AM01.pdf

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

1 4

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

W9127820R0057-0001 28 JUL 2020 MEF19017

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.

W9127820R0057

9B. DATED (SEE ITEM 11)

7 JUL 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: CYBERSPACE TEST GROUP FACILITY FTFA 163007, EGLIN AIR FORCE BASE, FLORIDA Is modified in the following: REFER TO THE ENCLOSED REVISED AND ADDED SPECIFICATIONS/REVISED AND ADDED DRAWINGS

FOR AMENDMENT NO. 0001

NOTE: THE RECEIPT OF PROPOSAL DATE IS HEREBY REVISED BY THIS AMENDMENT. REFER TO THE ENCLOSED SF1442, SOLICITATION, OFFER & AWARD FORM.

Except as provided herein, all terms and conditions of the document reference in item 9A or 10A, as Heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICE (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

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

BY

(Signature of contracting officer)

16C. DATE SIGNED

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

PREVIOUS EDITION UNUSABLE Prescribed by GSA

CYBERSPACE TEST GROUP FACILITY FTFA 163007 W9127820R0057

EGLIN AIR FORCE BASE, FLORIDA MEF19017

SF 30 Page 2

W9127820R0057-0001

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

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

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

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

VOLUME 1

Table of Contents Revised as indicated herein.

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

00 11 00 Revised Paragraph 4.2

01 00 00 Revised Paragraphs 1.1.1, 1.12 and 1.41.2

01 11 00 Revised Paragraph 1.2.2

01 33 00 Added Submittal Register associated with Section 10 44 16

04 20 00 Revised Paragraphs 1.3.1.1, 1.3.1.3 and 1.3.1.5

05 52 00 Revised Paragraph 2.2.8

VOLUME 2

07 42 13 Revised Paragraph 3.3.1

07 72 00 Revised Paragraph 2.1

08 44 00 Revised Paragraph 1.3.6.7

08 71 00 Attachment 1 Revised Hardware Set 23

09 06 00 Revised Paragraphs 2.3.1.2, 2.3.1.4 and 2.3.7.13

09 51 00 Revised Paragraph 2.4.3

09 67 23.13 Deleted Paragraph 3.2.4

09 69 13 Revised Paragraphs 2.1.1.2, 2.2.4 and 2.2.4.2

10 44 16 Added in its entirety.

SF 30 Page 3

VOLUME 4

31 00 00 Revised Paragraph 3.15.1

32 05 33 Deleted Paragraph 2.3.1

32 11 23 Revised Paragraphs 1.1, 1.1.1 and 1.1.2.1 Deleted Paragraphs 1.1.1.1, 1.1.1.2 and 1.1.1.3

32 12 16 Revised Paragraph 1.1.2

32 13 14.13 Revised Paragraph 1.1.2.1

32 16 19 Revised Paragraphs 1.1, 1.1.1, 1.1.2.1 and 1.1.2.2 Deleted Paragraphs 1.1.1.1 and 1.1.1.2

32 31 13.53 Revised Paragraph 2.7.2 Deleted Paragraphs 2.10 and 2.11

33 40 00 Revised Paragraphs 1.1.1, 1.1.2, 1.1.3, 1.1.4, 1.1.5, 1.1.6, 1.1.7 and 1.1.8

VOLUME 5

Appendix A Revised Order Data Sheets A16, DP1, DP2, DP3, D1, C6, HD1, HD2 and WB1

PART II - NOTE: Revised and added drawings are listed below. These revised and added drawings are to be inserted into the folio in the proper numerical sequence.

Drawings that have been revised by this amendment shall be deleted from the folio.

All drawings listed below are revised unless indicated otherwise.

