W912DW26QA055 0001.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

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

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

Scope of Work Skagit Dike District 3 Emergency Levee Repair

Materials

1. MATERIALS REQUIRED:

Acceptance of Materials:

Materials will be inspected at the jobsite prior to acceptance/delivery. Contractor shall be responsible for maintaining gradation as specified. Materials testing requirements may be enforced if the onsite Corps of Engineers representative determines that materials being delivered do not appear to meet the specification requirements contained in this document. There is no guarantee that all material quantities will be utilized.

1.1. Base Amounts Bid Schedule

1.1.1. 1,500 Tons of Class V Riprap

$_____________ per/ton X 1,500 Tons = $_________________

1.1.2. 600 Tons of 2” x 4” Quarry Spalls

$_____________ per/ton X 600 Tons = $_________________

1.1.3. 200 Tons of Topsoil

$_____________ per/ton X 200 Tons = $_________________

1.1.4. 200 Tons of 3”- Minus Embankment Material

$_____________ per/ton X 200 Tons = $_________________

*NOTE: Prospective material supply contractors must provide a bid price for all materials.

2. LOCATION:

Deliveries shall be made according to the attached map near Burlington Mount Vernon, WA and in coordination with the Corps of Engineers on-site representative.

3. METHOD OF DELIVERY:

All materials will be delivered using Solo Dump Truck or Truck and Transfer; Supplier must be able to provide a minimum of 250 tons of material per day to site.

4. SPECIFICATIONS:

All rock shall be sound, clean, angular, durable stone. Rounded rocks are not acceptable. The longest dimension of any stone shall not exceed three times its shortest dimension. Acceptability of stones will be determined by visual inspection, laboratory tests, and/or geologic inspection.

4.1. Stone Material Specifications:

4.1.1. Each stone piece shall meet the following test requirements for quality:

Test Requirement

Specific Gravity (BSSD) 2.60 minimum

(ASTM C127-88(2001) (CRD-C 107)

Absorption Not more than 3 percent

(ASTM C127-88(2001) (CRD-C 107)

Abrasion Not more than 20 percent loss

(ASTM C131-96) (CRD-C 117)

Accelerated Expansion (CRD-C 148) Not more than 10 percent breakdown

Magnesium Sulfate Soundness, 5 cycles (ASTM C88-99a) (CRD-C 137) Not more than 10 percent loss

Drop Test No breakage or cracking

4.1.2. Laboratory Stone Testing. Previous test results may be requested to verify quality. The following represent test procedures specified recently on Corps projects to determine quality:

4.1.2.1. Specific Gravity and Absorption: Weight per cubic foot will be determined by multiplying the bulk-saturated-surface-dry specific gravity (BSSD) times 62.4 pounds per cubic foot. Specific gravity and absorption will be determined in accordance with ASTM C127 (Corps of Engineers Testing Procedure CRD-C 107), modified as follows: The test sample will consist of about 5,000 grams of generally cubical pieces of stone passing the 2inch and retained on the 1-1/2 inch standard square mesh sieve sizes. Test pieces will be laboratory prepared by jaw crushing and chipping. Test method permits a variance in reproduction of test results of 0.02 in BSSD specific gravity and 0.05 percent in percentage of absorption. This variance in specific gravity is equivalent to a variance of plus-or-minus 1.2 pounds per cubic foot in unit weights computed from the specific gravity.

4.1.2.2. Abrasion: Abrasion loss will be determined in accordance with ASTM C131 (Corps of Engineers Testing Procedure CRD-C 117), modified as follows: Test sample will be of the same size and gradation as that described above for use in determination of specific gravity and absorption, the abrasive charge used will comply with that used in Grading “A", and the test sample will be subjected to 500 revolutions. The standard test method designated ASTM C535 (CRD-C 145) shall not be substituted for ASTM C131.

4.1.2.3. Accelerated Expansion (15 Days): The test sample will be tested in accordance with Corps of Engineers Testing Procedure CRD-C 148, except as herein specified. Testing procedure for sample size in CRD-C 148 will be modified as follows: The test sample will be from 4,950 grams (10.83 pounds) to 5,050 grams (11.05 pounds) of 1-1/2 inch to 2 inch pieces. Test results will be computed by dividing the number of pieces that breakdown by the number of pieces in the original test sample. Failure or breakdown is defined as any piece separating into two or more pieces or losing sufficient surface material to allow it to pass through the 1-112 inch sieve. Maximum allowable breakdown is 10 percent over a period of 15 days. Weight loss based on the original oven dry weight will be recorded.

4.1.2.4. Magnesium Sulfate Soundness: The test is based upon ASTM C88 (CRD-C 137). Test sample will be similar to that described above for use in determination of specific gravity and absorption. This test, which will be conducted through five cycles, which requires 2 to 3 weeks time for completion.

4.1.2.5. Physical Stone Testing by Drop Test: A drop test provides an immediate evaluation of the durability of very large stones during handling of the stone including placement into a structure. If requested, several representative test stones shall be dropped from a bucket or by other means from a height of not less than half the average diameter of the stone onto a rigid surface or second stone of comparable size.

