W912QR25BA006-0001.pdf

PDF 4 MB Posted Jan 21, 2025

Attached to: Buckhorn Tailwater Streambank Erosion **Amendment 0001**
Solicitation number: W912QR25BA006
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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Written by GovTribe AI · Jan 29, 2025

This is Amendment 0001 to solicitation W912QR25BA006 issued by the US Army Corps of Engineers Louisville District for the Buckhorn Tailwater Streambank Erosion project in Buckhorn, KY. The amendment revises several civil site plan sheets (CS101-CS108) to add information about pavement underdrains, parking stops, and speed bumps, and updates wage determinations.

The amendment reschedules the bid opening from 10:00 AM to 11:00 AM Eastern Time on January 27, 2025 and provides updated Microsoft Teams meeting information. A site visit is scheduled for January 8, 2025 at 10:00 AM at the Buckhorn Lake Office, with RSVPs required by noon on January 6, 2025. Technical questions must be submitted via ProjNet by January 17, 2025 with answers provided by January 21, 2025. The work includes regrading slopes, placing riprap stone armoring, replacing concrete and gravel camper pads, replacing asphalt driveways, making asphalt road repairs, and related work. Bids must be submitted electronically through the PIEE Solicitation Module.

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Other files

File	Type	Posted
W912QR25BA006_Plans-0000.pdf	PDF	Jan 21, 2025
W912QR25BA006_Specs-0000.pdf	PDF	Jan 21, 2025

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11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers 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 theoffer submitted;

or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication 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 NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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.)

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

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 22

0001 21 JAN 2025 511801

W912QR

W072 ENDIST LOUISVILLE

KO CONTRACTING DIVISION, 600 DR MARTIN LUTHER KING JR PL

LOUISVILLE, KY 40202-2230

UNITED STATES

ETHAN PHILLIPS, EMAIL: ETHAN.S.PHILLIPS@USACE.ARMY.MIL

TELEPHONE: (502) 315-6545

SCD: PAS:

W912QR25BA006

26 DEC 2024

SEE SECTION G - CONTRACT ADMINISTRATION DATA

SEE SCHEDULE

MATTHEW JUDD

21 JAN 2025

W912QR25BA006-0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

****Amendment 0001****Block 14 (Description of Amendment/Modification):

Solicitation W912QR25BA006 is hereby amended as follows on 20 January 2025:

The following PLAN SHEETS have been revised and replaced in their entirety:

CS101 OVERALL SITE PLAN

CS102 CIVIL SITE PLAN

CS103 CIVIL SITE PLAN

CS104 CIVIL SITE PLAN

CS105 CIVIL SITE PLAN

CS106 CIVIL SITE PLAN

CS107 CIVIL SITE PLAN

CS108 CIVIL SITE PLAN

CS501 CIVIL DETAIL

This amendment adds information about the pavement underdrains, a note regarding parking stops, and a note regarding speed bumps.

Note: Wage Determinations have updated. The update is highlighted in yellow, Note: The Opening of Bids have been rescheduled from 10:00AM Eastern Time to 11:00AM Eastern Time on 27 January 2025. The call information is as follows:

Meeting ID: 993 963 405 253 Passcode: zi2v5jW9

Dial in by phone +1 503-207-9433,,93705036# United States, Beaverton Find a local number Phone conference ID: 937 050 36#

If you are submitting a bid, contractors are responsible to review, sign, and return all amendments AND the solicitation.

****Amendment 0001****

Section 00 20 00 - Instructions for Procurements

Miscellaneous text in this section has been modified to:

Buckhorn Tailwater Streambank Erosion - Site VisitBuckhorn Lake -

A Site Visit/ Pre -Proposal Meeting is scheduled for 8 Jan 2025. Please see provision 52.236-27 Site Visit Alternate I for more information. We will be holding a site visit following the Pre-Proposal Meeting. All attendees are required to meet at Buckhorn Lake Office at 1000 hrs.

W912QR25BA0060001

804 Buckhorn Dam Road

Buckhorn, KY 41721-8808

Project Office Phone: (606) 398-7251

Schedule:

1000: Meet at Project Office

1030: Walk Site Location

1200: Leave Site Location

No inquiries will be allowed during the site visit. All inquiries must be submitted via the Projnet Bidder Inquiry site. A Bidder Key is provided with the solicitation information. Please RSVP the following information:

1.Name of Attendee

2.Company

3.Phone Number and Email Address

Please remember to bring a Current State Issued ID in order to attend the site visit.

