W912ES24B0001-0001 FMM OHB Ring Levee - SPEC Changes 09Jan24.pdf

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Ring Levee - Oxbow, Hickson, & Bakke (OHB) - Fargo Moorhead Metropolitan Area Flood Risk Management Project
Solicitation number
W912ES24B0001
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This solicitation is for construction of the Oxbow, Hickson, and Bakke Ring Levee portion of the Fargo-Moorhead Metropolitan Area Flood Risk Management Project. The U.S. Army Corps of Engineers, St. Paul District, requires construction including earthwork, excavation, storm sewer piping, riprap placement, and turf establishment. The anticipated value is between $10-25 million. The NAICS code is 237990 and it has a $45 million size standard. This is an IFB issued in accordance with FAR Part 14 and is 100% set aside for small business concerns. The Corps of Engineers is the contracting agency. Responses are due by the 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

See Page 2 for the purpose of Amendment 0001 to W912ES24B0001 FMM OHB Ring Levee.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 14

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 09-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

09-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 SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0001

SPECIFICATION SECTION 01 32 01.00 10 PROJECT SCHEDULE, PART 3 EXECUTION, paragraph 3.7 WEEKLY PROGRESS MEETINGS is deleted from the specification section in its entirety.

SPECIFICATION SECTION 01 71 23.05 13 CONTRACTOR SURVEYS is replaced in its entirety.

See separately attached W912ES24B0004-0001 SPECS SECTION 01 71 23.05 13 Replacement 09Jan24.pdf document.

SPECIFICATION SECTION 01 78 02.00 10, CLOSEOUT SUBMITTALS, PART 1 GENERAL, 1.4

MEASUREMENT AND PAYMENT is revised in its entirety to:

The Contractor is responsible for the work in this section without any direct compensation being made other than the payment received for Contract items.

All information, records, and as-built drawings must be submitted prior to the construction completion date as defined in Clause 52.211-10 Commencement, Prosecution, and Completion of Work and will become the property of the Government.

Approval of final as-built drawings is required before final payment is made to the Contractor.

SPECIFICATION SECTION 31 00 00.00 13, Part 2 PRODUCTS, 2.1 DEFINITIONS, paragraph 2.2.3 Impervious Fill is revised in its entirety to:

2.2.3 Impervious Fill

Impervious fill must meet the following requirements:

a. The material must be satisfactory material.

b. The material must be cohesive material.

c. The material must be Sherack material.

d. The material must not include topsoil.

e. The material must not include Brenna material.

f. The material must be processed and blended at the borrow/stockpile location to construct a uniform embankment profile free of large clods (larger than maximum loose lift thickness) and varying characteristics (color changes, moisture content changes, and differences in constituent materials).

During subsurface investigations, the highest contact elevation located between the Brenna and Sherack formations occurred at EL 891.4. The contact elevation varies throughout the project and could occur at a higher or lower elevation within the project footprint.

SPECIFICATION SECTION 31 00 00.00 13, Part 3 EXECUTION, 3.12 COMPACTION, paragraph 3.12.2 Placement is revised in its entirety to:

3.12.2 Fill Processing, Blending, and Placement

Material used as embankment fill must be processed and/or blended prior to placement. This must be done either at the borrow source or stockpile location prior to placement into the embankment. Processing and blending prior to placement shall ensure uniformity across the lift and minimize potential variations and differing characteristics in material types within the embankment. Variations and differing characteristics include color changes, moisture content changes, and differences in constituent materials. Processing and blending methods will vary depending on the material type, moisture content, equipment, and excavation methods. In situ moisture contents of borrow materials are variable as presented in the soil boring logs and can vary seasonally.

Direct haul of unprocessed/unblended in situ material from the borrow source to the fill placement area is prohibited. Processing and blending methods must be included in the Earthwork Plan and are subject to review by the Government. The use of scrapers for cut/fill placement is acceptable.

When placing, the surface of the lift to receive fill must be free of dry, crusty, or excessively wet material, ruts, laminations, or otherwise unsuitable material prior to placing a loose lift. The material placed as embankment fill must be uniform in nature and spread uniformly throughout the lift. Disc or harrow loose lifts prior to compaction.

Disc or harrow throughout the entire loose thickness of the lift and at least 2 inches into the lift upon which it is placed to ensure proper bonding. Break up any large clods (larger than maximum loose lift thickness) prior to compaction.

SECTION 00 10 00 - SOLICITATION

SUBCLIN 0003AA

The CLIN description has changed from FIRST 115,425 CY to FIRST 116,117 CY.

The pricing detail quantity has increased by 692.00 from 115,425.00 to 116,117.00.

SUBCLIN 0003AB

The CLIN description has changed from OVER 115,425 CY to OVER 116,117 CY.

The pricing detail quantity has increased by 184.00 from 28,860.00 to 29,044.00.

