AM04.pdf

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

1 3

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

W9127820R0104-0004 15 DEC 2020 MEF20004

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

CODE

Corps of Engineers 109 St. Joseph St.

Mobile, AL 36602

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP code) 9A. AMENDMENT OF SOLICITATION

NO.

W9127820R0104

9B. DATED (SEE ITEM 11)

6 NOV 2020

10A. MODIFICATION OF

CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE

FACILITY CODE

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. 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 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 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 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 ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO 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 subject solicitation for: FTEV153009 SOF AMU AND WEAPONS HANGAR FACILITY, HURLBURT FIELD, FLORIDA Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS/DRAWING REVISIONS FOR AMENDMENT NO. 0004 NOTE: THE RECEIPT OF PROPOSAL DATE IS HEREBY REVISED BY THIS AMENDMENT. REFER TO THE ENCLOSED SF1442, SOLICITATION, OFFER & AWARD FORM.

Except as provided herein, all terms and conditions of the document reference 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) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY

(Signature of contracting officer)

16C. DATE SIGNED

NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV. 10-83)

PREVIOUS EDITION UNUSABLE Prescribed by GSA

FTEV153009 SOF AMU AND WEAPONS HANGAR FACILITY W9127820R0104

HURLBURT FIELD, FLORIDA MEF20004

SF 30 Page 2

W9127820R0104-0004

PART I - REVISIONS MADE BY ADDED AND/OR REPLACEMENT PARAGRAPHS/PAGES/SECTIONS

The items listed below are to be replaced by the corresponding added and/or revised paragraphs/pages or sections. Added and/or revised paragraphs/pages or sections are indicated by a note in bottom right hand corner of each paragraph or page. Added sections are hereby made a part of the contract and are to be inserted in the specification in the proper numerical/alphabetical sequence.

Within the specifications, deletions from the specifications are indicated by strikethrough, e.g.: deletions are marked with strikethrough and additions to the specifications including revisions/substitutions are indicated in bold, italic and underlined, e.g.: additions are indicated thus.

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

VOLUME 1

SF1442, Solicitation, Offer & Award Form Revised Block 13.A as indicated herein.

01 00 00 Revised Paragraphs 1.2 and 1.9

01 33 00 Replaced Submittal Register associated with Section 08 71 00

03 35 00.00 10 Deleted Paragraph 3.3.5

VOLUME 2

08 71 00 Revised Paragraphs 1.2 and 3.6 Added Paragraph 2.7

09 06 00 Added Paragraph 2.3.3.5 Revised Paragraphs 2.3.4.2 and 2.3.4.3

10 22 19 Revised Paragraph 2.4

10 26 00 Revised Paragraph 2.3

10 51 13 Revised Paragraphs 2.2.1 and 2.3.1

VOLUME 3

12 50 00.13 10 FFE Attachment, Section 06 - revised pages referencing

Files and Storage Codes F3 and ST3 as indicated herein.

FFE Attachment, Section 11 – replaced pages referencing

Location Codes F3 and ST3 as indicated herein.

12 59 00 Revised Paragraphs 2.7.1, 2.7.4 and 2.7.5

23 00 00 Revised Paragraphs 2.9.2.2 and 2.10.1.1

23 64 10 Added Paragraph 1.7

SF 30 Page 3

W9127820R0104-0004

Corresponding Added or Revised Paragraph SECTION Page, and/or Section

VOLUME 4

41 22 13.14 Revised Paragraphs 1.6.2.1, 1.6.5, 2.1.3, 2.3.11, 2.4.2, 2.4.4, 2.4.5, 2.4.8 and 3.3.6.1

Deleted Paragraph 2.3.1.3

PART II - NOTE: Revised drawings are listed below. These revised drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

Sheet Reference Number Title

COVER SHEET

S-001 GENERAL NOTES

S-502 STANDARD CONCRETE DETAILS

A-701 ROOM FINISH SCHEDULE

A-702 ROOM FINISH LEGEND & GENERAL NOTES

A-712 FINISH PLAN AREA – B

A-714 FINISH PLAN AREA – D

A-741 SIGNAGE SCHEDULE

I-011 FF&E GENERAL NOTES AND LEGEND

I-101 FURNITURE PLAN AREA – A

I-104 FURNITURE PLAN AREA - D

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

M-401 MECHANICAL ENLARGED PLAN

M-601 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

P-401 PLUMBING PARTIAL PLAN

Encl as stated:

Revised page of the specifications as indicated in Part I.

16 Revised drawings as indicated in Part II.

This page was intentionally left blank for duplex printing.

