W912GY-22-D-0001 Aggregate Rock and Asphalt IDIQ.pdf

SEE ADDENDUM

(No Collect Calls)

X

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 ARE

X

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.530-258-4555

W912GY9. ISSUED BY

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

W912GY22D0001 25-Jan-2022

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

REF: W912GY21Q0012

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

TAMARA A. GAGE / CONTRACTING OFFICER

$2,926,660.00

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

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS: SEE SCHEDULE

. 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 4VMV0 FACILITY

OFFEROR CODE

SIERRA ARMY DEPOT

CONTRACTING OFFICE

74 C STREET BUILDING 60

HERLONG CA 96113

SIERRA CASCADE AGGREGATE & ASPHALT PRODU

KACIE HOLLAND

803 LORRAINE DR

CHESTER CA 96020-0000

DFAS - COLUMBUS

DFAS-ROCK ISLAND / JAIQBAC

ATTN: ROCK ISLAND

P.O. BOX 182317

COLUMBUS OH 43218-2316

18a. PAYMENT WILL BE MADE BY CODE HQ0303

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

W912GYCODE15. DELIVER TO CODE W62G2W 16. ADMINISTERED BY

Net 30 Days

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

SIERRA ARMY DEPOT

RHONDA A. LONG 530-827-4826 RHONDA.A.LONG.CIV

HERLONG CA 96113

DIRECTORATE OF BASE SUPPORT

75 C STREET

SIERRA ARMY DEPOT

HERLONG CA 96113

530-827-4722FAX:

TEL: 530-827-5126 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

327992

X

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: tamara.a.gage.civ@army.mil

530-827-4258TEL:

31c. DATE SIGNED

25-Jan-2022

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 OF75

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.

W912GY22D0001

Section SF 1449 - CONTINUATION SHEET

ITEM NO SUPPLIES/SERVICES MAX

QUANTITY

UNIT UNIT PRICE MAX AMOUNT

0001 6,000 Net Ton (2,000

LB).

$18.50 $111,000.00

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 20 JAN 2022 through 19 JAN 2023. 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

MODEL: ROCK

PSC CD: 5610

MAX

NET AMT

$111,000.00

UNIT UNIT PRICE MAX AMOUNT

0002 8,000 Net Ton (2,000

LB).

$17.50 $140,000.00

Aggregate Base Rock 1 1/2 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$140,000.00

UNIT UNIT PRICE MAX AMOUNT

0003 9,000 Net Ton (2,000

LB).

$16.50 $148,500.00

Aggregate Base Rock 3 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$148,500.00

UNIT UNIT PRICE MAX AMOUNT

0004 800 Net Ton (2,000

LB).

$20.00 $16,000.00

Aggregate Base Rock 6 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$16,000.00

UNIT UNIT PRICE MAX AMOUNT

0005 10 Net Ton (2,000

LB).

$19.00 $190.00

Aggregate Washed Pea Gravel 3/8 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$190.00

UNIT UNIT PRICE MAX AMOUNT

0006 10 Net Ton (2,000

LB).

$24.00 $240.00

Aggregate Washed Chip Rock 3/8 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$240.00

UNIT UNIT PRICE MAX AMOUNT

0007 10 Net Ton (2,000

LB).

$23.00 $230.00

Railroad Ballast 2 inch X 3 inch

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$230.00

UNIT UNIT PRICE MAX AMOUNT

0008 2,000 Net Ton (2,000

LB).

$78.00 $156,000.00

Hot Mix Asphalt

FFP

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 20 JAN 2022 through 19 JAN 2023. 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

$156,000.00

UNIT UNIT PRICE MAX AMOUNT

1001 6,000 Net Ton (2,000

LB).

$18.70 $112,200.00

Aggregate Base Rock 3/4 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$112,200.00

UNIT UNIT PRICE MAX AMOUNT

1002 8,000 Net Ton (2,000

LB).

$17.70 $141,600.00

Aggregate Base Rock 1 1/2 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$141,600.00

UNIT UNIT PRICE MAX AMOUNT

1003 9,000 Net Ton (2,000

LB).

$16.70 $150,300.00

Aggregate Base Rock 3 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$150,300.00

UNIT UNIT PRICE MAX AMOUNT

1004 800 Net Ton (2,000

LB).