Sheet Reference Number Title

COVER SHEET

G-003 INDEX OF DRAWINGS

G-004 SECURITY AND STC CONSTRUCTION NOTES

G-107 FIRST FLOOR SECURITY PLAN - WEST

G-108 FIRST FLOOR SECURITY PLAN - EAST

G-109 SECOND FLOOR SECURITY PLAN - WEST

G-110 SECOND FLOOR SECURITY PLAN - EAST

G-113 AIR BARRIER BUILDING SECTIONS

G-114 AIR BARRIER BUILDING SECTIONS

CI001 GENERAL CIVIL NOTES

CS102 BUILDING SITE PLAN - SOUTH

CS105 PARKING LOT SITE PLAN - SOUTH

CS503 CIVIL DETAILS

CL101 GEOMETRIC LAYOUT PLAN - BUILDING NORTH

CL102 GEOMETRIC LAYOUT PLAN - BUILDING SOUTH

CL103 GEOMETRIC LAYOUT PLAN - EAST

CL104 GEOMETRIC LAYOUT PLAN - PARKING LOT NORTH

CL105 GEOMETRIC LAYOUT PLAN - PARKING LOT SOUTH

CU101 BUILDING UTILITY PLAN - NORTH

CU102 BUILDING UTILITY PLAN - SOUTH

CU103 ENLARGED UTILITY PLAN

L-104 LANDSCAPE DETAILS

SF 30 Page 4

Sheet Reference Number Title

A-002 EXTERIOR WALL TYPES

A-003 INTERIOR WALL TYPES

A-004 INTERIOR WALL TYPES

A-005 INTERIOR WALL TYPES

A-101 OVERALL FIRST FLOOR PLAN

A-102 ENLARGED FIRST FLOOR PLAN WEST

A-107 OVERALL SECOND FLOOR PLAN

A-141 ROOF DETAILS

A-143 ROOF DETAILS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-410 ENLARGED PLANS - RESTROOMS

A-521 CEILING DETAILS

A-601 FIRST FLOOR DOOR SCHEDULE AND DOOR AND FRAME ELEVATIONS

A-602 SECOND FLOOR DOOR SCHEDULE

A-603 EXTERIOR DOOR DETAILS

A-604 INTERIOR DOOR DETAILS

A-610 CURTAINWALL, INTERIOR WINDOW, AND LOUVER ELEVATIONS

I-101 PARTIAL FIRST FLOOR FINISH PLAN - WEST

I-102 PARTIAL FIRST FLOOR FINISH PLAN - EAST

I-103 PARTIAL SECOND FLOOR FINISH PLAN - WEST

I-104 PARTIAL SECOND FLOOR FINISH PLAN - EAST

I-601 FIRST FLOOR ROOM FINISH SCHEDULE

I-602 SECOND FLOOR ROOM FINISH SCHEDULE

P-904 PLUMBING RISER EAST – DOMESTIC WATER (ADDED)

P-905 PLUMBING RISER WEST – DOMESTIC WATER (ADDED)

M-001 HVAC LEGENDS, NOTES & ABBREVIATION

M-503 HVAC DETAILS-3

M-701 CHILLED WATER PIPING DIAGRAM - PRIMARY LOOP

M-702 CHILLED WATER PIPING DIAGRAM - SECONDARY LOOP

TY111 SECURITY FIRST FLOOR PLAN

Encl as stated:

Revised and replaced pages of the specifications as indicated in Part I.

53 Revised drawings as indicated in Part II.

2 Added drawings as indicated in Part II.

TOC - 1

Revised by Amendment No. W9127820R0057-0001

TABLE OF CONTENTS

VOLUME 1 OF 6

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

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

SMALL BUSINESS SUBCONTRACTING PLAN TEMPLATE

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

BASE ACCESS FORM

EP310-1-6a PROJECT SIGNS

DD FORM 1354

DD FORM 1354 CHECKLIST

WAGE RATES

01 00 01 GENERAL CONTRACT REQUIREMENTS

CESAM FORM 1151

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 33 29 SUSTAINABILITY REQUIREMENTS

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 – EGLIN STANDARD

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

TOC - 2

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

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

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

VOLUME 2 OF 6

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (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 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 72 00 ROOFTOP FALL PROTECTION AND ACCESSORIES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

HARDWARE SETS

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

TOC - 3

Revised by Amendment No. W9127820R0057-0001

DIVISION 09 – FINISHES (CONTINUED)

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 72 00 WALLCOVERINGS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 73 16 CANTILEVERED ENTRANCE CANOPY

DIVISION 11 – EQUIPMENT

11 13 19.13 LOADING DOCK LEVELERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 59 00 SYSTEMS FURNITURE

12 70 00 FURNITURE, FIXTURES AND EQUIPMENT

DIVISION 13 – SPECIAL CONSTRUCTION

13 12 20 EXTRUDED ALUMINUM CANOPY SYSTEM

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

VOLUME 3 OF 6

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

TOC - 4

Revised by Amendment No. W9127820R0057-0001

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) (CONTINUED)

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

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

26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

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

COMMUNICATION SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

27 54 00.00 20 COMMUNITY ANTENNA TELEVISION (CATV) SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

VOLUME 4 OF 6

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 AGGREGATE BASE COURSES

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 13 14.13 CONCRETE PAVING FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENTS

32 13 73.19 COMPRESSION CONCRETE PAVING JOINT SEALANT

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

TOC - 5

Revised by Amendment No. W9127820R0057-0001

DIVISION 32 - EXTERIOR IMPROVEMENTS (CONTINUED)

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 – MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23.19 MONORAIL HOISTS

