AM05.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)

W9127820R0012-0005 20 JULY 2020 M017EU45

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.

W9127820R0012

9B. DATED (SEE ITEM 11)

6 MAY 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: FY20 AIRCRAFT MAINTENANCE FACILITY

SOTO CANO AIR BASE, HONDURAS

Is modified in the following: REFER TO THE ENCLOSED REVISED SPECIFICATIONS/DRAWINGS FOR AMENDMENT NO. 0005

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

FY20 AIRCRAFT MAINTENANCE FACILITY W9127820R0012

SOTO CANO AIR BASE, HONDURAS M017EU45

SF 30 Page 2 W9127820R0012-0005

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 8 as indicated herein.

00 11 00 Revised Paragraphs 3.1 and 3.2 as indicated herein.

01 00 01 Revised Request for Information Clause as indicated herein.

01 33 00 Added Submittal Registers associated with 07 95 00.

07 95 00 Added in its entirety.

14 24 23 Revised Paragraphs 1.2 and 1.5.1 as indicated herein.

21 13 13.00 10 Revised Paragraph 2.10.1-2.10.6 as indicated herein.

21 13 25 Revised Paragraphs 3.21 and 3.39 as indicated herein.

23 00 00 Revised Paragraphs 2.11.1 and 2.13.5 as indicated herein.

23 05 48.19 Revised Paragraph 1.2.4 as indicated herein.

23 09 13 Revised Paragraphs 1.4, 2.1.1, and 2.5.2 as indicated herein.

SF 30 Page 3 W9127820R0012-0005

PART II - NOTE: Revised and replacement drawings are listed below. These revised and replacement 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

CD105 DEMOLITION PLAN

CP105 PAVING PLAN

CP111 MARKING PLAN

CT105 GEOMETRIC LAYOUT

CG201 DRAINAGE PROFILES

CG316 CROSS SECTIONS HANGAR & ROADWAY

CG317 CROSS SECTIONS HANGAR AND ROADWAY

CG318 CROSS SECTIONS HANGAR AND ROADWAY

CG319 CROSS SECTIONS HANGAR AND ROADWAY

CG320 CROSS SECTIONS HANGAR AND ROADWAY

CG321 CROSS SECTIONS HANGAR AND ROADWAY

CG322 CROSS SECTIONS HANGAR AND ROADWAY

CG601 STORM SEWER SCHEDULE

CU101 OVERALL UTILITY PLAN

CU201 PROFILE

CU202 PROFILE

CU203 PROFILE

CU204 PROFILE

CU205 FORCE MAIN TO EXISTING WET WELL

CU301 UTILITY LAYOUT DETAIL

CU503 WATER UTILITY DETAILS

CU504 WATER TANK DETAIL

CU507 LIFT STAION DETAILS

CU511 OIL WATER SEPARATOR DETAILS

S-006 SEISMIC FORCE RESISTING SYSTEM (SFRS)

S-209 GIRT FRAMING ELEVATIONS

S-210 GIRT FRAMING ELEVATIONS

S-211 GIRT FRAMING ELEVATIONS

A-301 WALL SECTIONS

A-302 BUILDING SECTIONS

A-303 BUILDING CROSS SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-315 WALL SECTIONS

A-512 ROOF DETAILS

A-609 CURTAIN WALL DETAILS

M-702 HVAC CONTROLS – SPLIT AIR CONDITIONING SYSTEM

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

38 Revised drawing as indicated in Part II.

Table of Contents Page 1 Revised by Amendment No. W9127820R0012-0005

TABLE OF CONTENTS

VOLUME 1 OF 6

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

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

BASE PASS REQUIREMENTS

01 00 01 GENERAL CONTRACT REQUIREMENTS

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND SUPPORTING

DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

ATTACHMENT 1 - CONTRACTOR & INSPECTIONS STATEMENT

ATTACHMENT 2 - SCHEDULE OF SPECIAL INSPECTIONS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 43.00 GROUND, POLISHED AND DYED CONCRETE

