W911WN08B00090005.pdf
PDF 28 KB Posted
- Attached to
- Fabrication and Delivery of Miter Gates for Pike Island Locks and Dam located near Wheeling, West Virginia
- Solicitation number
- W911WN08B0009
About this file
Amendment 0005 is issued to answer questions from potential bidders.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W911WN08B00090004.pdf | ||
| 11285.pdf | ||
| W911WN08B00090003.pdf | ||
| W911WN08B00090001.pdf | ||
| W911WN08B00090002.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
W81ET481194838
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
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)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FABRICATION AND DELIVERY OF MITER GATES FOR PIKE ISLAND LOCKS AND DAM LOCATED NEAR WHEELING, WEST VIRGINIA.
The purpose of this amendment is to post additional questions related to this solicitaiton. The bid opening date remains August 1, 2008, at 11 a.m. EST.
1. CONTRACT ID CODE PAGE OF PAGES
J
FAR (48 CFR) 53.243
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 28-Jul-2008
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W911WN-08-B-0009
X 9B. DATED (SEE ITEM 11)
18-Jun-2008
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
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 Offer is extended, X is not extended.
Offer 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 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)
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.
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.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
28-Jul-2008
CODE
U.S. ARMY ENGINEER DISTRICT, PITTSBURGH
ATTN CECT-LRP
W S MOORHEAD FEDERAL BUILDING
1000 LIBERTY AVENUE ROOM 2116
PITTSBURGH PA 15222-4186
W911WN 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W911WN-08-B-0009
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE
The following have been added by full text:
RESPONSES TO QUESTIONS
Q. 11) Specification 11285, Page 12, Paragraph 2.2.3 Torquenut specifies Superbolt, Inc. or approved equal manufacturer.
Question: Superbolt, Inc offers many different material types, and coatings for torque nuts. What material type is needed for the torque nut? Should the torque nut have a coating furnished by Superbolt?
A. 11) The torquenuts shall be capable of withstanding a maximum allowable stress of 45,000 psi in the diagonals, the torquenut can be stainless or coated, if coated, touchups should be performed to the nut after adjustments are made using the smaller jack-bolts.
Q. 12) On drawing sheet # S-2001, the 3/8" thick bulkhead plate that is welded to downstream flange has no weld detail.
A. 12) S-2003 shows a double V full Penetration
Q. 13) On drawing sheet # S-3004, Detail 2 shows the bulkhead plate welding to the outside of downstream flange.
On drawing S-2001 shows the bulkhead plate welding to the edge of downstream flange. Does the bulkhead plate weld to the inside of flange, or to the edge of flange? A. 13) S-2003 shows a double V full Penetration
Q. 14) On drawing sheet # S-3004, Detail 2, and Mk# LPI-5004-1, Drawing S-5004 wasn't issued with bid package, does drawing S-5004 exist?
A. 14) Dwg S-5004 is not used in this bid package
Q. 15) The J-Seal on drawing S-3004 for Girder #1, what is total length of the J-seal on (1) leaf? What does the J-seal on top girder contact with for sealing?
A. 15) The J-seal in this detail has not been detailed, it is to create seal along the bulkhead plate. The seals on opposing leaves meet.
Q. 16) On drawing sheet # S-3002, typical girder detail section A designates the web plate as 3/8" plate. On drawing sheet # S-3003, section B detail designates the web plate on G1 is 1/2" plate. Is the web plate on G1, 1/2" plate or 3/8" plate?
A. 16) The top and bottom girder are ½” plate webs, the balance of the girders are 3/8 inch web plates
Q. 17) On drawing sheet # S-3005 no weld splices are shown on web plates. Is the girder web plate thickness the same thru the entire length of girder web, or are do the web plates have thicker plates on the end of each girder?
A. 17) The web thicknesses are the same throughout the girder length
Q. 18) What is the approved method for the telegraphic bid (e-mail address, fax number, etc.)
A. 18) Bids are not being accepted by email or fax transmittal. Telegraphic bids through a company that offers telegram services are acceptable.
Q. 19) Does the Government want a price for shipping each gate individually or shipping all gates (if the options are exercised) at once? There is a significant (4 fold) price difference in these two options.
A. 19) The contract is structured such that there is only one delivery in Oct 2010. The only difference is how many leaves will be shipped. Each leaf awarded will be stored until that time. So 1 leaf will need one barge, the 2nd leaf will go in that barge, the 3rd and 4th will require a second barge.
W911WN-08-B-0009
Q. 20) As a result of drawing G-0004 being deleted, is prestressing of the diagonals no longer required?
A. 20) Yes, prestressing is not required.
Q. 21) Does the Government intend to include the field work referenced in Note 2 on sheet S-5022 in this contract? If not, does the Government want the supplier to include the material in their bid? A. 21) Note 2 on drawing S-5022 does not apply to this supply contract.
(End of Summary of Changes)
File details come from the government source that posted it. Updated .