VOLUME 5 OF 6

APPENDICES

APPENDIX A FURNITURE, FIXTURES, AND EQUIPMENT (FFE) PACKAGE

APPENDIX B BORING LOGS AND RESISTIVITY TEST DATA

APPENDIX C AIR FORCE FORMS 813

AF 813 PRIMARY SITE AREA NORTH OF DAYTONA ROAD

& AF 813 UTILITY SITES AND NEW PARKING LOT SITE SOUTH

OF DAYTONA ROAD

APPENDIX D AF FORM 103, BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

APPENDIX E EGLIN AIR FORCE BASE

PRE-CONSTRUCTION (PRECON) ENVIRONMENTAL MANAGEMENT CHECKLIST

(V12) EFFECTIVE: 6 MARCH 2019

APPENDIX F EXISTING COMM MANHOLE BUTTERFLY DIAGRAMS

APPENDIX G EGLIN BEST PRACTICE 1 – TEMPLATE FOR SMS BUILDER

APPENDIX H 96TH COMMUNICATIONS SQUADRON CYBER INFRASTRUCTURE DESIGN

GUIDE APRIL 2019

APPENDIX I AMERICAN STATES UTILITY SERVICES, INC. (ASUS)

STANDARD DETAILS AND SPECIFICATIONS - WATER AND SEWER

VOLUME 6 OF 6

APPENDICES (CONTINUED)

APPENDIX J CHELCO STANDARDS

APPENDIX K TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND MANAGEMENT OF

SENSITIVE COMPARTMENTED INFORMATION FACILITIES (VERSION 1.4)

IC TECH SPEC-FOR ICD/ICS 705, DATED SEPTEMBER 28, 2017

and UFC 4-010-05 (1 February 2013, Change 1, 1 October 2013)

SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING,

DESIGN, AND CONSTRUCTION

and

DODM 5200.01 VOL 3, APPENDIX TO ENCLOSURE 3 PHYSICAL

SECURITY

STANDARDS, DATED FEBRUARY 24, 2012

APPENDIX L EXISTING BUILDING 85 FIRST FLOOR PLAN (For Information Only)

-- End of Project Table of Contents --

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SOLICITATION, OFFER

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

W9127820R0057

2. TYPE OF

SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

7 JUL 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.

MEF19017

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

9. FOR INFORMATION

CALL : Kelly Hallstrom Kyle Rodgers

A. NAME

Kelly.A.Hallstrom@usace.army.mil Kyle.M.Rodgers@usace.army.mil

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

(251) 694-3872

(251) 690-3356

SOLICITATION

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

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

CYBERSPACE TEST GROUP FACILITY FTFA 163007, EGLIN AIR FORCE BASE, 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 _10___ 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 7 19 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€

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

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

CODE FACILITY CODE

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

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

AMENDMENT NO.

DATE

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

(Type or print)

20B. SIGNATURE 20C. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

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

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED

TO SIGN (Type or print)

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

30B. SIGNATURE

30C. DATE 31B. UNITED STATES OF AMERICA

BY

31C. AWARD

DATE

STANDARD FORM 1442 BACK (REV. 4-85)

Reissued by Amendment No. W9127820R0057-0001

00 11 00

00 11 00

4.2 Volume I - Tab A, Factor 1 – Past Performance Information of the Prime Contractor. The Past Performance of the Offeror consists of (a) Relevant Company Effort and (b) Quality of Past Performance. The Government will review recent, relevant company efforts and quality information provided by the owners of those efforts to assess the Offeror’s past experience and probability of successfully performing the work described in this solicitation. A recent, relevant project is a construction project:

(a) Performed under a contract or task order, as those terms are defined in FAR 2.101, for Federal projects, or similar contractual agreements for State or Local Governments, or the commercial or private sector. (Multiple projects under a single contract or task order are considered one project. However, do not combine multiple projects under separate contracts or task orders to create a single project.);

(b) That is “recent”; one that has been completed within eight (8) six (6) years of the solicitation issue date, or one where the construction is at least 50% complete (measured by performance period days) as of the solicitation issue date. (Offerors are responsible for providing start and completion dates for each completed project, or the start and scheduled completion dates for projects currently under construction.);

(c) That is “relevant”; one that is similar in scope (type, size, complexity and dollar value) to the project described in this solicitation.

For a project to be assessed any degree of “relevancy” it must reflect performance of construction type work similar to the Cyberspace Test Group Facility, Eglin AFB, FL being procured by this solicitation.

