W50S7H24B000102_Solicitation Amendment 02.pdf

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

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 26-Aug-2024

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 W50S7H24B0001

X 9B. DATED (SEE ITEM 11)

11-Jul-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 is extended, X 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.)

The purpose of this Amendment is to:

1)Include ADDENDUM #02 to incorporate clarif ications, corrections, & revisions. ///NO OTHER CHANGES ARE MADE AT THIS TIME///

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

26-Aug-2024

CODE

USPFO MS 172 MISSION SUPPORT CONTRACTING

141 MILITARY DR AW 30

JACKSON MS 39232-8881

W50S7H 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W50S7H24B0001

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been added by full text:

RFI RESPONSES

Red – Owner’s response.

Green – A/E response.

W50S7H24B0001 – LRXY109002; Construct Fire Crash Rescue Station RFIs

1. Main Station (MF1.0, MF1.1, MF1.2, MF2.0, MF2.1) TB1 and TB6 what are the power requirements for each of these tables? No specific items are listed as far as power in the table, however, it requests wire management and drawing appears to show a power unit within the table tops. It also mentions in the spec "contractor will plug cables into wall" Please clarify. OFF3 - Drawing shows these desks to be wall to wall, however, spec only requests 2 - 30x96 tables. Wall dimension shows 8'-0" on south wall, and 13'-4-3/8" on north wall. Please clarify. OFF2 and OFF2B - are tasklights and tackboards required? OFF5 - plan appears to show a divider panel however it is not requested in the specifications. Please clarify. OFF1 and OFF4 requests a crank adjustment on the height adjustable table however since the original specs were issued, this item has been discontinued. Is an electronic adjustable table acceptable?

Item CH5 is only sold in cartons of 4. To be able to supply this item, we would have to purchase both Main Station and Satellite station at the same time. Satellite Station (SF1.2 & 2.0) OFF2B - Are tackboards and tasklights required under overheads? OFF6 - The dimension on plan (SF1.2) shows a span of 13'-5", however, the spec on SF2.0, requests only a 30x96 surface which will only give 32" per person and not span the length of the wall as shown. Which is correct?

Main TB1. The wire management needed at TB1 is 1 standard option grommet per table.

Main TB 6. The Grommet, Wire Management for TB6 is 1 standard option Node accessory with one standard outlet and one outlet with 1 USB, 1 USB 4.

Main OFF 3. Use the Dock Training Table Tops to achieve the continuous worksurface dimensions shown in the plans. More than one top will be needed and will need to be cut to fit and coordinate with the supports specified.

Main OFF 2/2B. No tasklights or tackboards are specified or required.

Main OFF 5. Disregard the apparent panel between the vacant workspace and other workspaces shown in the plan.

Main OFF 1 and OFF 4 height adjustable tables. Provide standard electric height adjustment mechanism.

Satellite OFF2B. No tasklights or tackboards are specified or required.

Satellite OFF6. Use the Dock Training Table Tops to achieve the continuous worksurface dimensions shown in the plans. More than one top will be needed and will need to be cut to fit and coordinate with the supports specified.

2. Solicitation section 52.217-7 states "The Contracting Officer may exercise the option by written notice to the Contractor within 150 days of contract award…If an option is exercised, the base period of performance will not be extended." We are requesting this requirement be removed due to the lead times of equipment procurement which will not allow for this requirement in the contract documents to be met. IN addition, the Standard Form 1442 states that the Offers have to hold their pricing for 90 days. The requirements of the solicitation 52.217-7 & Standard

Form 1442 combined equate to 240 calendar days to hold our pricing. The maximum we are seeing that subcontractors & vendors will only hold pricing for is 30 calendar days. We are requesting that the 150 days to award options be removed from this project and that options are only awardable at contract award.

Due to the availability of funding, the timelines to hold quotes and exercise options must remain. We have a reasonable expectation that options will be made with award.

3. Can the AWIQCP requirement be removed from the casework. I’m unable to get quotes with this in place. I have searched on the AWIQCP website to show me certified millwork companies within 500 miles of Flowood and their website has 0 companies found.

Section 06 41 00, 1.06,B. Delete this paragraph and all of its subparagraphs in their entirety. Compliance with the AWIQCP program is NOT required.

4. Can you confirm where the architecturally exposed structural steel is? We are not seeing any callouts in the sheets or specs or specific locations

Section 05 12 13, 1.03, A. This paragraph describes the scope of the Architecturally- Exposed Structural Steel Framing. To clarify this scope, replace the text in this paragraph with the following:

“This specification shall apply to structural steel and steel fabrications that are exposed to user view from any habitable floor space. Exposed architectural steel shall be constructed, handled, and erected as directed herein. This shall be done in conformity with the American Institute of Steel Construction Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings. Because these members so designated are subject to close inspection by the public, the fabrication tolerances in this specification shall govern when such tolerances are in conflict with those of the AISC Specification.”

5. Where is panel SDP located, is it part of this project?

The SPD is not a panel. It is a surge protection device. Locate SPD adjacent to the panel or origination.

6. What size & type cable tray is required for this project? Spec say cable tray is existing.

Provide 18” wide, 4” tall, steel mesh wire (basket) tray. Length as required.

7. What is the existing key system for the hardware? Is it best cylinder or Shlage?

See Section 08 71 00, 2.04, B.

8. Can you provide us with information pertaining to door type D4? Can we replace this with a typical hollow metal door as our vendor has never heard of this type of door.

Door D4 is an insulated single metal door with panels per 1/MA10.0 and 1/SA10.0. See details on A10.2.

9. Plans show the new primary on plan sheet SES.1 running to an existing manhole and them thru another to get to the existing 15KV gear. Do you know if there is existing conduit between the 2 existing manholes or do we have to provide new conduit?

Reason I am asking is do we have to following that path or can we make our own route? Saw cutting up and patching the existing road would be required if we go via existing manholes.

There are spares between the manholes and the building with the Medium Voltage Gear. Utilize these spares.

10. Change Type 1 Wall Panel type from Mechanically Seamed 2” to Snap Lock 1 3/4".

Section 07 42 13, 2.01, A, 1. Change Architectural Metal Roof Systems SLR 16" to Architectural Metal Wall System SWL-16-2.

Section 07 42 13, 2.02, B, 1. Change 2” to 1 3/4". Change SLR (2”) to SWL (1 3/4").

Section 07 43 13, 2.02, B, 2. Change Mechanically Seamed, sealed with continuous factory applied sealant to Snap-Lock seams on concealed cleats.

11. Curtain wall sun screen louvers depth.

Sun screen louvers are 9” deep typical.

(End of Summary of Changes)