Solicitation W912GY-21-Q-0012 Final.pdf

SEE ADDENDUM

(No Collect Calls)

W912GY21Q0012 12-Aug-2021

b. TELEPHONE NUMBER

530-827-4826

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 10 Sep 2021

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912GY9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

RHONDA LONG

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

SIERRA ARMY DEPOT

CONTRACTING OFFICE

74 C STREET BUILDING 60

HERLONG CA 96113

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W62G2W 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

DIRECTORATE OF BASE SUPPORT

75 C STREET

SIERRA ARMY DEPOT

HERLONG CA 96113

TEL: FAX:

530-827-4722FAX:

TEL: 530-827-5126 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

327992

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF102

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912GY21Q0012

Section SF 1449 - CONTINUATION SHEET

NOTICE TO OFFEROR

1. This solicitation, W912GY‐21‐Q‐0012, is for Aggregate of Various Sizes, Railroad Ballast, and Hot Mix Asphalt located at Sierra Army Depot (SIAD).

2. This solicitation will be based on 100% Small Business set aside, which will result in a five year Indefinite Delivery Indefinite Quantity (IDIQ) contract with Firm Fixed Price (FFP) line items. The award will be for contractor/awardee to furnish aggregate base rock of various sizes and other materials to be delivered to several locations at SIAD.

3. The Statement of Work (SOW) found below defines all requirements for Aggregate of Various Sizes, Railroad Ballast, and Hot Mix Asphalt.

4. Price and Past Performance will be evaluated on an equal basis.

5. The Government anticipates that it will award a single contract.

6. Performance will be authorized through the issuance of delivery orders at the prices set for each Ordering period.

7. Period of Performance for this requirement will be 18 October 2021 to 17 October 2026 (estimated). Note: The price applicable to an individual order is the price for the contract year in which the order is issued.

8. The Basic Contract Ordering Periods are:

Base Year = 18 October 2021 through 17 October 2022 (estimated) Ordering Year 1 = 18 October 2022 through 17 October 2023 (estimated) Ordering Year 2 = 18 October 2023 through 17 October 2024 (estimated) Ordering Year 3 = 18 October 2024 through 17 October 2025 (estimated) Ordering Year 4 = 18 October 2025 through 17 October 2026 (estimated)

9. A responsive quote to this solicitation consists of:

a) Fully completed solicitation (SF 1449) (minus CLIN Pricing‐See item b below) with all clause fill‐ins completed.

b) Fully completed Quote Sheet (See Attachment 1).

c) Fully completed Past Performance Questionnaires (at least three completed questionnaires are required but no more than 5 may be submitted) (See Attachment 2).

Quotes that do not include the above will not be considered for award.

PAST PERFORMANCE QUESTIONNAIRE

PAST PERFORMANCE QUESTIONNAIRE INSTRUCTIONS

The information obtained from the Past Performance Questionnaire (Attachment 2) will be utilized to evaluate the past and present performance of offerors submitting quotes in response to W912GY-21-Q-0012 – Sierra Army Depot (SIAD) for delivery of aggregate of various sizes (¾” base rock, 1½” base rock, 3” base rock, 6” base rock, 3/8” washed pea gravel, 3/8” washed chip rock), railroad ballast #4 AREMA 2” x 3”, and hot mix asphalt. The information you provide will be instrumental in allowing the Government to evaluate how well the contractor performed under your contract(s).

a. Please complete all sections of the attached questionnaire. Include your name and title, organizational address, e-mail address, telephone and fax number.

b. Include the contractor’s name and address, the title and/or description of the type of work performed, the award number, the value of the contract (including options), the award and completion date of the project and the type of award/solicitation.

c. Use the rating scale found on the bottom left corner of the questionnaire to rate each performance element.

d. Comments are encouraged and would be appreciated. The last page may be used if additional space is needed for comments. Clear handwritten responses are sufficient.

Due to time constraints, it is important that the questionnaire be completed and returned by the date proposal is due September 10, 2021. Please submit in writing via email your response to the Contract Specialist Rhonda Long, email rhonda.a.long.civ@mail.mil

Instructions - The Offeror must submit at least three (3), but not more than five (5) references. It is the responsibility of the Contractor to send the questionnaires to their customers and to ensure that they are received on time. Failure to submit questionnaires may result in no responsiveness and quote will not be evaluated and considered for award.

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 30,000 Net Ton (2,000

LB).

