Amendment 001 WBV-16b.pdf
PDF 44 KB Posted
- Attached to
- West Bank and Vicinity, Segnette Pumping Station Federal contract opportunity
- Solicitation number
- W912P8-09-R-0105
About this file
Amendment for W912P8-09-R-0105 0001
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Q A.pdf | ||
| 09-R-0105-Amend0005.pdf | ||
| Am_0004.pdf | ||
| Am_0003.pdf | ||
| Am_0002.pdf | ||
| W912P809R01052.pdf | ||
| W912P809R0105SPECS.pdf | ||
| W912P809R0105.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
FAR (48 CFR) 53.243
WBV-16b, West Bank and Vicinity, Segnette Pumping Station Fronting Protection and Modifications is amended as follow s:
Proposal Due Date The Proposal Due Date of 13 October 2009 remains the same.
Due date of 13 Oct 2009 remains the same
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 28-Sep-2009
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 W912P8-09-R-0105
X 9B. DATED (SEE ITEM 11)
11-Sep-2009
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-Sep-2009
CODE
USACE, CONTRACTING DIVISION
ATTN: CEMVN-CT, ROOM 172
7400 LEAKE AVE.
NEW ORLEANS LA 70118-3651
W912P8 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P8-09-R-0105
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
(End of Summary of Changes)
STANDARD FORM 1442
Item 11, delete “600” and replace with “520”.
PROJECT TABLE OF CONTENTS
Page ii, Delete “26 42 00.00 12 Cathodic Protection” in its entirety.
SECTION 22 14 13.13
Page 3, paragraph 2.1. Delete the first sentence in its entirety and replace with the following:
“All pipes shall conform to API Spec 5L, Grade B or ASTM A 139/A 139M, Grade B with a working pressure of 75 psi and shall have the minimum thicknesses as listed in the table below:”
SECTION 23 20 00.00 12
1. Page 4, paragraph 2.1.1. Add the following to the end of this paragraph:
“(8) Couplings shall be shop-coated on its interior and exterior with a polyamide-cured, rust inhibiting epoxy, NSF approved with a minimum of 20 mils (500 microns) thickness.”
2. Page 4, paragraph 3.2. Delete this paragraph in its entirety and replace with
“3.2 PAINTING
Unless otherwise specified, all metal exposed to view shall be coated in the field to conform to the requirements of Section 09 97 02.03 12 PAINTING:
VINYL AND COAL TAR EPOXY SYSTEM. Butterfly valves shall be shop-coated on the exterior and the interior in accordance with the requirements of section 35 20 19.00 12 – WATERWAY AND MARINE CONSTRUCTON and will not be coated in the field. Couplings shall be shop-coated on the exterior and the interior per the requirements of paragraph FLEXIBLE COUPLINGS and will not be coated in the field. Any damage to the manufacturer’s coating caused during shipping or installation shall be repaired in accordance with the manufacturer’s requirements.”
SECTION 35 20 19.00 12
1. Page 4, paragraph 2.3. Delete subparagraph (5) in its entirety and replace with
“(5) Valves shall be shop shop-coated on its interior and exterior with a polyamide-cured, rust inhibiting epoxy, NSF approved, minimum 20 mils (500 microns) thickness.”
2. Page 4, paragraph 2.3. Add the following to the end of this paragraph:
“(7) The valve flange bolts shall be of the elliptic-neck, track-head design with rolled threads. Bolts shall be high strength galvanized steel, and provided with heavy hex nuts. Galvanized bolts and nuts shall be painted in accordance with Section 09 97 02.03 12 PAINTING: VINYL AND COAL TAR EPOXY SYSTEMS. After installation, any bruised or damaged coatings to the threaded surfaces shall be painted/repainted. The recommended torque to which the bolts shall be tightened shall be acquired from the manufacturer.”
3. Page 4, paragraph 3.2. Delete this paragraph in its entirety and replace with
“3.2 PAINTING
Butterfly valves shall be shop-coated on the exterior and the interior in accordance with the requirements of Paragraph VALVES FOR DISCHARGE PIPING SYSTEMS and will not be coated in the field.”
File details come from the government source that posted it. Updated .