Contact: Nick Bibelhauser (nicholas.j.bibelhauser@usace.army.mil)

Send RSVP to nicholas.j.bibelhauser@usace.army.mil, USACE must receive the email by Noon hours EST on January 6th,2025. No additional attendees will be registered after this date or time. A confirmation email will be sent out to confirm each registration.

SPECIAL INSTRUCTIONS/ATTENTION TO BIDDERS

Site Visit information for this project is available in FAR Clause 52.236-27 ALT I.

Technical inquiries and questions relating to the proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://projnet.org/projnet. Please see the ProjNet Instructions for further guidance.

Please note, page numbering in this document may not be accurate.

ATTENTION BIDDERS: In preparing your bid -----

1. Have you signed the bid? Are all blank spaces filled in?

2. If signing on behalf of your company, have you attached evidence of your authority to sign the bid?

3. Have you acknowledged receipt of all amendments?

4. Have you checked your bid for possible errors? Arithmetically?

5. Have you furnished all information required by the invitation for bids and/or the specifications?

6. Are you submitting your bid on time? If mailed, will it reach the place of bid opening at the designated hour?

W912QR25BA0060001

7. If required by the invitation for bid, have you submitted a bid bond? Is it signed? Is it in the proper amount?

8. Have you completed the 'Representations and Certifications', Section 00 45 00, as part of your bid Submission

ADDITIONAL INFORMATION:

Bidders must comply with the requirements of 52.204-7, 52.232-33, and any other SAM requirements in this solicitation.

PLEASENOTE: SAM is completely free of charge for both registrants and users.

ELECTRONIC BID-SUBMISSIONS

ALL SUBMISSIONS TOTHIS ANNOUNCEMENT SHALL BE SUBMITTED ELECTRONICALLY. No paper copies, CD-ROMs or facsimile submissions will be accepted. Electronic Bid Submission is required through the

Procurement Integrated Enterprise Environment (PIEE) Solicitation Module https://wawf.eb.mil/.

Instructions on how to create a vendor account will be posted to sam.gov and can be located at: https://www.acq.osd.mil /asda/dpc/ce/cap/docs/piee/PIEE_Solicitation_Module_Vendor_Access_Instructions.pdf

Instructions on how to submit an offer will be posted to sam.gov and can be located at: https://pieetraining.eb.mil/wbt/sol /Posting_Offer.pdf

NOTE: Do NOT enter Privacy Act Data (Personal Identification Information (PII)) in the File Description.)

Upload Completion& Deadline: Interested parties shall submit responses no later than the date specified on the solicitation document. The time & date of proposal receipt will be the upload completion/ delivery time & date recorded within PIEE Solicitation Module site. Do not assume that electronic submission will occur instantaneously. Large files (e.g. 10MB or more) will take some time to upload. Offerors should time their upload effort with prudence by not waiting until the last few minutes--this will allow for unexpected delays in the transmittal process. Offerors are encouraged to keep a copy of the upload confirmation for their record. Submissions after the deadline will be considered late and will be processed in accordance with FAR 15.208.

Electronic Files: Submission shall be in a searchable Adobe PDF format.

File Naming Convention: To ensure your submission is received and processed appropriately, it is important that interested parties CAREFULLY ensure their electronic files adhere to the following naming convention:

- W912QR25B0006-FIRMNAME

Bids are due in accordance with SF1442 block 13.

The teleconference will begin one hour after the bid submission time (see SF1442 block 13 for submission time);

however, bids will be required to be submitted by the time and date outlined within the solicitation, in order to be accepted.

There is no grace period for bid submission. The conference call is scheduled for 11:00AM Eastern Time on 27 January 2025. The conference call-in number is as follows:

W912QR25BA0060001

Microsoft TEAMS

Meeting ID: 993 963 405 253

Passcode: zi2v5jW9

Conference Call-InNumber: +1 503-207-9433

Access Code: 93705036#

The Contracting Officer with assistance from the assigned Contract Specialist will download all the bid submissions and record all of the pertinent information prior to the conference call. The conference call will entail the reading aloud of the names of the submitting contractors and their bids, along with the independent government estimate. Once the information has been disseminated, the call will come to an end. The bid abstract will be posted to the https://sam.gov/ website by close of business of the day bids are opened.