Aggregate Base Rock 3/4 inch

FFP

Ordering Year 1. Aggregate ¾ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

FOB: Destination

PSC CD: 5610

MAX

NET AMT

UNIT UNIT PRICE MAX AMOUNT

0002 40,000 Net Ton

Aggregate Base Rock 1 1/2 inch

Ordering Year 1. Aggregate 1½ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0003 45,000 Net Ton

Aggregate Base Rock 3 inch

Ordering Year 1. Aggregate 3 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0004 4,000 Net Ton

Aggregate Base Rock 6 inch

Ordering Year 1. Aggregate 6 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0005 50 Net Ton

Aggregate Washed Pea Gravel 3/8 inch

Ordering Year 1. Aggregate 3/8 inch Washed Pea Gravel per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0006 50 Net Ton

Aggregate Washed Chip Rock 3/8 inch

Ordering Year 1. Aggregate 3/8 inch Washed Chip Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0007 50 Net Ton

Railroad Ballast 2 inch X 3 inch

Ordering Year 1. Railroad Ballast #4 AREMA 2 inch x 3 inch per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

0008 10,000 Net Ton

Hot Mix Asphalt

Ordering Year 1. Hot Mix Asphalt per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable.

Period of Performance 18 OCT 2021 through 17 OCT 2022. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1001 30,000 Net Ton

Ordering Year 2. Aggregate ¾ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1002 40,000 Net Ton

Ordering Year 2. Aggregate 1½ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1003 45,000 Net Ton

Ordering Year 2. Aggregate 3 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1004 4,000 Net Ton

Ordering Year 2. Aggregate 6 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1005 50 Net Ton

Ordering Year 2. Aggregate 3/8 inch Washed Pea Gravel per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1006 50 Net Ton

Ordering Year 2. Aggregate 3/8 inch Washed Chip Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1007 50 Net Ton

Ordering Year 2. Railroad Ballast #4 AREMA 2 inch x 3 inch per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

1008 10,000 Net Ton

Ordering Year 2. Hot Mix Asphalt per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable.

Period of Performance 18 OCT 2022 through 17 OCT 2023. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2001 30,000 Net Ton

Ordering Year 3. Aggregate ¾ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2002 40,000 Net Ton

Ordering Year 3. Aggregate 1½ inch Base Rock per the Statement of Work.

This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2003 45,000 Net Ton

Ordering Year 3. Aggregate 3 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2004 4,000 Net Ton

Ordering Year 3. Aggregate 6 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2005 50 Net Ton

Ordering Year 3. Aggregate 3/8 inch Washed Pea Gravel per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024.

No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2006 50 Net Ton

Ordering Year 3. Aggregate 3/8 inch Washed Chip Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024.

No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2007 50 Net Ton

Ordering Year 3. Railroad Ballast #4 AREMA 2 inch x 3 inch per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

2008 10,000 Net Ton

Ordering Year 3. Hot Mix Asphalt per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable.

Period of Performance 18 OCT 2023 through 17 OCT 2024. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3001 30,000 Net Ton

Ordering Year 4. Aggregate ¾ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3002 40,000 Net Ton

Ordering Year 4. Aggregate 1½ inch Base Rock per the Statement of Work.

This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3003 45,000 Net Ton

Ordering Year 4. Aggregate 3 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3004 4,000 Net Ton

Ordering Year 4. Aggregate 6 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3005 50 Net Ton

Ordering Year 4. Aggregate 3/8 inch Washed Pea Gravel per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3006 50 Net Ton

Ordering Year 4. Aggregate 3/8 inch Washed Chip Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3007 50 Net Ton

Ordering Year 4. Railroad Ballast #4 AREMA 2 inch x 3 inch per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

3008 10,000 Net Ton

Ordering Year 4. Hot Mix Asphalt per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable.

Period of Performance 18 OCT 2024 through 17 OCT 2025. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4001 30,000 Net Ton

Ordering Year 5. Aggregate ¾ inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4002 40,000 Net Ton

Ordering Year 5. Aggregate 1½ inch Base Rock per the Statement of Work.

This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4003 45,000 Net Ton

Ordering Year 5. Aggregate 3 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4004 4,000 Net Ton

Ordering Year 5. Aggregate 6 inch Base Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4005 50 Net Ton

Ordering Year 5. Aggregate 3/8 inch Washed Pea Gravel per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4006 50 Net Ton

Ordering Year 5. Aggregate 3/8 inch Washed Chip Rock per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4007 50 Net Ton

Ordering Year 5. Railroad Ballast #4 AREMA 2 inch x 3 inch per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable. Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract.

Monetary amounts shall be obligated by the issuance of ORDERS only.

UNIT UNIT PRICE MAX AMOUNT

4008 10,000 Net Ton

Ordering Year 5. Hot Mix Asphalt per the Statement of Work. This is a Firm Fixed Price CLIN to include all third party testing in the unit price as applicable.

Period of Performance 18 OCT 2025 through 17 OCT 2026. No monetary amount shall be obligated by the award of the contract. Monetary amounts shall be obligated by the issuance of ORDERS only.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

9001 1 Lot

CONTRACT DATA REQUIREMENT LIST - PLAN

FFP

Contractor shall provide DELIVERY SCHEDULE/PLAN weekly based on the quantities delivered per SOW 1.6.1. This CDRL is NOT SEPARATELY PRICED, please do not provide a price for this CLIN.

