Amendment_0001_-_NP-NCR_PMS_WV(1)_MD(1).pdf

(x)

DTFH7116B00023

x x 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 1403/31/20160001

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

03/03/2016

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.)

Project: NP NCR PMS WV(1), MD(1)

The purpose of this Amendment is to:

1) Revise the Plans to replace Sheets C05, C07, and S05.

2) Provide additional Government Furnished Information (Bridge Inspection Reports).

a. Report_Bridge Inspection_HAFE.

b. Report_Bridge Inspection_MONO.

3) Provide a summary of responses to questions/clarifications asked by potential bidders.

4) The Bid Opening date is extended to April 7, 2016, 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 Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project NP-NCR PMS WV(1), MD(1)

Harpers Ferry National Historical Park and Monocacy National Battlefield Solicitation: DTFH71-16-B-00023

The purpose of this Amendment is to:

1) Revise the Plans to replace Sheets C05, C07, and S05.

2) Provide additional Government Furnished Information (Bridge Inspection Reports).

a. Report_Bridge Inspection_HAFE.

b. Report_Bridge Inspection_MONO.

3) Provide a summary of responses to questions/clarifications asked by potential bidders.

4) The Bid Opening date is extended to April 7, 2016, at 2:00 p.m. EST.

Plan Sheet changes

Delete Plan Sheets C05, C07, and S05, and substitute the amended Plan Sheets C05, C07, and S05.

1) Sheet C05 updated to include bridge approach work.

2) Sheet C07 updated to include bridge approach work.

3) Sheet S05 updated to replace the detail for asphalt curb and remove the non-applicable curb details.

Questions/Clarifications

Questions / Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, but questions submitted within 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

The following questions and issues were submitted via email. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included.

The Government’s direct response to the sender may also have been updated below for better clarity.

1. What is the purpose of a 3/4-inch thick asphalt concrete pavement overlay? This overlay thickness is unusual. What asphalt mix is expected?

Response: The intent of the ¾-inch pavement overlay is to provide a sealing surface to help preserve the pavement, seal cracks, and reduce water infiltration. The Contractor must submit a mix design as required by Subsection 401.03 of the FP-14 and Special Contract Requirements. The nominal maximum aggregate size (NMAS) should be approximately ¼-inch. Placing the hot asphalt concrete pavement (HACP) at ¾ inch thickness will provide 3 to 5 times the NMAS aggregate.

2. What is the purpose of the chip seal underneath the ¾-inch thick asphalt concrete overlay?

This treatment also seems to be unusual.

Response: The chip seal beneath the HACP overlay will provide a stress absorbing membrane interlayer and reduce reflective cracking. The chip seal will fill and seal cracks to reduce other pavement distresses.

mailto:eflhd.contracts@dot.gov