$20.20 $16,160.00

Aggregate Base Rock 6 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$16,160.00

UNIT UNIT PRICE MAX AMOUNT

1005 10 Net Ton (2,000

LB).

$19.20 $192.00

Aggregate Washed Pea Gravel 3/8 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$192.00

UNIT UNIT PRICE MAX AMOUNT

1006 10 Net Ton (2,000

LB).

$24.20 $242.00

Aggregate Washed Chip Rock 3/8 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$242.00

UNIT UNIT PRICE MAX AMOUNT

1007 10 Net Ton (2,000

LB).

$23.20 $232.00

Railroad Ballast 2 inch X 3 inch

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$232.00

UNIT UNIT PRICE MAX AMOUNT

1008 2,000 Net Ton (2,000

LB).

$79.00 $158,000.00

Hot Mix Asphalt

FFP

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 20 JAN 2023 through 19 JAN 2024. 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

$158,000.00

UNIT UNIT PRICE MAX AMOUNT

2001 6,000 Net Ton (2,000

LB).

$18.90 $113,400.00

Aggregate Base Rock 3/4 inch

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$113,400.00

UNIT UNIT PRICE MAX AMOUNT

2002 8,000 Net Ton (2,000

LB).

$17.90 $143,200.00

Aggregate Base Rock 1 1/2 inch

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$143,200.00

UNIT UNIT PRICE MAX AMOUNT

2003 9,000 Net Ton (2,000

LB).

$16.70 $150,300.00

Aggregate Base Rock 3 inch

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$150,300.00

UNIT UNIT PRICE MAX AMOUNT

2004 800 Net Ton (2,000

LB).

$20.40 $16,320.00

Aggregate Base Rock 6 inch

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$16,320.00

UNIT UNIT PRICE MAX AMOUNT

2005 10 Net Ton (2,000

LB).

$19.40 $194.00

Aggregate Washed Pea Gravel 3/8 inch

FFP

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 20 JAN 2024 through 19 JAN 2025.

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

$194.00

UNIT UNIT PRICE MAX AMOUNT

2006 10 Net Ton (2,000

LB).

$24.40 $244.00

Aggregate Washed Chip Rock 3/8 inch

FFP

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 20 JAN 2024 through 19 JAN 2025.

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

$244.00

UNIT UNIT PRICE MAX AMOUNT

2007 10 Net Ton (2,000

LB).

$23.40 $234.00

Railroad Ballast 2 inch X 3 inch

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$234.00

UNIT UNIT PRICE MAX AMOUNT

2008 2,000 Net Ton (2,000

LB).

$80.00 $160,000.00

Hot Mix Asphalt

FFP

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 20 JAN 2024 through 19 JAN 2025. 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

$160,000.00

UNIT UNIT PRICE MAX AMOUNT

3001 6,000 Net Ton (2,000

LB).

$19.10 $114,600.00

Aggregate Base Rock 3/4 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$114,600.00

UNIT UNIT PRICE MAX AMOUNT

3002 8,000 Net Ton (2,000

LB).

$18.10 $144,800.00

Aggregate Base Rock 1 1/2 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$144,800.00

UNIT UNIT PRICE MAX AMOUNT

3003 9,000 Net Ton (2,000

LB).

$17.10 $153,900.00

Aggregate Base Rock 3 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$153,900.00

UNIT UNIT PRICE MAX AMOUNT

3004 800 Net Ton (2,000

LB).

$20.60 $16,480.00

Aggregate Base Rock 6 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$16,480.00

UNIT UNIT PRICE MAX AMOUNT

3005 10 Net Ton (2,000

LB).

$19.60 $196.00

Aggregate Washed Pea Gravel 3/8 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$196.00

UNIT UNIT PRICE MAX AMOUNT

3006 10 Net Ton (2,000

LB).

$24.60 $246.00

Aggregate Washed Chip Rock 3/8 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$246.00

UNIT UNIT PRICE MAX AMOUNT

3007 10 Net Ton (2,000

LB).

$23.60 $236.00

Railroad Ballast 2 inch X 3 inch

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$236.00

UNIT UNIT PRICE MAX AMOUNT

3008 2,000 Net Ton (2,000

LB).