9002 1 Lot

CONTRACT DATA REQUIREMENT LIST - TEST

FFP

Contractor shall provide SIEVE ANALYSIS/PLASTICITY TESTING AND LABORATORY REPORT by third party testing every 7,500 tons delivered per SOW 1.6.2 and 3.1. This CDRL is NOT SEPARATELY PRICED, please do not provide a price for this CLIN.

9003 1 Lot

CONTRACT DATA REQUIREMENT LIST - PLAN

FFP

Contractor shall provide SAFETY PLAN within 7 days of award per SOW 1.13.1.

This CDRL is NOT SEPARATELY PRICED, please do not provide a price for this CLIN.

9004 1 Lot

CONTRACT DATA REQUIREMENT LIST - REPORT

FFP

Contractor shall provide WEEKLY PROJECT REPORT per SOW 4.1. This CDRL is NOT SEPARATELY PRICED, please do not provide a price for this

CLIN.

9005 1 Lot

CONTRACT DATA REQUIREMENT LIST-INSURANCE

FFP

Contractor shall provide CERTIFICATES OF GENERAL LIABILITY AND WORKERS COMPENSATION INSURANCE per SOW 1.25. This CDRL is NOT SEPARATELY PRICED, please do not provide a price for this CLIN.

STATEMENT OF WORK

STATEMENT OF WORK

Aggregate of Various Sizes, Railroad Ballast, and Hot Mix Asphalt

11 August 2021

1.0 PART I – GENERAL:

GENERAL: This shall be an Indefinite Delivery, Indefinite Quantity (IDIQ) contract to deliver aggregate of various sizes, railroad ballast, and hot mix asphalt to several locations at SIAD. The contractor shall provide all labor, materials, equipment and supervision necessary to deliver the items listed below at SIERRA ARMY DEPOT (SIAD), Herlong, CA 96113. The products delivered under this contract shall be in accordance with the terms, conditions and specifications stated herein. Government employees shall not supervise or have influence over the contractor employees in the execution of this statement of work. All materials shall be delivered in bottom dumps unless otherwise specified prior to delivery by the Contracting Officer. Delivery locations are 7-10 miles from any entrance to Sierra Army Depot.

1.1 Minimum Requirements: All product delivered shall be within these specifications and in accordance with all Federal, State and local regulations and industry standards.

1.1.1 Location: Sierra Army Depot, Herlong, CA 96113-5000

1.1.2 Delivery locations are 7-10 miles from any entrance to Sierra Army Depot.

1.2 Scope of Work Items: Contractor shall furnish and deliver the following:

1.2.1 Hot-Mix Asphalt Material.

1.2.2 Class 2 road base aggregates: ¾ inch, 1 ½ inch, and 3 inch.

1.2.3 6 inch unwashed drain rock.

1.2.4 2 inch by 3 inch rail road ballast.

1.2.5 3/8 inch washed pea gravel.

1.2.6 3/8 inch washed chip rock.

1.2.7 Reserved.

1.2.8 Price shall include all testing, trucking time, to include travel time and standby time once on the Depot.

1.2.9 All minimum tonnage listed below is for the life of this contract. There are no yearly minimum orders.

1.2.10 Reserved.

1.3 Contractor will supply all labor and materials. Contractor shall commence deliveries within ten (10) days after receiving a delivery order and shall continue until completed unless otherwise stated per this Contract.

1.4 Applicable Documents & Acronyms:

1.4.1 SIAD Regulation 420-7 (Fire Prevention and Protection).

1.4.2 COE regulation 385-1-1 (Safety) and CESPK PAM 415-1-2 Construction Control Manual, Sampling & Testing Construction Materials.

1.4.3 All local, state and federal laws, codes and regulations.

1.4.4 UFC 3-600-01, 4-010-01 & & 3-420-01 Codes.

1.4.5 NFPA Fire Codes.

AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation ASTM American Society for Testing and Materials CCE Contracting Center of Excellence CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer’s Representative COTS Commercial-Off-the-Shelf DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Contract Security Requirement List

DFARS Defense Federal Acquisition Regulation Supplement DOD Department of Defense FAR Federal Acquisition Regulation IDIQ Indefinite Delivery, Indefinite Quantity KO Contracting Officer OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) ODC Other Direct Costs POC Point of Contact PRS Performance Requirements Summary QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Program SIAD Sierra Army Depot SOW Statement of Work TE Technical Exhibit

1.5 Material Approval: All materials shall be approved by the Technical POC prior to delivery. Samples and /or laboratory reports shall be the basis of approval of specific sources or stockpiles of aggregates. Sieve and Plasticity testing will be performed every 7,500 tons delivered. Testing shall be completed by a third party.

