W912QR24R0002_CorrectedFinal_Specs-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced 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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

(See Continuation Page)

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR24R0002

X 9B. DATED (SEE ITEM 11)

06-Nov-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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 1 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 ACKNOWLEDGMENT 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 THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

30-Nov-2023

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24R0002_CorrectedFinal_Specs-0002

W912QR24R0002

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0002

Solicitation No. W912QR24R0002 for the Design-Bid-Build Construction of the Collective Training Enlisted Barracks East at Ft. McCoy, Wisconsin is hereby amended as follows:

A. The following SPECIFICATION SECTIONS have been revised and replaced in their entirety:

08 71 00 DOOR HARDWARE

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 46 00.00 06 TOTAL BUILDING COMMISSIONING

C. The following SPECIFICATION SECTIONS have been added in their entirety:

NONE for Amendment 0002

D. The following SPECIFICATION SECTIONS have been deleted in their entirety:

E. The following PLAN SHEETS have been revised and replaced in their entirety:

ES504 ELECTRICAL SITE DETAILS

E-604 PANEL SCHEDULES

E-605 PANEL SCHEDULES

E-606 PANEL SCHEDULES

E-607 PANEL SCHEDULES

E-608 PANEL SCHEDULES

F. The following PLAN SHEETS have been added new:

G. The following PLAN SHEETS have been DELETED:

I. The due date and time for offers has been extended from 3:00 PM (Eastern Standard Time) on 11

December 2023 to 6:00 PM (Eastern Standard Time) on 11 December 2023.

J. All other terms and conditions remain unchanged.

W912QR24R0002

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 11-Dec-2023 03:00 PM to 11-Dec-2023 06:00 PM.

(End of Summary of Changes)

COLLECTIVE TRAINING ENLISTED BARRACKS

Fort McCoy, WI

SECTION TABLE OF CONTENTS

DIVISION 08 - OPENINGS

SECTION 08 71 00

DOOR HARDWARE

02/16, CHG 3: 08/20

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SHOP DRAWINGS

1.4 PRODUCT DATA

1.5 HARDWARE SCHEDULE

1.6 KEY BITTING CHART REQUIREMENTS

1.6.1 Requirements

1.7 QUALITY ASSURANCE

1.7.1 Hardware Manufacturers and Modifications

1.7.2 Key Shop Drawings Coordination Meeting

1.8 DELIVERY, STORAGE, AND HANDLING

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

2.3 HARDWARE ITEMS

2.3.1 Hinges

2.3.2 Continuous Hinges

2.3.3 Pivots

2.3.4 Spring Hinges

2.3.5 Locks and Latches

2.3.5.1 Mortise Locks and Latches

2.3.5.2 Auxiliary Locks

2.3.6 Exit Devices

2.3.7 Exit Locks With Alarm

2.3.8 Cylinders and Cores

2.3.9 Push Button Mechanisms

2.3.10 Keying System

2.3.11 Lock Trim

2.3.11.1 Knobs and Roses

2.3.11.2 Lever Handles

2.3.11.3 Texture

2.3.12 Keys

2.3.13 Door Bolts

2.3.14 Closers

2.3.14.1 Identification Marking

2.3.15 Overhead Holders

2.3.16 Door Protection Plates

2.3.16.1 Sizes of Stretcher and Kick Plates

2.3.17 Door Stops and Silencers

2.3.18 Padlocks

2.3.19 Thresholds

2.3.20 Weatherstripping Gasketing

SECTION 08 71 00 Page 1

AMENDMENT 0002 - CORRECTED FINAL

2.3.20.1 Extruded Aluminum Retainers

2.3.20.2 Interlocking Type

2.3.20.3 Spring Tension Type

2.3.21 Rain Drips

2.3.21.1 Door Rain Drips

2.3.21.2 Overhead Rain Drips

2.3.22 Auxiliary Hardware (Other than locks)

2.3.23 Sliding and Folding Door Hardware

2.3.24 Special Tools

2.4 FASTENERS

2.5 FINISHES

2.6 KEY CABINET AND CONTROL SYSTEM

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Weatherstripping Installation