03 42 13.10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

Table of Contents Page 2

VOLUME 2 OF 6

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23 STRUCTURAL WELDING

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

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 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 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 19.00 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

07 95 00 EXPANSION CONTROL

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 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 16 STEEL SLIDING HANGAR DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23.00 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

Table of Contents Page 3

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 10 00.00 VISUAL COMMUNICATIONS 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 26 13.00 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

10 51 14 TA-50 MILITARY LOCKERS

10 81 13 BIRD CONTROL DEVICES

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

VOLUME 3 OF 6

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 48 PREFABRICATED USED PRODUCT RECLAMATION/POL STORAGE BUILDING

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 – FIRE SUPRESSION

21 13 13.10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.10 COMMISSIONING OF HVAC SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

Table of Contents Page 4

23 23 00 REFRIGERANT PIPING

23 81 00.36 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – FIRE ALARM AND MASS

NOTIFICATION SYSTEM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – UTILITY MONITORING

CONTROL SYSTEM

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 00 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 42 15 CATHODIC PROTECTION SYSTEM (STEEL WATER TANKS)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 02 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

VOLUME 4 OF 6

DIVISION 27 – COMMUNICATION

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

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

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVEMENT FOR AIRFIELDS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILIITES

32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENT

32 16 19 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 23 SODDING

Table of Contents Page 5

DIVISION 33 - UTILITIES

33 11 00 WATER UTILTY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

33 31 23.10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAIN PIPING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 – MATERIAL PROCESSING AND HANDELING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

DIVISION 46 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

46 25 14 COALESCING OR VERTICAL TUBE OIL-WATER SEPARATORS

VOLUME 5 OF 6

APPENDICES

APPENDIX A SOIL INVESTIGATION REPORT, GSAB AIRCRAFT MAINTENANCE HANGAR

VOLUME 6 OF 6

APPENDIX B CID

--End of Project Table of Contents--

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127820R0012

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

6 MAY 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.

M017EU45

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

IF HAND CARRIED, DELIVER TO

ROOM 1009

SEE SECTION 00 11 00 PARAGRAPH 3.1

9. FOR INFORMATION

CALL : Kenneth Harlan

Sara Logsdon

A. NAME

Kenneth.P.Harlan@usace.army.mil Sara.G.Logsdon@usace.army.mil

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

(251) 694-3763

(251) 690-3347

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):

FY20 AIRCRAFT MAINTENANCE FACILITY, SOTO CANO AIR BASE, HONDURAS

* 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 27 AUGUST 2020 (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)

FY20 AIRCRAFT MAINTENANCE HANGAR W9127820R0012

SECTION 00 11 00

00 11 00

3.0 PROPOSAL SUBMISSION REQUIREMENTS

3.1 Submit the electronic proposal package to the U.S. Army Corps of Engineers via email to Sara.G.Logsdon@usace.army.mil and SAMCT.LATAM@usace.army.mil Kenneth.P.Harlan@usace.army.mil. To confirm proposal receipt, contact the contract specialist listed in block 9 of the SF 1442 via telephone upon delivering the proposal. The Government must receive your proposal no later than the time and date specified in Block 13 of the SF 1442. Any and all amendments to the solicitation shall be acknowledged by completion of Block 19 of the SF 1442.

3.2 Submit the proposals in two separate volumes, labeled with quantities as follows:

Submit one (1) electronic copy of “Volume I - Non-Priced Evaluation Factors” in Portable Document File (PDF). Label the pdf “Volume I - Non-Priced Evaluation Factors”.

Submit one (1) electronic copy of the entire proposal (Volumes I and II) in Portable Document File (PDF). Label the pdf “Volumes I and

II”.

Original Bid Bonds should be mailed to the address indicated in block 7 8 of the SF1442 by the date and time established in block 13 of the SF1442. Failure to comply with this requirement will disqualify the offeror from competition.