1.6 Submittals:

1.6.1 Timeline Plan: Complete delivery schedule/plan. The plan shall be updated weekly based on quantities delivered and a copy presented to the Technical POC.

1.6.2 Sieve Analysis: Contractor shall present Sieve analysis by third party testing to the Technical POC prior to deliveries.

1.7 Pre-Commencement Meeting: Prior to the commencement of work, a meeting will be held with the Contractor and the Government Representatives to discuss matters of mutual interest concerning the contract. General conditions, work schedules, security, safety, depot siren, operations during lightning/thunderstorm, character of work, housekeeping and clean-up, days of work, fire prevention, smoking areas, accidents, local rules and regulations, delays, quality assurance, inspections, hazardous waste, debris disposal and other matters pertinent to work accomplishments will be discussed at this time. At this time the Contractor shall submit their Safety and Quality assurance plans, forecasted Gantt chart time line plan and other submittals.

1.8 Drawings: N/A.

1.9 Point of Contact (POC): The Technical Point of Contact (TPOC) for this action will be Mr. Douglas Vittitow (530) 827-4758, email: douglas.r.vittitow.civ@mail.mil.

Deliveries will be verified by designated Government official via bill of lading and weight tickets.

1.10 Work Coordination: All deliveries shall be coordinated with the TPOC.

1.11 Work Commencement: Contractor shall commence deliveries within 10 days, after receiving a written delivery order and shall continue until completed. This may change for the convenience of the Government and after notification to the Contractor.

1.12 Smoking Areas: Smoking will be permitted only at locations designated by the

TPOC.

1.13 Safety:

1.13.1 Regulations: All installation safety regulations shall be followed. Contractor shall submit a Safety Plan within 7 days of award.

1.13.2 Signage: None required.

1.13.3 Work Area Closures: The work areas shall be closed off to unauthorized personnel.

1.13.4 Accidents: All accidents shall be reported to the Safety Office through the TPOC. This is to be accomplished within the same shift, preferably as soon after the accident as is practical. An Occupational Safety and Health Administration (OSHA) Form 101 shall be submitted within three (3) working days after the accident. In the event of serious injury or damage, work will stop and everything will be left in place exactly as it was at the time of the accident, excepting when the possibility of more damage or injury exists.

1.14 Housekeeping and Cleanup: The Contractor shall leave all delivery areas in a neat, clean and workmanlike condition satisfactory to the TPOC. After delivery the entire order, the Contractor shall remove from the premises all tools, equipment, and materials.

1.15 Unscheduled Interruptions: Work operations are subject to unscheduled interruptions and contractor personnel may be required to immediately leave the designated work area or be denied access due to security operations. All incomplete deliveries shall be rescheduled for a later time/date mutually agreed upon by the TPOC, QA personnel and Contractor (See 1.19 Delays).

1.16 Working Area Verification: The Contractor shall be responsible for the coordination and proper relationship of this work to the building premises, and be thoroughly familiarized with all details of the Scope of Work and working conditions, to verify all delivery locations in the field, and advise the TPOC of any discrepancies before unloading.

1.17 Quality Assurance: While performing this work the Contractor shall be subject to on-site inspections by the TPOC and QA personnel. The Contractor shall provide a manager to conduct and oversee daily delivery QA and safety issues if any work is found to be in violation of a specification requirement, the Contracting Officer shall issue a stop work order until the violation is resolved. Standby time and expenses required in resolving the violation shall be at the contractor’s expense.

1.17.1 There shall be announced and unannounced spot checks.

1.17.2 QA visual observations may be performed by the TPOC and QA personnel.

1.17.3 Evaluation of customer’s complaints and/or comments shall be reviewed by the

TPOC.

1.17.4 Communication with users (persons requesting the project) shall be done through the TPOC.

1.18 Reserved

1.19 Delays: The Government is not liable for any delay caused by the occupant, security inspections at any entrance gates or any security measures imposed by the Installation Commander and/or higher authority.

1.20 Damages: The Contractor shall be responsible for repairing damage caused during deliveries. Any damages incurred as a result of Contractor’s actions shall be repaired to original condition or replaced at no additional cost to the Government.

1.21 Materials and Equipment Stored on Depot: The Government shall not assume any responsibility for the security or protection of any materials or equipment stored on SIAD by the Contractor.

