Addendum 1.pdf
PDF 2 MB Posted
- Solicitation number
- CRFQ 0603 ADJ2700000011 3
- Issued by
- Kanawha County, West Virginia
About this file
This Addendum No. 1 is issued by the State of West Virginia Department of Administration Purchasing Division for construction renovations to the Access Control Point (ACP) at Camp Dawson Army Training Site in Kingwood, West Virginia. The solicitation seeks labor, materials, and all associated costs to complete comprehensive renovations to the ACP facility, including replacement of in-ground traffic spikes, arm gates, bollards, concrete speed bumps, site grading and drainage improvements, electrical upgrades, and lighting system replacements. The mandatory pre-bid meeting is scheduled for August 18, 2026, at 10:30 AM EST, with vendor technical questions due by August 24, 2026, at 11:00 AM EST. The bid opening date and time remains August 27, 2026, at 1:30 PM EST. The primary purpose of this addendum is to provide construction drawings as separate attachments for vendor convenience, with no other changes to the original solicitation specifications or timeline.
The solicitation uses Centralized Request for Quote (CRFQ) procedures under procurement folder 2039626 with solicitation number CRFQ ADJ2700000011, version 2. Vendors must submit bids to the Department of Administration Purchasing Division at 2019 Washington Street East, Charleston, West Virginia 25305. The bid should include pricing on the Exhibit "A" Bid Form for the Access Control Point renovation project. Construction documents and specifications are provided, including civil site plans, site details, electrical demolition plans, and site power and lighting plans prepared by ZMM, LLC architects and engineers. All vendors are required to acknowledge receipt of addenda by completing and submitting the Addendum Acknowledgment Form with their bid; failure to acknowledge may result in bid disqualification. Inquiries regarding the solicitation should be directed to David H. Pauline, the buyer, at 304-558-0067 or david.h.pauline@wv.gov.
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Text version
Date Printed: Aug 12, 2026 Page: 1 FORM ID: WV-PRC-CRFQ-002 2020/05
Department of Administration Purchasing Division 2019 Washington Street East Post Office Box 50130 Charleston, WV 25305-0130
State of West Virginia Centralized Request for Quote
Construction
Proc Folder: 2039626 Reason for Modification:
Doc Description: Constructio Camp Dawson Access Control Point (ACP) Renovatio Addendum No. 1
Proc Type: Central Purchase Order
Date Issued Solicitation Closes Solicitation No Version
2026-08-12 2026-08-27 13:30 CRFQ 0603 ADJ2700000011 2
BID RECEIVING LOCATION
BID CLERK
DEPARTMENT OF ADMINISTRATION
PURCHASING DIVISION
2019 WASHINGTON ST E
CHARLESTON WV 25305
US
VENDOR
Vendor Customer Code:
Vendor Name :
Address :
Street :
City :
State : Country : Zip :
Principal Contact :
Vendor Contact Phone: Extension:
FOR INFORMATION CONTACT THE BUYER
David H Pauline 304-558-0067 david.h.pauline@wv.gov
Vendor Signature X FEIN# DATE
All offers subject to all terms and conditions contained in this solicitation
Date Printed: Aug 12, 2026 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05
ADDITIONAL INFORMATION
Addendum No. 1
To provide the drawings in a separate attachment for the Vendors convenience, see attached.
Bid Opening Date & Time remains August 27, 2026, at 1:30 pm EST.
No other changes.
INVOICE TO SHIP TO
ADJUTANT GENERALS
OFFICE
CAMP DAWSON ARMY
TRAINING SITE
1707 COONSKIN DR 240 ARMY RD
CHARLESTON WV KINGWOOD WV
US US
Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 Access Control Point (ACP) Renovations
(Construction)
Comm Code Manufacturer Specification Model #
72000000
Extended Description:
See Exhibit "A" Bid Form to input pricing
To provide Labor, materials and all associated costs to complete renovations to the Access Control Point (ACP) at Camp Dawson per the attached specifications.
