W912P823B0044 Amend 0001.pdf
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- Solicitation number
- W912P823B0044
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This document provides details on a federal contract solicitation. The solicitation number is W912P823B0044 and is being issued by the Department of the Army Corps of Engineers Engineering District New Orleans. The solicitation is for construction services for the West Shore Lake Pontchartrain, LA, Hurricane and Storm Damage Risk Reduction Project, specifically for a T-Wall and drainage structure in St. John the Baptist Parish, LA. The solicitation document is 30MB in size and provides additional requirements and specifications for the construction work. Responses to the solicitation are due based on the standard FAR response timeline and award of the contract is expected following standard source selection procedures.
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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
The above numbered Solicitation for West Shore Lake Pontchartrain, LA, Hurricane and Storm Damage Risk Reduction Project, WSLP - 108, T -Wall and Drainage Structure, St. John the Baptist Parish, Louisiana has been amended to:
a) Provide updated plans and specif ications.
c) Provide answ ers to prior questions
d) All questions are due NLT 11:00am CST on July 25, 2023
1. CONTRACT ID CODE PAGE OF PAGES
1 5
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 21-Jul-2023
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 W912P823B0044
X 9B. DATED (SEE ITEM 11)
22-Jun-2023
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 1 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
21-Jul-2023
CODE
CONTRACTING DIV-PROJ EAST BR
CORPS OF ENGINEERS 7400 LEAKE AVENUE
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:
W912P823B0044
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
1) Question: Plan sheet C-104 appears to be missing from the issued plan set. Please provide.
Response: See the attached C-104.
2) Question: Plan sheet C-402 shows top of sheet pile elevation to be +8.1’ on the east levee tie
in. Please confirm if this should be elevation +7.1.
Response: Top of sheet pile elevation on East side of the drainage structure at the levee to T-wall tie-in is at EL. +8.1 as currently shown on C-402.
3) Question: Please confirm the 6 each support corbels for the drainage structure top deck are 1’ thick.
Response: Confirmed, the 6 support corbels for the drainage structure are 1-foot thick.
4) Question: Section 31 62 16.16 indicates the PDA test piles are shown on the plans. Sheet C-
401 shows the location for the PDA test. How many PDA test piles are there on this project?
Response: There should be 2 PDA test piles per pile type and per pile depth. We have piles at
EL -69, -70, and -81. The piles at -69/-70 could be rolled into 1 PDA test pile. So 4 total
PDA test piles.
5) Question: What is the tip elevation of the PDA test pile(s)?
Response: The PDA test pile lengths should be chosen based upon the results from the sister pile load tests.
6) Question: How much of the PZ-22 sheet pile in the Drainage Structure and its Wingwalls receive coal tar epoxy coating?
Response: T-Wall foundation piles and sheet piles are to be painted; Transition sheet piles are to be painted. Painting Schedule for T-Wall and Transition piles is provided in
Specification Section 09 97 02.01 12, Paragraph 3.5. No paint is required for wing wall and drainage structure foundation piles or sheet piles.
7) Question: Is the Metal Beam Guard Rail incidental to the precast bridge?
Response: Yes. The metal beam guard rail is incidental to the precast bridge.
8) Question: Note 1 on sheet S-521 states for additional Guard Rail details and information, see
Standard Plan BD.1.1.0.01 thru BD.1.1.0.11. Please issue those standard plan sheets.
Response: See attached sheets.
9) Question: Section 03 31 00.00 12 – Cast in Place Structural Concrete lists Scour Protection –
4,000psi. Is there any scour protection on this project?
Response: There is only grouted riprap scour protection. Concrete scour protection is not included.
10) Question: Are there any hold periods on the levee construction besides the preload?
Response: No. There are no other hold periods besides the pre-load area.
11) Question: Can you please confirm if this project has AIS/BABA requirements?
Response:. This solicitation and resulting contract is not subject to AIS/BABA requirements.
12) Question: We noticed there is a requirement of AISC certified fabricators, AISC certified plant, etc. We are unclear if this only includes structural steel or for all fabrication, since this project only has structural steel gates and stop logs.
Response: This applies only to structural steel gates and stop logs.
13) Question: Also, we are a little confused regarding stainless steel stop logs: Plan no. S-108 calls for 6 qty. stop logs only, plans S-505 shows 12 Qty. Frames (Storage, Alternate closure and sluice gate). Are 12 Frames required in both sides of sluice gates. For better understanding, please refer page S-501 Thru S-505 in attached PDF.
Response: The Contractor shall furnish and install two sets of three stainless steel stoplogs.