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127820R0104

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

6 NOV 2020

PAGES OF PAGES

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

MEF20004

7. ISSUED BY CODE CT 8. ADDRESS OFFER TO

U.S. ARMY ENGINEER DISTRICT, MOBILE

CONTRACTING DIVISION (CESAM-CT)

109 SAINT JOSEPH STREET

MOBILE, AL 36628-0001

SAME AS BLOCK 7

9. FOR INFORMATION

CALL : Eli Couch Kyle Rodgers

A. NAME

Elisha.N.Couch@usace.army.mil Kyle.M.Rodgers@usace.army.mil

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(251) 690-3354

(251) 690-3356

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):

FTEV153009 SOF AMU AND WEAPONS HANGAR FACILITY, HURLBURT FIELD, FLORIDA

* See Section 01 00 00, Paragraph “COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK”.

**Block 13A. : Refer to Section 00 11 00 for the number of copies to submit with the original offer.

11. The Contractor shall begin performance within _8___ calendar days and complete it within __*__ calendar days after receiving award, notice to proceed.

This performance period is mandatory, negotiable. (See _ __ .)

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and ___**___ copies to perform the work required are due at the place specified in Item 8 by _1400_ (hour) local time 21 DEC 2020 6 JAN 2021 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, is not required.

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than __120__ calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101

STANDARD FORM 1442(REV. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(e)

Revised by Amendment No. W9127820R0104-0004

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than Item 14)

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within _________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation – give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304© ( ) 41 U.S.C. 253© ( )

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (contractor is required to sign this document and return _______ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award,

(b) the solicitation, and (c) the clauses, representations, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

31A. NAME OF CONTRACTING OFFICER (Type or print)

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

STANDARD FORM 1442 BACK (REV. 4-85)

Reissued by Amendment No. W9127820R0104-0004

01 00 00

1.2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to: (1) Commence work under this Contract within 8 calendar days after the date the Contractor receives the Contract Notice To Proceed, (2) Prosecute the work diligently, and (3) Complete the entire work ready for use not later than 900 1125 calendar days (as outlined below) after receipt of Contract Notice To Proceed (NTP). This time stated for completion shall include final cleanup of the premises.

1. The entire work, with the exception of the demolition of Buildings 90825 and 90731; ready for use within 900 days of NTP.

2. Upon completion of all work associated with line 1. above; the GOV will have 90 days to remove all GOV related items from Buildings 90825 and 90731.

3. After the GOV period of 90 days indicated on line 2. above; the Contractor shall complete the entire work associated with the demolition of Buildings 90825 and 90731 within 135 days.

1.9 JOINT OCCUPANCY NOT USED

The Contractor is hereby made aware that Joint Occupancy will be required in the new Maintenance Training Facility to allow the installation of the trainer aircraft by Base personnel and other Contractors as required.

A maximum 4 weeks of Contractor and Government joint occupancy is required before substantial completion, for trainer aircraft installation into the training bay.

Trainer aircraft will be installed by Government, however General Contractor shall coordinate installation of trainer aircraft with Government.

General Contractor shall be responsible for overall Job Site security and safety during joint occupancy period.

Before Contractor and Government joint occupancy, Contractor shall complete following:

a. Notify joint occupancy date to Government not less than 90 days before joint occupancy.

b. Trainer aircraft maneuvering area and wing assembly area as indicated on Drawings shall be ready for Government use before joint occupancy.

(1) Trainer aircraft maneuvering area and wing assembly area will be inspected by Government at least 14 days before joint occupancy.

(2) Contractor shall coordinate lay down area with aircraft assembly area, see Civil Drawings for location.

c. Complete construction of the following areas prior to joint occupancy:

(1) Training bay floor construction:

(a) Floor slab and structure foundation shall be cured and ready for trainer aircraft installation.

(b) Floor finish shall be completed, cured, and tested and ready for use.

(c) All floor stripping shall be completed and ready for use.

(d) Trainer aircraft anchor point on grid F, between grids 4 and 5.

(2) Training bay roof construction:

(a) Roof construction shall be completed and pass all required test.

(3) Training bay ceiling construction:

(a) All ceiling finish shall be installed and ready for use.

(b) All ceiling or overhead structure mounted service element including ceiling fans, lights, and HVAC elements, and controls shall be installed, tested, and commissioned.

(c) Fire alarm/mass notification and fire sprinkler protection system shall be installed and pass all required tests.

(d) Building light and power service shall be ready for Government use.

(4) Training bay exterior wall construction:

(a) Exterior wall shall be completed and weather tight.

(b) Complete power outlet installation for Government use.

d. Do not construct the following before Contractor and Government co-occupancy:

(1) Cage storage area - room 207 and 208.

