amendment1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF

CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 1

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

Amendment 0001 09/03/2010

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

ROCKY MOUNTAIN ACQUISITION SERVICE TEAM -

DURANGO OFFICE

15 BURNETT COURT

DURANGO, CO 81301

SAME AS BLOCK 6

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

X

AG-82X9-S-10-00154

9B. DATED (SEE ITEM 11)

08/13/2010

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 __ copies to the issuing office.

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

South Mineral Culvert Replacement - Incorporated by this amendment are the following:

a. Pen and ink change to the description of Item No. 20963, Schedule of Items in Section B include the words

“Method B” at the end of the description

b. Bridge Load rating summary for reference

c. Notes from Show‐Me trip

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)

GINGER R. DOMINGOS

Contracting Officer

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

09/03//2010 (Signature of person authorized to sign) (Signature of Contracting Officer)

Notes from the “Show Me” trip for South Mineral Creek Culvert Replacement (Solicitation No. AG-82X9-S- 10-0154):

1. Bid item 20962, “Structural Backfill type CDOT class 6”, should read, "Structural Backfill type CDOT class 6, Method B." This designates the method of compaction as described in FSSS 209 and was inadvertently left out of the plans.

2. If the contractor plans on hauling overweight loads across the South Mineral Creek Bridge an overweight Bridge permit may be issued after review by the San Juan National Forest Engineer.

This submittal should show axle configuration and axle loadings. The bridge load ratings will be included in an amendment.

3. The caution sign relative to flash flooding potential was pointed out the attendees

An additional note, for clarify possible commercial material sources in Silverton:

1. CDOT, Nominal Stone Size Riprap and ABC CL 6 aggregate have been recently produced commercially in Silverton for use in the construction of the South Mineral Creek Bridge replacement. Construction continues of the bridge is in progress and may be finished in the next few weeks.

COLORADO DEPARTMENT ^* TRANSPORTATION

TIMBER RATING SUMMARY

Rated Using:

Asphalt Thickness: -0- mm (-0- in.)

[X] Colorado Legal Loads

[ ] Interstate Legal Loads

Structure # u ̂ 8585- 1.0

Abbr. Sir. # 585-1.0

Road or Street # Forest Road 585

Batch I.D.

Structure Type TTS

Parallel Structure # N/A

Structural Member DECK GIRDER

Metric Tons (Tons) Metric Tons (Tons) Metric Tons (Tons) Metric Tons (Tons)

Inventory

MS 18 (HS20)

Operating

MS 18 (HS20)

29.3 (32.3)

39.0 (43.0)

28.0 (30.9)

38.5 (42.5)

Inv.

Type 3 Truck Opr.

Inv.

Type 3S2 Truck Opr.

Inv Type 3-2 Truck Opr.

Permit Truck

35.7 (38.7)

55.3 (61.0)

55.3 (61.0)

20.5 (22.7)

32.3 (35.7)

32.3 (35.7)

Type 3 Truck Interstate

21.8 metric tons (24 tons) Colorado

24.5 metric tons (27 tons)

Type 3S2 Truck Interstate

34.5 metric tons (38 tons) Colorado

38.6 metric tons (42.5 tons)

Type 3-2 Truck Interstate

35.4 metric tons (39 tons)

Colorado

38.6 metric tons

(42.5 tons)

Inventory = 20 (22)

Inventory = 32 (35) Inventory = 32 (35)

Metric Tons Tons Metric Tons Tons Metric Tons Tons

Comments:

From 1992 Rating:

2 '/2" timber runner planks on 3 Vi" x 12" timber plank deck.

Girder rated is typical 6 3/4" x 17 1/2" timber, spanning 21'-0", spaced at 2'-3" on center

F b=l ,600psi , F v =113ps i .

NO POSTING REQUIRED

Rated By:

Todd Stueve

Date:

9/13/96

Checked By:

Jim Inglis

Date:

10/17/96

INSPECTED BUT NOT RATED

SHORT ELLIOTT HENDRICKSON INC.

By: Date:

J