799-10887-1284 Addendum 1.pdf

Addendum Number: 1

Date of Issuance: October 22, 2026

Project: WATER TANK RECOATING AND REPAIRS

GREENSVILLE CORRECTIONAL CENTER

Project Code: 799-10887-1284

Owner: Virginia Department of Corrections

The following items represent changes, modifications and/or clarifications to the Contract

Documents for this project. This Addendum shall become a part of the Contract Documents, and all bidders shall include its provisions in their proposals. Receipt of this Addendum shall be acknowledged on the Bid Form where designated.

This Addendum consists of the following:

2- Typed Addendum Pages

3- Photo Pages

7- DOLI Wage Determination Pages

2- Sketch Pages

1- Prebid Attendees List Page

Pre-Bid Meeting:

Refer to the attached Attendees List for the mandatory pre-bid meeting held on 10/21/2026 via teleconference.

Questions:

Question 1: Who will be the inspection firm?

Response: The inspection services will be provided by Quinn Consulting Services.

Question 2: What are the dimensions of the tank (diameter and height)?

Response: The diameter of the tank is 73’. The height of the tank is 17’.

Question 3: Can you please provide more details with regards to the 10" drain Valve replacement

(I.E type and style of the drain valve)?

Response: The 10” drain valve shall be AWWA C-509 Resilient Seat Gate Valve with hand wheel operator.

Question 4: The drawings call for shrouding of the tank during rehabilitation. With the exterior of the tank only receiving a pressure wash, do you feel as if the tank needs to be shrouded?

Response: No. There is no need for shrouding in the case of exterior power washing.

10/22/2026

Changes to the Project Manual:

Add the following to specifications:

SECTION 221114 TANK DISINFECTION

A. The tank shall be satisfactorily disinfected in accordance with AWWA C652, Chlorination Method Numbers 2 or 3. The chlorination shall conform to the Virginia

Department of Health (VDH) "Waterworks Regulations" prior to being placed in operation. The disinfection of the tank shall be repeated until it is determined, by bacteriological testing, that the water is free of bacteria. Only potable water shall be used for initial cleaning of the storage tank.

B. Testing of the water following disinfection:

1. All chlorine residual determinations shall be made using only those methods approved by the Virginia Department of Health (VDH).

2. Two water samples for bacteriological analysis shall be collected at least 24 hours apart and analyzed by a VDH certified laboratory. The results of these samples must indicate no contamination before the tanks can be placed into service. If contamination is detected, the disinfection procedure shall be repeated.

3. Once the bacteriological testing is successfully completed, the tank shall be placed in service.

APPENDIX A - Virginia Department of Labor and Industry Wage Determination Decisions

1. Heavy Construction Wage Determinations

2. Additional Wage Classification Response - Painter

3. Additional Wage Classification Response - Sandblaster

Changes to the Sketches:

1. Add titles to both sketches (Sketch No. 1, Sketch No. 2)

2. Remove reference to shrouds in Coating Note #3 on Sketch No. 2.

3. Add tank dimensions (73’Ø, 17.00’ height) on Sketch No. 2.

4. Add callout for interior fillet joint sealant on Ceiling Plan on Sketch No. 2.

APPENDIX A

VIRGINIA DEPARTMENT OF LABOR AND INDUSTRY

WAGE DETERMINATION DECISIONS

COMMONWEALTH of VIRGINIA

DEPARTMENT OF LABOR AND INDUSTRY

Virginia Department of Labor and Industry Wage Determination Decision

Project Name Greensville Water Storage Tank Repair

State Project Code 799-10887-1284

DOLI Project Number VADOC-26-0027

County or Independent City Greensville

Publication Date 9/30/2026

Construction Type Heavy

Wage Determinations Wage Fringe Carpenter $12.77 $0.58 Cement Mason/Concrete Finisher $12.77 $1.02 Electrician $18.21 $3.11 Laborer: Common or General $12.77 Laborer: Flagger $12.77 Laborer: Pipelayer $13.11 $2.50 Operator: Crane 90 Tons and Over $40.99 $18.05 Operator: Crane Under 90 Tons $39.99 $18.05 Power Equipment Operator: Backhoe $12.85 $1.22 Power Equipment Operator: Bulldozer $18.00 Power Equipment Operator: Excavator $12.77 $1.97 Power Equipment Operator: Loader $12.77 $1.13 Truck Driver: Dump Truck $12.77 $0.53 Truck Driver: Off the Road Truck $16.50