(2) Wind columns, girts, exterior metal panel, overhead doors, and associate service element on grid A.

e. Complete construction of the following scope after co-occupancy:

(1) Complete fire sprinkler protection positioned inside fuselage, under wings and tail assembly, and under fuselage on aircraft trainer with input/guidance from Users.

(2) Install wind columns, girts, exterior metal panel, overhead doors, and associated elements along grid A.

(3) Install cage storage areas, Rooms 207 and 208.

(Note: The remainder of the section is unchanged by this amendment.)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 1 PAGES

FTEV153009 SOF AMU & Weapons Hangar Facility, Hurlburt Field, FL

08 71 00 SD-02 Shop Drawings

1.3 GManufacturer's Detail Drawings

1.5 GHardware Schedule

2.3.7 GKeying System

SD-03 Product Data

2.3 GHardware Items

2.3.22 GHigh Security

Industrial/Government Key Box

GDesign Wind Load and Tested

Documents

SD-08 Manufacturer’s Instructions

3.1Installation

SD-10 Operation and Maintenance

Data

1.5 GHardware Schedule

SD-11 Closeout Submittals

1.6.1Key Bitting

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

REPLACED BY AMENDMENT NO. W9127820R0104-0004

03 35 00.00 10

03 35 00.00 10

3.3.5 Superflat Finish

Areas as indicated as superflat floors. Take extreme care to meet specified tolerances. If necessary, use special heavy duty, laser guided machines built especially for this Work and experienced, factory-trained operators. Use a long-handled 10 foot "highway type" cutting straightedges plus any other tools necessary to meet the surface tolerance requirements. Conform the surface finish to Paragraph "Troweled Finish".

08 71 00

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Manufacturer's Detail Drawings; G

Hardware Schedule; G

Keying System; G

SD-03 Product Data

Hardware Items; G

High Security Industrial/Government Key Box; G

Design Wind Load and Tested Documents; G

SD-08 Manufacturer's Instructions

Installation

SD-10 Operation and Maintenance Data

Hardware Schedule Items, Data Package 1; G

SD-11 Closeout Submittals

Key Bitting

2.7 WIND LOAD AND DOOR ASSEMBLY TEST

Assembled door hardware, door leaf and door frame needed to meet wind load requirements as indicated on structural drawings.

3.6 HARDWARE SETS

Hardware Sets

Set: 46.0 Doors: 106A, 107A, 108A, 109A, 110A, 121A, 122A, 123A, 203A, 205A, 206A, 207A, 208A, 210A, 226A, 227A, 228A, 231A, 232A, 233A, 303A, 503A, 504A, 505A, 507A, 508A, 510A, 511A, 512A Description: Single Office (Demountable)

1 Cylindrical Office Lock 9K37AB 15D S3 Patented 626 BE

Notes: Balance of hardware (door hinge and door stop) to be provided by demountable partition supplier. Coordinate lock requirements with supplier as needed.

Set: 47.0 Doors: 204A Description: Single Conference (Demountable)

1 Cylindrical Passage Set 9K30N 15D S3 626 BE

Notes: Balance of hardware (door hinge and door stop) to be provided by demountable partition supplier. Coordinate lock requirements with supplier as needed.

(Note: The remainder of Paragraph 3.6 is unchanged by this amendment.)

09 06 00

09 06 00

2.3.3.5 Demountable Partitions

Wall Finish: Match to PA-1 - Sherwin Williams SW7070 Site White

Trim Finish: Match to PA-3 - Sherwin Williams SW7075 Web Gray

2.3.4.2 Paint (Ceilings)

PA-8 - Sherwin Williams SW7007 Ceiling Bright White

PE-1 - Sherwin Williams SW7007 Ceiling Bright White

2.3.4.3 Paint (Soffits)

PA-8 - Sherwin Williams SW7007 Ceiling Bright White

PE-1 - Sherwin Williams SW7007 Ceiling Bright White

10 22 19

10 22 19

2.4 FINISHES

Provide panel finish of factory-applied powder coat steel, and factory painted gypsum board, and magnetic marker board. Provide exposed metal trim finish of factory-applied powder coat. Non-metal panel trim to match panel. Non-metal base and ceiling trim to match panel. Provide factory-applied powder coat doors. Painting must conform to the requirements of Section 09 90 00 PAINTS AND COATINGS. Provide color of all partition component finishes in accordance with Section 09 06 00 SCHEDULE FOR FINISHES. Submit all exposed Partition System Samples to include panel and component finishes and electrical components such as faceplates. Samples must be actual samples and a minimum of 3 by 3 inches in size.

10 26 00

10 26 00

2.3 TRIM, FASTENERS AND ANCHORS NOT USED

Provide vinyl trim, fasteners and anchors for each specific installation as shown.