Hard copies of Volumes I and II are not required to be submitted, and will not be accepted or evaluated. However, when formatting the PDF files the page size should be 8-1/2” x 11” for all pages except schedules (as applicable) which should be 11” x 17” (counts as one sheet toward page limitations).

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

01 00 01

7. REQUESTS FOR INFORMATION

Any questions about this solicitation, including technical questions about plans and specifications, shall be submitted via the Bidder Inquiry Portal in ProjNet at https://www.projnet.org. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team. All timely questions and approved answers will be made available through ProjNet.

Questions shall be submitted no later than 14 19 August 2020 at 2:00 p.m. Central Time to allow time for a response, and amendment to the solicitation if necessary. On this date and time the portal will be closed.

For technical questions, no other means of communication, e‐mail, fax, or telephone will be accepted. Oral exchanges between Offerors or Bidders and the government prior to award of the contract will not be binding.

In addition to information available to Offerors or Bidders on the Bidder Inquiry Portal, any information concerning this solicitation will be furnished to all Offerors or Bidders as an amendment to the solicitation if the information is necessary to the submittal of offers or bids.

The Solicitation Number is: W9127820R0012 The Bidder Inquiry Key is: ZMF7Q5‐CS6BHJ

Specific Instructions for ProjNet Bid Inquiry Access:

a. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

b. Identify the Agency. This should be marked as USACE.

c. Key. Enter the Bidder Inquiry Key listed above.

d. Email. Enter the email address you would like to use for communication.

e. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

f. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

g. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access:

a. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret

Question and Secret Answer to log in.

b. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

c. Identify the Agency. This should be marked as USACE.

d. Key. Enter the Bidder Inquiry Key listed above.

e. Email. Enter the email address you used to register previously in ProjNet.

f. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

g. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

Note: Questions/comments should be entered in the system one at a time. Lists of questions uploaded into ProjNet, regardless of the format, will not be answered.

Offerors are requested to review the solicitation and amendments in their entirety, as well as to review the Bidder Inquiry Portal for previous questions and responses, prior to submission of a new inquiry on the Portal.

CAUTION: ANY INQUIRY SUBMITTED AND ANSWERED WITHIN THIS SYSTEM, WILL BE ACCESSIBLE TO VIEW BY

ALL INTERESTED OFFERORS OR BIDDERS ON THIS SOLICITATION.

The call center for the ProjNet operates weekdays from 8 AM to 5 PM U.S. Central Time Zone. The telephone number is 1‐800‐428‐HELP.

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

JTF-B MAINTENANCE HANGAR

07 95 00 SD-01 Preconstruction Submittals

Qualification Of Manufacturer; G

DO

Qualification Of Installation

Contractor; G

Sample Warranty; G DO

SD-02 Shop Drawings

Installation Drawings; G DO

SD-03 Product Data

Wall to Wall Expansion Joint

Data; G, D

Factory Color Finish; G DO

SD-04 Samples

Finishes; G DO

SD-07 Certificates

Expansion Joints; G DO

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 07 95 00

EXPANSION CONTROL

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.

ASTM INTERNATIONAL (ASTM)

ASTM C1107/C1107M (2017) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM E1612 1994(Reapproved 2005) Specifications for Preformed Architectural Compression Seals for Buildings and Parking Structures.

ASTM E1783 1996(Reapproved 2005) Specifications for Preformed Architectural Strip Seals for Buildings and Parking Structures.

ASTM E1966 (2015) Fire-Resistive Joint Systems

UNDERWRITERS LABORATORIES (UL)

UL 2079 (2004; Reprint Dec 2014) Tests for Fire Resistance of Building Joint Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for [Contractor Quality Control approval.] [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 Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualification Of Manufacturer; G DO

Qualification Of Installation Contractor; G

Sample Warranty; G DO

SD-02 Shop Drawings

SECTION 07 95 00 Page 1 Added by Amendment No. W9127820R0012-0005

Installation Drawings; G DO

For each expansion control system specified. Include plans, elevations, sections, details, splices, blockout requirement, attachments to other work, and line diagrams showing entire route of each expansion control system. Where expansion control systems change planes, provide isometric or clearly detailed drawing depicting how components interconnect.

