W9127821R0050 AM02.pdf

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

1 3

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

W9127821R0050-0002 3 AUGUST 2021 MEY21001

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.

W9127821R0050

9B. DATED (SEE ITEM 11)

9 JULY 2021

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: SOF SPECIAL TACTICS OPERATIONS FACILITY, HURLBURT FIELD, FLORIDA

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS FOR AMENDMENT NO. 0002

NOTE: THE RECEIPT OF PROPOSAL DATE IS HEREBY REVISED BY THIS AMENDMENT. REFER TO BLOCK 13.A OF THE SF1442.

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

SOF SPECIAL TACTICS OPERATIONS FACILITY W9127821R0050

HURLBURT FIELD, FLORIDA MEY21001

SF 30 Page 2 W9127821R0050-0002

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

SF1442 Revised Block 13.A as indicated herein.

01 00 00 Revised Paragraphs 1.9 and 1.17 as indicated herein.

05 12 00 Revised Paragraphs 2.6.2 and 2.6.2.1 as indicated herein.

09 65 00 Added Paragraphs 2.11 and 3.11.

09 90 00 Revised Paragraph 3.12.2 as indicated herein.

PART II - NOTE: Revised, replacement and added drawings are listed below.

These revised, replacement and added drawings are to be inserted into the folio in the proper numerical sequence. Drawings that have been revised or replaced by this amendment shall be deleted from the folio. All drawings listed below are revised unless indicated otherwise.

SHT

REF. TITLE OF DRAWINGS

COVER SHEET

CS401 RIGID PAVEMENT JOINTING PLAN

CS402 RIGID PAVEMENT JOINTING PLAN

CS403 ADDITIVE ITEM NO 1 SITE LAYOUT PLAN

CS501 MISCELLANEOUS SITE DETAILS

CS502 RIGID PAVEMENT DETAILS

CS509 ACCESS DRIVES CROSS SECTIONS

CG105 SITE GRADING AND DRAINAGE PLAN

CG106 SITE GRADING AND DRAINAGE PLAN

CG401 RIGID PAVEMENT JOINTING PLAN GRADES

SF 30 Page 3 W9127821R0050-0002

CG402 RIGID PAVEMENT JOINTING PLAN GRADES

CG403 BID OPTION 1 SITE GRADING PLAN

CG405 RIGID PAVEMENT JOINTING PLAN GRADES – ADDITIVE OPTION NO.

CG506 DETENTION BASIN DETAILS

CU103 SITE UTILITY LAYOUT PLAN

CU104 SITE UTILITY LAYOUT PLAN

CU105 SITE UTILITY LAYOUT PLAN

CU106 SITE UTILITY LAYOUT PLAN

LP105 LANDSCAPE PLANTING PLAN

S-112 FIRST FLOOR SLAB PLAN – BLOCK 1

S-113 FIRST FLOOR SLAB PLAN – BLOCK 2

S-505 DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR SCHEDULE

MH311 MECHANICAL HIGH ROOF COMPOSITE PLAN (ADDED)

M-702 DETAILS (ADDED)

M-703 DETAILS (ADDED)

M-705 DETAILS (ADDED)

M-706 DETAILS (ADDED)

Q-112 SPECIALTY EQUIPMENT – BLOCK 1A

Q-113 SPECIALTY EQUIPMENT – BLOCK 1B

Q-114 SPECIALTY EQUIPMENT – BLOCK 1C

Q-115 SPECIALTY EQUIPMENT – BLOCK 1D

Q-116 SPECIALTY EQUIPMENT – BLOCK 1F

Q-117 SPECIALTY EQUIPMENT – BLOCK 1G

Q-122 SPECIALTY EQUIPMENT – BLOCK 2A

Q-123 SPECIALTY EQUIPMENT – BLOCK 2B

Q-131 ENLARGED FIRST FLOOR ROOMS

Q-132 ENLARGED SECOND FLOOR ROOMS

Encl as stated Revised pages of the specifications as indicated in Part I.

34 Revised drawings as indicated in Part II.

5 Added drawings as indicated in Part II.

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127821R0050

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

9 JULY 2021

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.