10 51 13

10 51 13

2.2.1 Double-Tier

Double-tier lockers must be as follows:

Type L-1: Double-tier locker 18 15 inches wide, 15 18 inches deep, and 72 inches high, attached to a 6-inch high closed base.

2.3.1 Steel Sheet

ASTM A1008/A1008M, commercial quality, minimized spangle material. Prepare material surfaces for baked enamel finishing in accordance with FS AA-L-00486.

Fabricate locker bodies from not less than 0.0239-inch 0.0474 inch thick steel sheet.

***AMENDMENT 0004*** SECTION 06

ITEM CODES INDEX AND COST ESTIMATE

CODES DESCRIPTION Est. Unit Cost Qty

Extended Est.

Cost

A1 PERSONAL WASTE RECEPTACLE 14 -$

A2 PERSONAL RECYCLE RECEPTACLE 14 -$

A3 MEDIUM WASTE RECEPTACLE 14 -$

A4 MEDIUM RECYCLE RECEPTACLE 14 -$

A5 MARKERBOARD 96"W x 48"H 4 -$ A6 MARKERBOARD 60"W x 48"H 18 -$

A7 TACKBOARD 48"W X 48"H 12 -$

A8 LECTERN 1 -$

A9 3 STREAM WASTE RECYCLE RECEPTACLE 2 -$

A10 ANALOG WALL CLOCK 4 -$

Subtotal Accessories 97 $ -

C1 ERGONOMIC TASK CHAIR WITH CASTERS 88 -$

C2 ARMLESS TRAINING ROOM CHAIR 121 -$

C3 CONFERENCE SIDE CHAIR 52 -$

C4 SIDE CHAIR 7 -$

C5A TWO SEAT SOFA 1 -$

C5B LOUNGE CHAIR 6 -$

C6 LOUNGE CHAIR - MOTHER'S ROOM 1 -$

C7 CONFERENCE ROOM CHAIR 35 -$

C8 COMMAND SUITE ERGONOMIC TASK CHAIR 6 -$

C9 COMMAND ROOM CONFERENCE ROOM CHAIR 11 -$

C10 CAFÉ CHAIR 52 -$

C11a FIXED OUTDOOR TABLE/CHAIRS - 4 SEAT 10 -$ C11b FIXED OUTDOOR TABLE/CHAIRS - 6 SEAT 2 -$

C12 MID-HEIGHT TASK STOOL - ARMLESS 156 -$

Subtotal Chairs and Seating 548 $ -

D1 FREESTANDING DESK, 8'x6' L-SHAPE WITH OVERHEADS 30 -$

D2 NOT USED 0 -$

D3 FREESTANDING DESK, 6'x6' L-SHAPE WITH OVERHEADS 21 -$

D4 EXECUTIVE WOOD DESK, 8'X6' U-SHAPE WITH OVERHEADS 1 -$

D5 WOOD DESK, 8'X6' L-SHAPE WITH OVERHEADS 5 -$

D6 WOOD RECEPTION DESK, 7'X8' U-SHAPE 1 -$

D7 FREESTANDING DESK, 8'X6' U-SHAPE WITH OVERHEADS 1 -$

Subtotal Desks 59 $ -

ACCESSORIES

CHAIRS AND SEATING

DESKS

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

***AMENDMENT 0004***

DECEMBER 2020

CODES DESCRIPTION Est. Unit Cost Qty

Extended Est.