Stoplog slots/guides – 3 sets of 8 slots/guides are required for the drainage structure:
• 8 slots/guides are required from el. +17.9 (Operating Deck) to el. -5.0 (Top of
Footing) for the Alternative Closure Slots – see S-501, S-502 and S-504 for plan; S-
505 for section; S-507 for detail.
• 8 slots/guides are required from el. +17.9 (Operating Deck) to el. +6.0 (Storage Deck) for Storage Slots – see S-501 and S-502 for plan; S-505 for section; S-507 for detail.
• 8 slots/guides are required from el. +6.0 (Bridge Deck) to el. -5.0 (Top of Footing) for
Dewatering Slots – see S-502 and S-504 for plan; S-505 for section; S-507 for detail.
14) Question: Can you please tell me if there is supposed to be a C-104 drawing because we are missing that one as well?
Response: See the attached C-104.
15) Question: With the PZ-27 sheet piles being part of the TRS design and not its own line item, can you please provide a quantity for these piles?
Response: A conceptual drawing of the TRS is shown for illustrative and bidding purposes on sheet S-107. The contractor can use the information from this sheet to develop quantities.
SECTION 00010 - SOLICITATION CONTRACT FORM
The description of performance FAR 52.211-10 has been added.
The contractor period of performance end date has decreased by 30 days from 884 days to 854 days.
SECTION 00700 - CONTRACT CLAUSES
The following have been added by full text:
52.236-16 QUANTITY SURVEYS (APR 1984) - ALTERNATE I (APR 1984)
(a) Quantity surveys shall be conducted, and the data derived from these surveys shall be used in computing the quantities of work performed and the actual construction completed and in place.
(b) The Contractor shall conduct the original and final surveys and surveys for any periods for which progress payments are requested. All these surveys shall be conducted under the direction of a representative of the
Contracting Officer, unless the Contracting Officer waives this requirement in a specific instance. The Government shall make such computations as are necessary to determine the quantities of work performed or finally in place. The
Contractor shall make the computations based on the surveys for any periods for which progress payments are requested.
(c) Promptly upon completing a survey, the Contractor shall furnish the originals of all field notes and all other records relating to the survey or to the layout of the work to the Contracting Officer, who shall use them as necessary to determine the amount of progress payments. The
Contractor shall retain copies of all such material furnished to the Contracting Officer.
(End of clause)
The following have been modified:
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)
The Contractor shall be required to
(a) Commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed,
(b) Prosecute the work diligently, and
(c) Complete the entire work ready for use not later than 854 calendar days after the date of receipt by him of notice to proceed. The time stated for completion shall include final cleanup of the premises.
(End of clause)
The following have been deleted:
52.236-16 Quantity Surveys APR 1984
The following have been modified:
DRAWINGS:
1. SHEET ID No. G-003. Delete this drawing in its entirety and substitute the attached revised drawing SHEET ID
No. G-003, therefore.
2. Add the following attached new drawings, SHEET ID Nos. C-104 and S-522 thru S-532.
(End of Summary of Changes)
G-003
H -8
-4
G -0
.d g n
IMAGE NO. 1
APPROXIMATE DIMENSIONS 10' X30'
WOODEN CANOPY ON A CONCRETE FOUNDATION TO BE REMOVED.