PROJNET INSTRUCTIONS

BIDDERS QUESTIONS ANDCOMMENTS

Technical inquiries and questions relating to proposal procedures or bonds are to be submitted via Bidder Inquiry in ProjNet at http://www.ProjNet.org/ProjNet. As noted below, Bidders shall not submit their proposals via ProjNet.

Bidders shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Numberish: W912QR-25B0006

The Bidder Inquiry Key is: RCDDY2-3HXQIN

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency: This should be marked as USACE.

3. Key: Enter the Bidder Inquiry Key listed above.

4. E mail: Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

W912QR25BA0060001

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your

1. Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency: This should be marked as USACE.

4. Key: Enter the Bidder Inquiry Key listed above.

5. E mail: Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system. From this page you may view all bidder inquiries or add an inquiry.

Bidders will receive an acknowledgment of their question via email, followed by an answer to their question after it has been processed by our technical team. Deadline for all questions via ProjNet will be 17 January 2025 with all questions answered by 21 January 2025.

Bidders are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the CallCenter is 800-428-HELP.

PROJNET INSTRUCTIONS

BIDDERS QUESTIONS ANDCOMMENTS

Bidders shall submit their proposals in accordance with the provisions stated in the solicitation.

To submit and review bid inquiry items, bidders will need to be a current registered user or self-register into system.

The Solicitation Numberish: W912QR-25B0006

The Bidder Inquiry Key is: RCDDY2-3HXQIN

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

W912QR25BA0060001

2. Identify the Agency: This should be marked as USACE.

3. Key: Enter the Bidder Inquiry Key listed above.

4. E mail: Enter the email address you would like to use for communication.

5. Select Continue. A page will then open stating a user account was not found and will ask you to create one using the provided form.

7. Select Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your

1. Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency: This should be marked as USACE.

4. Key: Enter the Bidder Inquiry Key listed above.

5. E mail: Enter the email address you used to register previously in ProjNet.

6. Select Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system. From this page you may view all bidder inquiries or add an inquiry.

Bidders are requested to review the specification in its entirety and to review the Bidder Inquiry System for answers to questions prior to submission of a new inquiry.

The call center operates weekdays from 8AM to 5PM U.S. Central Time Zone (Chicago). The telephone number for the CallCenter is 800-428-HELP.

Section 00 73 00 - Supplementary Conditions

Miscellaneous text in this section has been modified to:

W912QR25BA0060001

"General Decision Number: KY20250060 01/03/2025

Superseded General Decision Number: KY20240060

State: Kentucky

Construction Type: Heavy

Counties: Bell, Breathitt, Carter, Clay, Elliott, Floyd, Harlan, Jackson, Knott, Lawrence, Lee, Leslie, Letcher, Magoffin, Martin, Morgan, Owsley, Perry and Wolfe Counties in Kentucky.

HEAVY CONSTRUCTION PROJECTS (including sewer/water construction).

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).

| | that contract in 2025. |

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 01/03/2025

CARP0064-007 04/01/2024

Rates Fringes

CARPENTER (Form Work Only).......$ 32.90 23.37

ELEC0369-004 09/04/2024

Rates Fringes

LINE CONSTRUCTION

Equipment Operator..........$ 39.15 26%+7.40 Groundman...................$ 25.77 26%+7.40 Lineman.....................$ 43.84 26%+7.40

ENGI0181-011 07/01/2024

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 40.05 19.10

GROUP 2.....................$ 37.19 19.10

GROUP 4.....................$ 36.87 19.10

OPERATING ENGINEER CLASSIFICATIONS

GROUP 1 - Bulldozer; Crane; Drill; Grader/Blade; Mechanic;

Scraper

GROUP 2 - Bobcat/Skid Steer/Skid Loader; Forklift

GROUP 4 - Oiler

Operators on cranes with booms 150 feet and over (including jib) shall receive $1.00 above Group 1 rate; 250 feet and over including jib shall receive $1.50 above Class 1 rate.

Combination Rate: All crane operators operating cranes, where the length of the boom in combination with the length of the piling leads equal or exceeds 150 feet, shall receive $1.00 above the Group 1 rate.

Employees assigned to work below ground level are to be paid 10% above basic wage rate. This does not apply to open cut work.