1.22 Environmental Notification: Contractor shall comply with the following Environmental Sections.

Sec. 1- Compliance with Environmental Laws and Regulations:

Contractor shall comply with all applicable federal, state, and local environmental laws, statutes, regulations, executive orders, permits, Army regulations (with supplements), as well as Major Subordinate Command (MSC) and Sierra Army Depot (SIAD) regulation, policy, Host Tenant Agreement, Interagency Service Support Agreement, or Status-of-Forces Agreement. Contractor shall immediately report any conflicts between applicable federal, state, local environmental laws, statutes, executive orders, and provisions of Army Regulation 200-1, and any specifications within this contract to the Technical Point of Contact (TPOC).

Sec. 2 - Compliance with Green Procurement Requirements:

Contractor shall follow Federal EPA Comprehensive Procurement guidelines (www.epa.gov/cpg) and Army Contracting Command Quick Guide (https://acc.aep.army.mil/accapps/ACCMAP/Documents/Quick-Guide-for-Sustainable- Procurement.docx) for acquisition of building materials and products and select materials that have a long life cycle; the least toxic materials; recyclable materials;

materials that are resource-efficient; materials with the maximum recycled content;

materials harvested on a sustained yield basis; and products causing the least pollution during their manufacture, use, and reuse.

Sec. 3 - Compliance with License and Certification Requirements:

Contractor shall obtain all license and certification required by Federal, State, and Local environmental laws and regulations necessary to adhere to the specifications of this contract. The Contractor shall submit all plans, notifications, reports, submittal documents, and fees required by Federal, State, and Local environmental laws and regulations to the appropriate Federal, State, and Local authority and/or agency as necessary to adhere to the specification of this contract. All required licenses and certifications required by Federal, State, and Local environmental laws and/or regulations shall be considered a contract deliverable upon award.

Sec. 4 - Notification of Federal and State Regulators:

Contractor shall immediately notify the Designated Government Representative (DGR) of the arrival on site of any Federal, State, local and/or DoD environmental regulator or enforcement agent and/or the receipt of any correspondence from above mentioned environmental regulatory agencies.

Sec. 5 - Inspections of Work Sites:

Contractor shall submit to potential Federal, State, Local, Army and installation work site environmental regulatory inspections and/or investigations into noncompliance, and fully cooperate with such inspections/investigations by providing the appropriate records and documentation. Environmental regulatory agencies are authorized by law to inspect any work site for environmental compliance with regulatory requirements. If an inspection is conducted, it will not stop or disrupt ongoing contract activities. The inspection will only require the work site environmental officer, or supervisor/manager to answer questions and/or escort the inspector to specific work site areas with the potential to affect environmental quality.

Sec. 13. - Use of Hazardous Materials: N/A on this project.

Contractor shall assign all hazardous materials management responsibilities to the appointed ECD or designated personnel. Contractor shall contact the DGR to obtain technical assistance from Environmental Office for assisting the ECD with achieving and maintaining compliance with hazardous material storage, issue, use, and disposal requirements. Contractor shall submit to the DGR a hazardous material inventory. The hazardous material inventory will be submitted 30 days prior to commencement of work for contracts that exceed 180 consecutive days. The inventory list will contain the hazardous material type and maximum quantities of materials anticipated to be stored on-site. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. The Contractor shall maintain copies of Safety Data Sheets for all hazardous materials used and stored on-site during performance of the contract. Contractor shall not supply or deliver any hazardous materials or chemicals to an installation that are listed on EPA toxic chemical list (33/50 Program - AKA 17 List) without prior written approval from

DGR.

*****Last Environmental Section*****

1.23 Dimensions: Not required.

1.24 Contract Additions and Deletions: The Government reserves the right to add or delete items from the contract, subject to their change in use. Resulting contract price adjustments will be negotiated based upon costs in place at that time and are identical per contract performance period. The Contracting Officer is the only person that can make any changes (scope, costs or time) to the contract. Any changes made will be effective only after both the Contractor and the Government sign the revised contract.

1.25 Insurance: Contractor shall carry general liability and workers compensation as indicated by FAR 52.228-5 (Insurance Work on a Government Installation) and provide to the Contracting Officer to include certificate of liability insurance within 7 days of contract award.

2.0 PART II - PRODUCTS:

2.1 Contractor Supplied Materials: The Contractor shall supply industry standard domestic approved materials, as per supplied specifications.

2.2 Minimum Requirements: All materials delivered shall be per code (1.4), as per specifications. All products shall be in conformance with the Buy in America Act, unless otherwise authorized by the TPOC.