MEY21001

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 : Lanell Roberts

Kimberly Brackett

A. NAME

Lanell.A.Roberts@usace.army.mil Kimberly.L.Brackett@usace.army.mil

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) 251-694-3859 251-441-5170

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):

SOF SPECIAL TACTICS OPERATIONS FACILITY (23STS) FTEV103005, 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 9 16 AUGUST 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. W9127821R0050-0002

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(c) ( ) 41 U.S.C. 253(c) ( )

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)

SECTION 01 00 00

01 00 00

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.

1.17 ELECTRONIC MAIL SYSTEM

The Contractor shall provide and maintain for the life of this contract an electronic mail system which shall interface, connect to and be compatible with the existing electronic mail system in the Corps of Engineers Resident Office at Hurlburt Field, FL. The Contractors electronic mail system shall transfer and receive correspondence between the Resident Office without loss or modification of formatting codes or special characters.

The Resident Office is currently utilizing Exchange/MS Outlook for Windows and is Internet accessible. The Corps Internet E-mail gateway accepts binary files in uuencoded format, with a limit of 6Mb per E-mail message.

Internet messages may be sent to any Mobile District Corps of Engineers

Employee using the form <First Name>.<Middle Initial>.<Last Name>@usace.army.mil without the brackets surrounding the names.

During construction, all Requests For Information (RFIs) including field sketched drawings shall be transmitted to the Corps of Engineers Resident Office at Hurlburt Field, FL. in an electronic format. The RFIs shall be saved into a ".pdf" format using Adobe Acrobat 9.0 software. All RFIs shall be forwarded to the Project Engineer assigned to the project, and Resident Engineer. The Contractor shall contact the Resident Engineer, Mr. Steve Godbee Steve Roscovius, at (850)884-4370 for email addresses of those responsible for the project.

The Contractor's electronic mail system shall have the capability of sending and receiving text, graphic, and drawing files developed on the following software:

1) Microsoft Word, Version 2013 or newer

2) Microsoft Excel, Version 2013 or newer

3) AutoCad, Version 2014 or newer

4) Adobe Acrobat, Version 9.0 or newer

The Contractor shall bear the responsibility to ensure total hardware and software compatibility with the Government's system when transferring and receiving information.

Within ten (10) days after receipt of NTP, the Contractor shall submit for approval an electronic mail system plan which details the hardware, software, communication paths, processes and procedures

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

SECTION 05 12 00

05 12 00

2.6.2 Shop Primer

SSPC PAINT 20 or SSPC PAINT 29, (zinc rich primer). Fabricator’s standard shop primer. Shop prime structural steel, except as modified herein, in accordance with SSPC PA 1. Do not prime steel surfaces embedded in concrete, galvanized surfaces, or surfaces within 0.5 inch of the toe of the welds prior to welding (except surfaces on which metal decking and shear studs are to be welded). If flash rusting occurs, re-clean the surface prior to application of primer. Apply primer to a minimum dry film thickness of 2.0 mil. Submit shop primer product data.

Prior to assembly, prime surfaces which will be concealed or inaccessible after assembly. Do not apply primer in foggy or rainy weather; when the ambient temperature is below 45 degrees F or over 95 degrees F; or when the primer may be exposed to temperatures below 40 degrees F within 48 hours after application, unless approved otherwise by the Contracting Officer.

Repair damaged primed surfaces with an additional coat of primer.

2.6.2.1 Cleaning

SSPC SP 6/NACE NO.3, except steel exposed in spaces above ceilings, attic spaces, furred spaces, and chases that will be hidden to view in finished construction may be cleaned to SSPC SP 3 when recommended by the shop primer manufacturer. SSPC SP2 or SSPC SP3. Maintain steel surfaces free from rust, dirt, oil, grease, and other contaminants through final assembly.

SECTION 09 65 00

09 65 00

2.11 STATIC CONTROL RUBBER TILE (RT1)

Conform to ASTM F1344 Class 1 homogeneous, Type B (through mottled).

Provide hammered profile. Provide size and overall thickness as indicated on finish legend. Electrical resistance: 1 1000 MΩ - 1 x 109 in accordance with ASTM F150. Static Generation: <20 V with ESD Shoes in accordance with

AATCC-134.

