Amendment1.pdf

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

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

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

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 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 your 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 APPROPIRATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. 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

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.

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 4

1 Jul 20, 2010

USDA Forest Service Gifford Pinchot National Forest 10600 NE 51st Circle Vancouver, WA 98682

AG-05K3-S-10-0050

Jul 20, 2010

Forest Road 74 Repair

This solicitation is amended to incorporate the following with the attached revisions:

-Section C.1 and C.2 of the solicitation

-Page 15 of the solicitation attachments document

No other changes are made by way of this amendment.

C.1 Scope of Contract

There are five separate work sites associated with this contract.

Site # 1 – Forest Road 7409, 2 sites at mileposts 1.5 and 2.0

Contractor provides 250 Cubic Yards of 2” minus crushed rock Transport crushed rock to site and place material

At milepost 1.5 establish a flat bench area on the downhill side of the road at shoulder wash out and use 150 Cubic Yards of imported material to rebuild the fill slope and road. At milepost 2.0 place 100 Cubic Yards of imported material in dip in road to level road surface. The finished road width and alignment should be consistent with the adjacent road segments. This completes the work at this site. See Project Location for specific directions to project site.

Site # 2 – Forest Road 74 at milepost 10.0

Contractor provides 200 Cubic Yards of Class 4 Rip-Rap Contractor provides 20 Cubic Yards of Crushed aggregate Contractor provides 40 linear feet of 60” diameter culvert and required connecting bands Transport all material to site and place material

The work includes removal, transport and placement of approximately 500 cubic yards of a combination of woody debris and other unsuitable material. The disposal site(s) for this material will be within 1 mile of this site. Excavate roadway and create new stream channel as called for. Install new 40 foot long 60” diameter corrugated metal pipe and place 200 cubic yards of class 4 Rip-Rap on down stream side of road to rebuild shoulder failure. Place 20 cubic yards of crushed aggregate to rebuild road surface. This completes the work at this site.

Site # 3 — Forest Road 74 at milepost 10.5

Contractor provides 722 Cubic Yards of Class 4 Rip-Rap Contractor provides 20 Cubic Yards of Crushed aggregate

The work includes repairing an area of the road that has failed creating a hole averaging 65 feet long, 20 feet wide and 15 feet deep. Repair involves creating a stable accessible work area and placing 722 Cubic yards of Class 2 Rip-Rap to rebuild the road way. Place 20 cubic yards of crushed aggregate to rebuild road surface. This completes the work at this site.

Site # 4 — Forest Road 74 at milepost 11.6

Contractor provides 11,450 Cubic Yards of Class 4 Rip-Rap Contractor provides 36 Cubic Yards of Crushed aggregate Contractor provides 160 linear feet of 120” diameter culvert and required connecting bands

The work includes repairing the road at the Wildcat creek crossing where the road washed out. The washout is approximately 30 feet wide at the stream bed, 80 feet wide at the road surface and 50 feet deep. Remove the remains of the existing 120” diameter culvert, Install new 160 foot long 120” diameter corrugated metal pipe and place 11,450 cubic yards of class 2 Rip-Rap. Place 36 cubic yards of crushed aggregate to rebuild road surface. This completes the work at this site.

Site # 5 — Forest Road 74 at milepost 32.7

Contractor provides 450 Cubic Yards of Class 4 Rip-Rap Contractor provides 20 Cubic Yards of Crushed aggregate Contractor provides 60 linear feet of 24” diameter culvert and required connecting bands

The work includes repairing an area of the road that has failed creating a hole averaging 60 feet long, 20 feet wide and 10 feet deep. Repair involves creating a stable accessible work area. Remove the remains of the existing 24” diameter culvert, Install new 60 foot long 24” diameter corrugated metal pipe and place 450 Cubic yards of Class 2 Rip-Rap to rebuild the road way.

Place 20 cubic yards of crushed aggregate to rebuild road surface. This completes the work at this site

C.2 Project Location

This project is located within the Gifford Pinchot National Forest, in the State of Washington.

Sites # 1 – 5 Are accessed from the Christian Camp turn off of the 74 road located at milepost 12.2 of Washington State Highway 7. Sites # 1-4 are accessed by going first 2.0 miles on the 74 road to the junction with the 7409 road and then going 12.0 miles following the 7409 road. The 7409 road then intersects with the 74 road at milepost 9.4, turn left onto the 74 road and follow it to the sites at mileposts 10.0, 10.5 and 11.6.

Site # 5 access is to turn off onto the 74 road at milepost 12.2 of Washing ton State Highway 7 and then follow the 74 road for 3.4 miles to the site.

At milepost 18.5 of the 74 road is a weight restricted bridge which only has a 5 ton load limit which is why site # 5 is accessed from the end of the 74 road. The end of the 74 road is at milepost 36.1 and is located at milepost 12.2 of Washington State Highway 7.