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

01 00 00

1.1.1 Construction Phasing and Sequencing Requirements

The following defines special phasing sequencing requirements for specific scope. All other work shall be performed and completed as required by the contract requirements.

a. New access drive with gates and bollards to the airfield south of B78

(PMEL) shall start at notice to proceed and be completed within 60 days after temporary construction waiver is approved for work on or impacting airfield operations (Refer to para 1.2.4 and 1.2.5). Contractor to work diligently to complete this phase area within this duration or less. The existing parking lot north of B85 and the existing drive located east of B78 from existing parking lot north of B85 to the airfield shall remain operational until the new General aviation access drive and gates are completed and accepted by the Government.

b. Work for new parking lot south of Daytona Road and related lighting, utilities, stormwater system, sidewalks, landscaping and pedestrian crosswalk crossing Daytona Road shall start at notice to proceed and be substantially complete in 120 days from NTP. Contractor shall turn over parking area to government at substantial completion for parking area.

c. Refer to Section 01 11 00 Summary of Work and Section 01 14 00 Work

Restrictions for additional requirements for construction related activities.

1.12 INTERRUPTION OF UTILITY SERVICES

a. Planned interruptions of utility services (electrical power, telecomm, water, natural gas, etc.) shall be detailed and coordinated by the Contractor. Requests for interruptions shall be submitted in writing by the Contractor to the Contracting Officer's Representative at least 10 (ten) working days before the planned outage. This request shall also be shared with the U.S. Army Corps of Engineers project representative.

Contractor shall not interrupt service(s) until approval has been granted.

Requests shall include facility/facilities affected, date of scheduled outage, and duration. Requests for interruption of service(s) will not be approved until all equipment and materials required for that particular phase of work are on the job site. Interruptions will be allowed Monday through Friday for the following times: 7:15 A.M. until 11:00 A.M. and 12:30 P.M. until 4:00 P.M. and will be limited to 4 hours. Interruption of utilities that effect mission operations, as determined by the contracting officer, shall be performed outside of regular working hours or on If weekend (Saturday and Sunday) outages are required or are preferred, they shall be coordinated as specified above and may result in additional charges by the utility provider.

1.41.2 AF Form 813

Contractor shall review and comply with Air Force (AF) Form 813 - "Request for Environmental Impact Analysis" and implement specific requirements of paragraphs “18.0 Remarks” in each Form 813 prior to commencing construction activities and during the development of the project as necessary all other information provided in Form 813 is for information only as part of the site approval process. Copies of AF Form 813 are provided in the specification Appendix C. There are two separate 813 Forms for two site areas for this project.

01 11 00

01 11 00

1.2.2 Construction of Secure Areas

The new building work includes construction of Secure Areas as identified in the drawings within the 2-story building that is designed and required to be constructed and adhere to Construction Security Requirements in accordance with the following criteria;

a. Technical Specifications for Construction and Management of Sensitive Compartmented Information Facilities (Version 1.4) IC Tech Spec-For ICD/ICS 705 (28 September 2017).

b. UFC 4-010-05 SENSITIVE COMPARTMENTED INFORMATION FACILITIES PLANNING DESIGN AND CONSTRUCTION (1 FEB 2013, Change 1 1 Oct 2013).

c. DoDM 5200.01 Vol 3, Appendix to Enclosure 3 Physical Security Standards, Dated February 24, 2012

Copies of the criteria documents are included in the Appendix of this specification. The documents are provided to define the construction security requirements outlined in ICD/lCS 705 and UFC 4-010-05 and to define acoustic testing requirements defined in ICD/lCS 705 Chapter 9 required to be performed by this contract. The remainder of the information in these documents are provided For Information Only including inspections to be performed by Government security personnel during the construction contract duration as part of the secure area accreditation process. Physical security requirements and elements required by these security criteria documents have been incorporated into the construction drawings and specifications.

The Contractor shall adhere to the Construction Security requirements of ICD/ICS 705. For the work of this contract, all work related to the Secure Area construction shall be performed by U.S. Design and Construction companies, design and construction personnel meeting specific citizenship and permanent residence status criteria, handling and protection of construction plans and related documents in accordance with the Construction Security Plan (CSP), information security, access control to the construction site in accordance with CSP and as further required by ICD/ICS 705 and the Construction Security Plan (CSP ).

The Contractor shall cooperate with the Accrediting Official (AO), Site Security Manager (SSM), and other designated security representatives during the course of the construction contract to provide access to the construction site for the purpose of observing the work, personnel, materials being stored, installed and/or removed from the job site, vehicles, and shall provide unrestricted access to security representatives for periodic inspections throughout the construction and for accreditation inspections.