IRON0782-010 08/01/2024

Rates Fringes

IRONWORKER (Reinforcing & Structural) Projects over $20,000,000.00..............$ 35.75 26.34 Projects under $20,000,000.00..............$ 34.01 24.83

LABO0189-014 07/01/2024

Rates Fringes

LABORER

Concrete Saw (Hand Held/Walk Behind)...........$ 24.21 18.58 Concrete Worker.............$ 23.96 18.58

LABO1445-001 07/01/2024

Rates Fringes

LABORER

Airtrack Driller............$ 24.86 18.58

SUKY2011-016 06/25/2014

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 21.60 10.35

ELECTRICIAN......................$ 32.35 2.18

LABORER: Common or General......$ 21.36 9.39

LABORER: Flagger................$ 18.31 8.89

LABORER: Pipelayer..............$ 20.15 8.92

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 25.97 10.25

OPERATOR: Loader................$ 30.35 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 classifications and wage rates that have been found to be prevailing for the type(s) of construction and geographic area covered by the wage determination. The classifications are listed in alphabetical order under rate identifiers indicating whether the particular rate is a union rate (current union negotiated rate), a survey rate, a weighted union average rate, a state adopted rate, or a supplemental classification rate.

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate 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. The date, 07/01/2024 in the example, is the effective date of the most current negotiated rate.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

The next number, 0010 in the example, is an internal number used in producing the wage determination. The date, 01/01/2024 in the example, indicates the date the wage determination was updated to reflect the most current union average rate.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

The ""SU"" identifier indicates that either a single non-union rate prevailed (as defined in 29 CFR 1.2) for this classification in the survey or that the rate was derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As a weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SUFL2022-007 6/27/2024. SU indicates the rate is a single non-union prevailing rate or a weighted average of survey data for that classification. FL indicates the State of Florida. 2022 is the year of the 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. The date, 6/27/2024 in the example, indicates the survey completion date for the classifications and rates under that identifier.

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The ""SA"" identifier indicates that the classifications and prevailing wage rates set by a state (or local) government were adopted under 29 C.F.R 1.3(g)-(h). Example: SAME2023-007 01/03/2024. SA reflects that the rates are state adopted. ME refers to the State of Maine. 2023 is the year during which the state completed the survey on which the listed classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination.

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

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

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

On survey related matters, initial contact, including requests for summaries of surveys, should be directed to the WHD Branch of Wage Surveys. Requests can be submitted via email to davisbaconinfo@dol.gov or by mail to:

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

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail 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 an initial decision has been issued, then any interested party (those affected by the action) that disagrees with the decision can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail 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 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.

END OF GENERAL DECISION"

"General Decision Number: KY20250107 01/03/2025

Superseded General Decision Number: KY20240107

State: Kentucky

Construction Type: Highway

Counties: Adair, Barren, Bell, Breathitt, Casey, Clay, Clinton, Cumberland, Estill, Floyd, Garrard, Green, Harlan, Hart, Jackson, Johnson, Knott, Knox, Laurel, Lawrence, Lee, Leslie, Letcher, Lincoln, Magoffin, Martin, McCreary, Menifee, Metcalfe, Monroe, Morgan, Owsley, Perry, Pike, Powell, Pulaski, Rockcastle, Russell, Taylor, Wayne, Whitley and Wolfe Counties in Kentucky.

HIGHWAY 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.

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 01/03/2025

SUKY2015-047 10/20/2015

Rates Fringes

BOILERMAKER......................$ 24.65 12.94

BRICKLAYER

Bricklayer..................$ 22.90 8.50 Stone Mason.................$ 21.50 8.50

CARPENTER

Carpenter...................$ 24.90 14.50 Piledriver..................$ 24.55 14.50

CEMENT MASON.....................$ 21.25 8.50

ELECTRICIAN

Electrician.................$ 29.36 10.55 Equipment Operator..........$ 26.90 10.31 Groundsman..................$ 17.79 8.51 Lineman.....................$ 30.09 10.94 When workmen are required to work from bosum chairs, trusses, stacks, tanks, scaffolds, catwalks, radio and T.V. towers, structural steel (open, unprotected, unfloored raw steel), and bridges or similar hazardous locations where workmen are subject to fall, except where using JLG's and bucket trucks up to 75 feet: Add 25% to workman's base rate for 50 to 75 feet, and add 50% to workman's base rate for over 75 feet.

