A22_Amendment 0005_W912P820B0002.pdf
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- Solicitation number
- W912P820B0002
About this file
This document provides an amendment to a solicitation and related federal contract opportunity for construction services. The solicitation is being amended to revise specifications and drawings related to painting requirements, measurement and payment terms, and nondestructive testing procedures for a project involving clearing, grubbing, excavation, drainage structure placement, construction of new T-walls and levees/ramps, and other incidental work for a first lift levee and drainage canal relocation project in Plaquemines Parish, Louisiana. The estimated value of the work is between $25 million and $100 million. The procurement is set aside as a total small business opportunity to be awarded under FSC Code Y1PZ via a firm fixed price contract by the U.S. Army Corps of Engineers, New Orleans District. Right of way is not currently available, so the bid opening will be postponed until access is granted. Plans and specifications are available on SAM.gov.
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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
Reference Solicitation No. W912P820B0002, for New Orleans To Venice, Louisiana, Nov-Nf -W-06a.2, First Lift Levee And Drainage Canal Relocation Project, Pointe Celeste To West Pointe A La Hache, Plaquemines Parish, Louisiana, is amended as follow s:
Please see continuation pages for changes
1. CONTRACT ID CODE PAGE OF PAGES
1 3
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 14-Oct-2020
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 W912P820B0002
X 9B. DATED (SEE ITEM 11)
28-May-2020
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
14-Oct-2020
CODE
VICKSBURG DISTRICT CONTRACTING OFFICE
4155 CLAY ST.
VICKSBURG MS 39183-3435
W912EE 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912P820B0002
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
The following items are applicable to this modification:
SPECIFICATIONS:
SECTION 09 97 02.03 12
Page 25, paragraph 3.5. PAINTING SCHEDULES, SYSTEM NO. 6. Delete this paragraph in its entirety and substitute the revised paragraph as follows:
“Items or surfaces to be coated: Steel pipe piles coat exterior surfaces only. For PZ-22 sheet piles coat both sides for the full lengths. For PZ-22 and PZ-35 sheet piles coat both sides starting at three inches above the stabilization slab and continuing to the end of the pile for a linear distance of 20 feet.”
SECTION 31 37 00.02 12
Page 3, paragraph 1.3. MEASUREMENT AND PAYMENT. Delete the last sentence “Price and payment shall…” in its entirety and substitute the revised sentence as follows:
“Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment required to complete the grouted riprap construction, including any necessary repairs, and other incidental work, including any separator fabric; all as specified herein and as shown on the drawings.”
SECTION 31 41 16.00 12
Page 11, paragraph 3.1.7. Painting. Delete this paragraph in its entirety and substitute the revised paragraph as follows:
“Fabricated piling, rolled corners and miscellaneous items shall be painted as indicated on both sides for the lengths stated in accordance with Section 09 97 02.03 12 PAINTING: VINYL AND COAL TAR EPOXY SYSTEM, paragraph Painting Schedule. Any damage to paint occurred during the loading process shall be touched up on site by Construction Contractor.”
Page 11, paragraph 3.1.8. Interlock Sealant. Delete this paragraph in its entirety and substitute the revised paragraph as follows:
“As indicated on the drawings, the Contractor shall seal the PZ-22 sheet pile interlocks identified to be buried in the new levee at the Jefferson Lake Canal location with "WADIT" sealant, or an approved equal, in accordance with the manufactures instructions.”
W912P820B0002
SECTION 31 62 17.00 12
Page 9, paragraph 2.1.3. Shop and Field Testing. Delete subparagraph “b” in its entirety and substitute the revised subparagraph as follows:
“b. Examination Procedures: Nondestructive testing shall comply with AWS D1.1/D1.1M Clause 6, criteria for Statically Loaded Nontubular Connections.
Specifically, visual inspection is required for 100% of all welds. Additionally, 25% of all spiral welds, 25% of all field splices and 25% of all girth welds shall be tested by ultrasonic or radiographic testing for groove welds. Welds not passing the test shall be repaired and retested to assure compliance. Additionally, UT will be performed in-line on 25% of the helical weld for the purpose of identifying defects. The defect shall then be tested in accordance with AWS D1.1/D1.1M Clause 6.”
DRAWINGS:
SHEET IDENTIFICATION No. C-301. Delete this drawing in its entirety and substitute the attached revised drawing SHEET IDENTIFICATION No. C-301.
TOP OF WALL EL. 17.5
EL. -11.33
EL. -11.33
EXISTING GRADE
PRE-LOAD
PRE-LOAD GRADE
EXISTING GRADE
CONSTRUCT PRE-LOAD
WING WALL EL. 4.0 WING WALL EL. 4.0
DITCH WATER EL. -5.0
EL. -11.33
WTIX DITCH BOTTOM EL. -8.0
22" RIP-RAP
20'-0" 20'-0"
STRUCTURAL BACKFILL
STRUCTURAL BACKFILL
SHEET PILES
INSTALL PIPE AND
GRADE
EXISTING
GRADE
EXISTING
DRAINAGE STRUCTURE
CONSTRUCT M-5
EL. -5.0
DITCH WATER
22" RIP-RAP
PRE-LOAD EL. 3.0
PRE-LOAD EL. 3.0
PRE-LOAD GRADE
PRE-LOAD EL. 3.0
PRE-LOAD EL. 3.0
PZ-22 SHEET PILE
SHEET PILE
PZ-27
SHEET PILE
PZ-27
BOTTOM EL. -8.0
WTIX DITCH
EXCAVATE PRE-LOAD TO EL. -11.33
PZ-22 SHEET PILE
SHEET PILE
PZ-27
SHEET PILE
PZ-27
TOP OF WALL EL. 17.5
PZ-22 SHEET PILE
SHEET PILE
PZ-27
SHEET PILE
PZ-27
DRAINAGE STRUCTURE
4'-0" 4'-0"
24'-0"
EL. -11.33 CONSTRUCTION EL. -3.83
EXCAVATED FOR T-WALL
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EL. -3.83
CONSTRUCTION
T-WALL
EXCAVATED FOR
NEW ORLEANS DISTRICT
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LAND SIDE FLOOD SIDE
LAND SIDE FLOOD SIDE
LAND SIDE FLOOD SIDE
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