SD-03 Product Data

Wall to Wall Expansion Joint Data; G, DO

Prepared by or under the supervision of the supplier.

Manufacturer's descriptive data including storage requirements, shelf life, curing time, instructions for mixing and application, and primer data (if required). Provide a copy of the Material Safety Data Sheet for each solvent, primer or sealant material.

Certificates of compliance stating that the materials conform to the specified requirements. Include the following information in tabular form:

1. Manufacturer and model number for each expansion control system.

2. Expansion control system location cross-referenced to Drawings.

3. Nominal joint width.

4. Movement capability.

5. Classification as thermal or seismic.

6. Materials, colors, and finishes.

7. Product options.

8. Fire-resistance ratings .

Factory Color Finish; G DO

Submit manufacturer's product data, indicating VOC content.

SD-04 Samples

Finishes; G DO

SD-07 Certificates

Expansion Joints; G DO

1.3 WARRANTY

1.3.1 General Warranty

Warranty must conform to the Sample Warranty as reviewed and approved by the Contracting Officer.

The special warranty specified in this article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract

SECTION 07 95 00 Page 2

Documents.

1.3.2 Special Warranty

Submit a written warranty signed by the expansion joint manufacturer and installer agreeing to repair or replace expansion joints, including factory-fabricated intersections and terminations, and factory-furnished/fabricated field splice materials that leak or deteriorate due to weathering so that they become incapable of performing their role in maintaining a watertight joint.

1.3.3 Warranty Period

Ten years after date of Substantial Completion.

1.4 DELIVERY, STORAGE AND HANDLING

Wrap expansion joint materials and accessories for shipment and storage, then deliver to the jobsite in manufacturer's original packaging, and store in a clean, dry area protected from construction damage and vandalism.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.1.1 General

Provide expansion control systems of design, basic profile, materials, and operation indicated. Provide units with capability to accommodate variations in adjacent surfaces.

a. Furnish units in longest practicable lengths to minimize field splicing. Install with hairline mitered corners where expansion control systems change direction or abut other materials.

b. Include factory-fabricated closure materials and transition pieces, T-joints, corners, curbs, cross-connections, and other accessories as required to provide continuous expansion control systems.

2.1.2 Coordination

Coordinate installation of exterior wall and soffit expansion control systems with roof expansion control systems to ensure that wall transitions are watertight.

2.2 PERFORMANCE REQUIREMENTS

2.2.1 Fire-Resistance Ratings

Where indicated, provide expansion control systems with fire barriers identical to those of systems tested for fire resistance per UL 2079 or

SECTION 07 95 00 Page 3

ASTM E1966 by a testing and inspecting agency acceptable to authorities having jurisdiction.

a. Hose Stream Test: Wall-to-wall and wall-to-ceiling systems shall be subjected to hose stream testing .

2.2.2 Seismic Performance

Joint material shall be capable of withstanding unrestrained movement.

Minimum movement capability shall be +50%, -50% (100% total) of nominal material size, in each orthogonal direction. Depth or width of seal shall be as indicated on the drawings.

a. The term "withstand" means "the system will remain in place without separation of any parts when subjected to the seismic displacement specified, and the system will be fully operational after the seismic event".

2.3 EXTERIOR WALL AND ROOF EXPANSION CONTROL SYSTEMS

2.3.1 Materials

Do not use lead, lead-coated metal, or galvanized steel. Use any metal listed by SNCNA 1793 for a particular item, unless otherwise indicated.

Provide materials, thicknesses, and configurations in accordance with SMACNA 1793 for each material. Obtain expansion control systems from single source from single manufacturer .

2.3.2 Wall to Wall Expansion Joint

2.3.2.1. Provide durable, watertight, sound dampened, seismic, large-gap, and high-movement expansion joint system. Typical locations are as shown on the structural drawings and as detailed on the architectural drawings.