James S. Frederick

COMMISSIONER

Brookfield Place 6606 West Broad Street, Suite 500

Richmond, Virginia 23230

PHONE (804) 371-2327

FAX (804) 371-6524

ADDITIONAL NOTES

All rates are determined by DOLI and any appeals of specific classifications may be made through the Wage Determination Appeal form available at https://www.doli.virginia.gov/wp-content/uploads/2022/05/Appeal-for-Clarification-of-Wage-Determination.pdf

Any additional classifications may be requested through the Additional Wage Classification form available at https://www.doli.virginia.gov/wp-content/uploads/2022/10/Request-for-Additional-Wage-Classification-10-2022.pdf

Understand your duties as a contractor under Virginia law by referencing our Contractor Responsibilities information sheet available at https://doli.virginia.gov/prevailing-wage-law/#CR

Your employees have specific rights, which can be found on our List of Employee Rights information sheet available at https://doli.virginia.gov/prevailing-wage-law/#ERB

Any further questions should be directed to PrevailingWage@doli.virginia.gov https://www.doli.virginia.gov/wp-content/uploads/2022/05/Appeal-for-Clarification-of-Wage-Determination.pdf https://www.doli.virginia.gov/wp-content/uploads/2022/05/Appeal-for-Clarification-of-Wage-Determination.pdf https://www.doli.virginia.gov/wp-content/uploads/2022/10/Request-for-Additional-Wage-Classification-10-2022.pdf https://www.doli.virginia.gov/wp-content/uploads/2022/10/Request-for-Additional-Wage-Classification-10-2022.pdf https://doli.virginia.gov/prevailing-wage-law/#CR https://doli.virginia.gov/prevailing-wage-law/#ERB mailto:PrevailingWage@doli.virginia.gov

Additional Wage Classification Response

The Virginia Department of Labor and Industry has reviewed your request for an additional labor classification and all attached materials. After reviewing all relevant material DOLI has ACCEPTED your request, with changes.

DOLI Project Number VADOC-26-0027

Location (City and County) Greensville County

Construction Type Heavy

Contracting Agency Virginia Department of Corrections

Date 10/6/2026

Wage Determinations Wage Fringe

Painter: Brush, Roller and Spray $29.16 $11.86

Brookfield Place 6606 West Broad Street, Suite 500

Richmond, Virginia 23230

PHONE (804) 371-2327

FAX (804) 371-6524

Decision Basis:

April Helbert submitted a request for a conformance due to the lack of an Industrial Painter:

Brush, Roller and Spray in Greensville County with a suggested rate of $30.00 wage and no fringes.

Based on the agency review, the Virginia Department of Labor & Industry has agreed to add the “Painter: Brush, Roller and Spray” labor classification to this project, matching the naming conventions elsewhere in the Commonwealth of Virginia. The wage rate the Department has adopted above ($29.16 wage, $11.86 fringe) is consistent with the prevailing wage rates for Painter: Brush, Roller and Spray in similar and nearby localities.

If you wish to appeal this decision, please send a formal notice of your appeal to PrevailingWage@doli.virginia.gov. Upon receiving your appeal DOLI will contact you to set up a hearing on this decision.

Decision Made By:

Kelsey Baird - Prevailing Wage Analyst

Office: (804) 786-0423 PrevailingWage@doli.virginia.gov Virginia Department of Labor & Industry 6606 W. Broad St., Suite 500 Richmond, Virginia 23230

Additional Wage Classification Response

The Virginia Department of Labor and Industry has reviewed your request for an additional labor classification and all attached materials. After reviewing all relevant material DOLI has DENIED your request.

DOLI Project Number VADOC-26-0027

Location (City and County) Greensville County

Construction Type Heavy

Contracting Agency Virginia Department of Corrections

Date 10/6/2026

Wage Determinations Wage Fringe

Sandblaster

Brookfield Place 6606 West Broad Street, Suite 500

Richmond, Virginia 23230

PHONE (804) 371-2327

FAX (804) 371-6524

Decision Basis:

April Helbert submitted a request for a conformance due to the lack of a Sandblaster in Greensville County with a suggested rate of $30.00 wage and no fringes.