Cost

F1 LATERALFILE 4-DRAWER 42"W 4 -$

F2 LATERALFILE 4-DRAWER 36"W 8 -$

F3 BOOKCASE STORAGE TOWER - METAL 1 15 -

F4 STORAGE TOWER - WOOD 7 -$

ST1 STORAGE CABINET - 36"W X 18"D X 64"H 8 -$

ST2 STORAGE CABINET - 36"W X 18"D X 28"H 8 -$

ST3 NOT USED BOOKCASE 0 5 -

ST4 MODULAR DRAWER CABINET - 6 DRAWER 30"W X 28"D X

59"H 6 -$

ST5 MODULAR DRAWER CABINET - 8 DRAWER 30"W X 28"D X

59"H

10 -$

ST6 BULK STORAGE RACK - 72"W X 24"D X 72"H 7 -$

ST7 BULK STORAGE RACK - 84"W X 24"D X 72"H 4 -$

ST8 PALLET RACK - 144"W X 42"D X 144"H 12 -$

ST9 PALLET RACK - 108"W X 42"D X 144"H 2 -$

ST10 PALLET RACK - 114"W X 42"D X 96"H 7 -$

ST11 PALLET RACK - 168"W X 48"D X 144"H 8 -$

ST12 BULK STORAGE RACK - 72"W X 30"D X 96"H 6 -$

ST13 BULK STORAGE RACK - 96"W X 36"D X 96"H 4 -$

ST14 MODULAR DRAWER CAB. - 5 DRAWER 60"W X 28"D X 59"H 15 -$

ST15 MODULAR DRAWER CAB. - 6 DRAWER 45"W X 28"D X 44"H 7 -$

ST16 HAZMAT CABINET 3 -$

ST17 MODULAR DRAWER CAB. - 6 DRAWER 60"W X 28"D X 44"H 1 -$

ST18 MODULAR DRAWER CAB. - 12 DRAWER 60"W X 28"D X 44"H 1 -$

ST19 CANTILEVER BARREL STORAGE 1 -$

ST20 PALLET RACK - 114"W X 42"D X 96"H 34 -$

ST21 PALLET RACK - 144"W X 60"D X 144"H 7 -$

ST22 PLASTIC SHELVING - 48"W X 24"D X 75"H 12 -$

ST23 BIN CABINET - 48"W X 24"D X 84"H 4 -$

ST24 MINI MEZZANINE SYSTEM - CTK 1 -$

ST25 MOBILE HIGH DENSITY STORAGE - MECHANICAL ASSIST 1 -$

ST26 MINI MEZZANINE SYSTEM - DASH-21 1 -$

Subtotal Files and Storage 190

FILES AND STORAGE

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

***AMENDMENT 0004***

CODES DESCRIPTION Est. Unit Cost Qty

Extended Est.

Cost

T1 RECTANGULAR CONFERENCE TABLE 144" X 48" 1 -$

T2 RECTANGULAR CONFERENCE TABLE 144" X 60" 1 -$

T3 RECTANGULAR CONFERENCE TABLE 168" X 60" 1 -$

T4 READY ROOM TABLE - 144" X 48" X 36"H 8 -$

T5 READY ROOM TABLE - 120" X 48" X 36H 2 -$

T6 NOT USED 0 -$

T7 TRAINING TABLE - 60" X 24" 23 -$

T8 CAFÉ TABLE - 36" SQUARE 11 -$

T9 ROUND SIDE TABLE 2 -$

T10 CAFÉ TABLE - 30" X 60" 2 -$

WB1 WORK BENCH - 72"W X 36"D 9 -$

WB2 WORK BENCH - ISSUE COUNTER - 72" X 30" 2 -$

WB3 WORK BENCH - 60"W X 30"D 7 -$

WB4 NOT USED 0 -$

WB5 WORK BENCH - 48"W X 36"D 1 -$

Subtotal Tables 70 $ -

E1 REFRIGERATOR 6 -$

E2 COUNTERTOP MICROWAVE 7 -$

E3 ICE MAKER 1 -$

E4 COFFEE MAKER 2 -$

E5 UNDERCOUNTER REFRIGERATOR ADA 1 -$

E6 UPRIGHT FREEZER 1 -$

E7 WELDED SECURITY CART - 60" X 30" X 58" 2 -$

E8 SPILL CONTAINER 1 -$

E9 E-TOOL CABINET 1 -$

E10 E-TOOL LOCKER 6 -$

Subtotal Tables 28 $ -

WS1 PANEL BASED WORKSTATION - 8'X8' U-SHAPE 11 -$

WS2 NOT USED 0 -$

WS3 PANEL BASED WORKSTATION - 6'X7' L-SHAPE 6 -$

WS4 INDUSTRIAL BENCHING WORKSTATION - 2'X6' 36 -$

WS5 INDUSTRIAL BENCHING WORKSTATION - 2'X4' 3 -$

WS6 INDUSTRIAL WORKBENCH STATION - 8'X7' L-SHAPE 18 -$

Subtotal Systems Furniture 74 $ -

TABLES

EQUIPMENT

SYSTEMS FURNITURE

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

***AMENDMENT 0004***

CODES DESCRIPTION Est. Unit Cost Qty

Extended Est.