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

Cyber Security

10 44 16 SD-02 Shop Drawings

2.1.1 GFire Extinguishers

Part 2 GAccessories

2.2.1 GWall Brackets

SD-03 Product Data

2.1.1 GFire Extinguishers

Part 2 GAccessories

2.2.1 GWall Brackets

3.2.1 GReplacement Parts List

SD-07 Certificates

2.1.1 GFire Extinguishers Certifications

GManufacturer's Warranty with

Inspection Tag

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

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

Added by Amendment No. W9127820R0057-0001

04 20 00

04 20 00

1.3.1.1 Mock-Up Panel Location

After material samples are approved and prior to starting masonry work, construct a mock-up panel for each type and color of masonry required and additional components as defined here in paragraph 1.3.1.3. At least 48 hours prior to constructing the panel or panels, submit written notification to the Contracting Officer. Do not build-in mock-up panels as part of the structure;

locate mock-up panels where directed. Construct portable mock-up panels or locate in an area where they will not be disrupted during construction.

1.3.1.3 Mock-Up Panel Composition

Show full color range, texture, smoothface banding, and bond pattern of the masonry work. Demonstrate mortar joint tooling; grouting of reinforced vertical cores, collar joints, bond beams, and lintels; positioning, securing, and lapping of reinforcing steel; positioning and lapping of joint reinforcement (including prefabricated corners); and cleaning of masonry work during the construction of the panels. Also include installation or application procedures for anchors, wall ties, CMU control joints, flashing, and weeps. Steel and back-up framing exterior sheathing, rigid insulation, air/water barrier, thru-wall flashings, and other elements of a complete exterior wall assembly. Include a a masonry bonded corner. Mock up panel to include a typical window opening with window, head and sill flashing, sealants, steel lintel, precast sill units. When the panel represents reinforced masonry, include a 2 by 2 foot opening placed at least 2 feet above the panel base and 2 feet away from all free edges, corners, and control joints. Provide required reinforcing around this opening as well as at wall corners and control joints.

1.3.1.5 Mock-Up Panel Purpose

The completed panels is used as the standard of workmanship for the type of masonry, windows, and exterior wall assembly components represented. Do not commence masonry work until the mock-up panel for that type of masonry construction has been completed and approved. Protect panels from the weather and construction operations until the masonry work has been completed and approved. Perform cleaning procedures on the mockup and obtain approval of the Contracting Officer prior to cleaning the building. After completion of the work, completely remove the mock-up panels, including all foundation concrete, from the construction site.

05 52 00

05 52 00

2.2.8 Aluminum Railings And Handrails (Exterior Applications)

Provide railings and handrails consisting of 1 1/2 inch nominal schedule 40 pipe ASTM B429/B429M. Provide anodized aluminum or powder coated guard railings and handrails with brackets. Ensure that all fasteners are Series 300 stainless steel.

Guardrails shall be vertical picket style with rectangular top rail and bottom rail and square tube posts bolted to the stair or wall unless noted or detailed otherwise.

07 42 13

07 42 13

3.3.1 Steel Wall Panels

Use stainless-steel fasteners for exterior surfaces and galvanized steel fasteners for interior surfaces.

07 72 00

07 72 00

2.1 MANUFACTURERS

Basis of Design: Rooftop Anchor, Inc.; 844 South 430 West, Suite 200, Heber City, UT 84032. Toll Free Tel: (800) 411-3914. Tel: (801) 839-2900. Fax:

(801) 839-2929. Email: sales@rooftopanchor.com. Web: www.rooftopanchor.com.

Basis of Design is not intended to limit manufacturers. The specification is written to include performance requirements.

08 44 00

08 44 00

1.3.6.7 Noise Reduction

Test according to ASTM E90, with ratings determined by ASTM E1332, as follows:

Sound Transmission Class: Minimum 38 37.

08 71 00 Attachment 1

08 71 00 Attachment 1

Hardware Set: 23

Opening# 105B, Quantity Heading Description Finish Manufacturer ANSI 3 Hinge Cam Lift Cam lift hinge by STC Dr Manuf US32D By STC Dr

Manuf

3 Hinge HW 4.5 BB1168 4-1/2” x 4-1/2” x NRP x US26D US26D Satin Chromium Plated

Hager A8111

1 ED-EL-FR-Rim 3ROFLE2103-ALW x 4908A x S300 x FSE x 3-0 x [WH495 Wiring Harness] x 626/630

626/630 Precision TY1/F03

3 Core Construction 7190246 Best 1 Cylinder Mortise 1E-7-4-C103-RP3 x CORMAX-Patented x

626 US26D Satin Chromium Plated

Best

1 Cylinder Rim 12E-7-2-S2-RP x CORMAX-Patented x 626 626 US26D Satin Chromium Plated

Best E09221

1 Balanced Magnetic Switch

HSS By Security Contr By Security Contr

1 Closer Surface

RA/PA

QDC111 P x S/TAP x 689 689 Painted Aluminum

StanleyCH C02011/21

1 Wall Stop 236W x US32D US32D Stainless Steel Metal, Satin

Hager L02251

1 Threshold Special 430S or 448S LAR per details or other as required by STD Dr Manuf

MIL Mill Finish Aluminum

Hager

1 Seals by others Acoustical seals, door bottom by STC Dr Manuf

By STC Dr Manuf

2 Card Reader Wall Mount

Card Reader by Security

1 Wiring Harness WH495 x N/A N/A Not Applicable Precision 1 Power Supply PS902 x 900-2RS SchlageES 1 Power Transfer EPT 10 x SP28 SP28 Lacquer