The contractor listed the Job Description as “Sandblast water storage tank and prepares for painting/coating. Will work at heights with fall protection required”, and the Duties as “Sandblasts water storage tank and prepares for painting/coating”.

The preparation of surfaces for painting is commonly performed by the relevant Painter classification. New classifications cannot be proposed by combining job duties from two or more existing classifications on the wage determination, nor propose a new classification that performs only partial duties of an existing classification.

Based on the agency review, the Virginia Department of Labor & Industry has denied the addition of the job classification of “Sandblaster” to this project.

If you wish to appeal this decision, please send a formal notice of your appeal to PrevailingWage@doli.virginia.gov. Upon receiving your appeal DOLI will contact you to set up a hearing on this decision.

Decision Made By:

Kelsey Baird - Prevailing Wage Analyst

Office: (804) 786-0423 PrevailingWage@doli.virginia.gov Virginia Department of Labor & Industry 6606 W. Broad St., Suite 500 Richmond, Virginia 23230

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WORK NOTES

1. THE WORK ON THE EXISTING 0.45 MG GROUND WATER

STORAGE TANK AT GREENSVILLE INCLUDES

RECOATING OF THE INTERIOR SURFACE AND

CLEANING OF THE EXTERIOR SURFACE. INCIDENTAL

REPAIRS OF THE TANK INCLUDE REPLACEMENT OF

THE EXISTING EXTERIOR LEVEL GAUGE WITH A HALF

TRAVEL LEVEL INDICATOR, REPLACING THE EXISTING

10" DRAIN VALVE, PROVIDE CAULK SEAL BETWEEN

CHIME AND TANK FOUNDATION, AND GRADING A NEW

DRAINAGE SWALE AROUND SOUTHERN PORTION OF

TANK PERIMETER.

2. TEMPORARY WATER STORAGE AND PUMPING

SYSTEMS ARE NOT REQUIRED WHILE THE GROUND

STORAGE WATER TANK IS OUT OF SERVICE.

3. VDOC TESTED THE INTERIOR COATING FOR LEAD, AND

RESULTS SHOW THE EXISTING COATING TO BE BELOW

HAZARDOUS CONCENTRATION LEVELS FOR

ENVIRONMENTAL AND WORKER SAFETY.

1"=30' 0' 30' 60' 90'

GROUND STORAGE TANK SITE/UTILITY PLAN

SCALE: 1"=30'

GRASS SWALE

SCALE: NONE

VA

R

IE

S

1. THE LOCATION OF EXISTING UTILITIES, ACROSS OR

ALONG THE LINE OF THE PROPOSED WORK, IS NOT

NECESSARILY AS SHOWN ON THE PLANS AND WHERE

SHOWN IS ONLY APPROXIMATELY CORRECT. THE

CONTRACTOR SHALL, ON HIS OWN INITIATIVE AND AT

NO EXTRA COST TO THE OWNER, LOCATE ALL

UNDERGROUND LINES AND STRUCTURES, AS

NECESSARY. THIS INCLUDES BOTH PUBLIC AND

PRIVATE UTILITIES. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE TO EXISTING

UTILITIES. IF EXISTING LINES NEED TO BE RELOCATED

OR TEMPORARILY SUPPORTED, THE CONTRACTOR

SHALL COORDINATE WITH THE LOCAL UTILITY.

2. ALL STRIPPED TOPSOIL AND EXCAVATED MATERIAL

FROM SWALE CONSTRUCTION SHALL BE USED AS FILL

MATERIAL TO BE PLACED ADJACENT TO CONCRETE

FOUNDATION.

3. FILL MATERIAL SHALL BE PLACED IN 6" LOOSE LIFTS

AND COMPACTED TO 95% OF THE STANDARD

PROCTOR MAXIMUM DRY DENSITY. MAINTAIN A

MOISTURE CONTENT NO LESS THAN 98% OF OPTIMUM.

4. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE,

FREE OF IRREGULAR SURFACE CHANGES.

5. SWALE SHALL TERMINATE AT EXISTING CONCRETE

DRAIN BOX. SWALE CENTERLINE ELEVATION SHALL

MATCH GRADE OF EXISTING DRAIN BOX TOP.

6. PROVIDE A SMOOTH TRANSITION BETWEEN

ADJACENT EXISTING GRADES AND NEW GRADES.