2.2.1 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

2.2.1.1 ASTM C 29 (1991a) Unit Weight and Voids in Aggregate

2.2.1.2 ASTM C 88 (1990) Soundness of Aggregates by use of Sodium Sulfate or

2.2.1.3 Magnesium Sulfate

2.2.1.4 ASTM C 117 (1990) Materials Finer than 75-micrometer (No 200) Sieve in

2.2.1.5 Mineral Aggregates by Washing

2.2.1.6 ASTM C 127 (1988) Specific Gravity and Absorption of Coarse Aggregates

2.2.1.7 ASTM C 128 (1988) Specific Gravity and Absorption of Fine Aggregate

2.2.1.8 ASTM C 131 (1989) Resistance to Degradation of Small-size Coarse

2.2.1.9 Aggregate by Abrasion and Impact in the Los Angeles Machine

2.2.1.10 ASTM C 136 (1984a) Sieve Analysis of Fine and Coarse Aggregates

2.2.1.11 ASTM C 183 (1988) Sampling and the Amount of Testing of Hydraulic Cement

2.2.1.12 ASTM D 5 (1986) Penetration of Bituminous Materials

2.2.1.13 ASTM D 75 (1987) Sampling Aggregates

2.2.1.14 ASTM D 140 (1988) Sampling Bituminous Materials

2.2.1.15 ASTM D 242 (1985) Mineral Filler for Bituminous Paving Mixtures

2.2.1.16 ASTM D 422 (1963; R 1990) Particle –size Analysis of Soils

2.2.1.17 ASTM D 946 (1982) Penetration-graded Asphalt Cement for use in Pavement

Construction

2.2.1.18 ASTM D 1250 (1980; R 1990) Petroleum Measurement Tables

2.2.1.19 ASTM D 1856 (1979; R 1984) Recovery of Asphalt from Solution by Abson Method

2.2.1.20 ASTM D 2041 (1991) Theoretical Maximum Specific Gravity and Density of

Bituminous Paving Material

2.2.1.21 ASTM D 2172 (1992) Quantitative Extraction of Bitumen from Bituminous Paving Mixtures

2.2.1.22 ASTM D 2216 (1990) Laboratory Determination of Water (Moisture) Content of Soil and Rock

2.2.1.23 ASTM D 3381 (1983) Viscosity-graded Asphalt Cement for use in Pavement

Construction

2.2.1.24 ASTM D 3515 (1989) Hot-mixed, Hot-laid Bituminous Paving Mixtures

2.2.1.25 ASTM D 4791 (1989) Flat or Elongated Particles in Coarse Aggregate

2.3 Wilson #4 AREMA 2"x3” Railroad Ballast:

2.3.1 Wilson #4 AREMA 2"x3” Railroad Ballast is a clean, 100% crushed granite. This

Ballast meets the American Railway Engineering and Mining Association (AREMA) #4 Ballast Specifications as well as ASTM C-33 Size #4. This product has been used by the Railroad as Ballast Aggregate since the late 1800’s. This type of rock is typically gray in color.

2.3.2 ASTM Properties

L.A. Rattler in accordance w/ ASTM C535 27% Specific Gravity 2.82 Sodium Sulfate Loss in accordance w/ ASTM C88 4.8% Unit Weight 100.7 lb / pcf

2.3.3 Sieve Analysis

Inches MM/UM Grading* AREMA #4 (1986)

2" 50 mm 100 100

1-1/2" 37.5 mm 93 90 - 100

1" 25 mm 47 20 - 55

3/4" 19 mm 11 0 - 15

1/2" 12.5 mm -- --

3/8" 9.5 mm 4 0 - 5

1/4" 6.3 mm -- --

#4 4.75 mm 2 --

#200 75 um .5 0 - 1

2.4 Hot-Mix Asphalt Material (HMA) Properties:

2.4.1 SCDOT Designation: SC-M-402 (1 JAN 2018)

Use the following specifications for preparing, constructing, and accepting Hot- Mix Asphalt (HMA) material properties. NOTE: Refer to the Standard Specifications, Division 300 for HMA Base Courses and Division 400 for HMA Surface and Intermediate Courses for additional properties and specifications that are not included here (see SOW Attachment 4 - SC HMA Division 400 and SOW Attachment 5 – SC HMA Division 300).

2.4.2 REFERENCED DOCUMENTS

2.4.2.1 SCDOT Standard Specifications

2.4.2.2 Division 300, Division 400, SC-M-407

2.4.2.3 AASHTO Standards

2.4.2.4 T85, T96, T104, T312, T355, T340

2.4.2.5 SCDOT Test Methods

2.4.2.6 SC-T-77, SC-T-102

2.4.3 REQUIREMENTS FOR MIXTURES:

2.4.3.1 Requirements for all HMA mixtures.

2.4.3.2 Have no more than 10% flat and elongated particles based on a 5:1 ratio based on SC-T-77.

2.4.3.3 Determine coarse aggregate Sodium Sulfate Soundness by

AASHTO T 104.

2.4.3.4 Determine LA Abrasion by AASHTO T 96.

2.4.3.5 Determine Absorption by AASHTO T 85.

2.4.3.6 The composition limits are master ranges of tolerances.

Conform to a closer control meeting the tolerance requirements as specified in Section 401.2.3.3.

