SF30 - Amendment 001 - PRA-ASIS 11(3).pdf

(x)

DTFH7110B00052

x x

0 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.

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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

PRA-ASIS 11(3)08/26/2010001

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

07/30/2010

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.)

The purpose of this Amendment is to:

1) Revise the Special Contract Requirements (J-pages) as follows.

a)Section 156 to add staging area location information.

b)Section 576 to revise shop drawing requirements.

2) Revise the Plans to clarify the mean sea level elevation.

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

4) Bid Opening Date remains August 31, 2010 at 2:00 pm 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 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

Amendment No. 001

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project PRA-ASIS 11(3)

ASSATEAGUE ISLAND NATIONAL SEASHORE

Solicitation: DTFH71-10-B-00052

The purpose of this Amendment is to:

1) Revise the Special Contract Requirements (J-pages) as follows.

a) Section 156 to add staging area location information.

b) Section 576 to revise shop drawing requirements.

2) Revise the Plans to clarify the mean sea level elevation.

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

4) Bid Opening Date remains August 31, 2010 at 2:00 pm EST.

Special Contract Requirement changes

1. Add the following to Section 156 of the Special Contract Requirements, page J-13.

156.06(d). Add the following:

The Contractor’s staging area can be at the boat ramp, which is located at the north end of Boat Ramp Access Road off of Beach Access Road. It is approximately ½ mile southwest of Assateague Channel Bridge. The staging area is approximately 500 feet by 500 feet, and there are no utilities available.

2. Delete items (d) and (e) from Subsection 576.10 of the Special Contract Requirements, page J-21.

Plan Sheet changes

1. Delete Plan Sheet R02 and substitute amended Plan Sheet R02.

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A

M M

P ro je c ts

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PROJECT TEAM LEADER BRIDGE DRAWING

of

DATE DRAWING NO.SCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

ASIS 11(3) VANE

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGIONPMIS NO’S

NPS

NO.

ASSATEAGUE CHANNEL BRIDGE

ASSATEAGUE ISLAND NATIONAL SEASHORE

BAO JEG Quinn Nguyen 7

122297A

QN August 2010

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R02

SECTION A-A DETAIL A

A A

Scale: 38" = 1’-0"

Not to scaleScale:112" = 1’-0" Not to scale

DETAIL B

TIDE TABLE

Scale: 34" = 1’-0"

(SCHEDULE A)

As Shown

TYPICAL SECTION AT BENT

FRP PILE ENCAPSULATION

PRECAST PILE ENCAPSULATION

AMENDMENT 001

8/25/10 BAO Modified elevation of MSL

ASIS 11(3) VANE

STATE PROJECT

SHEET

NO.

REGIONPMIS NO’S

NPS

NO.

122297A

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

BAO JEG Quinn NguyenQN

BRIDGE DRAWING

of

DATE DRAWING NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASSATEAGUE CHANNEL BRIDGE

ASSATEAGUE ISLAND NATIONAL SEASHORE

7 August 2010

PROJECT TEAM LEADERSCALE

Questions-Clarifications Page 1 of 2

Questions/Clarifications

The following questions and issues were submitted via email at eflhd.contracts@dot.gov. The Government response or clarification is provided. 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. Are there any restrictions to work regarding any marine or wildlife. I.E. Fish spawning or oyster beds.

There are no work restrictions regarding marine or wildlife. However, the Contractor should still use best management practices to minimize any adverse affects in regards to turbidity and sediment control due to its potential affect on marine life and water quality.

2. On Page J-21 576.10 d/e, it asks for shop drawings for negative connections to steel and continuity checks and corrective action. Is this an error? I do not see anything for cathodic protection for these repairs.

Subsection 576.10 items (d) and (e) were removed in Amendment 1.

3. Do you have an elevation for "MSL" as shown in Bridge Drawing 2 of 7?

The mean sea level (MSL) elevation is approximately -0.17 ft. This has been added in Amendment 001.

4. In Detail A of Drawing 2 of 7, is this the only acceptable seam for the FRP Jackets? Will a tongue and groove joint be allowed?

Detail A is an example of an acceptable joint; alternate joints/jackets may be submitted to the CO for approval during construction according to Subsection 104.03. All jackets must conform to Subsections 576.05 and 725.29.

5. What is required for the epoxy coating that is found on the existing piles. Will this coating need to be removed in the jacketed portion of the pile?

If the coating is to be removed, at what elevation should it be removed to? Should a portion of the jacket overlap this coating?

Pile surface preparation specifications can be found in Subsection 576.11 of the SCR’s.

Questions-Clarifications Page 2 of 2

6. If the epoxy coating is well adhered to the pile, can it remain?

Yes.

7. Will a lay down area be provided for the contractor?

The Contractor’s staging area may be located be at a boat ramp off of Beach Access Road. This has been included in Amendment 001.

8. Will there be mooring for the floating equipment used to install the repairs?

The existing piles may be used for mooring equipment.

9. Could the pier bulkhead along the west abutment be used for mooring floating equipment?

The pier bulkhead along the west abutment may be used for mooring during seasonal high tides only.

10. 28” cones which are not used in Virginia (only 36” are permitted). I would appreciate any help that you can be as I’ve looked everywhere else.

The minimum height required for cones on this project is 28 inches; 36-inch cones may be used.