A003_AK_DOT_135(2).pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A003 04/03/2015 N/A AK DOT 135(2)

Glenn Highway Chickaloon Bridge

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

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

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

X

DTFH70-14-B-00019

9B. DATED (SEE ITEM 11)

03/09/2015

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

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 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)

N/A

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.

N/A

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)

N/A

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

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

AK DOT 135(2), GLENN HIGHWAY CHICKALOON BRIDGE

See Page 2 for changes.

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) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

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

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A003, dated 04/3/2015 AK DOT 135(2) Solicitation No. DTFH70-14-B-00019 Glenn Highway Chickaloon Bridge

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-20 552.14(c) Texturing Deletes subsection

PLANS

Plan sheet #D.3 Revises Right of Way

ENCLOSURES

Pages:

F-20

Plan Sheets:

D.3

F-20

Special Contract Requirements Project: AK DOT 135(2), Glenn Highway Chickaloon Bridge specimens. Provide the appropriate initial curing, and transport the cylinders to the project curing facility. Two 6 inch by 12 inch specimens, or three 4 inch by 8 inch specimens will be used for 28-day compressive strength tests. The remaining cylinders will be used for verification, projected strengths, or other purposes specified. Assist in the performing of other tests as requested.

After initial curing, furnish and maintain a suitable environment to cure cylinders according to WFLHD T 23-94. Provide suitable containers to protect and continue the curing of cylinders while transporting. Deliver cylinders to the Vancouver Laboratory according to Subsection 154.02. Cylinders will be tested at 7, 14, and 28 days from the date molded. Ensure cylinders arrive at the Vancouver Laboratory at least 1 day before the designated test date.

552.12 Construction Joints. Delete the third paragraph and substitute the following:

When the joint is between two fresh concrete placements, rough float the first placement to thoroughly consolidate the surface and leave the surface in a roughened condition. Clean the joint surface of laitance, curing compound, and other foreign material. Use an abrasive blast or other approved method to expose the aggregate on the joint surface. Re-tighten forms where the joint overlaps the first placement. Immediately before placing new concrete, flush the joint surface with water and allow to dry to a surface dry condition.

552.14(c) Texturing. Delete the first paragraph and substitute the following:

Finish after floating or at a time when finishing operations will not displace aggregate. Produce a skid-resistance surface texture on all driving surfaces by grooving. Do not groove top of structural concrete deck prior to placing lightweight concrete wedge. Use one of the following finishes or a combination thereof for other surfaces as required.

552.16 Finishing Formed Concrete Surfaces. (Added paragraph).

Refinishing. Clean and refinish according to the appropriate class any concrete surfaces which are exposed to view (e.g., piers, columns, web walls, etc.) and have become streaked and unsightly due to spilled mortar, leaching, or some other cause.

Delete Table 552-9 and substitute the following:

Revised by Amendment A003

N

D

R= 600.00' T= 184.15' L= 357.35'

CP

13195

P C

C

.8

P T

.1

P O

T

.9

See Sheet E.3

Trail C e= 0.052

CUYD

EXC.

CUYD

EMB.

417+50415+00412+50410+00

D.3

STATE PROJECT

NUMBER

SHEET

AK

DOT 135(2)

P

M

M a r c h

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d a k fc .d g n

D

S L

A N I N

A W

W I T

U C

K I

C h e c k e d b y

D e s ig n e d b y

Existing ground

Existing ground

Profile grade

Profile grade

416+78.93

AK DOT 135(2)

CHICKALOON BRIDGE

GLENN HIGHWAY

END PROJECT

Ex is ti ng .0

Future Alignment

El=931.22

E=169821.06

N=224000.78 constructed

Line to be

5,965

4,473

See Sheet C.2 class 2 (type 2)

Construct riprap ditch, 414+00 to 416+78.93

Revised by Amendment 003

6.

200' VC

.8

7.

.2