2.4.3.7 VMA requirements for Surface and Intermediate Courses:

Nominal Max. Aggregate Size Minimum, % 3/4" 13.5 1/2" 14.5 3/8" 15.5 No. 4 17.5

2.4.4 Use hydrated lime as an asphalt anti-stripping additive (ASA) in all mixes unless otherwise permitted in the following tables.

2.4.5 If crushed stone is required in the following tables, use crushed coarse aggregate meeting the following requirements:

2.4.5.1 Have 2 or more freshly mechanically-induced fractured faces meeting the percentage stated in each table based on count of the material retained on the No. 4 sieve as determined by AASHTO T-355.

2.4.6 Ensure rutting susceptibility is checked based on mix type as determined by

AASHTO T340.

2.4.7 Ensure the Recycled Asphalt Pavement (RAP) conforms to Supplemental

Technical Specification SC-M 407.

2.4.8 D/A Ratio requirements for Surface and Intermediate Courses:

D/A Ratio Mix Design Requirement

(Washed Gradation) Field Requirement (Dry Gradation)

SC-T-102

Range Limits 0.60 -1.20 0.40-1.00

Summary of Surface Course Requirements – Design Requirements* Designation Type A Type B Type C Type D Type E System Application

Interstate Intersections

High Volume Primary

Low Volume Secondary

Low Volume Secondary

Seal Course

Gradation Requirements 1” ---- ---- ---- ¾” 100.0 100.0 100.0 100.0 ---- ½” 95.0 – 100.0 95.0 – 100.0 97.0 –

100.0

97.0 – 100.0

3/8” 76.0 - 100.0 76.0 - 100.0 83.0 – 100.0

90.0 – 100.0

100.0

No. 4 52.0 - 75.0 52.0 - 75.0 58.0 – 80.0 70.0 – 95.0 90.0 – 100.0 No. 8 36.0 – 56.0 36.0 - 56.0 42.0 – 62.0 50.0 – 82.0 70.0 – 100.0 No. 30 16.0 – 36.0 16.0 - 36.0 20.0 – 40.0 20.0 – 50.0 36.0 – 70.0 No. 100 5.0 - 18.0 5.0 - 18.0 5.0 – 20.0 6.0 – 20.0 4.0 – 28.0 No. 200 2.00 - 8.00 2.00 - 8.00 2.00 – 9.00 2.00 –

10.00

2.00 – 10.00

Required Design Criteria Gyrations 75 75 50 50 50 Binder Limits, %

4.8 - 6.0* 4.8 - 6.0* 5.0 - 6.8* 5.0 - 6.8* 6.0 - 7.0*

Binder Grade

PG 76-22 PG 64-22 PG 64-22 PG 64-22 PG 64-22

Air Voids, % 3.0 – 4.0 3.0 – 4.0 3.5 – 4.5 4.0 – 9.0 NR

VFA, % 70.0 – 80.0 70.0 – 80.0 70.0 – 77.0 60.0 – 70.0 NR

Design D/A Ratio

0.60 - 1.20 0.60 - 1.20 0.60 - 1.20 0.60 - 1.20 NR

Min. Stability 150mm x 95mm (lbs.)

ITS Testing Required?

Yes Yes Yes No No

Rutting Susceptibilit y (max mm)

3.0 5.0 NR NR NR

Liquid ASA Permitted

No Yes Yes Yes Yes

Required Aggregate Criteria Local Sand Allowed?

No No Yes Yes No

Crushed Coarse Aggr.

Required?

(% fractured faces)

Yes (90% min)

Yes (90% min)

Yes (70% min)

No NR

Coarse Aggr. Max.

% Passing No.200

1.50 1.50 1.50 1.50 NR

LA Abrasion (B), max %

55.0 55.0 60.0 60.0 60.0

Sodium Sulfate Soundness, max %

15.0 15.0 15.0 NR NR

Crusher Run / Asphalt Sand Allowed?

No No Yes (25% max)

Yes (50% max)

No

Absorption, max. %

1.5 1.5 1.5 NR 1.5

Limestone Allowed?

No / No No / Yes No / Yes Yes / Yes No

(CA /

Screenings) Slag Allowed?

