W9127821R0050 AM04.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)

W9127821R0050-0004 16 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. 0004

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 W9127821R0050-0004

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

Table of Contents Revised as indicated herein.

SF1442 Revised Block 13.A as indicated herein.

Explanation of Bid Items Revised as indicated herein.

01 33 00 Added Submittal Registers associated with

Section 13 35 00.

13 35 00 Added Section 13 35 00 and Attachment A in its entirety.

22 00 00 Revised Paragraphs 3.1.7.2, 3.4.1, and 3.4.2 as indicated herein.

23 00 00 Revised Paragraph 2.10.3 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

PW113 FIRST FLOOR WASTE PLAN - BLOCK 1B

PW116 FIRST FLOOR WASTE PLAN - BLOCK 1F

PW203 SECOND FLOOR WASTE PLAN - BLOCK 2B

P-403 ENLARGED WASTE PLAN

P-407 ENLARGED WATER PLAN

SF 30 Page 3 W9127821R0050-0004

P-503 PLUMBING DETAILS

P-702 PLUMBING WASTE RISER DIAGRAM

P-703 PLUMBING WASTE RISER DIAGRAM

P-801 PLUMBING SCHEDULES

FA-122 SECOND FLOOR FIRE ALARM PLAN - BLOCK 2A

FA-601 RISER DIAGRAM & SCHEDULES - FIRE ALARM

FX-001 REFERENCE SHEET – SPRINKLER

FX-114 FIRST FLOOR SPRINKLER PLAN - BLOCK 1C

FX-115 FIRST FLOOR SPRINKLER PLAN - BLOCK 1D

FX-116 FIRST FLOOR SPRINKLER PLAN - BLOCK 1F

FX-117 FIRST FLOOR SPRINKLER PLAN - BLOCK 1G

FX-123 SECOND FLOOR SPRINKLER PLAN - BLOCK 2B

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

18 Revised drawings as indicated in Part II.

TOC Page 1 of 6 Revised by Amendment No. W9127821R0050-0004

TABLE OF CONTENTS

VOLUME 1 OF 4

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

Contract Clauses

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTION TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND SUPPORTING

DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

PROJECT SIGNS

FORM DD1354

FORM DD1354 CHECKLIST

WAGE RATES

01 00 01 GENERAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTERS

ENGINEERING FORM 4025R

01 33 29 SUSTAINABILITY REPORTING

AIR FORCE SUSTAINABILITY REQUIREMENTS SCORESHEET

DOD GUIDING PRINCIPLES COMPLIANCE FOR NEW

CONSTRUCTION & MODERNIZATION SCOPING CHECKLIST

PROOF OF REGISTRATION

DOD GUIDING PRINCIPLES COMPLIANCE - THIRD-PARTY DESIGN

ASSESSMENT REPORT

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

STATEMENT OF SPECIAL INSPECTIONS

SCHEDULE OF SPECIAL INSPECTIONS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS – HURLBURT STANDARD

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

TOC Page 2 of 6

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

VOLUME 2 OF 4

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

TOC Page 3 of 6

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 COILING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 22 19 DEMOUNTABLE AND MOVABLE PARTITIONS

10 22 26.13 ACCORDION FOLDING PARTITIONS

10 28 13 TOILET ACCESSORIES

10 99 00 MISCELLANEOUS BUILDING SPECIALTIES

DIVISION 12 – FURNISHINGS

12 50 00.13 10 FURNITURE, EQUIPMENT AND FURNITURE INSTALLATION

DIVISION 13 - SPECIAL CONSTRUCTION

13 35 00 RAPPEL TOWER AND SIMULATOR

ATTACHMENT A – BUILDING CONCEPT

DIVISION 14 – CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

TOC Page 4 of 6

DIVISION 21 – FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

VOLUME 3 OF 4

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 14 29.00 40 SUMP PUMPS

22 15 13.16 40 HIGH-PRESSURE COMPRESSED-AIR PIPING, PIPING COMPONENTS, AND

VALVES, STAINLESS

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE EXHAUST REMOVAL SYSTEM(S)

