SPMYM2-21-Q-2125-U0003 (AMENDMENT MODIFICATION) CATSHACK.pdf

N6843812033J50

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

AMENDED TO:

EXTEND SOLICITATION CLOSING DATE FROM 20 AUG 21 UNTIL 02 SEPT 21, 1000 AM (PST).

CHANGE REQUIRED DELIVERY DATE FROM 03 SEP 21 UNTIL 30 NOV 21.

REMOVE REQUIRED INSTALLATION AND RIGGING SERVICES FROM THE SOLICTATION REQUIREMENT.

NO OTHER CHANGES APPLY TO THIS SOLICIATION AMENDMENT

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 31-Aug-2021

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 SPMYM221Q2125

X 9B. DATED (SEE ITEM 11)

03-Aug-2021

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 X is extended, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

31-Aug-2021

CODE

DLA MARITIME PUGET SOUND

ATTN: TIMOTHY EASTER

7000 FINBACK CIRCLE

SILVERDALE WA 98315

SPMYM2 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SPMYM221Q2125

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 1449 - CONTINUATION SHEET

SOLICITATION/CONTRACT FORM

The required response date/time has changed from 20-Aug-2021 10:00 AM to 02-Sep-2021 10:00 AM.

SUPPLIES OR SERVICES AND PRICES

CLIN 0001

The CLIN extended description has changed from:

CatshackCatshack, 15' wide x 30' long x 11'-8" eave20PSF ground snow load, unheated building, 115 mph wind load, steel, 24 gauge & 1.1/4"PBR Profile, 40 yr Kynar Finish, Hot-Dip galvanized, 4:12 pitch with knee and ridge braces, personnel door, rolling steel door.MODEL #: IBC 2015SOURCE; Kelly KlosureMFR: Kelly Klosure MFR PN: 332311P********BRAND NAME OR EQUAL********Bidding On: Manufacturer's Name:

__________________________________________Brand______________________________________________ _________No: _________________________________________________________NOTE: VENDORS

QUOTING EQUALS MUST SUBMIT THEIR BID WITH SPECIFICATIONS FOR EVALUATION. BIDS

RECEIVED FOR EQUALS WITHOUT SPECIFICATIONS WILL BE CONSIDERED AS NON-RESPONSIVE.

PLEASE QUOTE BEST POSSIBLE DELIVERY.

To:

CatshackCatshack, 15' wide x 30' long x 11'-8" eave; 20PSF ground snow load, unheated building, 115 mph wind load, steel, 24 gauge & 1.1/4"PBR Profile, 40 yr Kynar Finish, Hot-Dip galvanized, 4:12 pitch with knee and ridge braces, personnel door. MODEL #: IBC 2015SOURCE; Kelly KlosureMFR: Kelly Klosure MFR PN:

332311PNOTE: THIS REQUIREMENT IS FOR THE BUILDING STRUCTURE AND ASSOCIATED

ELECTRICAL PACKAGE ONLY. INSTALLATION AND RIGGING SERVICES NOT REQUIRED.SEE

ATTACHED REVISED SALIENT CHARACTERISTICS1.1 The building shall be 15 ft wide x 30 ft long (interior footprint), with an 11”– 8” Eave (running the full length of the building)1.2 An anchoring system (to meet wind loads, etc. requirements), with an anchoring system design shall be provided to the government for review and approval (as a part of the “Contractor Provided Design” submission package, as outlined in paragraph #6). At the site, there is approximately a 4 inch depth of asphalt, with approximately a 26 inch depth of fill (below the asphalt).

The anchoring system shall be designed to meet local building codes and design loads1.3 The building shall be outfitted with LED fluorescent lighting kit (running the full length of the building), with an on/off switch located inside/next to the personnel door1.4 The roof load shall be rated 20 PSF ground snow load, and shall be a 4:12 pitch gable with knee and ridge braces at 3 ft center to center1.5 The seismic design shall be category D (with soil site class D), with a risk category of 21.6 The exterior sheeting shall be 24 gauge, Kynar finish1.7 The structural steel finish shall be hot-dip galvanized1.8 The building shall be designed to withstand a wind load of 115 MPH, with 3 second gusts, and designed for meeting snow load standards for the area (for this type of facility)1.9 The building shall have lifting lugs (military grade) with a steel baseplate for lifting the completely assembled building (with a spreader beam)1.10 The pre-fabricated storage building shall include a basic pre-wired electrical package to be installed inside buildings (with most of the work is done at the factory). The pre-wired flexible conduits shall be designed to be simply attached to the interior of the building, with contractor supplied clamps, with the lights hung and plugged in and electrical service supplied to the main panel. The electrical package shall include the following minimal basic pre-wired features:1.10.1 Main Panel: Square D, QO Series, 100 amp, single phase, 20 spaces1.10.2 Eight (8) Lighting Fixtures: Dust/vapor resistant 4’ fixture, pre-wired with white 4’ commercial LED fixtures, and LED lamps (LED lamps shall be included)1.10.3 Twelve (12) electrical outlets - standard 20 amp duplex outlets