Sprayed Aluminum VonDuprin

General Comments:

1 Card reader both sides of door. Exit device has hardwired alarm built into push pad of device that can be remotely armed/disarmed. Valid credential on corridor side of door will momentarily unlock outside lever and shunt alarm. Valid credential on push side will momentarily shunt alarm. Pushing bar on inside of device without first using valid credential will result in activation of local alarm. Egress through the opening is not restricted -can always get out without delay.

Operating Comments:

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

09 06 00

09 06 00

2.3.1.2 Static-Control Carpet For AP-1

Interface Icebreaker Quarry

2.3.1.4 Static-Control Resilient Flooring (Static-Dissipative Vinyl Rubber

Tile)

AF 1 2 VPI, Statmate ESO, #93 Storm

2.3.7.13 Shower Wall Kits, Trim and Shower Pan

SS3 Wall - Inpro 1310 Prism Polar Ice P9080 SS4 Shower Pan - Inpro Bioprism Taupe P9005

09 51 00

09 51 00

2.4.3 Rods NOT USED

Provide 3/16 inch diameter threaded steel rods, zinc or cadmium coated.

09 67 23.13

09 67 23.13

3.2.4 Integral Cove Base

Provide a 6-inch high cove base to all wall surfaces as indicated on the drawings. Install so as to provide a 1/2 -inch radius at the juncture of the floor and the wall.

09 69 13

2.1.1.2 Type Concore 3000

Install in Room 16, 136, 138, 139, 140, 142, 144A, B, C, 145 146 only - will have ESD tile laminated to surface on panels at factory.

(Note: The remainder of Paragraph 2.1.1.2 is unchanged by this amendment.)

2.2.4 Floor Covering

Surface AF1 Floor Panels with factory laminated ESD vinyl tile. Surface AF2 panels with carpet tiles with carpet tile using positive snap on system prepared at factory buy field applied using static dissipative carpet tile as indicated.

Surface floor panels with factory laminated ESD vinyl AF1 carpet tile with positive snap on system prepared at factory but field applied, AF2 and AF3 with field applied MCT-1 modular carpet tile. The electrical resistance must remain stable over the life expectancy of the floor covering. Any anti-static agent used in the manufacturing process must be an integral part of the material, not surface applied. Bolt heads or similar attachments must not rise above the traffic surface. Submit three separate samples of each specified floor covering finish and color.

2.2.4.2 Carpet Tile

Reference Section 09 68 00 CARPETING and 09 62 38 STATIC-CONTROL FLOORING (static-control carpet tile) for carpet tile specification requirements includingrecyled content, volitale organic compound (VOC) limits, and additional flammability testing requirements for carpet tile. MCT-1 Carpet tile must be field installed and comply with the following:

a. Installation method on level surfaces must allow carpet tile to be easily removed and replaced in the field and must be installed in accordance with manufacturer's recommended installation instructions.

b. Install AF-2 carpet tile in a ashlar random pattern. Refer to Sheets I-105, 106, 107, 108 for installation pattern. Install MCT-1 in an ashlar pattern using adhesive tabs.

c. Install carpet tile on secure and level surfaces offset from the access floor grid with a manufacturer approved odor-free adhesive tab system.

d. For AF-2 only AF-1, install carpet tile on secure and level surfaces with the access flooring manufacturer's recommended installation method and components for a one to one alignment with floor panels (one carpet tile to one floor panel);

equal to Tate PosiTile. This installation method requires the removal of only one carpet tile to access one raised access panel. Carpet tile size for a one-to-one installation must be slightly smaller than a standard 24 inch by 24 inch tile, coordinate required size with the raised access flooring manufacturer.

Factory applied carpet tile with perimeter edge strip and field applied one to one carpet tile installation over raised access floor panels with permanent or releasable adhesive are not acceptable installation methods.

