROUGH SHALL BE SCHEDULED AND

ACCOMPLISHED WITH THE COR OR CONSTRUCTION INSPECTOR FOR

EXPLANATION AND REQUIREMENTS OF WORK WITHIN EACH BUILDING OR

SITE LOCATION.

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. Materials

5.1.1.1. Asphalt mix design

5.1.1.2. Tack coat

5.1.2. Testing

5.1.2.1. Asphalt compaction test results

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).

(End of Summary of Changes)