IRONWORKER.......................$ 27.56 20.57

LABORER

Group 1.....................$ 21.80 12.36 Group 2.....................$ 22.05 12.36 Group 3.....................$ 22.10 12.36 Group 4.....................$ 22.70 12.36 GROUP 1: Aging and Curing of Concrete (Any Mode or Method), Asbestos Abatement Worker, Asphalt Plant Laborers, Asphalt Laborers, Batch Truck Dumpers, Carpenter Tenders, Cement Mason Tenders, Cleaning of Machines, Concrete Laborers, Demolition Laborers, Dredging Laborers, Drill Tender, Environmental Laborer - Nuclear, Radiation, Toxic and Hazardous Waste - Level D, Flagmen, Grade Checkers, All Hand Digging and Hand Back Filling, Highway Marker Placers, Landscaping Laborers, Mesh Handlers and Placers, Puddler, Railroad Laborers, Rip-rap and Grouters, Right of Way Laborers, Sign, Guard Rail and Fence Installers (All Types), Signalmen, Sound Barrier Installer, Storm and Sanitary Sewer Laborers, Swampers, Truck Spotters and Dumpers, Wrecking of Concrete Forms, General Cleanup GROUP 2: Batter Board Men (Sanitary and Storm Sewer), Brickmason Tenders, Mortar Mixer Operator, Scaffold Builders, Burner and Welder, Bushammers, Chain Saw Operator, Concrete Saw Operators, Deckhand Scow Man, Dry Cement Handlers, Environmental Laborers - Nuclear, Radiation, Toxic and Hazardous Waste - Level C, Forklift Operators for Masonry, Form Setters, Green Concrete Cutting, Hand Operated Grouter and Grinder Machine Operator, Jack Hammers, Lead Paint Abatement, Pavement Breakers, Paving Joint Machine, Pipe Layers - Laser Operators (Non-metallic), Plastic Pipe Fusion, Power Driven Georgia Buggy and Wheel Barrow, Power Post Hole Diggers, Precast Manhole Setters, Walk-behind Tampers, Walk-behind Trenchers, Sand Blasters, Concrete Chippers, Surface Grinders, Vibrator Operators, Wagon Drillers GROUP 3: Air Track Driller (All Types), Asphalt Luteman and Rakers, Gunnite Nozzleman, Gunnite Operators and Mixers, Grout Pump Operator, Powderman and Blaster, Side Rail Setters, Rail Paved Ditches, Screw Operators, Tunnel Laborers (Free Air), Water Blasters GROUP 4: Caisson Workers (Free Air), Cement Finishers, Environmental Laborer - Nuclear, Radiation, Toxic and Hazardous Waste - Level A and B, miners and Drillers (Free Air), Tunnel Blasters, and Tunnel Mockers (Free Air), Directional and Horizontal Boring, Air Track Drillers (All Types), Powder Man and Blasters, Troxler and Concrete Tester if Laborer is Utilized

PAINTER

All Excluding Bridges.......$ 19.92 9.57 Bridges.....................$ 23.92 10.07

PLUMBER..........................$ 22.52 7.80

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 29.95 14.40 Group 2.....................$ 29.95 14.40 Group 3.....................$ 27.26 14.40 Group 4.....................$ 26.96 14.40 GROUP 1: Auto Patrol, Batcher Plant, Bituminous Paver, Cable- Way, Clamshell, Concrete Mixer (21 cu ft or over), Concrete Pump, Crane, Crusher Plant, Derrick, Derrick Boat, Ditching and Trenching Machine, Dragline, Dredge Engineer, Elevator (regardless of ownership when used for hoisting any building material), Elevating Grader and all types of Loaders, Hoe-type Machine, Hoisting Engine, Locomotive, LeTourneau or Carry-all Scoop, Bulldozer, Mechanic, Orangepeel Bucket, Piledriver, Power Blade, Roller (Bituminous), Roller (Earth), Roller (Rock), Scarifier, Shovel, Tractor Shovel, Truck Crane, Well Point, Winch Truck, Push Dozer, Grout Pump, High Lift, Fork Lift (regardless of lift height), all types of Boom Cats, Multiple Operator, Core Drill, Tow or Push Boat, A-Frame Winch Truck, Concrete Paver, Grade-All, Hoist, Hyster, Material Pump, Pumpcrete, Ross Carrier, Sheepfoot, Sideboom, Throttle- Valve Man, Rotary Drill, Power Generator, Mucking Machine, Rock Spreader attached to Equipment, Scoopmobile, KeCal Loader, Tower Cranes,(French, German and other types), Hydrocrane, Tugger, Backfiller Gurries, Self-propelled Compactor, Self-Contained Hydraulic Percussion Drill GROUP 2: All Air Compressors (200 cu ft/min or greater), Bituminous Mixer, Concrete Mixer (21 cu. ft. or over), Welding Machine, Form Grader, Tractor (50 hp and over), Bull Float, Finish Machine, Outboard Motor Boat, Brakeman, Mechanic Tender, Whirly Oiler, Tract-air, Road Widening Trencher, Articulating Trucks GROUP 3: Greaser on Grease Facilities servicing Heavy Equipment GROUP 4: Bituminous Distributor, Cement Gun, Conveyor, Mud Jack, Paving Joint Machine, Pump, Tamping Machine, Tractor (under 50 hp), Vibrator, Oiler, Air Compressor (under 200 cu ft per minute), Concrete Saw, Burlap and Curing Machine, Hydro Seeder, Power Form Handling Equipment, Deckhand Oiler, Hydraulic Post Driver

SHEET METAL WORKER...............$ 20.40 7.80

TRUCK DRIVER

Driver (3 Tons and Over), Driver (Truck Mounted Rotary Drill)...............$ 23.74 14.50 Driver (3 Tons and Under), Tire Changer and Truck

Mechanic Tender.............$ 23.53 14.50 Driver (Semi-Trailer or Pole Trailer), Driver (Dump Truck, Tandem Axle), Driver of Distributor.......$ 23.40 14.50 Driver on Mixer Trucks (All Types).................$ 23.45 14.50 Driver on Pavement Breakers.$ 23.55 14.50 Driver, Euclid and Other Heavy Earth Moving Equipment and Low Boy.......$ 24.31 14.50 Driver, Winch Truck and A- Frame when used in Transporting Materials......$ 23.30 14.50 Greaser on Greasing Facilities..................$ 24.40 14.50 Truck Mechanic..............$ 23.50 14.50 Truck Tender and Warehouseman................$ 23.20 14.50

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

Union Rate Identifiers

A four-letter identifier beginning with characters other than ""SU"", ""UAVG"", ?SA?, or ?SC? denotes that a union rate was prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2024. PLUM is an identifier of the union whose collectively bargained rate prevailed in the survey for this classification, which in this example would be Plumbers.

Union prevailing wage rates are updated to reflect all changes over time that are reported to WHD in the rates in the collective bargaining agreement (CBA) governing the classification.

Union Average Rate Identifiers

The UAVG identifier indicates that no single rate prevailed for those classifications, but that 100% of the data reported for the classifications reflected union rates. EXAMPLE:

UAVG-OH-0010 01/01/2024. UAVG indicates that the rate is a weighted union average rate. OH indicates the State of Ohio.

A UAVG rate will be updated once a year, usually in January, to reflect a weighted average of the current rates in the collective bargaining agreements on which the rate is based.

Survey Rate Identifiers

?SU? wage rates typically remain in effect until a new survey is conducted. However, the Wage and Hour Division (WHD) has the discretion to update such rates under 29 CFR 1.6(c)(1).

State Adopted Rate Identifiers

The date, 01/03/2024 in the example, reflects the date on which the classifications and rates under the ?SA? identifier took effect under state law in the state from which the rates were adopted.

WAGE DETERMINATION APPEALS PROCESS

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

a) a survey underlying a wage determination

b) an existing published wage determination

c) an initial WHD letter setting forth a position on a wage determination matter

d) an initial conformance (additional classification and rate) determination

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

Washington, DC 20210

Regarding any other wage determination matter such as conformance decisions, requests for initial decisions should be directed to the WHD Branch of Construction Wage Determinations.

Requests can be submitted via email to BCWD-Office@dol.gov or by mail to:

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

Washington, DC 20210

Requests for review and reconsideration can be submitted via email to dba.reconsideration@dol.gov or by mail to:

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

Washington, DC 20210

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.

END OF GENERAL DECISION"

ELEC ELEC

ELEC

ELECBO

RE 2

ELEV. 727.30

RE 1

ELEV. 722.88

RE 3

ELEV. 729.20

B-1 B-1 O

FFSET

B-2

B-3

B-4

SAN

SANSAN

SAN

CAMPGROUND ROAD

SQUABBLE CREEK

MIDDLE FORK KENTUCKY RIVER

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

C S1

(GRASS)

(ASPHALT)

(WOODS)

MATCHLINE - SEE SHEET CS103

- SEE SHEET CS105

MATCHLINE - SEE SHEET CS102

- SEE SHEET CS104

C H

- S

T C

C S1

MATCHLINE - SEE SHEET CS106

- SEE SHEET CS102

C H

- S

T C

C S1

MATCHLINE - SEE SHEET CS107

- SEE SHEET CS106

3+72.45

0+00 1+00 2+00

3+00

L9 L10 L11

L12 L13 L14

L15

C7 C8

C12C10

C110+

2+00

3+00 4+00 5+00 6+00

7+00 8+008+05.27

734733732731730 729728727726725724723722721720

730728726724722720

729727725723721

731730 737735733731

736738

7332.00:1

2.00:1

732730725

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=80'

OVERALL CIVIL SITE PLAN

PLAN

NORTH

N D

D .L

O G

D .L

O G

L C

CS101

:\E

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

/1 7/

_B &W

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R M

N L

R P

E, K

N O

V, SI

R N

N K

O R

N , K

Y P2

1, F Y2

GENERAL SHEET NOTES

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101.

LEGEND

5. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT UNLESS

ADDITIONAL OPTIONS ARE CHOSEN FOR REPAIRS.

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND LAKE PERSONNEL IN ORDER

TO ENSURE CONSTRUCTION ACTIVITIES DO NOT

INTERFERE WITH LAKE ACTIVITIES.

PROPOSED ASPHALT PAVEMENT BASE BID

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 1

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 2

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 3

(AS NOTED)

PROPOSED CONCRETE PAVEMENT FOR CAMP

PADS (AS NOTED) (DETAIL G11 ; SHEET CS 502)

PROPOSED RIP RAP (AS NOTED)

PROPOSED GRAVEL CAMP PAD (AS NOTED)

(DETAIL A1 ; SHEET CS501)

CONTRACTOR WORK LIMITS

80' 160'0

CS102

CS103

CS108

CS106

CS107

CS104 CS105

6. REMOVE AND REINSTALL CAMPER PAD USE MATERIALS

SUCH AS PICNIC TABLES, TRASH HOOKS, AND GRILLS.

7. CONTRACTOR SHALL REINSTALL SPEED BUMPS AT THE

SAME LOCATIONS AND TYPE AS EXISTING.

A C

C O

R D

E W

A M

W W

SAN

SANSAN

SAN

EXISTING

CONCRETE PAD

EXISTING

CONCRETE PAD

C H

- S

T C

-S

S H

C S1

(GRASS)

MATCHLINE - SEE SHEET CS102

- SEE SHEET CS104

MATCHLINE - SEE SHEET CS106

- SEE SHEET CS102

C H

- S

T C

-S

S H

C S1

0+00 L9

L10 C7

2+00

3+00 4+00

5+00 L18

L21

L22

L23 L24

C17 LINE B

LINE A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

SCALE: 1"=20'

CIVIL SITE PLAN

PLAN

NORTH

D .L

O G

D .L

O G

CS102

O :\E

D \P

- B U

O R

N T

O N

N S

R O

O N

W G

A M

C _B

&W .S

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R M

N L

R P

E, K

N O

V, AN

R N

N K

O R

N , K

Y P2

1, F Y2

A1 20' 40'0

GENERAL SHEET NOTES

2. DIMENSIONS ARE TO THE EDGE OF PAVEMENT.

4. FOR GRADING AND DRAINAGE, SEE GRADING SHEETS CG101.

LEGEND

SHEET KEYNOTES

1. KEEP ALL WORK EQUIPMENT AND SUPPLIES OFF OF THE

EXISTING CONCRETE CAMP PAD.

2. TIE PROPOSED CAMPGROUND RD PAVING INTO EXISTING

ROAD AREA WITH EDGE KEY. SEE DETAIL A14 SHEET CS502.

3. RESTORE AREA TO EXISTING CONDITIONS.

4. PROVIDE TREE PROTECTION

5. ASPHALT PAVEMENT REPAIR OPTIONS TO BE PERFORMED

AFTER CONSTRUCTION OF THE SLOPE, CAMPER PADS, AND

ATTACHED DRIVEWAYS. THE BASELINE REPAIR IS 1.5"

ASPHALT MILLING AND OVERLAY FOR SURFACE DAMAGE.

THE GOVERNMENT'S ENGINEER WILL MAKE

DETERMINATION OF PAVEMENT CONDITION ALONG WITH

THE LOCATION OF THE REPAIRS AFTER A PROOF ROLL IS

PERFORMED.

ASPHALT REPAIR INCLUDES THE FOLLOWING:

OPTION 1: SUBGRADE REPAIRS. DEMOLITION OF EXISTING

PAVEMENT AND UNDERCUT TO A DEPTH OF 18", BACKFILL

TO GROUND SURFACE WITH KYTC #3 STONE, MEETING

DETAIL A1 ON CS502

OPTION 2: ASPHALT PAVEMENT SECTION BASE REPAIR.

PAVEMENT SECTION MEETING DETAIL A6 ON CS501.

6. ASPHALT FULL DEPTH PAVEMENT

7. INSTALL A NEW UTILITY PEDESTAL TO MATCH THE EXISTING

PEDESTAL.

8. PROTECT AND REESTABLISH UTILITIES.

5. CONTRACTOR IS LIMITED TO THE CWL'S WITHIN THE

BEGINNING AND END OF THE PROJECT UNLESS

ADDITIONAL OPTIONS ARE CHOSEN FOR REPAIRS.

1. ALL DIMENSIONS ARE PROVIDED IN U.S. SURVEY FEET,

UNLESS INDICATED OTHERWISE.

3. CONTRACTOR TO COORDINATE CONSTRUCTION

ACTIVITIES WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR) AND LAKE PERSONNEL IN ORDER

TO ENSURE CONSTRUCTION ACTIVITIES DO NOT

INTERFERE WITH LAKE ACTIVITIES.

PROPOSED ASPHALT PAVEMENT BASE BID

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 1

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 2

(AS NOTED)

PROPOSED ASPHALT PAVEMENT OPTION 3

(AS NOTED)

PROPOSED CONCRETE PAVEMENT FOR CAMP

PADS (AS NOTED) (DETAIL G11 ; SHEET CS 502)

PROPOSED RIP RAP (AS NOTED)

PROPOSED GRAVEL CAMP PAD (AS NOTED)

(DETAIL A1 ; SHEET CS501)

PROPOSED FULL DEPTH ASPHALT PAVEMENT

BASE BID(AS NOTED)

CONTRACTOR WORK LIMITS

6. CONTRACTOR SHALL REINSTALL SPEED BUMPS AT THE

SAME LOCATIONS AND TYPE AS EXISTING.

ALIGNMENTS: LINE A (STREAM BANK)

NUMBER

C10

C11

C12

L10

L11

L12

L13

L14

L15

LENGTH

10.74'

12.19'

4.31'

17.70'

21.45'

9.04'

8.08'

73.42'

57.54'

90.10'

17.53'

30.01'

20.35'

RADIUS

57.46'

LINE/CHORD DIRECTION

N17° 41' 54.09"E

N06° 16' 03.51"E

N01° 57' 27.01"W

N04° 17' 38.33"W

N15° 13' 32.94"E

N08° 36' 43.15"W

N23° 03' 03.83"E

N12° 20' 44.34"E

N00° 11' 22.69"E

N04° 06' 16.71"W

N13° 07' 09.59"W

N04° 31' 52.92"E

N25° 55' 12.97"E

STA

0+08.08

0+92.24

1+61.97

2+82.94

3+30.65

2+56.37

0+00.00

0+18.81

1+04.43

1+66.28

2+65.41

3+00.64

3+52.10

ALIGNMENTS: LINE B (CAMPGROUND RD)

Number

C17

L18

L19

L20

L21

L22

L23

L24

Radius

59.75

Length

69.94

139.78

128.61

163.28

53.11

130.98

83.03

36.52

Line/Chord Direction

N63° 44' 07.93"E

N15° 16' 20.18"E

N5° 00' 09.64"E

N0° 15' 55.86"W

S80° 38' 53.35"E

S82° 43' 48.06"E

N23° 24' 32.54"E

N30° 12' 03.92"E

STA

1+84.09

3+73.58

5+13.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 29, 2025.