SF-30_AG-3395-S-15-0019 _Sweet_Road _Amendment_1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

1 06/19/2015

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE USDA, Forest Service George Washington/Jefferson National Forests 5162 Valleypointe Parkway Roanoke, VA 24019

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-3395-S-15-0019

9B. DATED (SEE ITEM 11)

6/17/2015

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 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.

(X) 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 1 copies to the issuing office.

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

Reference AG-3395-S-15-0019, Part III—List of Documents, Exhibits, and Other Attachments, Section J—List of Attachments, J2—Description of Work (2 pages):

Replace Description of Work with attached Revised Description of Work (3 pages).

No other changes are incorporated with this amendment. Due date remains unchanged.

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)

Laura M. Ingram, Contracting Officer

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

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

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. 1 Revised Description of Work

FSR No. 350 Sweet Road Description of Work

James River District

Remove and replace inadequate 24” and 36” corrugated steel culverts, and restore ditches according to Table

1. Place crusher run aggregate at a depth of 3” (compacted) for 40’ on either side of the new culvert installation. Road and ditch reconditioning shall be performed from milepost 0.00 to 8.63. Place riprap according to Table 1, in accordance with the typical section below, and as directed by Engineer.

MP 24” CMP

(LF)

36” CMP

(LF)

AGGREGATE

(TONS)

RIPRAP

(TONS)

0.21 32 15

0.52 36 15 40

1.52 42 15

1.87 44 15

2.35 15

3.10 32 15

3.68 36 15

3.75 40 15

3.95 36 15

4.39 34 15 15

4.43 36 15 5

4.49 50 15 5

4.65 50 15

5.38 34 15

5.69 40 15

6.33 34 15

6.39 36 15

6.72 34 15

6.79 36 15 5

7.08 50 15 5

8.63 30 15 5

Total 646 116 300 95

Table 1- Spot Surfacing, Culvert Replacement, Ditching, and Riprap Locations and Quantities

Place an additional 730 T of crusher run aggregate between MP 1.61 and 5.89 as directed by the engineer.

BEGIN MP END MP AGGREGATE (TONS)

1.61 5.89 730

Table 2- Surfacing Locations and Quantities

General Notes

1. The contractor shall be responsible for contacting MISS UTILITY in advance of any work on the road to identify any existing utilities that may parallel the road.

2. All turnouts and curve widened areas are considered part of the roadway and shall be included with surface blading, ditch, and culvert cleaning work at no additional cost.

3. Rocks (larger than 2 inches), sediment, wood debris (larger than 1.5 inches and 18 inches long), leaves and other debris in the ditch line shall be removed and wasted over the fill slope or as directed by the Engineer.

4. Road surface must be approved in writing by the Contracting Officer’s Representative (COR) prior to placing any aggregate on the road.

5. During removal of protruding rocks from roadbed and ditch lines, all suitable material shall be conserved and kept within the traveled way.

6. Backslopes shall not be undercut. Drainage structures and road appurtenances shall not be damaged during this operation and the contractor will be responsible for any damage that occurs from this operation. Handwork required to properly connect ditch flow lines to drainage structure inlets is incidental to Pay Item 303.18, Road

Reconditioning, Roadbed. Any existing damaged culverts shall be brought to the COR’s attention for repair by the Forest Service.

7. When ditch bottoms are soft or if there is standing water present, avoid running the motor grader tire in the ditch. Reshape the ditch using the extended blade of a motor grader.

8. All suitable material excavated out of the ditch, and having the same character as the road surface, shall be reclaimed and used within the traveled way. Unsuitable material shall be wasted beyond and below the outer edge of the road shoulder or as directed by COR.

9. Contractor shall test aggregate according to The Standard Specifications for the Construction of Roads and

Bridges on Federal Highway Projects (FP-03), Section 154. Testing for gradation, moisture content, and maximum density shall be performed for every 1,000 tons of aggregate or other approved testing frequencies at the quarry and at the project location.

10. Compaction shall be performed with a motor grader and / roller to meet the requirements of FP-03, Subsections

301.04 and 301.05. Mix the aggregate and adjust the moisture content to obtain a uniform mixture with a moisture content within 2 percent of the optimum moisture content determined by AASHTO T 99 or other approved testing procedures. Compact aggregate to at least 95 percent of maximum density determined by

AASHTO T 99 or other approved testing procedures. Determine the in-place density and moisture content according to AASHTO T 310 or other approved testing procedures.