SCHEDULE OF EVENTS
Line Event Event Date 1 Mandatory Pre-bid Meeting At 10:30 am EST 2026-08-18 2 Vendor Technical Questions Are Due By 11:00 am EST. 2026-08-24
SOLICITATION NUMBER: CRFQ ADJ2700000011
Addendum Number: 1
The purpose of this addendum is to modify the solicitation identified as (“ADJ2700000011”) to reflect the change(s) identified and described below.
Applicable Addendum Category:
☐ Modify bid opening date and time.
☐ Modify specifications of product or service being sought.
☐ Attachment of vendor questions and responses.
☐ Attachment of pre-bid sign-in sheet.
☐ Correction of error.
☒ Other.
Description of Modification to Solicitation:
To provide the drawings in a separate attachment for the Vendors convenience, see attached.
The Bid Opening Date & Time remains 08/27/2026, at 1:30 PM EST.
No other changes.
Additional Documentation: Documentation related to this Addendum (if any) has been included herewith as Attachment A and is specifically incorporated herein by reference.
Terms and Conditions:
1. All provisions of the Solicitation and other addenda not modified herein shall remain in full force and effect.
2. Vendor should acknowledge receipt of all addenda issued for this Solicitation by completing an Addendum Acknowledgment, a copy of which is included herewith. Failure to acknowledge addenda may result in bid disqualification. The addendum acknowledgement should be submitted with the bid to expedite document processing.
c by ZMM, INC.
S I T E L O C A T I O N M A P
A R C H I T E C T A N D E N G I N E E R
O W N E R
B U I L D I N G I N F O R M A T I O ND R A W I N G I N D E X
U S E A N D O C C U P A N C Y C L A S S I F I C A T I O N
C O N S T R U C T I O N C L A S S I F I C A T I O N
B U I L D I N G A R E A
SHEET NO. SHEET NAME SHEET NO. SHEET NAMESHEET NO. SHEET NAMESHEET NO. SHEET NAME
PROFESSIONAL SEALS
222 Lee Street, West Charleston, West Virginia 25302
Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
ARCHITECTS
ENGINEERS
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CAMP DAWSON - ACCESS CONTROL POINT
Kingwood, West Virginia West Virginia Army National Guard
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C200 SITE PLAN
C220 SITE DETAILS
ELECTRICAL
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E141D SITE DEMOLITION PLAN
Kingwood, West Virginia
PROJECT SITE
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KEY NOTES
1 REPLACE IN-GROUND TRAFFIC SPIKES, 12'-0" WIDTH - SEE DETAIL 1 SHT. C220
3 REPLACE ARM GATE, 10'-0" LENGTH - SEE SPECIFICATIONS
8" BOLLARD IN CONCRETE STRIP - SEE DETAIL 2 SHT. C220
4 CONCRETE SPEED BUMPS, COORDINATE LOCATION WITH OWNER - SEE DETAIL 3 SHT. C220
5 LOCATE FIRST BOLLARD AS CLOSE TO EXISTING BOLLARD AS FOUNDATION WILL ALLOW,
5'-0" C-C PREFERRED.
6 COORDINATE LOCATION OF OUTER BOLLARD WITH OWNER AND EXISTING SLOPE.
BOLLARD MAY NOT BE NEEDED BASED ON SLOPE OF EXISTING GROUND IN THAT AREA.
7 REMOVE EXISTING CONCRETE PLANTERS AND REPLACE WITH 6" BOLLARD IN CONCRETE
STRIP. BACKFILL VOID FROM PLANTER BASE AS NEEDED WITH CLASS 1 STONE.
COORDINATE LOCATION AND SPACING OF BOLLARDS WITH OWNER. SEE DETAIL 2 SHT.
C220.
GRADING AND DRAINAGE NOTES
1. GRADE SLOPES BETWEEN SPOT ELEVATIONS PROVIDING A CONTINUOUS SMOOTH SURFACE
WITHOUT SHARP TRANSITIONS. AVOID ABRUPT CHANGES IN GRADE. ROUND SURFACES
PROVIDING SMOOTH TRANSITIONS.