IMAGE NO. 2
FLOATING WOODEN DOCK TO BE REMOVED. APPROXIMATE DIMENSIONS 5' X25'
IMAGE NO. 3
STRUCTURE IS 10' X40'. APPROXIMATE DIMENSIONS OF CONCRETE SLAB IS 20'X45'
AND SEPTIC SYSTEM TO BE REMOVED. APPROXIMATE DIMENSIONS OF METAL CAMP
PRIMARY ELEVATED METAL CAMP ON CONCRETE FOUNDATION WITH METAL STAIRS
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TOE OF LEVEE
LOCATIONS (SEE NOTE1)
APPROXIMATE TREE STOCKPILE
WSLP BASELINE
C/L DRAINAGE STRUCTURE CANAL
C/L STA. 319+73.75
B/L STA. 319+75.39
BEGIN LEVEE TO T-WALL TRANSITION
END FULL REACH 108-1 WEST LEVEE SECTION
EXISTING MISSISSIPPI BAYOU
(SEE SHEET G-007 TO G-010)
ACCESS ROAD "D"
EL. +8.6
C/L LEVEE, REACH 108-1 WEST
C/L INTERIOR DRAINAGE CANAL
LIMITS (SEE NOTE 1)
APPROXIMATE TREE CLEARED
98 10
(SEE SHEET C-409)
ACCESS ROAD
12' WIDE LEVEE
ECL-2
ECL-1
WSLP-107
CONTRACT
TOP INTERIOR CANAL BANK
(SEE SHEET 405)
INTERIOR CANAL CROSSING
(SEE SHEET C-409)
ACCESS ROAD
12' WIDE LEVEE
ICL-7
DCL-3
DCL-2
DCL-1
CL-6
PP-100
PP-200
R-001
W S
L P -1
-0
C
308+00 309+00 310+00 311+00 312+00 313+00 314+00 315+00 316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00 324+00 325+00
-30
-10 -10
0 0
10 10
20 20
30 30
-20 -20
-30
326+00 327+00307+00
EL. 17.9
EL. 15.9
TIP EL. -23.00
SHEET PILE
(SEE SHEETS C-501 TO C-504)
C/L STA. 319+73.75
B/L STA. 319+75.39
BEGIN LEVEE TO T-WALL TRANSITION
END FULL REACH 108-1 WEST LEVEE SECTION
(SEE SHEET C-402)
AND T-WALL
MISSISSIPPI BAYOU DRAINAGE STRUCTURE
(SEE SHEET C-402)
REQUIRED PZ-22 SHEET PILE
EL. 15.9
-40 -40
TIP EL. -44.00
SHEET PILE
(SEE SHEETS C-410 THRU C-414)
REINFORCEMENT - EL. +3.5
SAND FILL AND GEOTEXTILE
(SEE SHEETS C-410 THRU C-414)
REINFORCEMENT - EL. +3.5
SAND FILL AND GEOTEXTILE
(SEE SHEET C-501 TO C-504)
C/L STA. 323+26.25
B/L STA. 323+27.89
BEGIN FULL REACH 108-2 EAST LEVEE SECTION
END LEVEE TO T-WALL TRANSITION
TRANSITION DETAILS
FOR LEVEE
SEE SHEET C-407
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SAND FILL AND GEOTEXTILE REINFORCEMENT - EL. +3.0
INTERIOR CANAL GRADE - EL. -5.0
EXTERIOR CANAL GRADE - EL.-3.0
EXISTING GRADE
REACH 108-2 EAST
C/L LEVEE - EL. +9.6
C/L STA. 325+98.36
B/L STA. 326+00
REACH 108-2 EAST
END FULL LEVEE SECTION
C-104
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SCALE: H: 1" = 100'; V:1"=10'
100' 200'0 0 10' 20'
100' 200'0
H -8
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(SEE SHEETS C-505 AND C-506)
FENCE AND GATE
REQUIRED CHAIN LINK
CANAL BANK
TOP EXTERIOR
(SEE SHEETS S-509 TO S-516)
BRIDGE DECKING
SEE SHEET G-003 FOR PROJECT TABULATIONS.2.
THE CONTRACTOR.
AND STOCKPILED ON SITE, SHALL BE REMOVED BY
STUMPS, BRUSH, ETC. THAT HAVE BEEN WINDROWED
ALL PREVIOUSLY CLEARED AND GRUBBED TREES, 1.
NOTES:
CANAL AND CROSSING
EXISTING TEMPORARY BYPASS
W S
L P -1
-0
C
W S
L P -1
-0
U
W S
L P -1
-0
U
W S
L P -1
-0
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C/L STA. 323+26.25
B/L STA. 323+27.89
BEGIN FULL REACH 108-2 EAST LEVEE SECTION
END LEVEE TO T-WALL TRANSITION
(SEE SHEET C-409)
ACCESS ROAD
24' WIDE PERMANENT
(SEE SHEET C-408 AND C-409)
ACCESS RAMP
15' WIDE SURFACED
(SEE SHEETS C-408 AND C-409)
ACCESS RAMP
15' WIDE SURFACED
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| Am_0001_W912P823B0044_WSLP-108_Ed 19-027 |
| H-8-48310_G-003 |
| H-8-48310_C-SP-104 |
| H-8-48310_S-522_S-532 |
| H-8-48310_S-DET522_532-11-000 |
| H-8-48310_S-DET522_532-12-000 |
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| H-8-48310_S-DET522_532-14-000 |
| H-8-48310_S-DET522_532-15-000 |
| H-8-48310_S-DET522_532-16-000 |
| H-8-48310_S-DET522_532-17-000 |
| H-8-48310_S-DET522_532-18-000 |
| H-8-48310_S-DET522_532-19-000 |
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