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 HEATING HOT WATER AND CHILLED WATER PIPING SYSTEMS

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 – ELECTRICAL

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 36 00.00 10 NON-AUTOMATIC TRANSFER SWITCHES

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

TOC Page 5 of 6

27 05 29.00 10 PROTECTIVE DISTRIBUTION SYSTEM (PDS) FOR SIPRNET

COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

VOLUME 4 OF 4

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 GRADED-CRUSHED AGGREGATE BASE COURSE

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 14 13.13 INTERLOCKING PRECAST CONCRETE UNIT PAVING

32 16 19 CONCRETE HEADER CURBS, MAINTENANCE STRIPS, AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 CHAIN LINK FENCES AND GATES

32 84 24 TEMPORARY IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING (HDD)

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 51 15 NATURAL-GAS

33 61 13.13 PREFABRICATED UNDERGROUND HYDRONIC ENERGY DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

TOC Page 6 of 6

APPENDICES

APPENDIX A BORING LOCATION PLAN & BORING LOGS

APPENDIX B COMPREHENSIVE INTERIOR DESIGN (CID)/FURNISHINGS, FIXTURES &

EQUIPMENT (FF&E) (PROVIDED ELECTRONICALLY ONLY)

END OF TABLE OF CONTENTS

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 19 25 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)

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)

Explanation of Bid Items page - 1

EXPLANATION OF BID ITEMS

GENERAL:

This section comprises an explanation of the bid items identified in the Bidding Schedule. This section is a general scope of work for the bid items described in the Bidding Schedule and is not intended to be all encompassing in the description. All work specified herein shall be accomplished in accordance with the procedures prescribed in the technical provisions of the specifications and the plans/details as shown on the contract drawings. The contractor shall bid each type of work under the applicable bid item. Measurement for payment will not be made. Payment described for the various bid items will be full compensation for all labor, materials, and equipment required to complete the work.

Compensation for any item of work described in the contract but not listed in the bid schedule shall be included in the payment for the item of work to which it is made subsidiary.

BASE BID

Bid Item No. 1: Construct SOF Special Tactics Operations Facility

Payment under Bid Item No. 1 "Construct SOF Special Tactics Operations Facility" shall constitute full compensation for furnishing and installation of all materials, plant, tools, labor costs, and other associated incidentals necessary to complete the construction of the Facility, as required by the contract document drawings and specifications to a point 5 feet outside the overall building footprint.

Bid Item No. 2: Construct All Site Work Improvements and Utilities for SOF Special Tactics Operations Facility (unless listed separately

Payment under Bid Item No. 2 "Construct All Site Work Improvements and Utilities for SOF Special Tactics Operations Facility (unless listed separately)" shall constitute full compensation for furnishing and installation of all materials, plant, tools, labor costs, and other associated incidentals necessary to complete the construction of the work beyond the 5 foot building lines of the facility.

Work includes, but not limited to, sitework as required by the contract document drawings and specifications, clearing, grubbing, and grading the site, hauling fill material, the installation of exterior utilities, pavements, sod, site improvements, equipment enclosure, and demolition of existing site improvements.

Bid Item No. 3: Okaloosa Gas District (Privatized Natural Gas Utility) Meter and Installation Fee

Payment under Bid Item No. 3 “Okaloosa Gas (Privatized Gas Utility) Meter and Connection Fee” shall constitute full compensation for a set $18,000 payment to Okaloosa Gas District for the Privatized Gas Utility Company (Okaloosa Gas District) to install ground site gas infrastructure and provide the meter for the SOF Aircraft Maintenance Unit (AMU) and Weapons Hangar. Okaloosa Gas District will install all natural gas piping to the meter within five (5) feet of the building.

Contractor is responsible for natural gas meter and line installation from 5 feet out from the building. All erosion control measures and finish grading of the site impacted by utility installation will be completed by the Contractor.

Explanation of Bid Items page - 2

BID OPTIONS

BID OPTION NO. 1

Bid Item No. 4: Additional Hardstand

Payment under Bid Item No. 4 (Bid Option No. 1) – “Additional Hardstand” shall constitute full compensation for furnishing and installation of all materials, plant, tools, labor costs, and other associated incidentals necessary to complete the construction of the additional concrete hardstand and striping, in accordance with requirements of the solicitation documents and criteria drawings.