2. BRANCH CONNECTIONS SHALL BE MADE FROM "WYE" FITTINGS.
3. MAXIMUM BENDS FOR STORM LINES SHALL BE 45°
4. PVC STORM PIPES SHALL BE SDR 35 PVC.
5. PIPE SLOPE SHALL BE 1% MINIMUM.
6. NOTIFY ARCHITECT/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED WITH EXISTING UTILITIES.
7. CONNECT NEW PIPES TO EXISTING STRUCTURES PER SPECIFICATIONS.
8. PROVIDE EROSION CONTROL FIBER MESH FOR DISTURBED AND SEEDED LAWN AREAS.
9. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL AND APPLY PERMANENT SEEDING
TO ALL DISTURBED UNPAVED AND UNMULCHED AREAS. SEE SPECIFICATIONS.
GENERAL NOTES
1. FEATURES SHOWN HAVE BEEN DRAWN FROM RECORD DRAWINGS AND BING MAPPING (C) 2026
MICROSOFT CORPORATION. NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE DRAWINGS FURTHER DO NOT WARRANT THAT THE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED. PRIOR TO ANY
EXCAVATION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PHYSICALLY LOCATE THE
UNDERGROUND UTILITIES.
2. CONTRACTOR IS RESPONSIBLE FOR LOCATION AND COORDINATION WITH BELOW AND ABOVE
GROUND UTILITIES.
3. CALL MISS UTILITY OF WEST VIRGINIA TWO WORKING DAYS BEFORE DIGGING AT 1-800-245-4848.
4. LAWN AREAS DISTURBED DURING CONSTRUCTION SHALL BE REGRADED, SEEDED, AND
MULCHED TO ORIGINAL CONDITIONS, UNLESS OTHERWISE NOTED. REPAIR RUTS, ETC.
5. ADJACENT BUILDINGS, FENCES, SIDEWALKS, PAVEMENT, AND OTHER SITE FEATURES
DISTURBED DURING CONSTRUCTION SHALL BE CLEANED OR REPAIRED TO ORIGINAL
CONDITION, UNLESS OTHERWISE NOTED.
6. EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN SHALL BE PROTECTED AT
ALL TIMES UNLESS OTHERWISE NOTED.
7. VOIDS LEFT BY DEMOLITION ACTIVITIES SHALL BE BACKFILLED WITH SOIL, COMPACTED, AND
SEEDED.
INSET 'A' SCALE: 1" = 10'-0"
SEE INSET 'A'
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
30" HDPE
AutoCAD SHX Text
12" HDPE
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
18" HDPE
AutoCAD SHX Text
18" HDPE
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12" HDPE
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12" HDPE
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30" HDPE
AutoCAD SHX Text
12" PVC
AutoCAD SHX Text
24" HDPE
AutoCAD SHX Text
EXISTING INLET
AutoCAD SHX Text M:\WVARNG - Camp Dawson ACP Improvements 25103\_Site\DWG\Sheet Files\C200 Site Plan.dwg
AutoCAD SHX Text August 6, 2026
08.06.2026
2025103
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C220
CONCRETE
FINISHED GRADE
6"
30"
CONCRETE MAINTENANCE STRIP
PAINT POST (COLOR TO BE
SELECTED BY ARCHITECT)
8" STANDARD STEEL PIPE
2" WIDE, WHITE REFLECTIVE TAPE
PAINT TOP 18" SAFETY YELLOW
FILL POST WITH CONCRETE
1"
6"
8" BOLLARD IN CONCRETE STRIP DETAIL
NOT TO SCALE
IN-GROUND TRAFFIC SPIKES DETAIL
NOT TO SCALE
SECTION VIEW
PLAN VIEW
4"
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OR FIBROUS REINFORCEMENT
48"
SPEED BUMP DETAIL
NOT TO SCALE
SAWCUT EXISTING ASPHALT24"
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EXISTING AGGREGATE
STONE BASE
EXISTING SUBBASE
EXISTING ASPHALT
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4,000 PSI CONCRETE
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CONCRETE
1.5" HMA WEARING COURSE
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NOTES:
1. EXISTING PAVEMENT TO BE SAW CUT. PROVIDE LOAD TRANSFER PROVISIONS
WHERE REQUIRED.