Cost

5% $ - 5.6% $ -

SUB-TOTAL $ -

7% $ -

SUB-TOTAL $ -

5% $ -

ESTIMATED INSTALLATION 14% $ -

ESTIMATED FREIGHT

SUMMARY

SUB-TOTAL

CONTINGENCY

SIOH %

STATE TAX

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

***AMENDMENT 0004***

SECTION 11

FILES AND STORAGE

Location Code F3 PERSONAL STORAGE TOWER

FSC Group SOURCE: 71

CATEGORY: 71 1

GSA Contract Number GS-27F-0013V Expiration Date March 8, 2024

Contractor Teknion LLC 350 Fellowship Road Mt. Laurel, NJ 08054 www.teknion.com

Contract Administration Source and Center Line Associates Ordering Address 88 Beal Parkway NW Suite B

Fort Walton Beach, FL 32548 Contact: Alyssa Chambless Email: alyssa@centerlineassociates.com

PH: 850-362-0019

Catalog Name: Ledger Storage Locker Catalog Number: LSL5124F(L/R)D1A72 Catalog Description:

Dimensions: 24"W x 24"D x 65.6"H Finishes: Paint: MTL-2

Building- Room Number / Name Quantity

104 SNC LOGISTICS MANAGER 1

108 SNC FIELD MANAGER 1

109 SNC AIRCRAFT MAINTENANCE

MANAGER 1

110 SNC QUALITY ASSURANCE 1

118 SUPPORT SECTION NCOIC 1

122 CRANE FIELD SERVICE LEAD 1

123 ARMAMENT FLIGHT CHIEF 1

228 SENIOR SUPERINTENDENT 1

231 SENIOR SUPERINTENDENT 1

303 PRIVATE SUPPORT NCOIC 1

503 SENIOR SUPERINTENDENT 1

507 SPO 1

508 AFETS 2

510 LEAD PRODUCTION

SUPERINTENDENT 1

Total Quantity 15 end of order data

Half Wardrobe Unit with File/File ‐ Metal Construction Left or Right handed depending on location.

1 cabinet case, doors and drawers, as specified, adjustable coat rod, adjustable shelf, 12" drawer – A4/letter conversion rails, hanging file bar, lock and keys.

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

Replaced by Amendment No. W9127820R0104-0004

SECTION 11

FILES AND STORAGE

Location Code ST3 BOOKCASE

FSC Group SOURCE: 71

CATEGORY: 71 1

GSA Contract Number GS-27F-0013V Expiration Date March 8, 2024

Contractor Teknion LLC 350 Fellowship Road Mt. Laurel, NJ 08054 www.teknion.com

Contract Administration Source and Center Line Associates Ordering Address 88 Beal Parkway NW Suite B

Fort Walton Beach, FL 32548 Contact: Alyssa Chambless Email: alyssa@centerlineassociates.com

PH: 850-362-0019

Catalog Name: Bookcase - 6 Shelf Catalog Number: LBT40L1530 Catalog Description:

Dimensions: 30"W x 15"D x 75.2"H Finishes: Paint: MTL-2

Building- Room Number / Name Quantity

115 POTFF 1

502 CREW CHIEFS TEAM ROOM 3

504 ASST. SEC CHIEF 1

Total Quantity 5 end of order data

Steel bookcase with 5 adjustable shelves.

SOF AMU AND WEAPONS HANGAR

HURLBURT FIELD, FL

Replaced by Amendment No. W9127820R0104-0004

12 59 00

12 59 00

2.7.1 Coat Hook NOT USED

Provide one mounted coat hook per workstation.

2.7.4 CPU Holder NOT USED

Provide a mounting to support the computer hard drive. Desk top and floor locations are not acceptable.

2.7.5 Slat Tile NOT USED

Provide slat tile with channels to accommodate attachments such as monitor arm, task light and organizer accessories. Slat tile must be integral to the panel and not attached to the surface of the panel.

23 00 00

2.9.2.2 Electric Heating Coil NOT USED

Provide an electric duct heater coil in accordance with UL 1995 and NFPA 70.

Provide unit-mounted coil. Provide nickel chromium resistor, open coil, derated to a maximum watt density of 45 watts per square inch, with airflow switches, automatic-reset functional limits, automatic high-temperature limits, and manual-reset high-temperature limits. Provide coil with a built-in or surface-mounted high-limit thermostat interlocked electrically so that the coil cannot be energized unless the fan is energized. Provide galvanized steel or aluminum coil casing and support brackets. Mount coil to eliminate noise from expansion and contraction and for complete accessibility for service.

2.10.1.1 Casings

Provide the following:

a. Casing section shall be 2 inches thick double wall type with closed cell injected foam insulation to form a structural panel with thermal breaks and no through metal connections. Panels shall be made of galvanized steel for inner and outer surfaces. Casing shall withstand up to 8 inches w.g.

positive or negative static pressure with L/240 deflection at plus or minus 8 inches w.g., and shall not exceed leakage class 9 (Cl = 9) per ASHRAE Std. 111 at 1.25 times the operating static pressure.

b. Individually removable exterior panels with standard tools. Removal must not affect the structural integrity of the unit. Furnish casings with access sections, according to Paragraph "Air Handling Units", inspection doors, and access doors, all capable of opening a minimum of 90 degrees, as indicated.