(spaced around the interior walls)1.10.4 Conduit: 1/2” & 3/4” flexible steel conduit (sized as required to meet NEC codes)1.11 Lifting padeyes (military grade) with steel baseplate for lifting the complete building (using a government provided spreader beam), and meet the requirements outlined in paragraph 2 in this document2 LIFTING AND HANDLING - The specified equipment shall be equipped with four “maximum load” crane lifting capable padeyes (designed, located, installed and certified per Process Instruction No. 611-400-026, Appendix 1 (Process Instruction (PI) for “Padeyes: Temporary and Permanent; Installation, Use and Removal of” (PI No. 611- 400-026), for Trident Refit Facility, Bangor (TRF, Bangor). A copy of this document can be provided upon request.

The padeyes mounted on the top of the unit, correctly spaced for even and level lifting by a single crane hook (using a government provided spreader bar).3 CONTRACTOR PROVIDED DESIGN - The designated pre-fabricated storage building shall be designed by a qualified/professional engineer. It shall be designed to withstand salt and a dust laden outdoor marine industrial environment, subject to high winds, driven rain, sleet and snow (and meet the design criteria outlined in this document). The exterior sheeting shall be factory attached to the face of the structure with anti-siphon overlapping edge to prevent leaks. When attaching the exterior sheeting to the framework (on-site) self-tapping screws or other similar connection devices, shall not be required. Self-framing panels shall be fabricated by a manufacturer experienced in the business of engineering, producing, and field servicing structured pre-fabricated buildings. A complete set of assembly drawings tailored to this application shall be provided to illustrate assembly. The design drawings shall also include the details of an anchoring system. The design drawings and calculations shall have sufficient details for proper evaluation by the government (and be stamped by a qualified/professional engineer). Allow for 14 calendar days for review by the government of the submittal. No fabrication or manufacturing shall commence until the design is approved the government and comments addressed.Salient Characteristics for a Pre-Fabricated Storage Building4 CRANE LIFTING POINT/PADEYE CERTIFICATION AND NON-DESTRUCTIVE TESTING (NDT) REPORT - Concurrent with delivery of the equipment, the contractor shall provide a signed, written certification of compliance to the lifting points/padeyes load test and NDT testing requirements as outlined in this specification. The lifting points/padeyes certification statement shall include tha********BRAND NAME OR EQUAL********Bidding On: Manufacturer's Name:

__________________________________________Brand______________________________________________ _________No: _________________________________________________________NOTE: VENDORS

QUOTING EQUALS MUST SUBMIT THEIR BID WITH SPECIFICATIONS FOR EVALUATION. BIDS

RECEIVED FOR EQUALS WITHOUT SPECIFICATIONS WILL BE CONSIDERED AS NON-RESPONSIVE.

PLEASE QUOTE BEST POSSIBLE DELIVERY.

DELIVERIES AND PERFORMANCE

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

03-SEP-2021 1 NAVIMFPACNORWEST

RECEIVING OFFICER

7000 FINBACK CIRCLE,

B-7000 DOOR 12

SILVERDALE WA 98315

360-315-1293 FOB: Destination

N68438

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

30-NOV-2021 1 NAVIMFPACNORWEST

RECEIVING OFFICER

7000 FINBACK CIRCLE,

B-7000 DOOR 12

SILVERDALE WA 98315

360-315-1293

The following Delivery Schedule item for SUBCLIN 0002AA has been changed from:

CAGE

03-SEP-2021 1 NAVIMFPACNORWEST

RECEIVING OFFICER

7000 FINBACK CIRCLE,

B-7000 DOOR 12

SILVERDALE WA 98315

360-315-1293

CAGE

30-NOV-2021 1 NAVIMFPACNORWEST

RECEIVING OFFICER

7000 FINBACK CIRCLE,

B-7000 DOOR 12

SILVERDALE WA 98315

360-315-1293

(End of Summary of Changes)