2. BACKFILL TO BE COMPACTED TO 98% OF THE STANDARD PROCTOR MAX. DRY
DENSITY AS DETERMINED BY ASTM D698 IN ALL AREAS UNDER PAVEMENT.
6" STONE MIN.
PIPE BACK FILL
TRENCH PAVEMENT REPAIR DETAIL
NOT TO SCALE
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NO SCALE:
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LAY PIPE WITH PIPE SIZE
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6" M
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C220
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8"
AutoCAD SHX Text M:\WVARNG - Camp Dawson ACP Improvements 25103\_Site\DWG\Sheet Files\C220 Site Details.dwg
AutoCAD SHX Text August 6, 2026
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
EXISTING PAVEMENT
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222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
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KEYED DEMO NOTES
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2.
3.
4.
5.
EXISTING TRAFFIC LIGHT IS TO BE RELOCATED ALONG CANOPY FACE IN NEW
WORK PLAN. REMOVE TRAFFIC LIGHT FROM ELECTRICAL CIRCUIT AND RETAIN FOR
REUSE IN NEW WORK PLAN. PROVIDE NEW JUNCTION BOX FOR SPLICING AT
EXISTING LOCATION.
EXISTING RED-YELLOW-GREEN TRAFFIC LIGHT IS TO BE REPLACED WITH NEW RED-
GREEN ONLY TRAFFIC LIGHT. REMOVE TRAFFIC LIGHT FROM EXISTING ELECTRICAL
CIRCUIT, BUT RETAIN EXISTING CIRCUIT FOR REUSE IN NEW WORK PLAN.
EXISTING 12V CANOPY LIGHTING SYSTEM IS TO BE DEMOLISHED AND REPLACED IN
ITS ENTIRETY WITH NEW 120V FIXTURES AND CIRCUITING. REMOVE ALL 12V
FIXTURES FROM ELECTRICAL CIRCUIT. DEMO ALL ASSOCIATED 12V CONDUIT AND
WIRING BACK TO SOURCE.
EXISTING 3-PHASE, 30 kVA UPS IS TO BE REPLACED IN KIND. REMOVE UPS FROM
EXISTING UPSTREAM AND DOWNSTREAM ELECTRICAL FEEDER CONNECTIONS, BUT
RETAIN CONNECTIONS FOR REUSE IN NEW WORK PLAN. EXISTING UPS IS
SCHNEIDER APC MGE GALAXY 3500.
EXISTING 120V, 5.5A STOP ARM GATE IS SCHEDULED TO BE REPLACED IN KIND.
REMOVE ARM GATE FROM CORRESPONDING ELECTRICAL CIRCUIT, BUT RETAIN
EXISTING CIRCUIT FOR REUSE IN NEW WORK PLAN. COORDINATE REMOVAL WITH
CIVIL DRAWINGS.
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PACKAGE
RECEIVING
JANITOR
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ID
CENTER
ELEC/DATA
CERTIFIED
LOBBY
STORAGE
ROOM
LARGE
PACKAGE
VESTIBULE
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UNISEX
TOILET
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ROOM
C&P 62
C&P 6249
M P E 4
M P E 4
A P
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(3 A
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F.F.E.= 1252.0
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EL.1251.50
FUTURE DO
RM
FUTURE CO
URT
FUTURE CO
URT
CONCRETE
20' G
RAVEL SERVICE RO
AD
24' GRAVEL SERVICE ROAD
20' G R
AVEL SER
VIC
E R O
AD
SWALE
WALL
WALL
EXISTING 208Y/120V PNL CL1
NEW CANOPY MOUNTED
TRAFFIC SIGNAL LIGHTS
NEW PUSH BUTTON TO TIE INTO
EXISTING CRASH ARM
CONTROLS.
5NEW UPS
NEW CANOPY MOUNTED
TRAFFIC SIGNAL LIGHT
NEW MOTORIZED STOP ARM GATE
ACP BUILDING
SITE LIGHTING SYMBOLS LEGEND
HOMERUN TO PANELBOARD.
CANOPY LIGHT
PUSHBUTTON STATION
1. ALL EXTERIOR CANOPY LIGHTS SHALL BE CONNECTED THROUGH LIGHTING
CONTACTOR IN ELECTRICAL ROOM. PROVIDE NEW PHOTOCELL ON CANOPY ROOF
FOR CANOPY LIGHT FIXTURE CONTROL.
GENERAL NOTES THIS SHEET
c by ZMM, LLC.
222 Lee Street, West Charleston, West Virginia 25302 Phone: 304.342.0159 Fax: 304.345.8144 www.zmm.com
CHECKED
DATE
COMM. NO.
DRAWN
ARCHITECTS
ENGINEERS
8/ 6/
:4
3:
A M
S:
\S ha re d\ ks ha nn on \P ro je ct s
- L oc al \2
_C am p D aw so n
AC
P_ E_
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Z3
TX
.rv t
E141
2025103
08.06.2026
SITE POWER AND
LIGHTING PLAN
R en ov at io ns to th e C
A M
P D
A W
SO
N
A
C C
ES
S
C O
N
TR
O L
PO
IN
T W es t V irg in ia A rm y
N at io na l G ua rd Ki ng w oo d, W es t V irg in ia
KPS TFK
C O
N
ST
R U
C
TI
O N
D O
C U
M
EN
TS
1/8" = 1'-0"
SITE POWER AND LIGHTING PLAN
KEYED NOTES
1.
2.
3.
4.
5.
6.
7.
NEW TRAFFIC LIGHT TO BE INSTALLED AT NEW LOCATION SHOWN ON PLAN AND
RECONNECTED TO EXISTING CIRCUIT RETAINED FROM DEMO. PROVIDE NEW
CONDUIT AND WIRING SIZED TO MATCH EXISTING TO EXTEND EXISTING
CIRCUITING TO NEW LOCATION. COORDINATE FINAL LOCATION FOR BEST
VISIBILITY FROM ENTRANCE ROAD.
PROVIDE WEATHERPROOF PUSHBUTTON STATION FOR OPERATION OF
MOTORIZED CRASH ARM GATE IN LOCKABLE ENCLOSURE ON EXTERIOR WALL.
STATION IS TO BE AN EXTENSION OF EXISTING INTERIOR STATION; EXTEND
CIRCUITING IN PARALLEL FROM EXISTING CONTROL STATION SUCH THAT EITHER
LOCATION MAY PROVIDE FULL CONTROL OF CRASH ARM GATE. COORDINATE FINAL
LOCATION OF PUSHBUTTON STATION WITH OWNER.
PROVIDE NEW RED-GREEN TRAFFIC SIGNAL LIGHTS AND CONNECT TO EXISTING
TRAFFIC SIGNAL LIGHT CIRCUIT RETAINED FROM DEMO. CONTRACTOR IS TO
VERIFY EXISTING CIRCUIT IS FED FROM EXISTING PANEL CL1. PROVIDE NEW
CONTROL WIRING AND NEW CONTROL STATION IN GUARD BUILDING ADJACENT TO
EXISTING CONTROLS AND REMOVE ANY RESULTING UNUSED CONTROLS AND/OR
WIRING.
