Addendum 1.pdf

Date Printed: Sep 2, 2025 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: 1768798 Reason for Modification:

Doc Description: Volkstone Motorpool Construction Addendum No. 1

Proc Type: Central Purchase Order

Date Issued Solicitation Closes Solicitation No Version

2025-09-02 2025-09-08 13:30 CRFQ 0603 ADJ2600000010 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: Sep 2, 2025 Page: 2 FORM ID: WV-PRC-CRFQ-002 2020/05

ADDITIONAL INFORMATION

Addendum No. 1

To provide copies of the Pre-bid Meeting Sign-In Sheets (See attached)

To respond to vendor questions regarding the solicitation (see attached)

Bid opening date and time remains September 8, 2025, at 1:30 pm., EST.

No other changes, INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

KINGWOOD ARMED FORCES

RESERVE CENTER

1707 COONSKIN DR 240 ARMY RD

CHARLESTON WV KINGWOOD WV

US US

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 1 BASE BID-Volkstone Motorpool Construction

Comm Code Manufacturer Specification Model #

72152708

Extended Description:

See Exhibit "A" Bid Form for Pricing.

BASE BID-Provide all Labor and materials to construct a new motorpool for the Volkstone Training Area near the Kingwood Armed Forces Reserve Center

Date Printed: Sep 2, 2025 Page: 3 FORM ID: WV-PRC-CRFQ-002 2020/05

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

KINGWOOD ARMED FORCES

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 2 ALTERNATE #1- Construct 50'x50' Concrete

Turning Pad

Comm Code Manufacturer Specification Model #

72152708

Extended Description:

See Exhibit "A" Bid Form for Pricing.

ALTERNATE BID ITEM #1- Provide labor and materials to construct a 50' x 50' Concrete Turning Pad per the attached plans and drawings

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

KINGWOOD ARMED FORCES

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 3 ALTERNATE #2- Construct 64'x110' Concrete

Parking Pad

Extended Description:

See Exhibit "A" Bid Form for Pricing.

ALTERNATE BID ITEM #2- Provide labor and materials to construct a 64' x 110' Concrete Parking Pad per the attached plans and drawings

Date Printed: Sep 2, 2025 Page: 4 FORM ID: WV-PRC-CRFQ-002 2020/05

INVOICE TO SHIP TO

ADJUTANT GENERALS

OFFICE

KINGWOOD ARMED FORCES

Line Comm Ln Desc Qty Unit Issue Unit Price Total Price 4 ALTERNATE #3- Construct Another 50'x50'

Concrete Turning Pad

Extended Description:

See Exhibit "A" Bid Form for Pricing.

ALTERNATE BID ITEM #3- Provide labor and materials to construct an additional (2nd) 50' x 50' Concrete Turning Pad per the attached plans and drawings.

SCHEDULE OF EVENTS

Line Event Event Date 1 Mandatory Prebid Meeting At 2:00 pm., EST. 2025-08-26 2 Vendor Technical Questions Due By 11:00 am., EST. 2025-08-29

SOLICITATION NUMBER: CRFQ ADJ2600000010

Addendum Number: 1

The purpose of this addendum is to modify the solicitation identified as (“ADJ2600000010”) 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:

1. To provide copies of the Pre-bid Meeting Sign-In Sheets (See attached)

2. To provide responses to vendor questions regarding the solicitation (see attached)

3. Bid opening date and time remains September 8, 2025, 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.

DEPARTMENT OF THE ARMY

JOINT FORCES HEADQUARTERS WEST VIRGINIA

1707 COONSKIN DRIVE

CHARLESTON, WEST VIRGINIA 25311-1026

September 2, 2025

ADDENDUM NO. 1- CRFQ-ADJ2600000010

RE: Construction: Camp Dawson Volkstone Motorpool Kingwood, WV

TO: Prospective Bidders

FROM: West Virginia Army National Guard

NOTE: This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents.

PART 1 – INFORMATION FOR BIDDERS

1. To provide the Pre-Bid Sign- In Sheet

2. The provide responses to vendor questions.

PART 2 – BIDDERS’ QUESTIONS AND RESPONSES

1. Question – Sheet 01 Overall Layout – Type FE6 -TWBR-96 Chain-link Fence and Sheet 02 Layout – Type FE6 -TWBR-84 Chain-link Fence, Which one are we to include in our bid?

Response: Type FE6 -TWBR-84 Chain-link Fence

2. Question - Is compaction testing required?

Response: Soil compaction testing is NOT required. Soil compaction testing is NOT required.

3. Question Is concrete testing required?

Response: Yes, for the 24" Sonotubes, are to be filled with Air-Entrained concrete with a 14- Day Compressive Strength of 3500 PSI and with a 3” MAX slump. All testing to be provided by a Professional third party, and at the contractor’s expense.

The concrete pads in the bid alternates, are to be Air-Entrained concrete with a 14-Day Compressive Strength of 4000 PSI and with a 3” MAX slump. All testing to be provided by a Professional third party, and at the contractor’s expense.

4. Question On base bid compacted gravel base – are we to excavate 6” below existing grade and put back with 6” of 57 stone?

Response: Yes

5. Question How far away is the spoil site?

Response: Approximately 50 feet.

END OF ADDENDUM

ADDENDUM ACKNOWLEDGEMENT FORM

SOLICITATION NO.: CRFQ ADJ2600000010

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.