AmendmentNo1.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION / MODIFICATION OF CONTRACT 1 4

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

AMENDMENT NO. 1 09/10/2009

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

MT. BAKER-SNOQUALMIE NATIONAL FOREST

2930 WETMORE AVENUE, STE 3A

EVERETT, WA 98201

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

AG-05M6-S-09-0081

9B. DATED (SEE ITEM 11)

9/09/2009

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers is extended, X is not ex-tended.

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 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.

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.

UPPER DEADHORSE CREEK BRIDGE INSTALLATION, MT. BAKER RANGER DISTRICT

Replace Project Drawings Sheets 03 thru 05 with the attached revised drawings. All else remains the same.

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

BONNIE L. CHILDS, CONTRACTING OFFICER

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

BY

/S/ Bonnie L. Childs

09/10/2009

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

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FAR (48 CFR) 53.243

# ITEM NOTES

1. 15101 Mobilization - All construction signing, traffic control, erosion control, equipment cleaning, and control of noxious weeds are indirect costs to mobilization.

Equipment shall be washed, cleaned, and inspected by the Contracting Officer (CO) prior to accessing the project.

A traffic control & temporary signing plan shall be submitted to the CO prior to beginning work. The road may by closed to vehicles at the bridge site during construction work with 10 days advance signing/notice to the public. The closure may only be done for a maximum of 12 consecutive days between 7/6/2010 and 7/30/2010, with no more than one weekend included in the closure period. Foot traffic may be allowed through the site if it can be done safely under the traffic control plan.

Otherwise, a flagged path shall be provided around the work area (outside the clearing limits).

2. 15201 Construction Survey and Staking - Staking shall include centerline and slope stakes for the roadway and stream excavation, and the ends of the bridge. Typical roadway sections and staking notes to be provided to the contractor.

3. 20101 Clearing - Clearing shall only be done at the bridge site within the designated clearing limits and at the waste area/riprap source within the previously cleared limits, which shall be designated on the ground by the CO. All clearing debris shall be scattered outside the clearing limits or deposited in the designated waste area and buried under the unsuitable excavation. The quantity shown in the Schedule of Items only includes the bridge site. Brushing of Road 3700033 and clearing within the waste area/riprap source are indirects costs to this item.

4. 20301 Removal of Culvert (96" CMP) - The existing 8' corrugated metal pipe shall become the property of the contractor and shall be removed off of National Forest lands and disposed of properly. The final stream profile shall match the profile shown on Sheet 5, and shall match the existing stream bed in character. Clean streambed material that is backed up above the CMP inlet shall be placed within the streambed downstream of the inlet after the CMP is removed. A de-watering plan shall be submitted for approval by the CO prior to commencing work. This work is an indirect cost to the culvert removal.

# ITEM NOTES

5. 20411 Embankment Construction, Compaction Method C, Finish Method A - Includes the embankment for the bridge approaches. The material may be obtained from suitable material generated on the project and approved by the

CO.

6. 20415 Unsuitable Excavation - Includes all material from the roadway or stream excavation that is not suitable for the embankment, riprap, or streambed material, or that is excess to these needs. Unsuitable material shall be placed in east end of the Burnt Knob Quarry at Milepost

0.5 of Road 3700033, within the previously cleared limits.

Within 14 days of completion of the excavation, the waste area and any new cut and fill slopes shall be seeded and mulched with an approved FS seed mix and weed-free straw. This work is an indirect cost to this pay item.

7. 25101 Placed Riprap - The Class 8 Riprap rock shall be obtained from suitable material generated on the project and approved by the CO, or from loose rock (on the quarry floor or on the fractured face) in the Burnt Knob Quarry.

8. 32201 Aggregate Base - The aggregate base shall be obtained from a commercial source. It shall meet the requirements equal to the Washington State DOT mix 1-1/4" minus, dense graded. Material Certification, Testing Reports, and Gradation Reports shall be submitted to the Contracting Officer for approval prior to delivery to the project. The crushed aggregate is for the leveling pad under the footings, surfacing for the new roadway and the fill over the corrugated steel deck. .

9. 57190 Install Government Furnished Pre-fabricated Bridge Superstructure - Includes loading, hauling, and erecting the Government furnished 70' long bridge, sills, backwalls, signs and bearing pads. The bridge (and associated parts) will be delivered to Miner's Quarry by the supplier (delivery date to be coordinated with the supplier) and it shall be unloaded by the Contractor. The bridge is built by BigR Manufacturing, and is supplied full length in two halves. Each bridge half weighs approximately 28,850 lbs. as delivered. There shall be 6" - 12" of well compacted gravel placed under each footing. All bridge members shall be in a clean condition prior to acceptance.