A001_MT_PRA_GLAC_1041(1)_Final.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 N/A MT PRA GLAC 1041(1), Construct Additional Parking Module at the Apgar Transit Center

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

DTFH70-12-R-00008

9B. DATED (SEE ITEM 11)

10/05/2012

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.)

MT PRA GLAC 1041(1), Construct Additional Parking Module at the Apgar Transit Center

See page 2 for revisions.

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, 10/17/2012 MT PRA GLAC 1041(1) Solicitation No. DTFH70-12-R-00008 Construct Additional Parking Module Page 2 at the Apgar Transit Center

REVISIONS ARE AS FOLLOWS:

SPECIAL CONTRACT REQUIREMENTS

Page Section/Table Revision F-13 609.11 Payment Adds 609.11

PLANS

Plan sheet #G.1 Revises Concrete Gutter Detail

ENCLOSURES

Pages:

F-13

Plan Sheets:

G.1

F-13

Special Contract Requirements Project: MT PRA GLAC 1041(1), Construct Additional Parking Module at the Apgar Transit Center

03USC09/14/08

Section 609.— CURB AND GUTTER

Construction Requirements

609.05 Concrete Curb or Curb and Gutter. Delete the text of this Subsection and substitute the following:

Perform work according to Section 601. Cast in-place the gutter, using forms that extend for the full depth of the concrete.

(a) Contraction joints. Construct gutter in sections of uniform 10 foot lengths. Construct contraction joints ⅛-inch wide.

(b) Expansion joints. Form expansion joints where new concrete gutter joins existing gutters or paved ditches, and at intervals of 60 feet, using ¾-inch expansion joint filler.

Finish the concrete smooth and even. For concrete gutters, broom finish perpendicular to the gutterline according to Subsection 552.14(c)(2). For concrete curbs or curb and gutter, broom finish parallel to the gutterline according to Subsection 552.14(c)(2). Leave forms in place for 24 hours or until the concrete has set sufficiently so forms can be removed without damaging the gutter.

Measurement

609.10 Delete the third paragraph and substitute with the following:

Do not measure bed course material for payment.

Payment

609.11 Add the following:

Payment will be made for the concrete gutter under 60902-1000.

Revised by Amendment A001

CONCRETE DETAILS

GUTTER DETAIL

CONCRETE CURB AND

concrete pavement

Hot asphalt method 1

Roadway aggregate, concrete pavement

Hot asphalt method 1

Roadway aggregate, CONCRETE GUTTER DETAIL

NPS Pkg. No. 171904 NPS Drwg. No. 117/114, 361

G.1

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 1041(1)

A

M

S e p te m b e r

I n t_ ft

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

R J o h n s o n

M

F r y e

C h e c k e d b y

D e s ig n e d b y

#5 rebar

#5 rebar

2 - #4 rebar

CONCRETE WHEEL STOP

concrete pavement

Hot asphalt

Fill with silicone sealant.

" dia. hole, recess rebar 1". 4

#4 rebar

FLUSH CURB DETAIL

1 Revised by Amendment A001.

18"

" R

6"

1" R

R

12"6"

2’-0"2’-0"

12"

10"

" 6’-0"

1’-0"1’-6"1’-0"

Blend slope with adjacent pavement slope.

FOOTNOTES:

No scale

#4 metal rods, cut at joints

Bedding material

" Expansion joint8

G.2.

concrete. See detail on Sheet

Sidewalk, exposed aggregate

1.

features in the existing parking lot.

Match features in proposed parking lot with

NOTES: