W912QR25R0016_CERT_Final_Specs-0008.pdf

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Attached to
ROUGH RIVER DAM SAFETY MODIFICATION PHASE II: NEW OUTLET WORKS AND CUTOFF WALL PROJECT
Solicitation number
W912QR25R0016
Issued by

About this file

This document is an Amendment (Amendment 0008) to a federal solicitation for the Rough River Dam Safety Modification Phase II project located in Falls of Rough, Kentucky. The amendment updates multiple specification sections including Temporary Construction Facilities and Controls, Temporary Environmental Controls and Permits, Earthwork, Instrumentation and Monitoring, Mass Excavation, and Underwater Blasting, with specific changes to technical specifications, drawings, and project requirements.

Key updates include extending the solicitation due date from August 1, 2025, to October 7, 2025, at 10:00 AM Eastern Standard Time, incorporating updated wage determinations for Highway (KY20250038), Building (KY20250041), and Heavy (KY20250061) construction, and adding the clause 52.217-7 Option for Increased Quantity. The project involves constructing new outlet works and a cutoff wall, with work to be performed by the U.S. Army Corps of Engineers - Louisville District. The procurement is full and open, requires a HUBZone 10% price evaluation, and mandates that large businesses submit a subcontracting plan. The project will use North American Industry Classification System (NAICS) code 237990.

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Text version

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: ADYSON MEDLEY

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

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 SUMMARY OF CHANGES

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY

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 W912QR25R0016

X 9B. DATED (SEE ITEM 11)

20-Dec-2024

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 X is extended, 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.

U0008

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE W912QR

FACILITY CODECODE

EMAIL:TEL:

11-SEP-2025

W912QR25R0016_CERT_Final_Specs-0008

W912QR25R0016

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 0008 CHANGES

Solicitation W912QR25R0016 for Rough River Dam Modification is hereby amended with the following changes:

1. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

00 10 00 PRICE BREAKOUT SCHEDULE

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS

31 00 00.00 06 EARTHWORK

31 09 13.00 06 INSTRUMENTATION AND MONITORING

31 23 05.00 06 MASS EXCAVATION

31 23 17.00 06 UNDERWATER BLASTING

31 32 23.00 06 SLURRY CONTROL DRILLING AND GROUTING

31 56 10.00 06 CUTOFF WALL CONSTRUCTION

32 12 16 HOT MIX ASPHALT (HMA) FOR ROADS

2. The following PLANS have been revised and replaced in their entirety:

Plan Volume 1A:

OTW GI002 INDEX OF DRAWINGS VOL. 1

OTW GI002a INDEX OF DRAWINGS VOL. 1

OTW GI004 INDEX OF DRAWINGS VOLUME 3

OTW GI009 EXCAVATION SEQUENCING

OTW TC001 GENERAL TRAFFIC CONTROL NOTES

OTW GS112 SITE PLAN 5 OF 11 SPILLWAY ACCESS ROAD

OTW GC118 OUTLET WORKS EROSION CONTROL PLAN 10 OF 16

OTW GC121 OUTLET WORKS EROSION CONTROL PLAN 13 OF 16

Plan Volume 1B:

OTW CD115 OUTLET WORKS DEMOLITION PLAN 7 OF 18

OTW CS101 OUTLET WORKS OVERALL SITE PLAN

OTW CS118 OUTLET WORKS SITE PLAN 10 OF 16

OTW CS119 OUTLET WORKS SITE PLAN 11 OF 16

OTW CS121 OUTLET WORKS SITE PLAN 13 OF 16

OTW CS501 DETAILS OUTLET WORKS

OTW CG101 OUTLET WORKS OVERALL GRADING PLAN

OTW CG115 OUTLET WORKS GRADING PLAN 7 OF 16

OTW CG118 OUTLET WORKS GRADING PLAN 10 OF 16

OTW CG119 OUTLET WORKS GRADING PLAN 11 OF 16

OTW CG121 OUTLET WORKS GRADING PLAN 13 OF 16

OTW CG231 PROFILE EXISTING CHANNEL FILL GROIN DITCHES (BID OPTION 3)

OTW CG232 PROFILE EXISTING CHANNEL FILL (BID OPTION 3)

OTW CG233 PROFILE EXISTING CHANNEL FILL (BID OPTION 3)

OTW CG234 PROFILE EXISTING CHANNEL FILL (BID OPTION 3)

OTW CG501 EXCAVATION PLAN (OVERALL)

OTW CG502 BLASTING AREA INSTRUMENTATION PLAN (OVERALL)

OTW CG503 EXCAVATION DETAILS DREDGING AND UNDERWATER BLASTING

OTW CG504 EXCAVATION DETAILS SURFACE ROCK EXCAVATION

OTW CG507 EXCAVATION DETAILS STILLING BASIN

OTW CG742 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG743 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG744 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG745 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG746 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG747 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG748 EXISTING CHANNEL FILL CROSS SECTIONS (BID OPTION 3)

OTW CG749 DOWNSTREAM DAM FACE CROSS SECTIONS (BID OPTON 3)

OTW CG750 DOWNSTREAM DAM FACE CROSS SECTIONS (BID OPTON 3)

OTW CG751 DOWNSTREAM DAM FACE CROSS SECTIONS (BID OPTON 3)

OTW CU101 OVERALL UTILITY PLAN

OTW CU105 UTILITY PLAN 4 OF 15

Volume 3:

CTW GC101 CUTOFF WALL OVERALL EROSION CONTROL PLAN BID OPTION 2

CTW GC104 CUTOFF WALL EROSION CONTROL PLAN SHEET 1 OF 4 (BID OPTION 2)

CTW GC105 CUTOFF WALL EROSION CONTROL PLAN SHEET 2 OF 4 (BID OPTION 2)

CTW GC106 CUTOFF WALL EROSION CONTROL PLAN SHEET 3 OF 4 (BID OPTION 2)

CTW GC107 CUTOFF WALL EROSION CONTROL PLAN SHEET 4 OF 4 (BID OPTION 2)

CTW CD101 CUTOFF WALL OVERALL DEMOLITION PLAN BID OPTION 2

CTW CD103 CUTOFF WALL DEMOLITION PLAN (BID OPTION 2)

CTW CD104 CUTOFF WALL DEMOLITION PLAN (BID OPTION 2)

CTW CD105 CUTOFF WALL DEMOLITION PLAN (BID OPTION 2)

CTW CD106 CUTOFF WALL DEMOLITION PLAN (BID OPTION 2)

CTW CD107 CUTOFF WALL DEMOLITION PLAN (BID OPTION 2)

CTW CI101 OVERALL INSTRUMENTATION PLAN BID OPTION 2

CTW CI103 INSTRUMENTATION PLAN (BID OPTION 2)

CTW CI104 INSTRUMENTATION PLAN (BID OPTION 2)

CTW CI105 INSTRUMENTATION PLAN (BID OPTION 2)

CTW CI106 INSTRUMENTATION PLAN (BID OPTION 2)

CTW CI107 INSTRUMENTATION PLAN (BID OPTION 2)

CTW CI501 INSTRUMENTATION DETAILS

CTW CS101 CUTOFF WALL OVERALL SITE PLAN

CTW CS104 CUTOFF WALL SITE PLAN

CTW CS105 CUTOFF WALL SITE PLAN

CTW CS106 CUTOFF WALL SITE PLAN

CTW CS107 CUTOFF WALL SITE PLAN

CTW CG200 OVERALL CUTOFF WALL PROFILE (BID OPTION 3)

CTW CG201 CUTOFF WALL PROFILE (BID OPTION 3)

CTW CG202 CUTOFF WALL PROFILE (BID OPTION 3)

CTW CG203 CUTOFF WALL PROFILE (BID OPTION 3)

CTW CG204 PHASE II FOUNDATION GROUTING – UPSTREAM (BID OPTION 2)

CTW CG205 PHASE II FOUNDATION GROUTING – DOWNSTREAM (BID OPTION 2)

CTW CG301 CUTOFF WALL CROSS SECTIONS (BID OPTION 3)

CTW CG501 WORK PLATFORM DETAILS (BID OPTION 2)

CTW CG502 CRITICAL AREA A SEQUENCE OF WORK

CTW CG503 CONDUIT ABANDONMENT CONCRETE PLACEMENTS (BASE BID)

CTW CG504 OUTLET WORKS CONCRETE PLACEMENT (BASE BID)

CTW CG505 CONCRETE ABANDONMENT CONCRETE PLACEMENTS (BASE BID)

CTW CG506 CRITICAL AREA A: CONDUIT DEMOLITION (BID OPTION 3)

CTW CG507 CRITICAL AREA A: CONDUIT DEMOLITION – BID OPTION 3 (CONT.)

CTW CG508 CRITICAL AREA A: SPECIAL PANEL/ELEMENT (BID OPTION 3)

STR GC101 OVERALL STATE ROAD RELOCATION EROSION CONTROL PLAN BID

OPTION 3

STR GC102 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR GC103 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR GC104 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR GC105 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR GC106 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR GC107 STATE ROAD RELOCATION EROSION CONTROL PLAN (BID OPTION 3)

STR CD101 STATE ROAD RELOCATION OVERALL DEMOLITION PLAN BID OPTION 3

STR CD103 STATE ROAD RELOCATION DEMOLITION PLAN (BID OPTION 3)

STR CD104 STATE ROAD RELOCATION DEMOLITION PLAN (BID OPTION 3)

STR CD105 STATE ROAD RELOCATION DEMOLITION PLAN (BID OPTION 3)

STR CD106 STATE ROAD RELOCATION DEMOLITION PLAN (BID OPTION 3)

STR CD107 STATE ROAD RELOCATION DEMOLITION PLAN (BID OPTION 3)

STR CI101 OVERALL INSTRUMENTATION PLAN BID OPTION 3

STR CI103 INSTRUMENTATION PLAN (BID OPTION 3)

STR CI104 INSTRUMENTATION PLAN (BID OPTION 3)

STR CI105 INSTRUMENTATION PLAN (BID OPTION 3)

STR CI106 INSTRUMENTATION PLAN (BID OPTION 3)

STR CI107 INSTRUMENTATION PLAN (BID OPTION 3)

STR CI502 INSTRUMENTATION DETAILS

STR CS101 STATE ROAD RELOCATION OVERALL SITE PLAN BID OPTION 3

STR CS102 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CS103 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CS104 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CS105 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CS106 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CS107 STATE ROAD RELOCATION SITE PLAN (BID OPTION 3)

STR CG101 STATE ROAD RELOCATION OVERALL GRADING PLAN BID OPTION 3

STR CG102 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG103 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG104 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG105 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG106 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG107 STATE ROAD RELOCATION GRADING PLAN BID (OPTION 3)

STR CG201 HIGHWAY 79 PROFILE (BID OPTION 3)

STR CG202 HIGHWAY 79 PROFILE CONTINUED (BID OPTION 3)

STR CG203 SUPERELEVATION DIAGRAM (BID OPTION 3)

STR CG204 STATE ROAD RELOCATION STORM LINE PROFILES (BID OPTION 3)

STR CG205 PARAPET WALL PROFILES (BID OPTION 3)

STR CG206 MAINTENANCE ROAD AND SIDEWALK PROFILES (BID OPTION 3)

STR CG301 HIGHWAY 79 CROSS SECTIONS (BID OPTION 3)

STR CG302 HIGHWAY 79 CROSS SECTIONS (BID OPTION 3)

STR CG303 HIGHWAY 79 CROSS SECTIONS (BID OPTION 3)

STR CG304 HIGHWAY 79 CROSS SECTIONS (BID OPTION 3)

STR CG305 HIGHWAY 79 CROSS SECTIONS (BID OPTION 3)

STR CG306 SIDEWALK CROSS SECTION (BID OPTION 3)

STR CG307 MAINTENANCE ROAD CROSS SECTIONS (BID OPTION 3)

STR CG401 HIGHWAY 79 TYPICAL SECTIONS (BID OPTION 3)

STR CG402 MAINTENANCE ROAD TYPICAL SECTIONS (BID OPTION 3)

STR CG403 VISITORS CENTER AREA TYPICAL SECTIONS (BID OPTION 3)

STR CG501 MISCELLANEOUS DRAINAGE DETAILS

STR CP101 STATE ROAD RELOCATION OVERALL PAVEMENT PLAN BID OPTION 3

STR CP103 STATE ROAD RELOCATION PAVEMENT PLAN (BID OPTION 3)

STR CP104 STATE ROAD RELOCATION PAVEMENT PLAN (BID OPTION 3)

STR CP105 STATE ROAD RELOCATION PAVEMENT PLAN (BID OPTION 3)

STR CP106 STATE ROAD RELOCATION PAVEMENT PLAN (BID OPTION 3)

STR CP107 STATE ROAD RELOCATION PAVEMENT PLAN (BID OPTION 3)

STR CM101 STATE ROAD RELOCATION OVERALL PAVEMENT MARKING PLAN (BID

OPTION 3)

STR CM102 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

STR CM103 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

STR CM104 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

STR CM105 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

STR CM106 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

STR CM107 STATE ROAD RELOCATION PAVEMENT MARKING PLAN (BID OPTION 3)

3. The due date is hereby extended from 01 August 2025 at 10:00AM to 07 October 2025 at 10:00AM.

4. Wage Determination KY20250038 (Highway) dated 15 August 2025, KY20250041 (Building) dated 22 August 2025, and KY20250061 (Heavy) dated 22 August 2025 are hereby amended and incorporated.

5. Clause 52.217-7 (Option for Increased Quantity – Separately Priced Line Item) is hereby added.

6. All other terms and conditions remain unchanged.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 01-Aug-2025 10:00 AM to 07-Oct-2025 10:00 AM.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by full text:

52.217-7 OPTION FOR INCREASED QUANTITY--SEPARATELY PRICED LINE ITEM (MAR 1989)

The Government may require the delivery of the numbered line item, identified in the Schedule as an option item, in the quantity and at the price stated in the Schedule. The Contracting Officer may exercise the option by written notice to the Contractor within 60 calendar days. Delivery of added items shall continue at the same rate that like items are called for under the contract, unless the parties otherwise agree.

(End of clause)

(End of Summary of Changes)

Rough River Dam Modification Phase 2 – New Outlet Works and Cutoff Wall August 2025

P2# 145870 Page 1 CERTIFIED FINAL

AMENDMENT 0008

Section 00 10 00

Amendment 0008

Price Breakout Schedule

Project: Rough River Dam, Dam Safety Modification, Phase 2- New Outlet Works and Cutoff Wall

Location: Rough River Dam, Falls of Rough, KY

Offeror’s Name:________________________________________

Amendment 0008**********************************************************************

Base Bid Items

CLIN 0001: Outlet Works (OTW) and General Site Work Item No.

Description Qty. Unit Unit Price Total Price

1.0 General Mobilization/Demobilization 1 Job N/A $________

2 General Site Work 1 Job N/A $________ 3 Develop Data Management System 1 Job N/A $________

4 Maintain Data Management System Closeout, and Turnover of Final Products 1 Job N/A

5 Instrumentation Monitoring Program 1 Job N/A $________

6.0 Temporary Storm Water Pollution Control

/Clearing and Grubbing for Outlet Works 1 Job N/A

7 Demolition 1 Job N/A $________ 8 Control Tower Cofferdam 1 Job N/A $________ 9 Stilling Basin Sheetpile Wall and Cofferdam 1 Job N/A $________

12 Common Excavation and Disposal 97,500 Cubic Yards $________ 13 Mechanical Excavation and Disposal 3,000 Cubic Yards $________

14 Surface Rock Blasting, Excavation and Disposal – Control Tower and Approach 90,000 Cubic Yards

15 Surface Rock Blasting, Excavation and Disposal – Stilling Basin and Apron 30,000 Cubic Yards

16 Tunnel/Portal Mechanical Excavation, Disposal, Initial Support, and Incidentals 11,000 Cubic Yards

17 Rock Slope Reinforcement and Permanent Rockfall Protection 1 Job N/A

18 Haney Limestone Concrete Bulkheads 750 Cubic Yards $________ 19 Retreat Channel Lining 1 Job N/A $________

P2# 145870 Page 2 CERTIFIED FINAL

Work Item No.

Description Qty. Unit Unit Price Total Price

20 Outlet Works Access Roads and Miscellaneous incidentals 1 Job N/A

21 Control of Water and Dewatering 1 Job N/A $________ 57 Existing Outlet Works Abandonment 1 Job N/A $________

Total CLIN 0001: Outlet Works (OTW) and General Site $________

Amendment 0004**********************************************************************

CLIN 0002: Outlet Works OTW - Permanent Facilities Work Item No.

Description Qty. Unit Unit Price Total Price

22 Mass Concrete: Mix 1 (Lower Control Tower) 2,120 Cubic Yards $________ 23 Facing Concrete: Mix 2 (Lower Control Tower) 1,100 Cubic Yards $________

24 Facing Concrete: Mix 2A (Stilling Basin and Tunnel Liner) 8,500 Cubic Yards $________

25 Structural Concrete: Mix 3 (General Structural Concrete) 3,500 Cubic Yards

26 Interior Structural Concrete: Mix 4 (Post Tensioned Structural Concrete) 350 Cubic Yards

27 Foundation Preparation and Protection – Control Tower Excavation 1 Job N/A

28 Foundation Preparation and Protection – Stilling Basin and Apron Excavation 1 Job N/A

29 Complete and Fully Functioning Control Tower 1 Job N/A $________ 30 Complete and Fully Functioning Service Bridge 1 Job N/A $________

31 Fabrication and Installation of Hydraulic Steel Structures 1 Job N/A $________

32 Tunnel/Portal Permanent Support 1 Job N/A $________ 33 Complete and Fully Functioning Stilling Basin 1 Job N/A $________ 34 Complete and Functioning Mobile Lab 1 Job N/A $________ 35 Not Used 1 Job N/A $________

36 Outlet Works Approval, Demonstration, and Acceptance 1 Job N/A $________

Total CLIN 0002: Outlet Works OTW - Permanent Facilities

P2# 145870 Page 3 CERTIFIED FINAL

**********************************************************************Amendment 0004

CLIN 0003: Control Tower Grout Curtain Work Item No.

Description Qty. Unit Unit Price Total Price

37.0 Soil Drilling - Control Tower Excavation Grout

Boreholes, 20 Degree Angled Holes 2,500 Linear Foot $________

38.0 Rock Drilling - Control Tower Excavation Grout

Boreholes, 20 Degree Angled Holes. 9,800 Linear Foot $________

42.0 Reconnections and Redrilling for Down Stage

Grouting 7,000 Linear Foot $________

43.0 Grouting Placement 900 Hours $________

44.0 Grout Mix A 51,000 Gallons $________

45.0 Grout Mix B 22,000 Gallons $________

46.0 Grout Mix C 95,000 Gallons $________

47.0 Grout Mix D 14,900 Gallons $________

48.0 Grout Mix E 17,000 Gallons $________

49 Automated Grouting Control/Data Collection System 1 Job N/A $________

Total CLIN 0003: Control Tower Grout Curtain

Total Base Bid Price

Optional Bid Items

Option 1 - CLIN 0004: Underwater Blasting, Dredging, and Disposal Work Item No.

Description Qty. Unit Unit Price Total Price

1.1 Underwater Blasting Mobilization /

Demobilization 1 Job N/A $________

10 Underwater Dredging, Disposal 9,800 Cubic Yards $________

11 Underwater Rock Blasting, Excavation and Disposal – Approach Channel 28,000 Cubic Yards

Option 1 Total – CLIN 0004: Underwater Blasting, Dredging, and Disposal

P2# 145870 Page 4 CERTIFIED FINAL

Option 2 - CLIN 0005: Slurry Control Drilling, Grouting for Dam, and Work Platform Work Item No.

Description Qty. Unit Unit Price Total Price

6.1 Temporary Storm Water Pollution Control

/Clearing and Grubbing for Cutoff Wall 1 Job N/A

37.1 Soil Drilling - Dam Grout Boreholes, 20

Degree Angled Holes 9,000 Linear Foot

38.1 Rock Drilling - Dam Grout Boreholes, 20

Degree Angled Holes. 4,200 Linear Foot

39 Rock and Concrete Coring - Dam Grout Boreholes, 20 Degree Angled Holes 1,550 Linear Foot

40 Optical and Acoustical Televiewer Surveys 7,000 Linear Foot $________

41 Water Pressure Testing 295 Each $________

42.1 Reconnections and Redrilling for Down

Stage Grouting 1,000 Linear Foot

43.1 Grouting Placement 300 Hours $________

44.1 Grout Mix A 39,000 Gallons $________

45.1 Grout Mix B 13,000 Gallons $________

46.1 Grout Mix C 15,000 Gallons $________

47.1 Grout Mix D 5,100 Gallons $________

48.1 Grout Mix E 3,000 Gallons $________

51 Work Platform Construction, and Maintenance 1 Job N/A

52 Instrumentation Relocations, Modifications, Installations, and Restoration 1 Job N/A

Option 2 Total, CLIN 0005: Slurry Control Drilling, Grouting for Dam, and Work Platform

P2# 145870 Page 5 CERTIFIED FINAL

Option 3 - CLIN 0006: Cutoff Wall (CTW) and State Road Relocation (STR) Work Item No.

Description Qty. Unit Unit Price Total Price

6.2 Temporary Storm Water Pollution Control /Clearing and Grubbing for State Road Relocation

1 Job N/A

50 Cutoff Wall Mobilization/Demobilization 1 Job N/A $________

53 Gov. Dir. Stand-by Time for Cutoff Wall Construction 12 Hours

54 Cutoff Wall Complete – soil, rock, over excavation, concrete 26,000 Square

Yards

55 Verification Holes – Concrete Coring, CCTV, O/ATV, Washing Holes – Quantity For Each. 12,500 Linear Foot

56 Permeability Tests and Analysis 76 Each $________

58 Critical Area A – Existing Conduit Demolition at Cutoff Wall 1 Job N/A

59 Critical Area A – Complete Cutoff Wall 650 Square Yards $________

60 Dam Restoration 1 Job N/A $________

61 Highway 79 Relocation 1 Job N/A $________

62 Downstream Draped Filter Drain and Tailwater Abandonment 1 Job N/A $________

Option 3 Total, CLIN 0006: Cutoff Wall (CTW) and State Road Relocation (STR)

GENERAL:

* Work items are grouped into 6 Contract Line Item Numbers (CLIN) linked to each feature of work.

** Please refer to the specifications for full work item descriptions for any particular item.

*** Proposals will be evaluated based on the total base price plus options to be exercised at the time of award.

**** Bid Options may be exercised at any time during the period of performance (POP).

ITEM NOTES:

Item No. 1.0: This item includes all mobilization/demobilization costs for the project, including all costs and labor associated with mobilization/demobilization of all personnel, equipment, materials, facilities, construction and removal of all temporary features except for costs associated with UNDERWATER BLASTING MOBILIZATION/DEMOBILIZATION and CUTOFF WALL MOBILIZATION/DEMOBILIZATION.

Item No. 1.1: This item includes all mobilization/demobilization costs for Underwater Blasting (Option 1), including all costs and labor associated with mobilization/demobilization of all personnel, equipment, materials, facilities, construction and removal of all temporary features.

P2# 145870 Page 6 CERTIFIED FINAL

**********************************************************************Amendment 0008

Item No. 2: This item includes general site work identified by name in the plans and specifications and covers any other items not specifically included by other price breakout items.

Item No. 3: This item includes all costs associated with the development and implementation of the Data Management System in accordance with the plans and specifications.

Item No. 4: This item includes all costs to maintain the Data Management System in a fully functional state and to update data in the system through project and data management closeout as required in the plans and specifications. This item includes closeout and turnover of the final work products to the Government.

Item No. 5: This item includes all costs associated with instrumentation monitoring, instrumentation readings, instrumentation reporting, and coordination as defined in the Joint Instrumentation and Monitoring Program, the Instrumentation and Monitoring Specification, and plans as required during completion of construction activities for both existing and proposed instruments.

Amendment 0008**********************************************************************

Item No. 6.0: This item includes all costs associated with stormwater pollution control, clearing and grubbing activities, and associated permits required for the Outlet Works in the plans and specifications.

Item No. 6.1: This item includes all costs associated with stormwater pollution control, clearing and grubbing activities, and associated permits required for the Grouting of the Dam and Work Platform in the plans and specifications.

Item No. 6.2: This item includes all costs associated with stormwater pollution control, clearing and grubbing activities, and associated permits required for the Cutoff Wal and State Road in the plans and specifications.

**********************************************************************Amendment 0008

Item No. 7: This item includes all costs associated with demolition activities required in the plans and specifications.

Item No. 8: This item includes all costs associated with construction, maintenance and disposal of the lime stabilized cofferdam at the control tower as required in the plans and specifications.

Item No. 9: This item includes all costs associated with planning, construction, maintenance, and removal of the sheetpile seepage cutoff and cofferdam at the stilling basin as required in the plans and specifications.

Item No. 10: This item includes all costs associated with underwater dredging and disposal, as required in the approach channel, retreat channel, and retreat channel tie-in.

Item No. 11: This item includes all costs associated with underwater excavation and disposal of intact rock via mechanical excavation and/or blasting in the approach channel.

Item No. 12: This item includes all costs associated with common excavation and disposal of earth, loose rock, and other materials defined as common excavation as required in the plans and specifications.

P2# 145870 Page 7 CERTIFIED FINAL

Item No. 13: This item includes all costs associated with the mechanical excavation and disposal of intact rock in the dry as required in the plans and specifications.

Item No. 14: This item includes all costs associated with surface rock blasting, excavation and disposal of intact rock in the approach channel and control tower areas as required in the plans and specifications.

Item No. 15: This item includes all costs associated with surface rock blasting, excavation and disposal of intact rock in the stilling basin and apron areas as required in the plans and specifications.

Item No. 16: This item includes all costs associated with tunnel/portal mechanical excavation, disposal, mapping, initial support to protect the excavation, and other tunnel incidental items as required in the plans, specifications, and tunneling work plan.

Item No. 17: This item includes all costs associated with rock slope reinforcement and permanent rockfall protection, including spot treatment, as required in the plans and specifications.

Item No. 18: This item includes all costs associated with Haney Limestone bulkhead construction for slope stabilization in the Haney Limestone due to encountered karst as required in the plans and specifications.

Item No. 19: This item includes all costs associated with retreat channel lining and slope protection;

including excavation, grading, disposal, and construction of the retreat channel tie-in, as required in the plans and specifications.

Item No. 20: This item includes all costs associated with outlet works access roads and other access road related incidental items as required in the plans and specifications.

Item No. 21: This item includes all costs associated with control of water and dewatering as required in the plans and specifications.

Item No. 22: This item includes all costs for batching, mixing, transporting, placing, testing, and protecting concrete including formwork, reinforcement, embedded items, and other incidentals associated with Mass Concrete Mix 1 for the lower control tower as required in the plans and specifications.

Item No. 23: This item includes all costs for batching, mixing, transporting, placing, testing, and protecting concrete including formwork, reinforcement, embedded items, and other incidentals associated with Facing Concrete Mix 2 for the lower control tower as required in the plans and specifications.

Item No. 24: This item includes all costs for batching, mixing, transporting, placing, testing, and protecting concrete including formwork, reinforcement, embedded items, and other incidentals associated with Facing Concrete Mix 2A for the tunnel liner and stilling basin as required in the plans and specifications.

Item No. 25: This item includes all costs for batching, mixing, transporting, placing, testing, and protecting concrete including formwork, reinforcement, embedded items, and other incidentals associated with Structural Concrete Mix 3 for general structural concrete as required in the plans and specifications.

Item No. 26: This item includes all costs for batching, mixing, transporting, placing, testing, and protecting concrete including formwork, reinforcement, embedded items, post tensioning, and other

P2# 145870 Page 8 CERTIFIED FINAL incidentals associated with Interior Structural Concrete Mix 4 for post tensioned structural concrete as required in the plans and specifications.

Item No. 27: This item includes all costs associated with foundation preparation and protection in the control tower excavation and approach channel as required in the plans and specifications.

Item No. 28: This item includes all costs associated with foundation preparation and protection in the stilling basin and apron excavation as required in the plans and specifications.

Item No. 29: This item includes all costs associated with providing a complete and fully functioning control tower as required in the plans and specifications and covers any other items related to the control tower not specifically included by other price breakout items including Mass Concrete, Facing Concrete Mix 2/2A, Structural Concrete Mix 3, Interior Structural Concrete Mix 4, fabrication and installation of hydraulic steel structures, or a complete and fully functioning service bridge.

Item No. 30: This item includes all costs associated with providing a complete and fully functioning service bridge as required in the plans and specifications and covers any other items related to the service bridge not specifically included by other price breakout items including Mass Concrete, Structural Concrete Mix 3, or a complete and fully functioning control tower.

Item No. 31: This item includes all costs associated with fabrication and installation of hydraulic steel structures as required in the plans and specifications.

Item No. 32: This item includes all costs associated with tunnel/portal permanent support as required in the plans and specifications including steel sets, permanent dowels, and tunnel liner contact grouting.

This item does not include costs associated with Mass Concrete, Facing Concrete Mix 2/2A, Structural Concrete Mix 3, Structural Concrete Mix 4, initial support, or rock slope reinforcement/rockfall protection.

Item No. 33: This item includes all costs associated with providing a complete and fully functioning stilling basin as required in the plans and specifications and covers any other items related to the stilling basin not specifically included by other price breakout items including Mass Concrete, Facing Concrete Mix 2/2A, Structural Concrete Mix 3, or fabrication and installation of hydraulic steel structures.

Item No. 34: This item includes all costs associated with providing a complete and fully functioning laboratory and laboratory facilities as required in the plans and specifications, including equipment and staffing. This item does not include costs covered for specific tests as those costs are covered as subsidiary task to other items.

Amendment 0001**********************************************************************

Item No. 35: Not used.

**********************************************************************Amendment 0001

Item No. 36: This item includes all costs associated with new outlet works approval, demonstration and acceptance to commission the new outlet works as required in the plans and specifications.

Amendment 0008**********************************************************************

Item No. 37.0: This item includes all costs associated with soil drilling for the control tower grout curtain boreholes as required in the plans and specifications.

P2# 145870 Page 9 CERTIFIED FINAL

Item No. 37.1: This item includes all costs associated with soil drilling for the dam grout curtain boreholes as required in the plans and specifications.

Item No. 38.0: This item includes all costs associated with rock drilling for the control tower grout curtain boreholes as required in the plans and specifications.

Item No. 38.1: This item includes all costs associated with rock drilling for the dam grout curtain boreholes as required in the plans and specifications.

**********************************************************************Amendment 0008

Item No. 39: This item includes all costs associated with rock and concrete coring for the dam grout curtain boreholes as required in the plans and specifications.

Item No. 40: This item includes all costs associated with Optical and Acoustical televiewer surveys as required for select boreholes in the plans and specifications.

Item No. 41: This item includes all costs associated with water pressure testing for foundation grouting as required in the plans and specifications.

Amendment 0008**********************************************************************

Item No. 42.0: This item includes all costs associated with reconnections and redrilling for downstage grouting as required for the control tower grouting in the plans and specifications.

Item No. 42.1: This item includes all costs associated with reconnections and redrilling for downstage grouting as required for the dam grouting in the plans and specifications.

Item No. 43.0: This item includes all costs associated with grouting placement for the control tower grout curtains as required in the plans and specifications.

Amendment 0004**********************************************************************

Item No. 43.1: This item includes all costs associated with grouting placement for the dam grout curtains as required in the plans and specifications.

Item No. 44.0: This item includes all costs associated with production and testing of Grout Mix A for the control tower grout curtains as required in the plans and specifications.

Item No. 44.1: This item includes all costs associated with production and testing of Grout Mix A for the dam grout curtains as required in the plans and specifications.

Item No. 45.0: This item includes all costs associated with production and testing of Grout Mix B for the control tower grout curtains as required in the plans and specifications.

Item No. 45.1: This item includes all costs associated with production and testing of Grout Mix B for the dam grout curtains as required in the plans and specifications.

Item No. 46.0: This item includes all costs associated with production and testing of Grout Mix C for the control tower grout curtains as required in the plans and specifications.

Item No. 46.1: This item includes all costs associated with production and testing of Grout Mix C for the dam grout curtains as required in the plans and specifications.

P2# 145870 Page 10 CERTIFIED FINAL

Item No. 47.0: This item includes all costs associated with production and testing of Grout Mix D for the control tower grout curtains as required in the plans and specifications.

Item No. 47.1: This item includes all costs associated with production and testing of Grout Mix D for the dam grout curtains as required in the plans and specifications.

Item No. 48.0: This item includes all costs associated with production and testing of Grout Mix E for the control tower grout curtains as required in the plans and specifications.

**********************************************************************Amendment 0004

Item No. 48.1: This item includes all costs associated with production and testing of Grout Mix E for the dam grout curtains as required in the plans and specifications.

**********************************************************************Amendment 0008

Item No. 49: This item includes all costs associated with the automated grouting control/data collection system for the dam and control tower grout curtains as required in the plans and specifications.

Item No. 50: This item includes all costs associated with all cutoff wall mobilization/demobilization costs for the project, including all costs and labor associated with mobilization/demobilization of all personnel, equipment, materials, facilities, construction and removal of all temporary features except for costs associated with MOBILIZATION/DEMOBILIZATION for the general project.

Item No. 51: This item includes all costs associated with work platform construction, maintenance, and removal as required in the plans and specifications.

Item No. 52: This item includes all costs associated with instrumentation relocations, modifications, installations and restoration as required in the plans and specifications.

Item No. 53: This item includes all costs associated with government directed standby time for cutoff wall construction.

Item No. 54: This item includes all costs associated with a complete cutoff wall including soil and rock excavation, necessary over excavation, and concrete placement as required in the plans and specifications.

Item No. 55: This item includes all costs associated with cutoff wall verification holes including concrete coring, CCTV, O/ATV, washing holes, for each borehole as required in the plans and specifications. Each of these operations are required for each borehole and the footage for each borehole for all of these methods must only be counted once for the completed borehole after all methods are completed.

Separate footage payment will not be made for each method in the borehole individually.

Item No. 56: This item includes all costs associated with cutoff wall falling head permeability tests as required in the plans and specifications.

Item No. 57: This item includes all costs associated with existing outlet works abandonment as required in the plans and specifications.

Item No. 58: This item includes all costs associated with demolition of the existing conduit at Critical Area A as required in the plans and specifications and per the contractor’s approved methods.

Item No. 59: This item includes all costs associated with installation of a complete cutoff wall at Critical Area A as required in the plans and specifications.

P2# 145870 Page 11 CERTIFIED FINAL

Item No. 60: This item includes all costs associated with dam restoration as required in the plans and specifications.

Item No.61: This item includes all costs associated with state road relocation as required in the plans and specifications.

Item No. 62: This item includes all costs associated with installation of a downstream draped filter drain and tailwater abandonment as required in the plans and specifications.

"General Decision Number: KY20250038 08/15/2025

Superseded General Decision Number: KY20240038

State: Kentucky

Construction Type: Highway

Counties: Anderson, Bath, Bourbon, Boyd, Boyle, Bracken, Breckinridge, Bullitt, Carroll, Carter, Clark, Elliott, Fayette, Fleming, Franklin, Gallatin, Grant, Grayson, Greenup, Hardin, Harrison, Henry, Jefferson, Jessamine, Larue, Lewis, Madison, Marion, Mason, Meade, Mercer, Montgomery, Nelson, Nicholas, Oldham, Owen, Robertson, Rowan, Scott, Shelby, Spencer, Trimble, Washington and Woodford Counties in Kentucky.

HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction;

bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction;

and other major bridges).

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 $17.75 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 2025. | |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: | $13.30 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 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

9/4/25, 12:00 PM SAM.gov https://sam.gov/wage-determination/KY20250038/8 1/13 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 1 03/07/2025 2 04/04/2025 3 05/16/2025 4 07/11/2025 5 07/18/2025 6 08/01/2025 7 08/08/2025 8 08/15/2025

BRIN0004-003 06/01/2024

BRECKENRIDGE COUNTY

Rates Fringes

BRICKLAYER.......................$ 33.70 16.57

BRKY0001-005 06/01/2024

BULLITT, CARROLL, GRAYSON, HARDIN, HENRY, JEFFERSON, LARUE,

MARION, MEADE, NELSON, OLDHAM, SHELBY, SPENCER, & TRIMBLE

COUNTIES:

Rates Fringes

BRICKLAYER.......................$ 35.00 17.13

BRKY0002-006 06/01/2024

BRACKEN, GALLATIN, GRANT, MASON & ROBERTSON COUNTIES:

Rates Fringes

BRICKLAYER.......................$ 35.00 17.13

BRKY0007-004 06/01/2024

BOYD, CARTER, ELLIOT, FLEMING, GREENUP, LEWIS & ROWAN COUNTIES:

Rates Fringes

BRICKLAYER.......................$ 41.05 21.79

BRKY0017-004 06/01/2024

ANDERSON, BATH, BOURBON, BOYLE, CLARK, FAYETTE, FRANKLIN,

HARRISON, JESSAMINE, MADISON, MERCER, MONTGOMERY, NICHOLAS,

OWEN, SCOTT, WASHINGTON & WOODFORD COUNTIES:

Rates Fringes

BRICKLAYER.......................$ 35.00 17.13

CARP0064-001 04/01/2025

9/4/25, 12:00 PM SAM.gov https://sam.gov/wage-determination/KY20250038/8 2/13

Rates Fringes

CARPENTER........................$ 33.89 24.06

Diver............................$ 51.21 24.06

PILEDRIVERMAN....................$ 34.39 24.06

ELEC0212-008 06/02/2025

BRACKEN, GALLATIN and GRANT COUNTIES

Rates Fringes

ELECTRICIAN......................$ 38.05 22.97

ELEC0212-014 11/27/2023

BRACKEN, GALLATIN & GRANT COUNTIES:

Rates Fringes

Sound & Communication Technician.......................$ 27.20 14.54

* ELEC0317-012 06/02/2025

BOYD, CARTER, ELLIOT & ROWAN COUNTIES:

Rates Fringes

ELECTRICIAN (Wiremen)............$ 41.15 29.35

ELEC0369-007 05/27/2025

ANDERSON, BATH, BOURBON, BOYLE, BRECKINRIDGE, BULLITT, CARROLL,

CLARK, FAYETTE, FRAONKLIN, GRAYSON, HARDIN, HARRISON, HENRY,

JEFFERSON, JESSAMINE, LARUE, MADISON, MARION, MEADE, MERCER,

MONTGOMERY, NELSON, NICHOLAS, OLDHAM, OWEN, ROBERTSON, SCOTT,

SHELBY, SPENCER, TRIMBLE, WASHINGTON, & WOODFORD COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 40.96 22.44

ELEC0575-002 05/29/2023

FLEMING, GREENUP, LEWIS & MASON COUNTIES:

Rates Fringes

ELECTRICIAN......................$ 37.00 22.26

ENGI0181-018 07/01/2025

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 41.55 19.60

GROUP 2.....................$ 38.69 19.60

GROUP 3.....................$ 39.14 19.60

GROUP 4.....................$ 38.37 19.60

OPERATING ENGINEER CLASSIFICATIONS

9/4/25, 12:00 PM SAM.gov https://sam.gov/wage-determination/KY20250038/8 3/13

GROUP 1 - A-Frame Winch Truck; Auto Patrol; Backfiller;

Batcher Plant; Bituminous Paver; Bituminous Transfer Machine; Boom Cat; Bulldozer; Mechanic; Cableway; Carry-All Scoop; Carry Deck Crane; Central Compressor Plant; Cherry Picker; Clamshell; Concrete Mixer (21 cu. ft. or Over);

Concrete Paver; Truck-Mounted Concrete Pump; Core Drill;

Crane; Crusher Plant; Derrick; Derrick Boat; Ditching & Trenching Machine; Dragline; Dredge Operator; Dredge Engineer; Elevating Grader & Loaders; Grade-All; Gurries;

Heavy Equipment Robotics Operator/Mechanic; High Lift;

Hoe-Type Machine; Hoist (Two or More Drums); Hoisting Engine (Two or More Drums); Horizontal Directional Drill Operator; Hydrocrane; Hyster; KeCal Loader; LeTourneau;

Locomotive; Mechanic; Mechanically Operated Laser Screed;

Mechanic Welder; Mucking Machine; Motor Scraper; Orangepeel Bucket; Overhead Crane; Piledriver; Power Blade; Pumpcrete;

Push Dozer; Rock Spreader, attached to equipment; Rotary Drill; Roller (Bituminous); Rough Terrain Crane; Scarifier;

Scoopmobile; Shovel; Side Boom; Subgrader; Tailboom;

Telescoping Type Forklift; Tow or Push Boat; Tower Crane (French, German & other types); Tractor Shovel; Truck Crane; Tunnel Mining Machines, including Moles, Shields or similar types of Tunnel Mining Equipment

GROUP 2 - Air Compressor (Over 900 cu. ft. per min.);

Bituminous Mixer; Boom Type Tamping Machine; Bull Float;

Concrete Mixer (Under 21 cu. ft.); Dredge Engineer;

Electric Vibrator; Compactor/Self-Propelled Compactor;

Elevator (One Drum or Buck Hoist); Elevator (When used to Hoist Building Material); Finish Machine; Firemen & Hoist (One Drum); Flexplane; Forklift (Regardless of Lift Height); Form Grader; Joint Sealing Machine; Outboard Motor Boat; Power Sweeper (Riding Type); Roller (Rock); Ross Carrier; Skid Mounted or Trailer Mounted Conrete Pump; Skid Steer Machine with all Attachments; Switchman or Brakeman;

Throttle Valve Person; Tractair & Road Widening Trencher;

Tractor (50 H.P. or Over); Truck Crane Oiler; Tugger;

Welding Machine; Well Points; & Whirley Oiler

GROUP 3 - All Off Road Material Handling Equipment, including Articulating Dump Trucks; Greaser on Grease Facilities servicing Heavy Equipment

GROUP 4 - Bituminous Distributor; Burlap & Curing Machine;

Cement Gun; Concrete Saw; Conveyor; Deckhand Oiler; Grout Pump; Hydraulic Post Driver; Hydro Seeder; Mud Jack; Oiler;

Paving Joint Machine; Power Form Handling Equipment; Pump;

Roller (Earth); Steerman; Tamping Machine; Tractor (Under 50 H.P.); & Vibrator

CRANES - with booms 150 ft. & Over (Including JIB), and where the length of the boom in combination with the length of the piling leads equals or exceeds 150 ft. - $1.00 over 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.

IRON0044-009 06/01/2025

BRACKEN, GALLATIN, GRANT, HARRISON, ROBERTSON,

BOURBON (Northern third, including Townships of Jackson, Millersburg, Ruddel Mills & Shawhan);

9/4/25, 12:00 PM SAM.gov https://sam.gov/wage-determination/KY20250038/8 4/13

CARROLL (Eastern third, including the Township of Ghent);

FLEMING (Western part, excluding Townships of Beechburg, Colfax, Elizaville, Flemingsburg, Flemingsburg Junction, Foxport, Grange City, Hillsboro, Hilltop, Mount Carmel, Muses Mills, Nepton, Pecksridge, Plummers Landing, Plummers Mill, Poplar Plains, Ringos Mills, Tilton & Wallingford);

MASON (Western two-thirds, including Townships of Dover, Lewisburg, Mays Lick, Maysville, Minerva, Moranburg, Murphysville, Ripley, Sardis, Shannon, South Ripley & Washington);

NICHOLAS (Townships of Barefoot, Barterville, Carlisle, Ellisville, Headquarters, Henryville, Morningglory, Myers & Oakland Mills);

OWEN (Townships of Beechwood, Bromley, Fairbanks, Holbrook, Jonesville, Long Ridge, Lusby's Mill, New, New Columbus, New Liberty, Owenton, Poplar Grove, Rockdale, Sanders, Teresita & Wheatley);

SCOTT (Northern two-thirds, including Townships of Biddle, Davis, Delaplain, Elmville, Longlick, Muddy Ford, Oxford, Rogers Gap, Sadieville, Skinnersburg & Stonewall)

Rates Fringes

IRONWORKER

Fence Erector...............$ 35.88 23.90 Structural..................$ 37.77 23.90

IRON0070-006 06/01/2025

ANDERSON, BOYLE, BRECKINRIDGE, BULLITT, FAYETTE, FRANKLIN,

GRAYSON, HARDIN, HENRY, JEFFERSON, JESSAMINE, LARUE, MADISON,

MARION, MEADE, MERCER, NELSON, OLDHAM, SHELBY, SPENCER,

TRIMBLE, WASHINGTON & WOODFORD

BOURBON (Southern two-thirds, including Townships of Austerlity, Centerville, Clintonville, Elizabeth, Hutchison, Littlerock, North Middletown & Paris);

CARROLL (Western two-thirds, including Townships of Carrollton, Easterday, English, Locust, Louis, Prestonville & Worthville);

CLARK (Western two-thirds, including Townships of Becknerville, Flanagan, Ford, Pine Grove, Winchester & Wyandotte);

OWEN (Eastern eighth, including Townships of Glenmary, Gratz, Monterey, Perry Park & Tacketts Mill);

SCOTT (Southern third, including Townships of Georgetown, Great Crossing, Newtown, Stampling Ground & Woodlake);

Rates Fringes

IRONWORKER.......................$ 36.17 25.80

IRON0769-007 06/01/2025

BATH, BOYD, CARTER, ELLIOTT, GREENUP, LEWIS, MONTGOMERY & ROWAN

CLARK (Eastern third, including townships of Bloomingdale, Hunt, Indian Fields, Kiddville, Loglick, Rightangele & Thomson);

FLEMING (Townships of Beechburg, Colfax, Elizaville, Flemingsburg, Flemingsburg Junction, Foxport, Grange City, Hillsboro, Hilltop, Mount Carmel, Muses Mills, Nepton, Pecksridge, Plummers Landing, Plummers Mill, Poplar Plains, Ringos Mills, Tilton & Wallingford);

MASON (Eastern third, including Townships of Helena, Marshall, Orangeburg, Plumville & Springdale);

NICHOLAS (Eastern eighth, including the Township of Moorefield Sprout)

9/4/25, 12:00 PM SAM.gov https://sam.gov/wage-determination/KY20250038/8 5/13

IRONWORKER

ZONE 1......................$ 39.70 29.59

ZONE 2......................$ 40.10 29.59

ZONE 3......................$ 41.70 29.59

ZONE 1 - (no base rate increase) Up to 10 mile radius of Union Hall, 1643 Greenup Ave, Ashland, KY.

ZONE 2 - (add $0.40 per hour to base rate) 10 to 50 mile radius of Union Hall, 1643 Greenup Ave, Ashland, KY.

ZONE 3 - (add $2.00 per hour to base rate) 50 mile radius & over of Union Hall, 1643 Greenup Ave, Ashland, KY.

LABO0189-003 07/01/2025

BATH, BOURBON, BOYD, BOYLE, BRACKEN, CARTER, CLARK, ELLIOTT,

FAYETTE, FLEMING, FRANKLIN, GALLATIN, GRANT, GREENUP, HARRISON,

JESSAMINE, LEWIS, MADISON, MASON, MERCER, MONTGOMERY, NICHOLAS,

OWEN, ROBERTSON, ROWAN, SCOTT, & WOOLFORD COUNTIES

Rates Fringes

Laborers:

GROUP 1.....................$ 26.87 19.66

GROUP 2.....................$ 27.12 19.66

GROUP 3.....................$ 27.17 19.66

GROUP 4.....................$ 27.77 19.66

LABORERS CLASSIFICATIONS

GROUP 1 - Aging & Curing of Concrete; Asbestos Abatement Worker; Asphalt Plant; Asphalt; Batch Truck Dump; Carpenter Tender; Cement Mason Tender; Cleaning of Machines;

Concrete; Demolition; Dredging; Environmental - Nuclear, Radiation, Toxic & Hazardous Waste - Level D; Flagperson;

Grade Checker; Hand Digging & Hand Back Filling; Highway Marker Placer; Landscaping, Mesh Handler & Placer; Puddler;

Railroad; Rip-rap & Grouter; Right-of-Way; Sign, Guard Rail & Fence Installer; Signal Person; Sound Barrier Installer;

Storm & Sanitary Sewer; Swamper; Truck Spotter & Dumper;

Wrecking of Concrete Forms; General Cleanup

GROUP 2 - Batter Board Man (Sanitary & Storm Sewer);

Brickmason Tender; Mortar Mixer Operator; Scaffold…

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