W912ES24B0001-0004 OHB Ring Levee - BID SCHEDULE 25Jan24.pdf
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- Attached to
- Ring Levee - Oxbow, Hickson, & Bakke (OHB) - Fargo Moorhead Metropolitan Area Flood Risk Management Project
- Solicitation number
- W912ES24B0001
About this file
This solicitation package includes an invitation for bid to construct the Oxbow, Hickson, & Bakke Ring Levee portion of the Fargo-Moorhead Metropolitan Area Flood Risk Management Project. Key details include construction work consisting of earthwork, excavation, storm sewer piping, riprap placement, and turf establishment. The anticipated contract value is between $10-25 million. The NAICS code is 237990 for other heavy and civil engineering construction with a size standard of $45 million. The bid schedule was updated to include 44 line items for project components. The U.S. Army Corps of Engineers, St. Paul District, is seeking bids for this 100% small business set-aside contract by the response date specified in the solicitation.
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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 purpose of Amendment 0004 to W912ES24B0001 FMM OHB Ring Levee is to provide an updated Bid Schedule. See highlighted change herein.
1. CONTRACT ID CODE PAGE OF PAGES
1 4
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 25-Jan-2024
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 W912ES24B0001
X 9B. DATED (SEE ITEM 11)
14-Dec-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
25-Jan-2024
CODE
CONTRACTING DIVISION
USACE, ST PAUL
332 MINNESOTA STREET
SUITE E1500
ST PAUL MN 55101-1323
W912ES 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
W912ES24B0001
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION 00 10 00 - SOLICITATION
The following have been modified:
BID SCHEDULE
Item No. Description Quantity Unit Unit Price Amount
0001 Performance and Payment Bonds 1 JOB $ $
0002 Clearing and Grubbing 1 JOB $ $
0003 Stripping
0003AA First 116,177 CY 116,177 CY $ $
0003AB Over 116,177 CY 29,044 CY $ $
0004 Traffic Control 1 JOB $ $
0005 Care of Water 1 JOB $ $
0006 Inspection Trench
0006AA First 9,036 LF 9,036 LF $ $
0006AB Over 9,036 LF 2,259 LF $ $
0007 Impervious Fill
0007AA First 300,515 CY 300,515 CY $ $
0007AB Over 300,515 CY 75,130 CY $ $
0008 Topsoil Respread
0008AA First 107,334 CY 107,334 CY $ $
0008AB Over 107,334 CY 26,832 CY $ $
0009 West Pond Excavation
0009AA First 178,564 CY 178,564 CY $ $
0009AB Over 178,564 CY 44,642 CY $ $
0010 Interior Drainage Ditch Excavation
0010AA First 23,942 CY 23,942 CY $ $
0010AB Over 23,942 CY 5,986 CY $ $
0011 Exterior Drainage Ditch Excavation
0011AA First 56,572 CY 56,572 CY $ $
0011AB Over 56,572 CY 14,142 CY $ $
0012 Temporary Ditch Excavation 10,077 CY $ $
0013 Geotextile, Type 1 1,964 SY $ $
0014 Geotextile, Type 2 15,200 SY $ $
0015 Aggregate Surface Course - Top of Levee
2,322 CY
0016 Aggregate Surface Course- Roadway Ramps 1,028 CY
0017 49" X 33" Corrugated Steel Pipe Arch 221 LF
0018 49" X 33" Corrugated Steel Pipe Arch End Sections 2 EA
0019 64" X 43" Corrugated Steel Pipe Arch 132 LF
0020 64" X 43" Corrugated Steel
0021 77" X 52" Corrugated Steel Pipe Arch 122 LF
0022 77" X 52" Corrugated Steel
0023 Snow Fence - 8 Feet High 1,100 LF $ $
0024 Snow Fence - 9 Feet High 4,944 LF $ $
0025 Access Gates 6 EA $ $
0026 Demolition and Prep for Levee Raise 1 JOB $ $
0027 B1 Bedding 597 TN $ $
0028 R20 Riprap 1,790 TN $ $
0029 Removal of Manhole 1 EA $ $
0030 Storm Sewer Pipe - 24" RCP 77 LF $ $
0031 Storm Sewer Pipe - 36" RCP 79 LF $ $
0032 Storm Sewer Pipe - 54" RCP 3,295 LF $ $
0033 Flared End Section - 54" RCP 1 EA $ $
0034 Storm Sewer Manhole 8 EA $ $
0035 Storm Sewer Catch Basin - 48" 1 EA $ $
0036 Storm Sewer Catch Basin - 60" 1 EA $ $
0037 North Pond Excavation
0037AA First 78,450 CY 78,450 CY $ $
0037AB Over 78,450 CY 19,612 CY $ $
0038 Remove Existing Roadway 4,333 CY $ $
0039 Zone 1 Seeding 111 AC $ $
0040 Zone 2 Seeding 26 AC $ $
0041 Zone 3 Decompact for Agriculture 23 AC $ $
0042 Remove (Forcemain) Pipe, All Sizes All Types 80 LF
0043 F&I Forcemain 6” PVC (Relocate) 40 LF $ $
0044 F&I Forcemain 8” PVC (Relocate) 40 LF $ $
Total (CLINS 0001 through 0044) $
(End of Summary of Changes)
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