SECTION 10 44 16

FIRE EXTINGUISHERS

11/19

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1 (2018) Fire Code

NFPA 10 (2018; TIA 18-1) Standard for Portable Fire Extinguishers

NFPA 101 (2018; TIA 18-1; TIA 18-2; TIA 18-3) Life Safety Code

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.157 (2012) Portable Fire Extinguishers

UNDERWRITERS LABORATORIES (UL)

UL 2129 (2017) UL Standard for Safety Halocarbon Clean Agent Fire Extinguishers

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. 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 to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fire Extinguishers; G

Accessories; G

Wall Brackets; G

SD-03 Product Data

Fire Extinguishers; G

Accessories; G

Wall Brackets; G

SECTION 10 44 16 Page 1 Added in its entirety by Amendment No. W9127820R0057-0001

Replacement Parts List; G

SD-07 Certificates

Fire Extinguishers Certifications; G

Manufacturer's Warranty with Inspection Tag; G

1.3 DELIVERY, STORAGE, AND HANDLING

Protect materials from weather, soil, and damage during delivery, storage, and construction.

Deliver materials in their original packages, containers, or bundles bearing the brand name and the name and type of the material.

PART 2 PRODUCTS

Submit fabrication drawings consisting of fabrication and assembly details performed in the factory and product data for the following items: Fire Extinguishers; Accessories, Wall Brackets.

2.1 SYSTEM DESCRIPTION

2.1.1 Types

Submit fire extinguishers certifications showing compliance with local codes and regulations.

Provide fire extinguishers conforming to NFPA 10 . Provide quantity and placement in compliance with the applicable sections of NFPA 1, NFPA 101 , and 29 CFR 1910.157 .

Provide clean agent type fire extinguishers compliant with UL 2129 .

2.1.2 Material

Provide enameled steel extinguisher shell.

2.1.3 Size

Clean agent type fire extinguishers shall be rated 2A:10B:C

2.1.4 Accessories

Pressure gage

2.2 EQUIPMENT

2.2.1 Wall Brackets

Provide wall-hook fire extinguisher wall brackets.

Provide wall bracket and accessories as approved.

2.2.1.1 Identification

Provide lettering complying with authorities having jurisdiction for letter style, size, spacing, and location. Locate as indicated by the

SECTION 10 44 16 Page 2 drawings.

Identify bracket-mounted fire extinguishers with the words "FIRE EXTINGUISHER" in red letter decals applied to mounting surface.

Orientation: Vertical.

PART 3 EXECUTION

3.1 INSTALLATION

Install Fire Extinguishers where indicated on the drawings. Verify exact locations prior to installation.

Provide extinguishers which are fully charged and ready for operation upon installation. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached.

Install fire extinguishers in locations indicated and in compliance with requirements of authorities having jurisdiction.

Comply with the manufacturer's recommendations for all installations.

3.2 PROTECTION

3.2.1 Repairing

Remove and replace damaged and unacceptable portions of completed work with new work at no additional cost to the Government.

Submit replacement parts list indicating specified items replacement part, replacement cost, and name, address and contact for replacement parts distributor.

3.2.2 Cleaning

Clean all surfaces of the work, and adjacent surfaces which are soiled as a result of the work. Remove from the site all construction equipment, tools, surplus materials and rubbish resulting from the work.

-- End of Section --

SECTION 10 44 16 Page 3

31 00 00

31 00 00

3.15 SUBGRADE PREPARATION

3.15.1 Proof Rolling

It is recommended that proof-rolling be performed on subgrade areas beneath buildings and pavements and shall be performed prior to any filling or compaction work being started. Proof-rolling shall be performed to identify isolated areas of very loose or very soft materials. Proof-rolling shall be performed under the observation of the COR. Stop proof-rolling if unusual or unanticipated subsurface conditions are encountered, such as ground waving or pumping. See the ‘Unstable Materials’ section below for more information.

a. Site Grading Areas to be Lowered (Cut): Proof-roll after the sub-grade has been cut to the proper grade.

b. Site Grading Areas to be Filled: Proof rolling is performed following the completion of stripping and undercutting and prior to fill placement.

c. Equipment: Steel-wheeled vibratory and/or pneumatic-tired equipment, with a minimum weight of 8 tons to a maximum of 10 tons is recommended in the proof rolling process 20 ton (minimum weight) vibratory smooth roller.

The proof rolling equipment is operated in a systematic manner so that the number of passes over all areas to be proof rolled can be readily determined and recorded. A minimum of four (4) complete passes is recommended. A complete pass is considered that stage in the rolling procedure when the entire surface being rolled has been in contact with the tires. Operate equipment at speeds between 3 and 5 miles/hour, in a cross pattern with each pass of the equipment, is perpendicular to the direction of the equipment in the previous pass.

Notify the Contracting Officer a minimum of 3 days prior to proof rolling.