NEW CANOPY LIGHT FIXTURES ARE TO BE CONNECTED TO EXISTING 208Y/120V
PANEL CL1 IN ELECTRICAL ROOM. EXISTING CANOPY FIXTURE LOCATIONS ARE TO
BE REUSED. BASIS OF DESIGN LITHONIA VCPGX LED V4 P4 40K 80CRI T5E MVOLT
SRM. PROVIDE NEW 20A/1P BREAKER IN PANEL. PROVIDE NEW #12 CONDUCTORS
AND #12 GROUND IN 3/4" CONDUIT AND CONNECT NEW CANOPY FIXTURES TO NEW
BREAKER. NEW FIXTURES ARE TO BE CONTROLLED BY NEW PHOTOCELL ON ROOF.
PROVIDE NEW 208Y/120V 3-PHASE, 30 kVA UPS AT EXISTING LOCATION. PROVIDE
NEW CONDUIT AND WIRING SIZED TO MATCH EXISTING AS NECESSARY TO
RESTORE UPSTREAM AND DOWNSTREAM ELECTRICAL FEEDER CONNECTIONS
RETAINED FROM DEMO. NEW UPS IS TO HAVE 15 MINUTES OF BATTERY TIME. UPS,
BATTERY, BYPASS, AND DISTRIBUTION ARE ALL TO BE CONTAINED IN SINGLE
CABINET. COORDINATE SCHEDULE OF UPS DOWNTIME WITH OWNER.
NEW MOTORIZED STOP ARM GATE IS TO BE RECONNECTED TO EXISTING CIRCUIT
RETAINED FROM DEMO. NEW STOP ARM GATE MOTOR IS NOT TO EXCEED 1/4 HP.
PROVIDE NEW CONDUIT AND WIRING SIZED TO MATCH EXISTING AS NECESSARY
FOR RECONNECTION. COORDINATE INSTALLATION WITH CIVIL DRAWINGS AND
SPECIFICATIONS.
PROVIDE WEATHERPROOF PUSHBUTTON STATION FOR MANUAL OPERATION OF
CORRESPONDING TRAFFIC LIGHT. STATION IS TO BE AN EXTENSION OF EXISTING
INTERIOR STATION; EXTEND CIRCUITING IN PARALLEL FROM EXISTING CONTROL
STATION SUCH THAT EITHER LOCATION MAY TOGGLE RED-GREEN TRAFFIC LIGHT.
COORDINATE FINAL LOCATION OF PUSHBUTTON STATION WITH OWNER.
R
EV
IS
IO
N S
N O
D
ES
C
R
IP
TI
O
N D
A
TE
ADDENDUM ACKNOWLEDGEMENT FORM
SOLICITATION NO.: CRFQ ADJ2700000011
Instructions: Please acknowledge receipt of all addenda issued with this solicitation by completing this addendum acknowledgment form. Check the box next to each addendum received and sign below.
Failure to acknowledge addenda may result in bid disqualification.
Acknowledgment: I hereby acknowledge receipt of the following addenda and have made the necessary revisions to my proposal, plans and/or specification, etc.
Addendum Numbers Received:
(Check the box next to each addendum received)
☒ Addendum No. 1 ☐ Addendum No. 6
☐ Addendum No. 2 ☐ Addendum No. 7
☐ Addendum No. 3 ☐ Addendum No. 8
☐ Addendum No. 4 ☐ Addendum No. 9
☐ Addendum No. 5 ☐ Addendum No. 10
I understand that failure to confirm the receipt of addenda may be cause for rejection of this bid. I further understand that that any verbal representation made or assumed to be made during any oral discussion held between Vendor’s representatives and any state personnel is not binding. Only the information issued in writing and added to the specifications by an official addendum is binding.
Company
Authorized Signature
Date
NOTE: This addendum acknowledgement should be submitted with the bid to expedite document processing.
| 1 |
| 1 |
| 2 |
| ACP Bid Set Drawings.pdf |
| COVER SHEET |
| Civil |
| C200 Site Plan |
| Electrical |
| E141D - SITE DEMOLITION PLAN |
| E141 - SITE POWER AND LIGHTING PLAN |
File details come from the government source that posted it. Updated .