System shall perform waterproofing, fire resistant and movement-accommodation functions as the result of a single installation and without the addition of vapor barriers, bladders, or other devices or within the system in any way.

2.3.2.2. Sealant system shall be comprised of the following components:

1.) cellular foam infused with a hydrophobic, modified-acrylic dispersion, 2.) pre-coated with a watertight silicone outer coating, 3.) heavy-duty extruded aluminum center spline, 4.) interlocking spline connectors and 5.) field-applied epoxy adhesive primer, 6.) field-injected silicone sealant bands.

2.3.2.3. Joint material to be installed directly over a leveling-bed to be supplied by manufacturer. Elastomeric nosing material to have an aggregate of fine, washed sand not to exceed 30 mesh and chopped strand fiberglass and aggregate to resin ratio not to exceed 2:1 by weight.

2.3.2.4. Material to be installed into manufacturer's standard field-applied epoxy adhesive.

2.3.2.5. The foam seal is to be installed slightly recessed from the surface such that when the field-applied injection band of silicone is

SECTION 07 95 00 Page 4 installed between the substrates and the foam-and-silicone-bellows, the system will be essentially flush with the substrate surface as shown on the architectural detail.

2.3.2.6. Select the sealant system model appropriate to the movement and design requirements at each joint location that meet the project specification or as defined by the structural engineer of record.

2.3.3 Manufacturer's Checklist:

Manufacturer's Checklist must be completed by expansion joint subcontractor and returned to manufacturer at time of ordering material.

must be completed by expansion joint subcontractor and returned to manufacturer at time of ordering material.

2.3.4 Design Criteria:

2.3.4.1 Nominal Joint Width: Up to 100mm wide as indicated on Drawings.

2.3.4.2 Color: Selected from manufacture standard color. Close match to adjacent surface.

2.3.5 Roof Expansion Joint

Shall be as specified in Specification Sections 07 60 00 and 07 60 00.

2.4 ACCESSORIES

Manufacturer's standard moisture barrier consisting of a continuous, waterproof membrane within joint and attached to substrate on sides of joint below the primary cover.

a. Drain- Tube Assemblies: Equip moisture barrier with drain tubes and seals to direct collected moisture to exterior-wall expansion control system.

2.5 MATERIALS

2.5.1 Elastomeric Seals

ASTM E1783; preformed elastomeric membranes or extrusions to be installed in metal frames.

2.5.2 Compression Seals

ASTM E1612; preformed elastomeric extrusions having an internal baffle system and designed to function under compression.

2.5.3 Fire Barriers

Any material or material combination, when fire tested after cycling, designated to resist the passage of flame and hot gases through a movement joint and to meet performance criteria for required fire-resistance rating.

2.6.4 Moisture Barrier

SECTION 07 95 00 Page 5

Flexible elastomeric material, EPDM, minimum 45 mils thick.

2.5.4 Non-Metallic, Shrinkage-Resistant Grout

ASTM C1107/C1107M , factory-packaged, non-metallic aggregate grout, non-corrosive, non-staining, mixed with water to consistency suitable for application and a 30-minute working time.

2.5.5 Accessories

Manufacturer's standard anchors, clips, fasteners, set screws, spacers, and other accessories compatible with material in contact, as indicated or required for complete installations.

2.5.6 Sheet Metal Expansion Joint Cover

Sheet metal match to adjacent wall panel or roof panel. Two piece of sheet metal to be interlocked and allow movement. Minimum overlap shall be width of expansion joint. Fasten to one side of wall only.

PART 3 EXECUTION

3.1 EXAMINATION

Examine surfaces where expansion control systems will be installed for installation tolerances and other conditions affecting performance of work.

a. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 PREPARATION

Prepare substrates according to expansion control system manufacturer's written instructions.

Coordinate and furnish anchorages, Setting Drawings, and instructions for installing expansion control systems. Provide fasteners of metal, type, and size to suit type of construction indicated and to provide for secure attachment of expansion control systems.