BID OPTION NO. 2

Bid Item No. 5: Cage Light Switching

Payment under Bid Item No. 5 (Bid Option No. 2) – “Cage Light Switching” shall constitute full compensation for the work associated with the procurement and installation of the individual cage light switching in accordance with requirements of the solicitation documents and criteria drawings.

BID OPTION NO. 3

Bid Item No. 6: Landscaping

Payment under Bid Item No. 6 (Bid Option No. 3) – “Landscaping” shall constitute full compensation for furnishing and installation of all materials, plant, tools, labor costs, and other associated incidentals necessary to complete the installation of sod and plantings in accordance with requirements of the solicitation documents and criteria drawings.

BID OPTION NO. 4

Bid Item No. 7: Wash Rack

Payment under Bid Item No. 7 (Bid Option No. 4) – “Wash Rack” shall constitute full compensation for the work associated with the procurement and installation of the wash rack system in accordance with requirements of solicitation documents and criteria drawings.

BID OPTION NO. 5

Bid Item No. 8: Rappel Tower

Payment under Bid Item No. 8 (Bid Option No. 5) – “Rappel Tower” shall constitute full compensation for the work associated with the procurement and installation of the rappel tower in accordance with specification section 13 35 00 RAPPEL TOWER AND SIMULATOR requirements of solicitation documents and criteria drawings.

BID OPTION NO. 6

Bid Item No. 9: Fixtures, Furniture & Equipment Package

Payment under Bid Item No. 9 (Bid Option No. 6) – “Furniture, Fixtures, & Equipment Package” shall constitute full compensation for the work associated with the procurement and installation of the Furniture, Fixtures, & Equipment Package for the facility, in accordance with requirements of the solicitation documents and criteria drawings.

Explanation of Bid Items page - 3

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

SOF Special Tactics Operations Facility, Hurlburt Field, Florida

13 35 00 SD-01 Preconstruction Submittals

1.4.2 GManufacturer's Qualifications

SD-02 Shop Drawings

1.4.1 GDetail Drawings

1.2.3 GErection Plan

SD-03 Product Data

1.4.1 GManufacturer's Catalog Data

SD-05 Design Data

1.4.1 GManufacturer's Descriptive and

Technical Literature

1.4.1 GManufacturer's Building Design

Analysis

1.4.1 GLateral Force Calculations

SD-06 Test Reports

1.4.1 GTest Reports

2.3 GCoatings

1.4.1 GQualification of Manufacturer

1.4.1 GQualification of Erector

SD-08 Manufacturer’s Instructions

2.2 GInstallation

1.5 GShipping, Handling, and Storage

SD-11 Closeout Submittals

3.6.1 GManufacturer's Warranty

3.6.2 GContractor's Warranty for

Installation

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)

SECTION 13 35 00

RAPPEL TOWER AND SIMULATOR

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2007) Standard Definitions for Use in the Design of Steel Structures

AISI D100 (2017) Cold-Formed Steel Design Manual

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2019) Standard Specification for Carbon Structural Steel

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A153/A153M (2016a) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A500/A500M (2021) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

SECTION 13 35 00 Page 1 Added by Amendment No. W9127821R0050-0004

ASTM A529/A529M (2019) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A572/A572M (2018) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A992/A992M (2020) Standard Specification for Structural Steel Shapes

ASTM A1008/A1008M (2020) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

ASTM B117 (2019) Standard Practice for Operating Salt Spray (Fog) Apparatus

ASTM B221 (2020) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

ASTM F436/F436M (2019) Standard Specification for Hardened Steel Washers Inch and Metric Dimensions

ASTM F3125/F3125M (2019) Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated, Inch Dimensions 120 ksi and 150 ksi Minimum Tensile Strength, and Metric Dimensions 830 MPa and 1040 MPa Minimum Tensile Strength

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 GENERAL REQUIREMENTS

1.2.1 Design Parameters

Design and construct pre-engineered rappel tower and simulator of size, SECTION 13 35 00 Page 2 shape, height, fenestration, siting, and configuration indicated in Attachment A. Coordinate site utility services, accessibility requirements, vehicular and pedestrian access, and electrical requirements.

