Amendment_1_weephole_aggregate.pdf

W81G6752641454

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

The purpose of this amendment is to extend the delivery date and the solicitation closing date.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 02-Nov-2015

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912ES-16-T-0003

X 9B. DATED (SEE ITEM 11)

19-Oct-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

30-Oct-2015

CODE

CONTRACTING DIVISION

USACE - ST. PAUL

180 5TH STREET E SUITE 700

ST. PAUL MN 55101-1678

W912ES 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912ES-16-T-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 30-Oct-2015 10:00 AM to 13-Nov-2015 01:30 PM.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

01-DEC-2015 13 LOCK & DAM #9

LOCKMASTER

USACE-ST PAUL DIST

24545 STATE HWY 35

EASTMAN WI 54626-9723

FOB: Destination

B6R0LL3

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS UIC

12-JAN-2016 13 LOCK & DAM #9

LOCKMASTER

USACE-ST PAUL DIST

24545 STATE HWY 35

EASTMAN WI 54626-9723

The following Delivery Schedule item for CLIN 0002 has been changed from:

01-DEC-2015 6.50 LOCK & DAM #9

LOCKMASTER

USACE-ST PAUL DIST

24545 STATE HWY 35

EASTMAN WI 54626-9723

To:

12-JAN-2016 6.50 LOCK & DAM #9

LOCKMASTER

USACE-ST PAUL DIST

24545 STATE HWY 35

EASTMAN WI 54626-9723

The following have been modified:

DESCRIPTION

WEEPHOLE RENOVATION MATERIAL

1. SCOPE. The work covered in this procurement consists of furnishing weephole renovation material and delivering this material to Lock and Dam 9 on or before 12 January 2016. Provide 13 cubic yards of Type I aggregate and 6.5 cubic yards of Type II aggregate.

2. APPLICABLE PUBLICATIONS. The following publications of the issues listed below, but referred to thereafter by basic designation only, form a part of this specification to the extent indicated by the references thereto:

American Society for Testing and Materials(ASTM)

a. ASTM C-33-13 Standard Specifications for Concrete Aggregates

b. ASTM D-422-63(R2007) Standard Test Method for Particle-Size Analysis of

Soils

3. SUBMITTALS. The following items shall be submitted to the Government prior to the delivery of the material.

a. Particle-Size Analysis Results. The Contractor shall submit results of particle-size analyses performed by a Corps of Engineers approved testing laboratory certifying that the proposed weephole renovation materials meet the requirements specified herein. The gradation test results shall be submitted to the Contracting Officer for approval prior to the delivery of the weephole renovation material.

4. MATERIALS. Filter materials shall meet the quality requirements of ASTM C-33. Type

I and Type II aggregate shall meet the gradations shown below. Limestone aggregate shall not be used.

GRADATION TABLE

TYPE I TYPE II

SIZE PERCENT FINER SIZE PERCENT FINER

¾” 100 2 ½” 100 ½” 95-100 2” 95-100 3/8” 85-100 1” 35-70 No. 4 50-75 ½” 10-30

No. 10 13-38 No. 4 0-5 No. 20 0-7 No. 40 0-3

5. TESTING. Particle-Size analysis in accordance with ASTM D-422 shall be performed by and at the expense of the Contractor. The Contractor shall employ, at its expense, a Corps of Engineers approved testing laboratory approved by the Contracting Officer. The listing of Corps of Engineers validated testing laboratories is available at http://gsl.erdc.usace.army.mil/SL/MTC/. As a minimum, the Contractor shall submit the results of one gradation test for each type of weephole renovation material proposed for use.

Deliver to:

Lock and Dam 9 24545 State Highway 35 Eastman, WI 54626-9726

No deliveries on Federal holidays or weekends.

(End of Summary of Changes)