Amendment_A003.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 02/19/2019 N/A See Block 10

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 69056718B000026

9B. DATED (SEE ITEM 11)

01/22/2019

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 (_X_ ) 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)

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).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

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 PRA DENA 10(35), Repave Denali Park Road MP 0.0 to 3.4 See page 2

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

AK PRA DENA 10(35)

Repave Denali Park Road MP 0.0 to 3.4

Amendment No. A003, dated 02/19/2019 Solicitation No. 69056718B000026

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 02/21/2019 to 02/22/2019.

PLANS

Plan Sheet H.3 Revises Requirements and Adds Footnote 4.

ENCLOSURES

Pages:

Plan Sheets:

H.3

Page(s) not included due to Pen and Ink change(s):

A-3

New bid opening date: 02/22/2019 overlap full width of trench at top

Geotextile filter, class 2, type A, Granular backfill

[1]Backfill

NO SCALE

NOTE:

FOOTNOTE:

Dit ch slo pe of fill slo pe

Existing ground

SYSTEM DETAIL

STANDARD UNDERDRAIN

24"

LC

SECTION

DitchShoulder

STANDARD UNDERDRAIN WITH OUTLET PIPE

UNDERDRAIN DETAIL

STANDARD

Underdrain Detail below

See Standard polyethylene drainage tubing

8-inch Perforated corrugated

Traveled lane

125+00 to 131+00 RT

[3]6-inchs from ground

Extend outlet

[2]invert or toe of fill slope

Proposed ditch slope to drain, 2% min. to 10% max.

Solid wall outlet drain pipe 8" Ø, Backfill outlet pipe with conserved excavation.

Adjust locations as directed by the CO based on field conditions.

200-feet of underdrain at 125+00, 127+00, and 129+00.

125+00 to 131+00, RT, Construct one outlet for every

Match existing

3.

2.

1.

not to exceed five feet.

Maximum excavation depth for standard underdrain

2 Revised by Amendment A002

H.3

STATE PROJECT

NUMBER

SHEET

A

M

F e b r u a r y

I n t_ ft

D

C U s e r s C li n to n .C h o y D e s k to p P S

E R e v ie w E n g in e e r A m e n d m e n ts A

K

R e p a v e D e n a li P a r k R o a d A A d e n a e c .d g n

AK NPS DENA 10(35)

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment A0033 four feet.

bands or by other approved means.

605.03. Hold the screen securely in place with standard coupling

Cover the end of outlet pipe with screen according to Subsection[3]

Clear and grub existing ditch prior to system installation.[2] of granular backfill as shown.

Conserve material from trench excavation for backfill on top [1]

Adjust depths to drain as directed by the CO.[4]