1.2.2 Structural Performance

Provide rappel tower and simulator capable of withstanding the effects of gravity loads, wind loads for the location, and live loads from personnel.

1.2.3 Erection Plan

Provide plans and a written erection/lifting procedure with required plans clearly showing the intended sequence and method of erection in accordance with EM 385-1-1 "Safety - Safety and Health Requirements". Indicate required crane lifting requirements, temporary support structures, member size and locations of braced or guyed temporary supports, and locations of bracing or guys anchor points. Clearly define the required framing sequence and conditions necessary to ensure the structure is maintained in a properly braced and stable condition throughout the complete erection process.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications; G

SD-02 Shop Drawings

Detail Drawings; G

Erection Plan; G

SD-03 Product Data

Manufacturer's Catalog Data; G

SD-05 Design Data

Manufacturer's Descriptive and Technical Literature; G

Manufacturer's Building Design Analysis; G

Lateral Force Calculations; G

SD-06 Test Reports

Test Reports; G

Coatings; G

Qualification of Manufacturer; G

SECTION 13 35 00 Page 3

Qualification of Erector; G

SD-08 Manufacturer's Instructions

Installation; G

Shipping, Handling, and Storage; G

SD-11 Closeout Submittals

Manufacturer's Warranty; G

Contractor's Warranty for Installation; G

1.4 QUALITY ASSURANCE

1.4.1 Pre-Erection Conference

After submittals are received and approved but before rappel tower work, including associated work, is performed, the Contracting Officer will hold a pre-erection conference to review the following:

a. The detail drawings, specifications, and manufacturer's descriptive and technical literature.

b. Finalize construction schedule and verify availability of materials, erector's personnel, equipment, and facilities needed to make progress and avoid delays.

c. Methods and procedures related to rappel tower erection, including, but not limited to: qualification of manufacturer, qualification of erector, manufacturer's catalog data, manufacturer's building design analysis, lateral force calculations, written instructions and test reports. Lateral force calculations must include all analysis and confirmation of system components required to transfer lateral forces to the foundation.

d. Support conditions for compliance with requirements, including alignment between and erection of structural members.

e. Governing regulations and requirements for, certificates, insurance, tests and inspections if applicable.

1.4.2 Manufacturer's Qualifications

Rappel tower manufacturer must have a minimum of 5 years' experience and show a resume with two turn key projects of similar size and complexity during that time.

1.4.3 Single Source

Obtain primary and secondary components and structural framing members and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.4.4 Welding

Qualify procedures and personnel according to AWS A5.1/A5.1M , SECTION 13 35 00 Page 4

AWS D1.1/D1.1M , and AWS D1.3/D1.3M .

1.4.5 Structural Steel

Comply with AISC 325 and AISC 360 for design requirements and allowable stresses.

1.4.6 Cold-Formed Steel

Comply with AISC/AISI 121 and AISI D100 for design requirements and allowable stresses.

1.5 SHIPPING, HANDLING AND STORAGE

1.5.1 Delivery

Package and deliver components and other manufactured items so as not to be damaged or deformed and protected during transportation and handling.

1.5.2 Storage

Store in a manner to prevent bending, warping, twisting, and surface damage.

1.6 PROJECT CONDITIONS

1.6.1 Weather Limitations

Proceed with installation preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing panel system or building.

1.7 COORDINATION

Coordinate final design and placement of foundation between structural engineer of record and Contractor. Coordinate size and location of concrete foundations and casting of anchor-bolt inserts into foundation walls and footings. Concrete, reinforcement, and formwork requirements are specified in section on CAST-IN-PLACE CONCRETE.

1.8 WARRANTY

1.8.1 Rappel Tower Warranty

Furnish manufacturer's no-dollar-limit warranty for the rappel tower. The warranty period is to be no less than 5 years from the date of acceptance of the work and be issued directly to the Government. The warranty must provide that if within the warranty period, the rappel tower shows evidence of deterioration resulting from defective materials or workmanship, correcting of any defects is the responsibility of the rappel tower manufacturer. Repairs that become necessary because of defective materials and workmanship while rappel tower is under warranty are to be performed within 30 days after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within 30 days of notification will constitute grounds for having emergency repairs performed by others and will not void the warranty.