No No Yes Yes No

RAP Yes Yes Yes Yes Yes (-4)

Summary of HMA Intermediate Course Requirements – Design Requirements*

HMA Intermediate Courses

Designation Type A Type B Type B Special

Type C *

System Application

New Construction

Interstates High Volume Primary

FDP

Rehabilitation Repairs Interstates High Volume Primary FDP

Low Volume Primary Secondary Build up FDP

Gradation Requirements 1” 100.0 100.0 100.0 100.0 ¾” 90.0 – 100.0 98.0 – 100.0 98.0 – 100.0 90.0 – 100.0 ½” 75.0 – 90.0 90.0 – 100.0 90.0 – 100.0 80.0 – 95.0 3/8” 64.0 – 80.0 72.0 – 90.0 72.0 – 90.0 68.0 – 87.0 No. 4 38.0 – 54.0 44.0 – 62.0 44.0 – 62.0 45.0 – 68.0 No. 8 22.0 – 36.0 23.0 – 43.0 44.0 – 62.0 30.0 – 46.0 No. 30 8.0 – 22.0 10.0 – 25.0 10.0 – 25.0 12.0 – 29.0 No. 100 3.0 - 10.0 4.0 - 12.0 4.0 - 12.0 4.0 – 13.0 No. 200 2.00 - 8.00 2.00 - 8.00 2.00 - 8.00 2.00 – 8.00

Required Design Criteria Gyrations 75 75 75 50 Binder Limits, % 4.0 – 5.5* 4.5 - 6.0* 4.5 - 6.0* 4.0 - 6.0 Binder Grade PG 64-22 PG 64-22 PG 64-22 PG 64-22 Air Voids, % 3.2 - 4.0 3.2 - 4.0 2.5 - 3.0 3.5 - 4.5

VFA, % 70.0 – 78.0 70.0 – 78.0 70.0 – 85.0 70.0 – 77.0

Design D/A Ratio

0.60 - 1.20 0.60 - 1.20 0.60 - 1.20 0.60 - 1.20

Min. Stability (lbs.) No Requirement (NR) ITS Testing Required?

Yes Yes Yes Yes

Rutting Susceptibility (max mm)

3.0 5.0 5.0 NR

No No Yes Yes

Local Sand Allowed?

No No No Yes

Crushed Coarse Aggregate Required?

(% fractured faces)

Yes (90% min.) Yes (90% min.) Yes (90% min.) No

Coarse Aggr. – max. % Passing No. 200

1.5 1.5 1.5 NR

LA Abrasion (B), max. %

55.0 55.0 55.0 60.0

Sodium Sulfate Soundness, max %

No Requirement (NR)

Crusher Run / Asphalt Sand Allowed?

No No No Yes (50% max)

Absorption, max. %

1.5 1.5 1.5 NR

Limestone Allowed?

(CA /

Screenings)

No / No No / Yes No / Yes Yes / Yes

Slag Allowed? Yes Yes Yes Yes RAP Yes Yes Yes Yes

*Asphalt binder content may be increased based on percentage of aged binder in the mixture by OMR.

AV and VFA limits will be allowed to extend outside of design ranges above once binder content is adjusted by OMR to assist with coating and provide additional cracking resistance.

** - Chemical process only

Summary of HMA Base Course Requirements HMA Base Courses

Designation Type A Type B Type C Type D Shoulder Widening

System Application

Interstates Primary

Secondary Specialty Specialty Specialty

Gradation Requirements 1 ½” 100.0 100.0 ---- ---- 100.0

1” 85.0 - 100.0 85.0 - 100.0 ---- ---- 80.0 - 100.0 ½” 60.0 - 80.0 60.0 - 80.0 ---- ---- 75.0 - 92.0 3/8” ---- ---- 100.0 ---- No. 4 40.0 - 55.0 40.0 - 55.0 90.0 – 100.0 ---- 45.0 - 65.0 No. 8 30.0 - 45.0 30.0 - 45.0 70.0 – 100.0 ---- 35.0 - 55.0 No. 30 ---- ---- 36.0 – 70.0 ---- No. 100 ---- ---- 4.0 – 28.0 ---- No. 200 ---- ---- 2.00 – 10.00 ----

Required Design Criteria Gyrations ---- ---- 50 50 ---- Binder Limits,

4.0 - 5.5 4.0 - 5.5 4.3 - 5.7 3.8 - 5.2 3.8 - 5.2

Binder Grade PG 64-22 PG 64-22 PG 64-22 PG 64-22 PG 64-22 Min. Stability, lbs.

NR NR 2500 1500 NR

ITS Testing Required?

No Requirement (NR)

Rutting Susceptibility (max mm)

No Requirement (NR)

No Yes Yes Yes Yes

Local Sand

No Yes No Yes Yes

Crushed Coarse Aggregate Required?

(% fractured faces)

Yes (90% min) No No No No

LA Abrasion (B), max. %

60.0 60.0 60.0 60.0 60.0

Sodium Sulfate Soundness, max %

No Requirement (NR)

Crusher Run / Asphalt Sand Allowed?

Yes (50% max)

Yes (50% max)

No No Yes

Absorption, max. %

No Requirement (NR)

Limestone

(CA /

Screenings)

Yes / Yes Yes / Yes Yes / Yes Yes / Yes Yes / Yes

Slag Allowed?