SUBCLIN 0006AA

The CLIN description has changed from FIRST 16,888 LF to FIRST 9,036 LF.

The pricing detail quantity has decreased by 7,852.00 from 16,888.00 to 9,036.00.

SUBCLIN 0006AB

The CLIN description has changed from OVER 16,888 LF to OVER 9,036 LF.

The pricing detail quantity has decreased by 1,964.00 from 4,223.00 to 2,259.00.

CLIN 0016

The pricing detail quantity has increased by 548.00 from 480.00 to 1,028.00.

CLIN 0017

The pricing detail quantity has increased by 99.00 from 122.00 to 221.00.

The following Delivery Schedule item for SUBCLIN 0003AA has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

31-AUG-2025 115,425 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589 FOB: Destination

966323

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

31-AUG-2025 116,117 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

The following Delivery Schedule item for SUBCLIN 0003AB has been changed from:

CAGE

31-AUG-2025 28,860 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

CAGE

31-AUG-2025 29,044 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

The following Delivery Schedule item for SUBCLIN 0006AA has been changed from:

CAGE

31-AUG-2025 16,888 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

CAGE

31-AUG-2025 9,036 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

The following Delivery Schedule item for SUBCLIN 0006AB has been changed from:

CAGE

31-AUG-2025 4,223 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

CAGE

31-AUG-2025 2,259 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

The following Delivery Schedule item for CLIN 0016 has been changed from:

CAGE

31-AUG-2025 480 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

CAGE

31-AUG-2025 1,028 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

The following Delivery Schedule item for CLIN 0017 has been changed from:

CAGE

31-AUG-2025 122 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

CAGE

31-AUG-2025 221 WESTERN AREA OFFICE

VIRGINIA REGORRAH

1020 36TH STREET SOUTH

FARGO ND 58103-2237

651-290-5589

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 $ $

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been modified:

WAGE DETERMINATION

WAGE DETERMINATION

"General Decision Number: ND20240050 01/05/2024

Superseded General Decision Number: ND20230050

State: North Dakota

Construction Type: Heavy

HEAVY CONSTRUCTION PROJECTS

County: Cass County in North Dakota.

HEAVY CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658.

Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(1).

|If the contract is entered |. Executive Order 14026 | |into on or after January 30, | generally applies to the | |2022, or the contract is | contract. | |renewed or extended (e.g., an |. The contractor must pay | |option is exercised) on or | all covered workers at | |after January 30, 2022: | least $17.20 per hour (or | | | the applicable wage rate | | | listed on this wage | | | determination, if it is | | | higher) for all hours | | | spent performing on the | | | contract in 2024. | |If the contract was awarded on |. Executive Order 13658 | |or between January 1, 2015 and | generally applies to the | |January 29, 2022, and the | contract. | |contract is not renewed or |. The contractor must pay all| |extended on or after January | covered workers at least | |30, 2022: | $12.90 per hour (or the | | | applicable wage rate listed| | | on this wage determination,| | | if it is higher) for all |

| | hours spent performing on | | | that contract in 2024. |

The applicable Executive Order minimum wage rate will be adjusted annually. If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request.

Additional information on contractor requirements and worker protections under the Executive Orders is available at http://www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2024

ELEC0714-014 08/30/2021

Rates Fringes

ELECTRICIAN......................$ 35.58 11.65+10.5%

ENGI0049-022 10/01/2023

Rates Fringes

POWER EQUIPMENT OPERATOR

(Bulldozer)......................$ 32.40 20.65

ENGI0049-026 05/01/2022

Rates Fringes

POWER EQUIPMENT OPERATOR

Crane.......................$ 38.30 21.60 Forklift....................$ 35.05 21.60

ENGI0049-027 10/01/2023

Rates Fringes

POWER EQUIPMENT OPERATOR

Mechanic....................$ 32.40 20.65 Scraper.....................$ 32.40 20.65

IRON0512-033 04/30/2023

Rates Fringes

IRONWORKER, REINFORCING..........$ 37.95 21.75

IRONWORKER, STRUCTURAL...........$ 37.95 21.75

TEAM0638-003 10/01/2023

Rates Fringes

TRUCK DRIVER (Dump Truck)........$ 32.40 16.90

SUND2017-013 07/31/2020

Rates Fringes

CARPENTER........................$ 26.68 5.60

CEMENT MASON/CONCRETE FINISHER...$ 24.00 0.00

LABORER: Common or General......$ 18.79 0.00

LABORER: Pipelayer..............$ 23.14 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 24.91 14.85

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 20.01 0.00

OPERATOR: Grader/Blade..........$ 24.29 0.00

OPERATOR: Loader................$ 26.10 14.85

OPERATOR: Roller................$ 28.00 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at https://www.dol.gov/agencies/whd/government-contracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (iii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION"

(End of Summary of Changes)

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