3.11 PLACING STATIC CONTROL RUBBER TILE

Install rubber tile and accessories in accordance with manufacturer's printed installation instructions. Prepare and apply adhesives in accordance with manufacturer's printed directions. Provide square, symmetrical, tight, and even flooring lines and joints. Keep each floor in true, level plane, except where slope is indicated. Vary width of edge tiles as necessary to maintain full-size tiles, except where irregular-shaped rooms makes it impossible. Cut flooring to fit around all permanent fixtures, built-in furniture and cabinets, pipes, and outlets. Cut, fit, and scribe flooring to walls and partitions after field flooring has been applied.

SECTION 09 90 00

09 90 00

3.12.2 Interior Paint Tables

DIVISION 3: INTERIOR CONCRETE PAINT TABLE

A. Concrete Floors at Communications Rooms:

1. Heavy-duty low VOC static control sealer for concrete substrates, enhanced urethane topical sealer, electrical resistance per ANSI/ESD STM7.1-2013: greater than 1.0E04, less than 1.0E09. Apply two coats in accordance with manufacturers recommendations.

B. Epoxy MPI INT 3.2C-G6 (Gloss)

Primer: One coat, Bisphenol-A epoxy with 100% solids applied by squeegee and backroll

Intermediate: One coat, Epoxy with 100% solids applied by metal trowel with pigmented aggregates

Topcoat: One coat, Bishenol A, pigmented epoxy with 100% solids

Seal Coat: One coat aliphatic pigmented polyurethane with high solids.

Finish as indicated on Finish Legend. Application, curing, and cleaning per manufacturer's instructions.

DIVISION 4: INTERIOR CONCRETE MASONRY UNITS PAINT TABLE

A. New Concrete masonry:

1. Institutional Low Odor / Low VOC Latex New; MPI INT 4.2E-G3 (Eggshell) Filler Primer: Intermediate: Topcoat:

MPI 4 N/A MPI 145 MPI 145

System DFT: 4 mils

2. Epoxy

MPI INT 4.2G-G6 (Gloss)

DIVISION 4: INTERIOR CONCRETE MASONRY UNITS PAINT TABLE

Filler: Primer: Intermediate: Topcoat:

MPI 116 N/A MPI 77 MPI 77

System DFT: 10 mils

Fill all holes in masonry surface

DIVISION 5: INTERIOR METAL, FERROUS AND NON-FERROUS PAINT TABLE

INTERIOR STEEL / FERROUS SURFACES

A. Metal, Mechanical, Electrical, Fire extinguishing sprinkler systems including valves, conduit, hangers, supports, Surfaces adjacent to painted

SECTION 09 90 00

surfaces (Match surrounding finish), exposed copper piping, and miscellaneous metal items not otherwise specified except floors, hot metal surfaces, and new prefinished equipment:

1. High Performance Architectural Latex MPI INT 5.1R-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 79 MPI 141 MPI 141

System DFT: 5 mils

B. Miscellaneous non-ferrous metal items not otherwise specified except floors, hot metal surfaces, and new prefinished equipment. Match surrounding finish:

1. High Performance Architectural Latex MPI INT 5.4F-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 95 MPI 139 MPI 139

System DFT: 5 mils

DIVISION 9: INTERIOR PLASTER, GYPSUM BOARD, TEXTURED SURFACES PAINT

TABLE

A. New Wallboard not otherwise specified:

1. High Performance Architectural Latex - High Traffic Areas New; MPI INT 9.2B-G2 (Flat) / Existing; MPI RIN 9.2B-G2 (Flat) Primer: Intermediate: Topcoat:

MPI 50 MPI 138 MPI 138

System DFT: 4 mils

New; MPI INT 9.2B-G3 (Eggshell) / Existing; MPI RIN 9.2B-G3 (Eggshell) Primer: Intermediate: Topcoat:

MPI 50 MPI 139 MPI 139

System DFT: 4 mils

New; MPI INT 9.2B-G5 (Semigloss) / Existing; MPI RIN 9.2B-G5 (Semigloss) Primer: Intermediate: Topcoat:

MPI 50 MPI 141 MPI 141

System DFT: 4 mils

B. New Wallboard indicated to receive "Liquid Glaze":

1. Epoxy

DIVISION 9: INTERIOR PLASTER, GYPSUM BOARD, TEXTURED SURFACES PAINT

TABLE

New; MPI INT 9.2E-G5 (Semigloss) / Existing; MPI RIN 9.2D-G5 (Semigloss) Primer: Intermediate: Topcoat:

None MPI 153 MPI 153 System DFT: 4 mils