3.2.1 Surface Preparation

3.2.1.1. The contractor shall provide properly formed and prepared expansion joint openings constructed to the exact dimensions and elevations shown on manufacturer's standard system drawings or as shown on the contract drawings. Deviations from these dimensions will not be allowed without the written consent of the engineer of record.

3.2.1.2. The contractor shall clean the joint opening of all contaminants immediately prior to installation of expansion joint system. Repair spalled, irregular or unsound joint surfaces using accepted industry practices for repair of the substrates in question. Remove protruding roughness to ensure joint sides are smooth. Ensure that there is sufficient depth to receive the full depth of the size of the joint being installed.

Refer to Manufacturers Installation Guide for detailed step-by-step instructions.

SECTION 07 95 00 Page 6

3.2.1.3. No drilling, or screwing, or fasteners of any type are permitted to anchor the system into the substrate.

3.2.1.4. System to be installed by qualified sub-contractors only according to detailed published installation procedures and/or in accordance with job-specific installation instructions of manufacturer's field technician.

3.3 INSTALLATION OF WALL TO WALL EXPANSION JOINTS

Comply with manufacturer's written instructions for storing, handling, and installing expansion control systems and materials unless more stringent requirements are indicated.

3.3.1 Metal Frames

Perform cutting, drilling, and fitting required to install expansion control systems.

a. Install in true alignment and proper relationship to joints and adjoining finished surfaces measured from established lines and levels.

b. Adjust for differences between actual structural gap and nominal design gap due to ambient temperature at time of installation. Notify Architect where discrepancies occur that will affect proper expansion control system installation and performance.

c. Cut and fit ends to accommodate thermal expansion and contraction of metal without buckling of frames.

d. Repair or grout blockout as required for continuous frame support using non-metallic, shrinkage-resistant grout.

e. Install frames in continuous contact with adjacent surfaces.

Shimming is not permitted.

f. Locate anchors at interval recommended by manufacturer, but not less than 75mm from each end and not more than 600mm o.c.

3.3.2 Seals in Metal Frames

Install elastomeric seals and membranes in frames to comply with manufacturer's written instructions. Install with minimum number of end joints.

a. Provide in continuous lengths for straight sections.

b. Seal transitions according to manufacturer's written instructions.

Vulcanize or heat-weld field-spliced joints as recommended by manufacturer.

c. Installation: Mechanically lock seals into frames or adhere to frames with adhesive or pressure-sensitive tape as recommended by manufacturer.

3.3.3 Compression Seals

Apply adhesive or lubricant adhesive as recommended by manufacturer.

SECTION 07 95 00 Page 7

3.3.4 Foam Seals

Install with adhesive recommend by manufacturer.

3.3.5 Epoxy-Bonded Seals

Pressurize seal for time period and to pressure recommended by manufacturer. Do not over pressurize.

Terminate exposed ends of expansion control systems with field or factory fabricated termination devices.

3.3.6 Fire-Resistance-Rated Assemblies

Coordinate installation of expansion control system materials and associated work so complete assemblies comply with assembly performance requirements.

Fire Barriers: Install fire barriers to provide continuous, uninterrupted fire resistance throughout length of joint, including transitions and field splices.

3.3.7 Moisture Barrier

Provide at all exterior joints. Provide drainage fittings at a maximum of 50 feet.

3.4 INSTALLATION OF ROOF EXPANSION JOINTS

3.4.1 General

Comply with manufacturer's written instructions for handling and installing roof expansion joints.

a. Anchor roof expansion joints securely in place, with provisions for required movement. Use fasteners, protective coatings, sealants, and miscellaneous items as required to complete roof expansion joints.

b. Provide for linear thermal expansion of roof expansion joint materials.

c. Provide uniform profile of roof expansion joint throughout its length;

do not stretch or squeeze membranes. d. Provide uniform, neat seams.

e. Install roof expansion joints to fit substrates and to result in watertight performance.