SECTION 13 35 00 Page 5

PART 2 PRODUCTS

2.1 STRUCTURAL FRAMING MATERIALS

2.1.1 Steel Shapes and Plates

Wide flange and WT shapes: ASTM A992/A992M ; ASTM A572/A572M or ASTM A529/A529M . Angles, Channels and Plates: ASTM A36/A36M, ASTM A572/A572M or ASTM A529/A529M . Provide structural steel shapes and plates containing a minimum of 80 percent recycled content.

2.1.2 Steel Pipe

ASTM A36/A36M, ASTM A53/A53M, ASTM A572/A572M or ASTM A529/A529M . Provide steel pipe containing a minimum of 50 percent recycled content.

2.1.3 Cold-Formed and Hot Formed Hollow Structural Sections

Cold formed: ASTM A500/A500M or ASTM B221, ASTM B221M. Hot-formed:

ASTM A501/A501M .

2.1.4 Structural-Steel Sheet

Hot-rolled, ASTM A1011/A1011M or cold-rolled, ASTM A1008/A1008M .

2.1.5 High-Strength Bolts, Nuts, and Washers

ASTM F3125/F3125M , heavy hex steel structural bolts; ASTM A563 heavy hex carbon-steel nuts; and ASTM F436/F436M hardened carbon-steel washers.

Finish: Hot-dip zinc coating, ASTM A153/A153M .

2.2 DESIGN AND FABRICATION

Provide rappel tower and simulator from a turn key rappel tower manufacturer. Provide bolt together steel components shipped for install on site. Rappel tower manufacturer to submit shop drawings sealed by professional structural engineer that show design of concrete foundation, structural steel sizing, removable metal railing, concrete decking, shipping container details, climbing walls, tower and simulator configuration, steel stair details, and all connections. Design stairs and railings to code. Foundation and site work may be performed by manufacturer or general contractor.

Provide composite decking board for rappel wall with 25-year warranty in texture and configuration recommended by manufacturer. Fasten to structure per details provided in shop drawings. Provide stacked shipping container multi story building simulator, exterior stair, freeform rock climbing wall, vertical rock climbing wall, helicopter fuselage simulator, cargo plane fuselage simulator, and cranes in configuration as indicated on drawings. Provide window frames and glazing in configuration indicated and of material compatible with shipping containers. Provide laminated glazing recommended by manufacturer. Stacked shipping containers to simulate a multi story building with moveable interior walls.

Manufacturer to provide all materials, installation instructions, and labor for a turn key solution.

SECTION 13 35 00 Page 6

2.3 FINISH

All steel components, including structural steel, railing, shipping containers, and stairs, to be coated with high performance marine paint meeting ASTM B117 salt spray test of 10,000 hours minimum. Provide testing information for Coatings. Touch up all damage in field per paint manufacturer’s written instructions.

PART 3 EXECUTION

3.1 EXAMINATION

Before erection proceeds, examine with the erector present, the concrete foundation dimensions, concrete and masonry bearing surfaces, anchor bolt size and placement, survey slab elevation, locations of bearing plates, and other embedments to receive structural framing with the rappel tower manufacturer's templates and drawings before erecting any steel components for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

Submit to the Contracting Officer a written report, endorsed by Erector, listing conditions detrimental to performance of the Work.

Proceed with erection only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

Provide temporary shoring, guys, braces, and other supports during erection to keep the structural framing secure, plumb, and in alignment against temporary construction loading or loads equal in intensity of the building design loads. Remove temporary support systems when permanent structural framing, connections, and bracing are in place, unless otherwise indicated.

Clean substrates of substances harmful to insulation, including removing projections capable of interfering with insulation attachment and performance.

3.3 ERECTION OF STRUCTURAL FRAMING

Erect rappel tower according to manufacturer's written erection instructions, approved shop drawings.

