Amendment_0005_-_SP330018Q0072.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning 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 your 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

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

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

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

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

SP3300-18-Q-0072

Amendment 0005

The purpose of this amendment is as follows:

1. Answer contractor’s questions regarding the revised Statement of Work Amendment 0004 Attachment 1 – SOW

Contractor Submitted Questions Government Response

1. The spec calls out for 55lbs per sq. ft.

Based on our tray dimensions, this would equate to 2,078# per tray. After the walkthrough, that seems like more capacity that what is needed. Can you please confirm the desired capacity per tray? (i.e. – 1500lbs.)

1. See revised Statement of Work (Amendment 0004 Attachment 1 – SOW) section 3.2.2.6 – TRAYS, is correct, the net load capacity of the trays shall be 55 pounds/square feet.

2. Can you provide the current slab thickness and PSI of where the VLM’s would be installed? This will be required by the engineer for anchorage calcs.

2. See revised Statement of Work (Amendment 0004 Attachment 1 – SOW) section 3.1.13 – FLOOR MOUNTING OF EQUIPMENT, is revised to state “it shall be the Contractors responsibility to remove a core sample of the existing warehouse floor to determine concrete depth and perform a compression test of the sample to determine the strength of the concrete in meeting seismic restrictions. Contractor shall also be responsible for patching the floor where the floor sample was removed and matching finish to adjacent floor.”

3. Please confirm if dual external delivery or internal dual delivery is required?

3. See revised Statement of Work (Amendment 0004 Attachment 1 – SOW)

a. Section 3.2.2.3 – External Tray

Delivery System, has been removed from the revised Statement of Work. It is no longer a requirement.

b. Section 3.2.2.4 – DUAL TRAY DELIVERY, is a required feature and remains in the revised Statement of Work.

4. In the statement of work under 4.4.4.1 Functional Test, can you clarify the need for someone to be onsite for 2 weeks, 8 hours a day during this time? Could it be an on call basis?

4. See revised Statement of Work (Amendment 0004 Attachment 1 – SOW)

a. Section 4.4.4.1 – FUNCTIONAL

TEST, requires “…shall be operated and tested by contractor and/or Government personnel under actual operating conditions, with varying loads and activity for 24 hours in eight hour increments.” This would be three

(3) days of testing.

b. In reference to two (2) weeks, “Total time to complete this test shall not exceed 15 normal working days from the date of the first attempt.” The 15 normal working days is a deadline to maintain a timely completion to testing.

c. The requirement stands as stated in the Statement of Work.