Am_0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, 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 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 your 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 APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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.

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).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

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0003 Nov 17, 2009 LPV 05.2a

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

LPV52A-09-H-0037

Nov 9, 2009

The above numbered solicitation for LPV 05.2a, Lake Pontchartrain And Vicinity, Louisiana Project, North Of Airline Hwy., St. Charles Parish, Levee – Reach 2A Shell Pipeline To Goodhope And Shell Pipeline Floodwall Replacement – Phase 2, is hereby amended to extend the proposal due date from 19 November 2009, 2:00 PM CST to 1 December 2009, 11:00 AM CST due to access issues with the borrow pit caused by flooding.

The solicitation is further amended to incorporate the following Contractor Questions and Answers (See Continuation Page):

LPV52A-09-H-0037 –

Contractor Questions and Answers

Q: Drawing C-06 shows an access across to the north side of the channel but says it cannot be used to haul embankment material. Could we use this access to move a crane to the north side of the channel?

ANSWER: The access shown on sheet C-06 can be used to move equipment and any materials except embankment material. The access is not to be used as a haul road.

Q: In the General Notes & Details. The plans does not show any rebar spacing or concrete details. Will there be any engineering required to the design of the Bridge?

ANSWER: The bridge is precast and therefore no engineering is required on the part of the Contractor. The bridge bent caps and deck slabs will come from a bridge precast manufacturer.

Q: The note on S-103 refers to "Contract Plans for Precast Elements".

What drawings are these notes referring too?

ANSWER: This note refers to the Plans, General Notes, Details and Construction Recommendations (Generally referred to as "Shop Drawings") that come from the bridge manufacturer.

Q: Reference Sht. C-24 of the plans, there is a table depicting dike elevations in relation to the existing ground elevations. Lists existing ground elevations from 7.0 to 12.0, however, the existing ground in this pit is around 0.0. Can a corrected table be provided for this project?

ANSWER: The Contractors can ignore the provided table of dike elevations. The Contractors must determine the height of dikes in order to reduce/stop water from entering the borrow pit.