Do not field cut, drill, or alter structural members without written approval from rappel tower manufacturer's professional engineer and the Contracting Officer.

Set structural framing accurately in locations and to elevations indicated and according to AISC 325 specifications. Maintain structural stability of frame during erection.

Clean and roughen concrete and masonry bearing surfaces prior to setting plates. Clean bottom surface of plates.

Align and adjust structural framing before permanent bolt-up and connections. Perform necessary adjustments and alignment to compensate for changes or discrepancies in elevations.

SECTION 13 35 00 Page 7

Maintain erection tolerances of structural framing in accordance with

AISC 360 .

3.4 WINDOW INSTALLATION

Install windows plumb, rigid, properly aligned, without warp or rack of frames or sash, and securely fastened in place according to manufacturer's written instructions.

3.5 CLEAN-UP AND PROTECTION

3.5.1 Structural Framing

Clean all exposed structural framing at completion of installation.

Remove metal shavings, filings, bolts, and wires from work area. Remove grease and oil films, excess sealants, handling marks, contamination from steel wool, fittings and drilling debris and scrub the work clean.

Exposed metal surfaces to be free of dents, creases, waves, scratch marks, solder or weld marks, and damage to the finish coating.

3.5.2 Touch-Up Painting

After erection, promptly clean, prepare, and prime or re-prime field connections, rust spots, and abraded surfaces of prime-painted structural framing and accessories. Clean and touch-up paint with manufacturer's touch-up paint.

3.6 WARRANTY

3.6.1 Manufacturer's Warranty

Submit all manufacturers' signed warranties to Contracting Officer prior to final commissioning and acceptance.

3.6.2 Contractor's Warranty For Installation

Submit warranty for installation to the Contracting Officer prior to final commissioning and acceptance.

-- End of Section --

(See At t achment A)

SECTION 13 35 00 Page 8

Section 22 00 00

22 00 00

3.1.7.2 Pipe Supports and Structural Bracing, Seismic Requirements NOT USED

Piping and attached valves shall be supported and braced to resist seismic loads. Structural steel required for reinforcement to properly support piping, headers, and equipment, but not shown, shall be provided. Material used for supports shall be as specified in Section 05 12 00 STRUCTURAL

STEEL.

3.4.1 Tank- or Skid-Mounted Compressors

Floor attachment shall be as recommended by compressor manufacturer.

Compressors shall be mounted to resist seismic loads as specified in Section 23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT.

3.4.2 Foundation-Mounted Compressors

Foundation attachment shall be as recommended by the compressor manufacturer. Compressors shall be mounted to resist seismic loads as specified in Section 23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC

PIPING AND EQUIPMENT.

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

Section 23 00 00

23 00 00

2.10.3 Products

a. Factory fabricated air handling units shall be constructed of solid steel, formed outer panels secured to a welded steel frame or to a bolted steel frame. Outer panels shall be removable without affecting the structural integrity of the units. All units shall come complete with a structural steel base around the entire perimeter. Construction shall result in a leakage rate of less than 1% of rated flow at maximum operating pressure.

b. Units shall be as a single factory assembled piece. Units shall have

"knockdown" type construction and be field demounted into modular sections by Contractor. The maximum size of any single piece or section shall be such that it fits through a standard double door opening (approximately 70 inches x 80 inches). Units shall be furnished with sufficient gaskets and bolts for reassembly in the field by Contractor and factory representative.

c. All units shall be UL listed.

d. All coil connections, access doors and drains shall be coordinated with field piping and electrical connections.

e. Unit exterior dimensions shall be the size as shown on the drawings.

f. Equipment manufacturer shall provide certificate of compliance stating units have been certified for the seismic requirements indicated on the structural drawings and in accordance with ASCE 7-10. Unit certification shall be based on a maximum Sds value of 0.16g.

Certification of the Air Handling Equipment shall be through engineering analysis performed by an independent registered professional consulting engineer specializing in seismic analysis. The analysis performed shall include structural calculations, static and dynamic finite element analysis and shake table testing in accordance with ASCE 7-10. A copy of the Seismic Certification shall also be submitted to the engineer with the submittals for review and approval.

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