Amendment_0001.pdf

(x)

AG-SPEC-S-16-0003

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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 ACKNOWLEDGEMENT 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.

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NRCS-OK-127335

STILLWATER OK 74074-2655

100 USDA, SUITE 206

USDA-NRCS-OKLAHOMA STATE OFFICE

WASHINGTON DC 20250

NRCS-HQ-12SPEC

ROOM 6801-S

1400 INDEPENDENCE AVENUE, SW

USDA-NRCS SPECIALIZED CONTRACTING T

NRCS-HQ-12SPEC

12/18/20150001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

11/23/2015

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

This amendment provides questions and answers and other information provided at the site showing along with the site showing sign in sheet and incorporates revised Section B and revised photo, sketch, and topo map for Bridge Creek county Road 64 as listed below. The amendment also extends the bid opening date to December 29, 2015 at 2:00 PM.

Questions:

1. Does the wage rates apply to the subcontractors?

Answer: Yes, the Davis Bacon Wage Rates apply to the subcontractors.

2. Does the wage rates apply to the truck drivers hauling rock from the quarry?

Answer: The wage rate does not apply to truck drivers of a contractor or subcontractor

Continued ...

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

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

SHARLA K. GOFORTH

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 8

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

AG-SPEC-S-16-0003/0001

traveling between a Davis-Bacon job and a commercial supply facility while they are off the site of the work.

3. What is the link to the Oklahoma Department of

Transportation approved quarry list?

Answer:

http://www.odot.org/materials/htm-smap/11068b.html

Remove and replace the following pages:

a) Remove page 4 of 34 (Section B - Bid Schedule) of the solicitation - Replace with attached revised page 4 of 34

b) Remove the Bridge Creek County Road 64 photo, sketch, and topo map - Replace with attached revised Bridge Creek County Road 64 photo, sketch, and topo map.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

PART I - THE SCHEDULE

1 Mobilization 200E 1 LS XXX

2 Rock Riprap, Installed 262E 1,678 TONS

3 Riprap Bedding, Installed 262E 423 TONS

4 Crusher Run 262E 50 TONS

5 Debris Removal 264E 1 LS XXX

6 Mobilization 200E 1 LS XXX

7 Rock Riprap, Installed 262E 633 TONS

8 Riprap Bedding, Installed 262E 156 TONS

9 Crusher Run 262E 25 TONS

10 Debris Removal 264E 1 LS XXX

11 Mobilization 200E 1 LS XXX

12 Rock Riprap, Installed 262E 1,052 TONS

13 Riprap Bedding, Installed 262E 212 TONS

14 Crusher Run 262E 25 TONS

15 Debris Removal 264E 1 LS XXX

16 Mobilization 200E 1 LS XXX

17 Rock Riprap, Installed 262E 3,707 TONS

18 Riprap Bedding, Installed 262E 747 TONS

19 Crusher Run 262E 50 TONS

20 Debris Removal 264E 1 LS XXX

21 Mobilization 200E 1 LS XXX

22 Rock Riprap, Installed 262E 764 TONS

23 Riprap Bedding, Installed 262E 210 TONS

24 Crusher Run 262E 25 TONS

25 Debris Removal 264E 1 LS XXX

This solicitation requires bidding on all line items, failure to do so will disqualify the bid.

B - Supplies or Services and Prices

Logan County EWP, Oklahoma

Bridge Creek Co. Rd. 64 Bridge Abutment Stabilization

AmountUnitQuantityItem No. Supplies/Services Spec No. Unit Price

Bridge Creek Co. Rd. 65 Bridge Abutment Stabilization

Bridge Creek Co. Rd. 66 Bridge Abutment Stabilization

Middle Beaver Creek Co. Rd. 64 Bridge Abutment Stabilization

Wolf Creek Co. Rd. 72 Bridge Abutment Stabilization

Total

Revised Schedule AG-SPEC-16-0003 logjam 125'

50'

36° 5’ 13.3251" 97° 31’ 44.8026"

Br idg e C ree k

County Road 64Logan

Bridge Creek - County Road 64 Bridge Abutment Stabilization

³

110 0 11055 Feet

Revised logjam 125'

50'

36° 5’ 13.3251" 97° 31’ 44.8026"

Br idg e C ree k

County Road 64Logan

Bridge Creek - County Road 64 Bridge Abutment Stabilization

³

110 0 11055 Feet