c. Insulated, fully gasketed, double-wall type inspection and access doors, of a minimum 18 gauge outer and 20 gauge inner panels made of either galvanized steel or corrosion-resisting sheet steel conforming to ASTM A167, Type 304 of same construction as unit casing. Provide rigid doors with heavy duty hinges and latches. Inspection doors must be a minimum 12 inches wide by 12 inches high. Access doors must be a minimum 24 inches wide, the full height of the unit casing or a minimum of 6 foot, whichever is less. Install a minimum 8 by 8 inches sealed glass window suitable for the intended application, in all access doors.

d. Double-wall insulated type drain pan (thickness equal to exterior casing) constructed of 16 gauge corrosion resisting sheet steel conforming to ASTM A167, Type 304, conforming to ASHRAE 62.1. Construct drain pans water tight, treated to prevent corrosion, and designed for positive condensate drainage. When 2 or more cooling coils are used, with one stacked above the other, condensate from the upper coils must not flow across the face of lower coils. Provide intermediate drain pans or condensate collection channels and downspouts, as required to carry condensate to the unit drain pan out of the air stream and without moisture carryover. Construct drain pan to allow for easy visual inspection, including underneath the coil without removal of the coil and to allow complete and easy physical cleaning of the pan underneath the coil without removal of the coil.

Provide coils that are individually removable from the casing.

e. A latched and hinged inspection door, in the fan and coil sections. Plus additional inspection doors, access doors and access sections where indicated.

23 64 10

23 64 10

1.7 WARRANTY

Provide equipment with 5-year manufacturer's parts and labor warranty.

41 22 13.14

1.6.2.1 Inspection of Steel Castings

Visually inspect and test load-carrying steel using ultrasonic testing, or provide vendor inspection report. Reference allowable degree of discontinuities to ASTM E125, and relationship to service loads and stresses, critical configuration, location and type. All load bearing components, couplings, shafts, and gears, in the hoist drive train must be rolled or forged steel, except brake drums which may be ductile iron. Methods of repairing the discontinuities is subject to review by the Contracting Officer.

1.6.5 Design Data: Load and Sizing Calculations

Submit calculations reviewed, signed and sealed by a Registered Professional Engineer verifying the sizing of the bridge girder, end trucks, travel drives, and overcurrent protection for motors, controllers, and branch circuits. Submit complete list of equipment and materials, including manufacturer’s descriptive data and technical literature, performance charts and curves, catalog cuts, and installation instructions. Submit calculations reviewed, signed, and sealed by a registered professional engineer verifying the load cases, sizing of the bridge girders, end trucks, travel drives, brake selections, and overcurrent protection for motors, controllers, and branch circuits. Provide a list of all codes and standards, design assumptions, equations, specified efficiencies, limits, factors of safety, component ratings, and sources of values used. Include free body diagrams or sketches of each load case.

2.1.3 Hoist

Provide hoist conforming to ASME B30.2 and CMAA 70 Class C or better, double reeved, except as modified and supplemented in this Section. Equip hoist with a spring set, electro-mechanically released brake plus a mechanical load brake.

Standard commercial hoist and trolley units (packaged units), if used, must meet ASME HST-4 Duty Class H4 or better. Equip hoist with a minimum of two holding brakes.

2.3.1.3 Micro-Drives

Provide the following crane motions with a separate micro-drive: Main hoist and trolley drive. The micro-drives are used to precisely position loads. Each micro-drive must consist of an electric motor, gear reducer, magnetic coupling clutch and necessary controls. Connect the output shaft of the reducer to an extension of the primary drive high-speed shafting with a magnetic coupling clutch. Coupling must normally be disengaged and engage only if the micro-drive is required. Electrical clutch components required for proper operation must conform to the requirements specified in paragraph ELECTRICAL COMPONENTS. provide magnetic coupling type CLUTCHES, which engage and disengage the micro-drives from the high speed shafts of the main drive arrangement. The clutch must be engaged by electromagnet and released by springs. Provide clutch ratings not less than 150 percent of the micro-motor rated torque as amplified by the intervening gearing. Clutch enclosures must facilitate easy access for wear inspection of the friction elements and visual examination of the clutch assemblies.

2.3.11 Hoist Brakes

Equip hoist with both a spring set, electro-mechanically or thruster released shoe or disc brake, plus a mechanical load brake. The mechanical load brake and the electro-mechanical or thruster brake must each, independently, stop and hold 131.25 percent of rated capacity. The electro-mechanical or thruster brake must be adjustable to 50 percent of its rated capacity, and must have an externally accessible means of manual release. Equip hoist with a minimum of two brakes, each with a minimum torque rating of 125 percent of the rated load hoisting torque. Two electro-mechanical brakes are recommended. Designate each brake as primary or secondary with the primary brake being the brake mounted closer to the motor.