1" = 30'

0 30' 60' 90'

INSTALL GRASS SWALE. SEE

DETAIL BELOW. CENTERLINE

OFFSET 5' FROM FACE OF

TANK FOUNDATION.

LENGTH = 60'

SLOPE = 1.00%

SIDE SLOPES = 3:1

EXISTING 10"

GATE VALVES.

SEE PHASING

NOTE 1

SEE GRADING

NOTE 5 BELOW

6"

2' MIN.

CONSTRUCTION PHASING NOTES

1. SHUT OFF EXISTING 10" GATE VALVES AS NOTED ON

THE PLANS.

2. DRAIN WATER FROM GROUND STORAGE TANK IN

ENTIRETY.

3. REPLACE EXISTING 10" GROUND STORAGE TANK DRAIN

VALVE.

4. CLEAN (POWER WASH) EXTERIOR OF GROUND

STORAGE TANK.

5. INSTALL CAULKING BETWEEN CHIME AND TANK

FOUNDATION IN GAPS OF 14" OR GREATER.

6. DISMANTLE EXISTING EXTERIOR LEVEL GAUGE.

7. REMOVE EXISTING INTERIOR COATING FROM GROUND

STORAGE TANK.

8. PERFORM COATING OPERATIONS IN ACCORDANCE

WITH SPECIFICATIONS.

9. PERFORM TESTING OPERATIONS IN ACCORDANCE

WITH THE SPECIFICATION.

10. INSTALL HALF TRAVEL LEVEL INDICATOR.

11. PLACE FILL MATERIAL ALONG SOUTHERN END OF

GROUND STORAGE TANK FOUNDATION TO AN

ELEVATION THAT EXPOSES ONLY 6" OF CONCRETE

FACE.

12. INSTALL SHALLOW GRASS SWALE WITH FIXED

LONGITUDINAL SLOPE. STABILIZE DISTURBED AREA

WITH PERMANENT SEEDING ONCE FINAL GRADE IS

ACHIEVED.

2%

5'

CL

GRADING NOTES

SKETCH NO. 1

1/16"=1'-0" 16' 24'8'0' 32' 40' 48'

1. THE TANK INTERIOR SHALL BE RECOATED

INCLUDING ALL SURFACES OF THE TANK, PIPING,

AND MISCELLANEOUS APPURTENANCES.

2. THE COATING WORK SHALL BE PERFORMED

OUTSIDE OF THE WINTER MONTHS.

3. INTERIOR COATING REMOVAL OPERATIONS SHALL

INCLUDE A DUST COLLECTION SYSTEM CAPABLE

OF REMOVING FINE MICRON AIRBORNE DUST

PARTICLES.

4. THE CONTRACTOR SHALL COORDINATE ALL

ACTIVITIES WITH THE DEPARTMENT'S NACE

CERTIFIED INSPECTION COMPANY, QUINN

CONSULTING SERVICES, INCLUDING SURFACE

PREPARATION AND COATING APPLICATION. THE

CONTRACTOR SHALL HOLIDAY TEST 100% OF THE

APPLIED COATING SYSTEM IN THE PRESENCE OF

THE INSPECTOR INCLUDING INTERIOR WALL

SURFACES, FLOOR SURFACES, CEILING

SURFACES, STRUCTURAL MEMBER SURFACES,

AND ROOF SURFACES.

5. THE COATING MATERIALS AND APPLICATION MUST

MEET ALL THE REQUIREMENTS OF THE NSF

(NATIONAL SANITATION FEDERATION) AND AWWA

(AMERICAN WATER WORKS ASSOCIATION) FOR

POTABLE DRINKING WATER SYSTEMS.

GROUND STORAGE TANK ROOF PLAN

SCALE: 1/16"=1'-0"

GROUND STORAGE TANK CEILING PLAN

SCALE: 1/16"=1'-0"

GROUND STORAGE TANK ELEVATION

SCALE: 1/16"=1'-0"

COATING NOTES

1/16"=1'-0"

0 8' 16' 24' 32' 40' 48'

REMOVE EXISTING

LIQUID LEVEL INDICATOR

INSTALL HALF

TRAVEL LEVEL

INDICATOR

REMOVE EXISTING

DRAIN VALVE. REUSE

PIPE BELL FLANGE.

INSTALL AWWA C-509 GATE

VALVE (RESILIENT SEAT W/

HAND WHEEL OPERATOR).

RECONNECT PIPE BELL

FLANGE.

