Sol_140P1223Q0015_Amd_0005.pdf

(x)

140P1223Q0015 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

PIL

Lakewood CO 80228 12795 W Alameda Parkway NPS, IMR - Lakewood MABO

02/01/20230005

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

02/01/2023

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.)

Steel I-beams and Fabrication PMIS# 246561

Firm Fixed Price

The purpose of amendment 5 is to respond to questions.

Q1. Specifications Section D.4. Colors: As selected from Manufacturers full palette

- Is there any Federal Standard for the color of these steel components or is anything offered from the manufacturer's full palette acceptable?

A1. Any natural/steel color is acceptable.

Q2. Specifications Section D.6.d Use brushes only where the use of other applicators is

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)

Marcia Fox

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 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

140P1223Q0015/0005 not practical

- Would applying the primer/topcoat with rollers be acceptable?

A2. Yes

Q3. For the W10x15 I-beams that are miter cut, are they connected to the W12x14 beams by

- bolted on 1/4" bent plate with (2) bolt holes in each leg as shown on the drawing or are they connected by

- ¼" x 8.5" x 6.5" plate w/ 4-holes and welded to the mitered ends as laid out on the spec sheet?

A3. Due to issues with the fabrication of the angle iron being bent to that degree. The engineers' specifications were amended, and we are requesting that the ¼" x 8.5" x 6.5" plate w/

4-holes be welded to the mitered ends as laid out on the spec sheet.

Q4. The plates that the angle iron cross bracing sit on are at different elevations

- At the W12/W10 intersection the plate is 2" below the top flange of the W12/W10 beam

- At the W10/W6 intersection the plate is ~2.5" below the top flange of the W12/W10 beam

Would it be acceptable to move the W6 beam assembly up 0.5" towards the top flange of the

W10 beam?

A4. They can be adjusted to sit at the same distance from the top flange so long as the end product is constructable and fit tested. This discrepancy was discussed with the project engineer and their justification for the difference was the space needed for 2"x2"x1/4" diagonal brace steel to fit under the flange.

Regardless of where the W6 Beam sits on the W10 beam the 2"x2"x1/4", they must be tapered to fit underneath. Therefore, if you would prefer to place them 2" below you may do so.

Q5. Where do the (60) - ¼" Anchor plates

(Section Materials D.f) sit in the assembly? And related to this, what is the bolt hole pattern in the bottom flange of the W12 beam where the bolts would connect them to the Pile Cap?

A5. In order to attach the W12 beam to the helical pile cap, but still have room for error in placement and plumb of the helical pile, we plan to attach them using 4x8x ¼ " brackets. We are asking that the 13/16" holes be made into

Continued ...

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

Sponsored by GSA

FAR (48 CFR) 53.110

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

3 5

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

140P1223Q0015/0005 slots to give us room for placement in within the

9" circumference of the slots in the helical pile cap. We will most likely be using individual bolts so that they can be moved independently of each other further giving us the ability to adjust to any minuet inconsistencies.

The quote deadline is March 8, 2023 at 2:00 pm

MST. Offerors must sign the RFQ SF18 and all amendments.

No other changes.

Attachments:

Photo 1

Photo 2

Period of Performance: 03/13/2023 to 05/31/2023

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

Sponsored by GSA

FAR (48 CFR) 53.110