Electro-mechanical or thruster brake must be adjustable to 50 percent of its rated capacity, and must have an externally accessible means of manual release.

On drives where the brakes are utilized as holding brakes only, torque adjustment is not required. The brakes must be equipped with a manual self-return to ON brake release and designed to permit inspection and adjustment without disassembly of the brake.

2.4.2 Controls

All motors must run smoothly, without torque pulsations at the lowest speed and be energized at a frequency not exceeding 60 HZ at the highest speed.

Controls for the bridge drive, trolley drive, and hoist drive. Ensure that an energized drive motor initially rotates only in the direction selected by the operator by activating the corresponding direction; i.e., is not overhauled.

The motor control systems must be provided with resistive or reactive reduced voltage starting, acceleration, and deceleration utilizing, for each, separate banks of voltage reducing resistors or reactors and timing relays.

On deceleration, resistors or reactors must be inserted into the motor's high speed leads prior to de-energization of the high speed contactor. Acceleration and deceleration must be smooth. Provide the bridge and trolley motor control systems with a drift point between OFF and the first speed control point in each direction. The use of definite purpose contactors is prohibited. If IEC contactors are used, the application cannot exceed the contactor manufacturer's AC3 ratings for the contactor at a minimum. All contactors must be NEMA rated.

Feed control circuits from a single phase, air cooled, double wound transformer with a grounded metal screen between the primary and secondary windings of the transformer.

2.4.4 Resistors

Provide resistors rated for continuous duty operation based upon the motor nameplate amperes Provide resistors with natural convection cooling sized as recommended and fabricated of corrosion resistant metal; the use of "wire wound" type resistors is prohibited for segments of 8 ohms or less. Mount resistors in substantial, ventilated enclosures constructed entirely of non-combustible materials. Provide resistors with terminals fitted in the coolest position in the enclosure.

2.4.5 Reactors

Provide line reactors rated for continuous duty operation based upon the motor nameplate amperes, if required. Select reactors for 60 Hz operation and having taps for field adjustment of inductance so as to permit achievement of the optimum acceleration characteristics for the drive. For a drive motor branch circuit that exceeds 100 feet in length, the reactor must also be connected in series with the controller load (output) terminals to provide standing wave protection.

2.4.8 Overload Protection

Provide overload protection for bridge, runway, and hoist systems. Hoist overload protection must be adjustable between 80 and 150 percent of hoist capacity. Provide a capacity overload protective device for all hoist systems using VFD drive capacity overload protection (separate from torque limiting feature of the VFD), or using a load indicating device. Set hoist capacity overload protection at 150 percent. Hoist capacity overload protection must be adjustable between 80 and 150 percent of hoist capacity.

Provide a keyed override or other means to disable the hoist capacity overload protection when performing a load test. If a non-adjustable slip clutch is utilized the factory setting is acceptable and must be identified.

3.3.6.1 Hoist

Disconnect or adjust the overload limit device to allow the hoist to lift the test load. Proof test the overload limit device after it is reconnected.

a. Static Load Test 125 percent only: Check entire structure, holding brake and hoisting components as follows: With the trolley in the center of the bridge span, raise the test load approximately one foot. Hold the load for 10 minutes. Rotate the load and hook 360 degrees to check bearing operation with no binding. Observe lowering that may occur which indicates a weakness in the structure or malfunction of hoisting components or brakes. Verify that maximum beam and girder deflections do not exceed CMAA 70 design limits.

b. Raise and lower and test load through the full lift range. Lower the load to the floor, wait 5 minutes, then raise and lower the load through two more cycles. As a minimum, operate in each speed for each test load. In addition, the dynamic test of test load sequence number 2 (125 percent of rated load) must be repeated for 10 cycles at rated speed, in order to demonstrate proper operation and repeatability of all functions without component overheating or malfunction. Completely stop the machinery at least once in each direction during each cycle to ensure proper brake operation. Do not stop hoist for more than 15 seconds prior to commencing the next cycle.

c. Hoist Load Brake 125 percent only (if present): Raise test load approximately 5 feet. With the hoist controller in the neutral position, release (by hand) the holding brake. Document the method used to release the holding brake. The load brake must hold the test load. Again with the holding brake in the released position start the test load down (first point) and return the controller to the "off" position as the test load lowers. The load brake must stop and hold the test load.

d. Hoist Loss of Power Test 125 percent only: Raise the test load to approximately 8 feet. While slowly lowering the test load (first point), disconnect the crane's power source. Verify that the test load does not lower and that the brake is set.