$81.00 $162,000.00

Hot Mix Asphalt

FFP

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 20 JAN 2025 through 19 JAN 2026. 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

$162,000.00

UNIT UNIT PRICE MAX AMOUNT

4001 6,000 Net Ton (2,000

LB).

$19.30 $115,800.00

Aggregate Base Rock 3/4 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$115,800.00

UNIT UNIT PRICE MAX AMOUNT

4002 8,000 Net Ton (2,000

LB).

$18.30 $146,400.00

Aggregate Base Rock 1 1/2 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$146,400.00

UNIT UNIT PRICE MAX AMOUNT

4003 9,000 Net Ton (2,000

LB).

$17.30 $155,700.00

Aggregate Base Rock 3 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$155,700.00

UNIT UNIT PRICE MAX AMOUNT

4004 800 Net Ton (2,000

LB).

$20.80 $16,640.00

Aggregate Base Rock 6 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$16,640.00

UNIT UNIT PRICE MAX AMOUNT

4005 10 Net Ton (2,000

LB).

$19.80 $198.00

Aggregate Washed Pea Gravel 3/8 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$198.00

UNIT UNIT PRICE MAX AMOUNT

4006 10 Net Ton (2,000

LB).

$24.80 $248.00

Aggregate Washed Chip Rock 3/8 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$248.00

UNIT UNIT PRICE MAX AMOUNT

4007 10 Net Ton (2,000

LB).

$23.80 $238.00

Railroad Ballast 2 inch X 3 inch

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$238.00

UNIT UNIT PRICE MAX AMOUNT

4008 2,000 Net Ton (2,000

LB).

$82.00 $164,000.00

Hot Mix Asphalt

FFP

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 20 JAN 2026 through 19 JAN 2027. 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

$164,000.00

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

9001 1 Lot NSP

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.

FOB: Destination

9002 1 Lot NSP

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.

FOB: Destination

9003 1 Lot NSP

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.

FOB: Destination

9004 1 Lot NSP

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.

FOB: Destination

9005 1 Lot NSP

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.

FOB: Destination

STATEMENT OF WORK

STATEMENT OF WORK

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

30 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 California Department of Transportation (Caltrans) Standard Specifications

(2018) Use the attached specifications (Attachment 4 – Caltrans SOW Hot Mix Asphalt) for preparing, constructing, and accepting Hot Mix Asphalt (HMA) material properties. Refer to Attachment 4 - Caltrans SOW Hot Mix Asphalt, Section 39 Asphalt Concrete, pages 523 through 526 - Type A Hot Mix Asphalt.

2.5 (Class 2) ¾” Unwashed Concrete aggregate: 3/4inch aggregate shall be well graded and compactable to 90% relative density. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Aggregate shall conform to the gradations shown above in 2.1. Minimum order shall be 7,500 tons with a maximum order not to exceed 30,000 tons.

2.6 (Class 2) 1 ½” Unwashed Concrete aggregate: 1 1/2inch aggregate shall be well graded and compactable to 90% relative density. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Aggregate shall conform to the gradations shown above in 2.1. Minimum order shall be 7,500 tons with a maximum order not to exceed 40,000 tons.

2.7 (Class 2) 3” aggregate base: 3inch aggregate shall be well graded and compactable to 90% relative density. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. 3inch aggregate shall conform to gradations shown above in 2.1. Minimum order shall be 7,500 tons with a maximum order not to exceed 45,000 tons.

2.8 (Class 2) 6” Unwashed Drain rock: 6inch fractured drain rock aggregate. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Aggregate shall conform to the gradations shown above in 2.1. Minimum order shall be 2,500 tons with a maximum order not to exceed 4,000 tons.

2.9 (Rail Road Ballast) 2” by 3” ballast: 2inch by 3inch rail road ballast. The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Shall conform to the gradations shown in shown above in 2.3.

Minimum order shall be 50 tons with a maximum order not to exceed 10,000 tons.

2.10 (Asphalt Hot Mix) The material shall pass a visual site inspection throughout the deliveries as well as an initial sample approval for acceptance. Shall conform to the gradations shown above in 2.4. Minimum order shall be 25 tons with a maximum order not to exceed 10,000 tons.

2.11 Course Aggregates: Course aggregates consisting of angular fragment of uniform density and quality shall have a percentage of wear not to exceed 50 percent after 500 revolutions when tested in accordance with ASTM 131. The amount of flat and elongated particles shall not exceed 30 percent. A flat particle is one having a ratio of width to thickness greater than 3, and an elongated particle is one having a ratio of length to width greater than 3.

2.11.1 Crushed Gravel: Crushed gravel shall be manufactured from gravel particles 50 percent of which by weight are retained on the maximum size gradation specified.

2.11.2 Crushed Stone: Crushed stone retained on each sieve specified shall contain at least 50 percent by weight of crushed pieces having two or more freshly fractured faces with the area of each face being at least equal to 75 percent of the smallest mid sectional area of the piece. When two fractures are adjacent the angle between the planes of the fractures must be at least 30 degrees to count as the fractured faces.

2.11.3 Binder Material: Binder material shall consist of screenings, angular sand, or other finely divided mineral matter processed of naturally combined with course aggregate. Liquid limit and plasticity index requirements shall apply to any component that is blended to meet the required gradation and shall also apply to the completed course. The portion of any component or of the completed course passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 25 and a plasticity index not greater than 8.

2.11.4 Liquid Limit and Plasticity Index: Liquid limit and plasticity index requirements stated herein shall apply to any aggregate component that is blended to meet the requirement and also to the aggregate in the completed base course. The portion of the aggregate passing the No. 40 sieve shall be either non-plastic or have a liquid limit not greater than 25 and plasticity index less than 8.

2.12 3/8 Washed Pea Gravel: 12 tons minimum and 50 tons maximum.

2.12.1 85-100% at 3/8”

2.12.2 < 20% at Maximum size 1/2”

2.12.3 < 20% at Minimum size 1/4”

2.12.4 Washed

2.12.5 Typical weight 1.5 tons per cubic yard

2.13 3/8 Washed Chip Rock: 12 tons minimum and 50 tons maximum.

2.13.1 85-100% at 3/8”

2.13.2 < 20% at Maximum size 1/2”

2.13.3 <20% at Minimum size: 1/4”

2.13.4 Washed

2.13.5 Typical weight 1.4 tons per cubic yard

2.14 Government Supplied Materials: There are no Government-supplied materials.

3.0 SAMPLING AND TESTING:

3.1 Aggregates General: During production and prior to delivery, sieve analysis testing and laboratory report identifying the proposed aggregates contents and resistance to loading (R-value) shall be submitted along with each contractor bid.

Samples and/or laboratory reports shall be the basis of approval of specific sources or stockpiles of aggregates for the aggregate requirements. Sieve and Plasticity testing will be performed every 7,500 tons delivered. (If test results are found to be non-compliant daily test will be performed for every 200 tons until compliance is regained and results are approved by POC). Testing shall be completed by a third party for every 7,500 tons delivered.

3.2 Sources: Sources of aggregates shall be selected well in advance of the time the materials are required to be delivered. The Contracting Officer shall direct the contractor to make appropriate test and other investigation as necessary to determine whether aggregates meeting requirements specified herein can be produced from proposed sources. If a sample of material from a new source fails to meet specification requirements, the material represented by the sample shall be replaced and the cost of testing the replaced sample shall be at the expense of the contractor. Approval of the source of the aggregate does not relieve the contractor of the responsibility for delivery at the job site of aggregates that meet the requirements specified herein.

3.3 Aggregate Base: All aggregates shall be clean and free from decomposed materials, organic material and other deleterious substances and shall be of such a nature that it can be compacted readily under water and rolling to form a firm stable base. Course aggregate is materials retained on the No. 4 sieve; fine aggregate is material passing the No. 4 sieve; and supplemental fine aggregate is added fine material passing the No. 30 sieve. Unless otherwise specified in the special provisions, the aggregate grading shall conform to the following:

Type-----------Grading Class 2---------3/4 inch aggregate base

AGGREGATE GRADING REQUIREMENTS

Percentage Passing and Retained

Limits of

Proposed Operating Contract Sieve Sizes Gradation Range Compliance 2”---------------------------- --- --- 1-1/2”----------------------- --- --- 1”---------------------------- 100 100 ¾”-------------------------- 90-100 87-100 No. 4 ----------------------- 35-60 30-60 No. 30 --------------------- 10-30 5-35 No. 200--------------------- 2-9 0-12

Quality Requirements Contract Compliance

Resistance…