Dumping from a truck is not acceptable. The stone shall be examined carefully before as well as after the completion of the test. Failure criteria are the development of new cracks, opening of old cracks, and the loss of a piece from the surface of the stone. Each stone that is to be tested shall be dropped a total of five times for evaluation purposes with examination after each drop. The Contractor shall provide all necessary equipment and operating personnel to help perform the testing. Drop tests shall be conducted by the Contractor under the supervision of the Contracting Officer.

4.1.3. Quarry Operations. Quarry operations shall be conducted by the Contractor in a manner that shall produce stone conforming to the requirements specified and may involve selected quarrying, handling, processing, blending, and loading as necessary. Blasting and handling of rock shall be controlled by the Contractor to produce rock of the size ranges and quality specified. Techniques such as the use of proper hole diameter, hole depth, hole angle, burden, and spacing distances, types and distribution of explosives, delay intervals and sequence, removal of muck piles between each shot, and special handling techniques are required as necessary to produce the specified materials. All aspects of blasting operations shall be specifically designed so that the end product is not damaged from the blasting technique and that the stone is suitable for the intended purpose.

4.2. 2" - 4" Quarry Spalls Spalls shall be screened crushed rock from clean, sound, angular material

Sieve Size Percent Passing 4″ 100 2″ 0

4.3. Class V Riprap

4.4. Embankment Material

A Satisfactory Material consists of materials classified in accordance with ASTM D 2487 as SW, GW, GP-GM, and SP-SM, free from: roots and other organic matter; contamination from hazardous, toxic or radiological substances; trash, debris; and frozen materials. Not all satisfactory materials stated above can be used for levee construction. The moisture content shall be suitable for compaction. Maximum material size shall be 3”.

Sieve Size Percent Passing 3 inch 100 2 inch 90-100 1 inch 70-90 1/2 inch 55-85 No. 4 35-75 No. 40 15-50 No. 200 10-15 All percentages are by weight.

4.5. Topsoil

The topsoil for the project will consist of a 75/25 mixture of engineered soil and organic compost, respectively. The engineered soil will meet the following gradation, and shall be free of roots, chemicals, garbage, and debris.

Engineered Topsoil Sieve Size Percent Passing ½” 100 #4 75-100 #10 40-75 #16 25-55 #40 25-50 #200 10-20 All percentages are by weight.

Percent Passing Weight (lb) Diameter (in) 100 3000 34 50 750 21

10 188 13

All Stone shall be larger than 25 LB

25 7

5. Acceptance of Materials:

Materials will be inspected at the jobsite prior to placement. Contractor shall be responsible for maintaining gradation as specified. Materials test requirements may be required if the onsite Corps of Engineers representative determines that materials being delivered do not meet the specification contained in this scope of work.

There is no guarantee that all material quantities will be utilized. All quantities are estimates, and the contract will be issued on a Not to Exceed Basis.

6. PERIOD OF PERFORMANCE:

It is anticipated work shall commence on or about 17 August 2026 to 18 September 2026, or by direction of the Contracting Officer.

7. SAFETY REQUIREMENTS: Operation of equipment shall be conducted in accordance with the requirements of EM 385-1-1, “Safety and Health Requirements Manual”. All personnel are required to have PPE in accordance with EM 385 1-1. All dump trucks are required to have backup alarms and tailgates. EM 385 1-1 can be found at http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

8. INSPECTION AND SUPERVISION: All work shall be conducted under the direction of the Emergency

Management Branch, Seattle District, Corps of Engineers.

9. WORK WEEK: Work week for delivery of materials will be Monday thru Saturday unless otherwise directed by Contracting Officer.

10. EMAIL INVOICES TO: POC will be identified in the contract.

Payment will be based on the actual tonnage delivered as reflected by the US Army Corps of Engineers, Seattle District. Invoices will show actual quantity delivered, partial payments authorized, not all options for delivered rock materials may be authorized.

SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

List of Contract Documents, Exhibits, or Attachments

The attachments table has changed from:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 Instructions to Offerors (materials)

Instructions to Offerors 28 Jul 2026 Attach ment

No

0002 SOW

(materials)

Statement of Work 28 Jul 2026 Attach ment

No

To:

Identifie r

Document Name

Document Description Reference Identifier

Date Line Item Page N umbers

Docum ent Type

Provide d Under Separat e Cover

0001 Instructions to Offerors (materials)

Instructions to Offerors 28 Jul 2026 Attach ment

No

0002 SOW updated (materials)

Statement of Work 31 Jul 2026 Attach ment

No

The following contract documents were added:

SOW updated (materials)

The following contract documents were deleted:

SOW (materials)

The following contract documents Page Counts were changed:

DOCUMENT PAGE COUNTS

W912DW26QA0550001

DOCUMENT NAME FROM TO

SOW updated (materials) none

W912DW26QA0550001

Solicitation Amendment W912DW26QA0550001 SF 30