Sol_140L3723R0009_Amd_0001.pdf

(x)

140L3723R0009 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

LFA

BOISE ID 83705

3833 S. DEVELOPMENT AVE.

BLM FA-NTL INTRAGCY FIRE CTR(FA250)

08/01/20230001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/12/2023

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

PROJECT: NIFC 215 GBK Egress Doors and Steel Racking

The purpose of this amendment is to:

1. Correct solicitation response due date difference between SF-1442 and Cover Sheet, both documents now state August 11, 2023 at 2 PM MT. (see corrected cover sheet attached).

2. Provide Site Visit Roster.

3. Provide responses to questions received.

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Matthew Steele

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 6

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

140L3723R0009/0001

This amendment must be acknowledged in accordance with the solicitation.

All other terms and conditions set forth within this solicitation remain unchanged.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

SOLICITATION NO: 140L3723R0009

PROJECT DESCRIPTION: NIFC 215 GBK Egress Doors and Steel Racks

140L3723R0009 NIFC 215 GBK Egress Doors and Steel Racks

Type of Contract: Construction, Firm Fixed Priced (FFP), Single Award Contract County: Ada, ID Type of Construction: Building

FAR Magnitude: $500k-$1M NAICS: 238290 SIZE STD: $22M SET-ASIDE: Total Small Business

Bureau of Land Management Contacts

Contracting Officer (CO) (Primary Contact)

Contracting Officer Representative (COR)

Name: Matt Steele TBD

Email: masteele@blm.gov TBD

Proposal Submittal Information:

Site Visit: July 19, 2023 / 10AM Mountain Time (See clause instructions below / FAR 52.236-27)

Questions Due Date: July 27, 2023 / 2PM Mountain Time

Proposal Due Date: August 11, 2023 / 2PM Mountain Time

United States Department of the Interior

BUREAU OF LAND MANAGEMENT

Fire and Aviation 3833 S Development Ave

Boise, Idaho 83705-5354

POST SITE VISIT Q&A July 31, 2023

NIFC 215 GBK Egress Doors and Steel Racks Solicitation Number 140L3723R0009

CONTRACTOR QUESTIONS GOVERNMENT RESPONSE

1. Flue spaces in the drawing are approximately 3” which creates a problem with fire suppression as the minimum allowable is 4” so that water can pass through.

1. Not applicable because the sprinkler system is existing to remain in this scope and sprinkler pipe is mounted above the racking.

2. Unless they are planning to use order pickers and reach trucks many of the aisle widths are going to be far too narrow for standard forklifts.

2. The shorter aisles of 7’‐9” to 8’‐7” in width indicated in the Rack Drawings sheet A112 are in place for the use of order pickers. Forklifts will be used elsewhere.

3. We need to understand what is being stored on the racking. So a proper HMIS (Hazardous Materials Index Sheet) would need to be provided.

3. See response #5.

4. We would need a 3rd party Fire Company to confirm that current sprinkler system is adequate for warehouse in reference to said HMIS.

4. Replacing the fire sprinklers is outside the scope of this project and is included in a future phase that is already designed. See response #5.

5. [Questions] 3 and 4 are under the assumption that all work is to be permitted.

5. The National Interagency Fire Center is on federal property and therefore this project will not be submitted for permits from the local and state government. Follow the requirements indicated in the specification section 014000 and Rack Drawings sheet S001.

6. We need to understand pallet sizes and weights as we need to be able to provide proper engineering and specs for each piece of racking.

6. See Steel Rack drawing S501 for weights. Pallet sizes vary however the standard used is 40 inch width by 48 inch length by 36 inch high where two pallets are placed on each 8 foot to 9 foot (nominal) wide beam pair, and three pallets are placed on each 12 foot wide (nominal) beam pair.

Rack type #49 and #54 listed on Steel Rack drawing A110 are in an area that uses an order picker and are not spaced vertically to accept a full height pallet.

7. Elevations are not accurate. All elevations in racking are on a 2” on center basis and many listed are odd numbers. We need to understand where they would like those elevations and if there are truly 68 or not?

7. The elevations listed on Steel Rack drawing A110 are nominal therefore round up to the nearest on center height.

8. If there are truly 68 elevations are they prepared for the engineering cost that will incur?

8. Seismic Anchorage calculations have already been done that did not require separate calculations for each individual configuration. The resulting anchorage requirements are listed on Steel Rack sheet S501. See Steel Rack sheet S001 specification “5. Deferred Submittals” for required engineering submittals of pallet racking and components.

9. Does the government want to salvage 100% of the racking

9. No. The contractor is to remove all of the existing racking indicated in the Steel Rack drawings. Per Steel Rack sheet A012 note 1, “…Coordinate with government on items that require to be salvaged.” This is intended for components that are attached to the racking such as conduit. Per Steel Rack specification section

017329.1.3 “Develop waste management plan that results in end‐of‐Project rates for salvage/recycling of 50 percent by weight of total waste generated by the Work”

10. Should the old racking be on pallets? 10. See Steel Rack specification section 017329.1.5; this is a means and methods to be determined by the contractor in the waste management plan.

11. Where will the old racking be transferred to, what building, and distance?

11. See Steel Rack specification section 017329.1.5; this is a means and methods to be determined by the contractor in the waste management plan. Remove old racking off‐site.

12. Reinforced angle to be installed on the interior and the exterior of the wall or just the interior?

see [sheet S501 detail 1]

12. See Egress drawing S501 detail 2.