Amendment_0001_-_NP-GRSM_1B22.pdf

(x)

693C7318B000014 x x

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 ACKNOWLEDGEMENT 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.

x

Sterling VA 20166-6511

EFLHD-CO

21400 Ridgetop Circle Construction Office Eastern Federal Lands Highway Div.

Federal Highway Administration

Sterling VA 20166-6511

EFLHD-AC

21400 Ridgetop Circle Acquisitions Office Eastern Federal Lands Highway Div.

Federal Highway Administration

See Block 1403/01/20180001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

02/08/2018

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

IT Related Pur: IT PURCHASE-NO

Project: NP-GRSM 1B22

The purpose of this Amendment is to:

1. Update the Special Contract Requirements (J Pages), Section 634, to revise the requirements for permanent pavement markings.

2. Update the Plans to delete the requirement for taper milling adjacent to stone curb.

The Bid Opening date remains March 13, 2018, at 2:00 p.m. EST.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Amendment No. 0001

Amendment Info

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project NP-GRSM 1B22

Great Smoky Mountains National Park Solicitation: 693C73-18-B-00014

The purpose of this Amendment is to:

1) Update the Special Contract Requirements (J Pages), Section 634, to revise the requirements for permanent pavement markings.

2) Update the Plans to delete the requirement for taper milling adjacent to stone curb.

The Bid Opening date remains March 13, 2018, at 2:00 p.m. EST.

SCR changes

Special Contract Requirement (J Pages) changes

1. Add the following to Subsection 634.03 of the Special Contract Requirements, page J-46:

Furnish thermoplastic pavement markings that will set to bear traffic in no more than 2 minutes when the air temperature is 50 °F, or no more than 10 minutes when the air temperature is 90 °F.

2. Delete Subsection 634.07 of the Special Contract Requirements, Page J-46, and substitute the following:

634.07. Delete the fourth paragraph and substitute the following:

For all pavement marking lines, apply thermoplastic at 90 mil dry film thickness.

3. Delete the text of the first paragraph of Subsection 634.07(a) of the Special Contract Requirements, Page J-46, and substitute the following:

Apply AASHTO Type 3 or Type 4 glass beads on the thermoplastic at a rate recommended by the manufacturer to meet the following retroreflectivity requirements as measured by a 30-meter mobile retroreflectometer in accordance with ASTM E1710 and as approved by the

CO:

Plan Sheet changes

Plan Sheet changes

Delete Plan Sheet B02, and substitute the amended Plan Sheet B02.

Plan Sheet B02, Typical Sections, modified to delete the variable depth milling note adjacent to stone curb.

B02

TYPICAL SECTIONS

NO SCALE

1.

5:

M

AX

11'-0" +/-

Travel lane

11'-0" +/-

Travel lane

11'-0" +/-

Auxiliary lane

PROPOSED PAVEMENT STRUCTUREEXISTING PAVEMENT STRUCTURE

Aggregate base, 6-inch depth

Asphalt concrete pavement, 8½-inch depth exist.

Match exist.

Match

CL Roadway

Existing ground varies

Do not disturb existing sidewalk (where applicable)

Do not disturb existing stone or asphalt curb

11'-0" to 12'-0"

Travel lane

PROPOSED PAVEMENT STRUCTURE

exist.

Match

Asphalt concrete pavement, 8½-inch depth

EXISTING PAVEMENT STRUCTURE

Aggregate base, 6-inch depth

Variable depth milling, 3'-0"

Variable width, 15-0" min.

Pull-off or parking area

NEWFOUND GAP ROAD

MP 30.44 to MP 30.74

Asphalt Concrete Overlay:

3'-0" shoulder

Profile grade

Varies Varies

* from MP 30.36 to 30.57 only

*Concrete curb

*Paved width, MP 30.44 to MP 30.57

Curbed median, variable

See Paving Summary for locations

Existing ground see Note 5

Recondition shoulder, -inch depth8 5Type IV roughness, Ultra-thin bonded wearing course, -inch depth8 5Type IV roughness, Ultra-thin bonded wearing course, NEWFOUND GAP ROAD

SCHEDULE A

3'-0"

NEWFOUND GAP ROAD EXISTING PULL-OFFS

during all asphalt overlay operations.

concrete islands, and manholes from asphalt concrete

7. Protect roadside elements such as stone curb, concrete curb,

6. Construct pavement transitions according to Detail E401-01.

Round hinge points as directed by the CO.

rollover is 8 percent for aggregate-topsoil course shoulders.

the finished top edge of pavement. Maximum shoulder elevation adjacent to the pavement edge, at ½-inch below establishment to disturbed areas. Maintain a final shoulder

Place 2 inches of aggregate-topsoil course and apply turf locations designated in the plans or as directed by the CO.

5. Recondition shoulders according to Subsection 303.04 at overlay.

cracks according to Section 414 prior to placing asphalt

4. Remove existing pavement markings and seal all

3. Limit asphalt overlay to within existing edge of pavements.

existing field conditions.

2. Match roadway cross slopes and superelevations to

No pavement borings were performed for this project.

1. Existing pavement depths taken from as-built drawings.

NOTES

AMENDMENT NO. 1 1

Deleted variable depth milling note. MH 02/26/18

DESCRIPTION BY DATE

REVISIONS

NO.

F e b

A

M M P

R O J E

C T S g r s m b P r o j_

D e v C

A D

D B g r s m b ty p .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

STATE PROJECT

GREAT SMOKY MOUNTAINS NATIONAL PARK

No.

SHEET

188925

No.

PMIS

No.

NPS

NP-GRSM 1B22

60,919

NC,TN