3.4.2 Installation Do not use graphite pencils to mark aluminum surfaces.

Directional Changes and Other Expansion-Control Joint Systems

Coordinate installation of roof expansion joints with other expansion-control joint systems to result in watertight performance.

Install factory-fabricated units at directional changes and at transitions between roof expansion joints and exterior expansion-control joint systems to provide continuous, uninterrupted, and watertight joints.

3.4.3 Splices

Splice roof expansion joints with materials provided by roof-expansion-joint manufacturer for this purpose, to provide continuous, uninterrupted, and waterproof joints.

Install waterproof splices and prefabricated end dams to prevent leakage of

SECTION 07 95 00 Page 8 secondary-seal membrane.

3.5 PROTECTION

Do not remove protective covering until finish work in adjacent areas is complete. When protective covering is removed, clean exposed metal surfaces to comply with manufacturer's written instructions.

Protect the installation from damage by work of other Sections. Where necessary due to heavy construction traffic, remove and properly store cover plates or seals and install temporary protection over expansion control systems. Reinstall cover plates or seals prior to Substantial Completion of the Work.

-- End of Section --

SECTION 07 95 00 Page 9

14 24 23

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

Elevator System; GDO

Elevator Components; GDO

Elevator Machine; G,DO__

Elevator Controller; G,DO____

Wiring Diagrams; G,DO___

SD-03 Product Data

Elevator and Accessories; G,DO

Elevator Components; G, DO

Data Sheets; G,DO

Elevator Microprocessor Controller; G,DO

SD-05 Design Data

Emergency Power Systems

Heat Loads

Reaction Loads

SD-07 Certificates

Elevator Parts and Components Price Lists; G,FO

Warranty

Endorsement Letter

Welders' Qualifications

Elevator Controller Certification; G,FO

SD-10 Operation and Maintenance Data

Elevator, Data Package 4; G,FO

Maintenance Control Program (MCP); G,FO

Software and Documentation; G,FO

Submit in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA and 01 78 24.05 20 FACILITY OPERATION AND

MAINTENANCE SUPPORT INFORMATION.

1.5.1 Fire Alarm Initiating Devices

Fire alarm initiating devices are specified in Section 28 31 74.00 20

INTERIOR FIRE DETECTION AND ALARM SYSTEM SECTION 28 31 76

INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, including conduit and wiring from each detector to fire protection addressable modules in elevator machine room or control room.

21 13 13.00 10

21 13 13.00 10

2.10.1 Concealed Sprinkler

Concealed sprinkler shall be chrome plated, stainless steel or white polyester, quick response type and shall have a nominal 13 mm or 13.5 mm orifice.

2.10.2 Recessed Sprinkler

Recessed sprinkler shall be chrome plated, stainless steel or white

2.10.3 Flush Sprinkler

Flush sprinkler shall be chrome plated, stainless steel or white polyester, quick response type and shall have a nominal 13 mm or

13.5 mm orifice.

2.10.4 Pendent Sprinkler

Pendent sprinkler shall be of the fusible strut or glass bulb type, recessed type with nominal 13 mm orifice. Pendent sprinklers shall have a polished chrome, stainless steel or white polyester, quick response type stainless steel finish.

2.10.5 Upright Sprinkler

Upright sprinkler shall be brass, chrome plated, stainless steel or white

2.10.6 Sidewall Sprinkler

Sidewall sprinkler shall have a nominal13 mm orifice. Sidewall sprinkler shall have a brass, polished chrome, stainless steel or white polyester, quick response type stainless steel finish. Sidewall sprinkler shall be the quick-response type.