PROPOSED

SWALE

PROPOSED

GRADE

INSTALL JOINT SEALANT BETWEEN

CHIME AND FOUNDATION FOR ANY

GAPS OF 14" OR GREATER

1. JOINT SEALANT SHALL BE SIKA "SIKAFLEX"

ALL-PURPOSE, NON-SAG CONSTRUCTION

SEALANT OR AN APPROVED EQUAL.

2. REMOVE ALL FOREIGN MATERIAL FROM JOINT

SUBSTRATES THAT COULD INTERFERE WITH

ADHESION OF JOINT SEALANT, INCLUDING DUST,

PAINTS, OLD JOINT SEALANTS, OIL, GREASE,

WATERPROOFING, WATER REPELLENTS, WATER,

SURFACE DIRT, AND FROST.

3. CLEAN POROUS JOINT SUBSTRATE SURFACES BY

BRUSHING, GRINDING, MECHANICAL ABRADING,

OR A COMBINATION OF THESE METHODS TO

PRODUCE A CLEAN, SOUND SUBSTRATE CAPABLE

OF DEVELOPING OPTIMUM BOND WITH JOINT

SEALANTS. REMOVE LOOSE PARTICLES

REMAINING AFTER CLEANING OPERATIONS ABOVE

BY VACUUMING OR BLOWING OUT JOINTS WITH

OIL-FREE COMPRESSED AIR.

4. APPLICATION, TOOLING AND CLEANING SHALL

COMPLY WITH THE JOINT-SEALANT

MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

5. PROTECT JOINT SEALANTS DURING AND AFTER

CURING PERIOD FROM CONTACT WITH

CONTAMINATING SUBSTANCES AND FROM

DAMAGE RESULTING FROM CONSTRUCTION

OPERATIONS OR OTHER CAUSES SO SEALANTS

ARE WITHOUT DETERIORATION OR DAMAGE AT

TIME OF PROJECT COMPLETION.

JOINT SEALANT NOTES

POWER WASH ALL EXTERIOR

SURFACES OF TANK

POWER WASH ALL EXTERIOR

SURFACES OF TANK

ALL INTERIOR FILLET

JOINTS SHALL BE SEALED

WITH JOINT SEALANT. SEE

JOINT SEALANT NOTES

BELOW

SKETCH NO. 2

2026-0848 Greensville CC - GST Recoating and Repairs

Pre-bid Attendees List

10/21/2026

Project Code: 799-10887-1284

No. Contact Company Address Phone Email

1 Martha Green Atrium Construction, LLC 17332 Round Hill Road

King George, VA 22485

(540) 295-0004 atriumconstruction.17@gmail.com

2 Mike Kollas Axios Industries Corp. 14658 Gap Way, Unit 259

Haymarket, VA 20168

(571) 648-3568 mikek@axiosindustries.biz

3 Dan Armstrong Sherwin Williams 4103 W. Clay Street

Richmond, VA 23230

(804) 839-6521 daniel.p.armstrong@sherwin.com

4 Eric Adley Worldwide Industries Corp. 470 Mitchell Hill Road

Butler, PA 16002

(724) 283-9845 eadley@worldwidepainters.com

5 Kathleen Anderson D & M Painting Corporation 1500 Amity Ridge Road

Washington, PA 15301

(724) 229-0440 kathleen@dmpaintingcorp.com

6 Greg Wolf ECRS 8221 Main Street

Laurel, MD 20724

(919) 526-6006 greg@anchorscaffolding.com

7 Tommy Evans Pittsburgh Paints Co. 686 J. Clyde Morris BLVD

Newport News, VA 23601

(757) 7705914 t.evans@pittsburghpaints.com

8 Nick Osmann im solutions 317 Tisinger Road

Mount Jackson, VA 22842

(540) 984-8162 nosmann@imsbelzona.com

9 Christos Kollas Suburban Contractors. LLC 10564 Redoubt Road

Manassas, VA 20110

(703) 739-5600 christos.k@suburban-contractors.com

10 Bowen Hyatt Coatings & Painting, LLC 501 Westover Avenue

Hopewell, VA 23860

(804) 347-3667 bhyatt@isiqsi.com

11 Aimee VanderMey Viking Industrial Painting 10905 Harrison Street

La Vista, NE 68128

(763) 213-6120 aimee@viptanks.com