Perform proof rolling in the presence of the Contracting Officer. Undercut rutting or pumping of material as directed by the Contracting Officer and replace with fill and backfill] select material.

32 05 33

32 05 33

2.3.1 Recycled Organic Mulch Materials

Shredded Eucalyptus

32 11 23

32 11 23

1.1 UNIT PRICES

1.1.1 Measurement NOT USED

1.1.1.1 Area

Measure the quantity of ABC completed and accepted, as determined by the Contracting Officer, in square yards.

1.1.1.2 Volume

Measure the quantity of ABC completed and accepted, as determined by the Contracting Officer, in cubic yards. The volume of material in-place and accepted will be determined by the average job thickness obtained in accordance with paragraph LAYER THICKNESS and the dimensions shown on the drawings.

1.1.1.3 Weight

The tonnage of ABC material will be the number of tons of aggregate, placed and accepted in the completed course, as determined by the Contracting Officer.

Deductions will be made for any material wasted, unused, rejected, or used for convenience of the Contractor, and for water exceeding specified amount at time of weighing.

1.1.2 Payment

1.1.2.1 Base Course Material

Quantities of ABC, determined as specified above, material will be paid for and included in the lump sum contract price at the respective contract unit prices, which will constitute full compensation for the construction and completion of the ABC.

32 12 16

32 12 16

1.1.2 Basis of Payment

Quantities of hot-mix asphalt mixtures, determined as specified above, will be paid for at respective contract unit prices or at reduced prices adjusted in accordance with paragraphs MATERIAL ACCEPTANCE and PERCENT PAYMENT. The measured quantity of hot-mix asphalt will be paid for and included in the lump sum contract price.

Payment will constitute full compensation for furnishing all materials, equipment, plant, and tools; and for all labor and other incidentals necessary to complete work required by this section of the specification.

32 13 14.13

32 13 14.13

1.1.2 Payments

1.1.2.1 Unit Price NOT USED

The quantity of concrete measured as specified above will be paid for at the contract unit price when placed in completed and accepted pavements. Payment will be made at the contract price for cubic yard for the scheduled item, with necessary adjustments as specified below. Payment will constitute full compensation for providing all materials, equipment, plant and tools, and for all labor and other incidentals necessary to complete the concrete pavement, except for other items specified herein for separate payment.

1.1.2.2 Lump Sum

The quantity of concrete will be paid for and included in the lump-sum contract price. Payment will constitute full compensation for all materials, equipment, plant and tools, and for all labor and other incidentals necessary to complete the concrete pavement, except for other items specified herein for separate payment.

32 16 19

32 16 19

1.1 UNIT PRICES

1.1.1 Measurement NOT USED

1.1.1.1 Sidewalks

The quantities of sidewalks to be paid for will be the number of square yards of each depth of sidewalk constructed as indicated.

1.1.1.2 Curbs and Gutters

The quantities of curbs and gutters to be paid for will be the number of linear feet of each cross section constructed as indicated, measured along the face of the curb at the gutter line.

1.1.2 Payment

1.1.2.1 Sidewalks

Payment of the quantities of sidewalks measured as specified will be at the Contract unit price per square yard of the thickness specified. will be paid for and included in the lump-sum contract price.

1.1.2.2 Curbs and Gutters

Payment of the quantities of curbs and gutters measured as specified will be at the Contract unit price per linear foot of each cross section. will be paid for and included in the lump-sum contract price.

32 31 13.53

32 31 13.53

2.7.2 Gate Leaves

For gate leaves, more than 8 feet wide, provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. Gate leaves less than 8 feet wide shall have truss rods or intermediate braces. Provide intermediate braces on all gate frames with an electro-mechanical lock. Attach fabric to the gate frame by method standard with the manufacturer except that welding will not be permitted.

2.10 GATE OPERATOR

Provide electric gate operators for sliding gates as follows: Electrical gate operators shall have a right angle gearhead instantly reversing motor with magnetic drum-type brake, friction disc clutch, reversing starter with thermal overload protection, and a chain-driven geared rotary-type automatic limit switch. Gears shall consist of a hardened steel machine cut worm and mating bronze gear. All gears and bearings shall operate in a bath of oil. Gate operators with V-belt pulleys are not allowed. Equip gate operators with an emergency release to allow the gate to be operated manually. The emergency release mechanism shall be capable of being locked in the engaged or disengaged position. Provide positive stops on the gate tracks as a backup to the limit switches.

2.11 ELECTRO-MECHANICAL LOCKS

Electro-mechanical locking devices for sliding gates and personnel gates shall be solenoid actuated such that the deadbolt retracts when the solenoid is energized and remains electrically retracted until the gate is closed. Provide continuous duty type solenoid, rated for 120V ac, 60Hz operation.