21 13 25

3.21 OPTICAL FLAME DETECTOR AND FOAM/WATER DISCHARGE TESTING, SAFETY, AND

ENVIRONMENTAL PLAN

The contractor shall prepare a plan for conducting the test, to include the duties of the test team members, as follows:

a. Who will perform the testing and who will be the onsite factory authorized representatives.

b. What are the safety precautions taken during testing. Provide a safety plan for conducting the test of the High-Expansion Foam system. The contractor shall remove any mobile / portable equipment from the hangar servicing area that is not needed for the test. Provide a sketch of safe egress path for persons conducting and witnessing the test to exit the building without entering the foam blanket. Obtain approval from the installation Safety Manager.

c. Describe how the foam/water system will be tested to demonstrate that the performance criteria is been met.

d. How will the event be recorded for future review.

e. What are the testing procedures to demonstrate the coordination and communication of the fire protection systems associated with the foam/water discharge.

f. Provide protection for the facility, including electrical and mechanical equipment exposed to possible damage during foam discharge tests. This shall include provision of sandbags or similar means for preventing migration of foam solution into adjacent areas. The contractor shall cover the hangar walls and surface mounted equipment with plastic sheeting from the finished floor to 20 feet above the finished floor. Doors into adjacent areas shall be protected to prevent foam-water solution leaking into the adjacent areas during the test and subsequent clean-up. The test and any re-test will begin with the system in normal configuration; no recharging of the system piping is allowed. Hangar doors will be closed and will remain closed until the hangar is released to the contractor's clean-up team.

g. How will the foam be captured during the discharge and disposed. Provide temporary measures to prevent high-expansion foam solution or high-expansion foam concentrate from entering storm drains, sanitary sewers, drainage ditches, streams and water courses. Do not allow high-expansion foam concentrate or solution to come in contact with earth. Contain all discharged HIGH-EXPANSION FOAM on paved surfaces. Collect all discharged high-expansion foam solution; all rinse and flushing water and dispose of it in an underground capture tank. See drawings. treatment facility which provides secondary (biological) treatment. Prior to the start of construction, submit written plan for high-expansion foam containment and disposal methods(s) to the Contracting Officer for approval

Temporary measures shall be provided to prevent foam solution from entering storm drains, sanitary sewers, drainage ditches, streams and other water sources. Discharged foam shall be contained on paved surfaces and shall not be allowed to come in contact with the earth.

h. The test, safety, and environmental plan shall be submitted and approved by the Contractor Officer.

i. The test plan shall be submitted and approved by the Fire Protection Specialist.

j. Obtain local, state or federal environmental permits as applicable.

k. Obtain approval from Base Environmental Engineer or Base Civil Engineer.

l. Obtain approval from the fire department.

m. Provide Hi-Ex Foam Disposal Plan and Procedures.

3.39 TRAINING

Prior to final acceptance, the Contractor shall provide two sessions of atleast 8 hours each of operation and maintenance training to the installation Public Works Department; Installation Fire Emergency Service; Installation Ground Safety Activity personnel on two different days to accommodate both shifts of the Installation Fire Emergency Services. The two sessions required for training may be coordinated to be completed on two consecutive days. Each training session shall include a walk-through of the facility while describing the operation of the equipment and system, and video of this description for future review by maintenance personnel. Each training session shall also include emergency procedures, and demonstrate how to perform all the routine maintenance, and unique maintenance and safety requirements. The contractor or subcontractor (e.g. foam contractor, optical flame detector contractor, fire pump contractor, etc.) shall demonstrate (on or at the equipment itself), and video for future review by maintenance staff, all the routine maintenance (e.g. weekly, monthly, yearly, etc.) in the equipment manuals and cut sheets, and required by military criteria or NFPA standards. The contractor or subcontractor, during walk thru of the facility, shall describe the warning signs of equipment failure, but the contractor is not required to demonstrate how to repair equipment. Training areas will be provided by the Government in the same building as the protected areas. The training conducted shall use operation and maintenance manuals specified in paragraph entitled "Operations and Maintenance Manuals". Dates and times of the training period shall be coordinated through the Contracting Officer not less than two weeks prior to the sessions.

A lessons plan shall be submitted prior to the training, that will outline the scope of the training. Lesson plans, operating instructions, maintenance procedures, and training data shall be furnished in manual format for the training courses. The operations training course shall familiarize designated government personnel with proper operation of the fire protection systems.