Amendment_A001_Darrington_District.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)

A001 05/16/2018 N/A See box 14

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

DTFH7017B00033

9B. DATED (SEE ITEM 11)

04/19/2018

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).

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.)

WA FS ERFO 2016(1)-20(3), Darrington District Emergency Repairs, Phase I 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

Amendment No. A001, dated 05/16/2018 Project No. WA ERFO 2016(1)-20(3) Solicitation No. DTFH7017B00033 Darrington District Emergency Repairs, Phase I

REVISIONS ARE AS FOLLOWS:

PLANS

Plan sheet I.1 Revises, Aggregate Description

Plan sheet S.1 Revises, Aggregate Description

ENCLOSURES

Plan Sheets:

Sheet I.1 Sheet S.1

FOOTNOTE:

Turf establishment.[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data [1]

NO SCALE

[1]Slope

C o n s tr u c ti o n L im it s

278+25 to 279+30

273+62 to 274+80

271+50 to 272+31

TYPICAL SECTION

TYPICAL SECTION

FSR 2700 MP 6.9

C o n s tr u c ti o n L im it s

PAVEMENT TRANSITION

BEGINNING AND ENDING

I.1

STATE PROJECT

NUMBER

SHEET

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 w a e f1 ia .d g n

WA FS ERFO 2016(1)-20(3)

P

M

M a y

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

Revised by Amendment No. A001

1:4 1:4

[2

[2]

[2

Existing ground

6" compacted depth

Roadway aggregate, method 1, grade

Profile

T o e o f fi ll

Variable

Variable

Travel Lane Travel Lane

[3]

[3]

Unclassified borrow

Existing surface for structure dimensions

Profile, see Typical Section

Matchline elevation and cross slope

Match existing aggregate surface

See Typical Sections

6'6'

LC

Turf establishment[3]

Construct slopes as shown in the Staking Report Data Listing.[2]

Listing.

Superelevate roadway as indicated in the Staking Report Data [1]

NO SCALE

TYPICAL SECTION

FSR 4065 MP 1.15

FOOTNOTE:

TYPICAL SECTION

TYPICAL SECTION

S.1

STATE PROJECT

NUMBER

SHEET

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 w a e f1 s a .d g n

WA FS ERFO 2016(1)-20(5)

P

M

M a y

K

H a r r is o n

K

A le x a n d e r

C h e c k e d b y

D e s ig n e d b y

1 Revised by Amendment No. A001

1:4 1:4

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s

C le a r in g L im it s

C le a r in g L im it s

[1]Slope

[2] [2] grade

Profile

Existing ground

LC

[3]

Lane

Travel

Lane

Travel

[3]

Variable 6'-0" 6'-0" Variable

Existing ground

[3]

Lane

Travel

Lane

Travel

C o n s tr u c ti o n L im it s

C le a r in g L im it s

C o n s tr u c ti o n L im it s

C le a r in g L im it s

[1]Slope grade

Profile

Variable 6'-0" 6'-0" Variable

1:4

[2

1.5 m in

1:4

301+25 - 301+50

301+50 - 301+80

300+70 - 301+25

Unclassified borrow

Unclassified borrow class 3

Placed riprap, method B, 6" compacted depth

Roadway aggregate, method 1, method 1, 6" compacted depth

Roadway aggregate,