3.1.1.1 Stop Applied Weatherstripping

3.1.1.2 Interlocking Type Weatherstripping

3.1.1.3 Spring Tension Type Weatherstripping

3.1.2 Threshold Installation

3.2 FIRE DOORS AND EXIT DOORS

3.3 HARDWARE LOCATIONS

3.4 KEY CABINET AND CONTROL SYSTEM

3.5 FIELD QUALITY CONTROL

3.6 HARDWARE SETS

-- End of Section Table of Contents --

SECTION 08 71 00 Page 2

SECTION 08 71 00

DOOR HARDWARE

02/16, CHG 3: 08/20

AMENDMENT 0002

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 E283 (2019) Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

ASTM F883 (2013) Padlocks

BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA)

ANSI/BHMA A156.1 (2016) Butts and Hinges

ANSI/BHMA A156.2 (2017) Bored and Preassembled Locks and Latches

ANSI/BHMA A156.3 (2014) Exit Devices

ANSI/BHMA A156.4 (2013) Door Controls - Closers

ANSI/BHMA A156.5 (2020) Cylinder and Input Devices for Locks

ANSI/BHMA A156.6 (2015) Architectural Door Trim

ANSI/BHMA A156.7 (2016) Template Hinge Dimensions

ANSI/BHMA A156.8 (2015) Door Controls - Overhead Stops and Holders

ANSI/BHMA A156.13 (2017) Mortise Locks & Latches Series 1000

ANSI/BHMA A156.14 (2013) Sliding and Folding Door Hardware

ANSI/BHMA A156.16 (2018) Auxiliary Hardware

ANSI/BHMA A156.17 (2019) Self Closing Hinges & Pivots

ANSI/BHMA A156.18 (2016) Materials and Finishes

ANSI/BHMA A156.21 (2019) Thresholds

SECTION 08 71 00 Page 3

ANSI/BHMA A156.22 (2017) Door Gasketing and Edge Seal Systems

ANSI/BHMA A156.26 (2012) Continuous Hinges

ANSI/BHMA A156.29 (2012) Exit Locks, Exit Alarms, Alarms for Exit Devices

ANSI/BHMA A156.36 (2010) Auxiliary Locks

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 72 (2019; TIA 19-1; ERTA 1 2019) National Fire Alarm and Signaling Code

NFPA 80 (2019) Standard for Fire Doors and Other Opening Protectives

NFPA 101 (2021) Life Safety Code

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

STEEL DOOR INSTITUTE (SDI/DOOR)

SDI/DOOR A250.8 (2017) Specifications for Standard Steel Doors and Frames

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

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

UNDERWRITERS LABORATORIES (UL)

UL 14C (2006; Reprint Jul 2017) UL Standard for Safety Swinging Hardware for Standard Tin-Clad Fire Doors Mounted Singly and in Pairs

UL Bld Mat Dir (updated continuously online) Building Materials Directory

1.2 SUBMITTALS

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

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-02 Shop Drawings

Manufacturer's Detail Drawings; G , AE

SECTION 08 71 00 Page 4

Hardware Schedule; G

Keying System; G

SD-03 Product Data

Hardware Items; G

SD-08 Manufacturer's Instructions

Installation

SD-10 Operation and Maintenance Data

Hardware Schedule Items, Data Package 1; G , AE

SD-11 Closeout Submittals

Key Bitting

1.3 SHOP DRAWINGS

Submit manufacturer's detail drawings indicating all hardware assembly components and interface with adjacent construction. Indicate power components and wiring coordination for electrified hardware. Base shop drawings on verified field measurements and include verification of existing conditions.

1.4 PRODUCT DATA

Indicate fire-ratings at applicable components. Provide documentation of ABA/ADA accessibility compliance of applicable components, as required by 36 CFR 1191 Appendix D - Technical.

1.5 HARDWARE SCHEDULE

Prepare and submit hardware schedule in the following form:

Hardware Item

Quantity Size Reference Publi-cation Type No.

Finish Mfr Name and Catalog No.

Key Control Symbols

UL

Mark (If fire-rated and listed)

BHMA

Finish Desig-nation

In addition, submit hardware schedule data package 1 in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA.

1.6 KEY BITTING CHART REQUIREMENTS

1.6.1 Requirements

Submit key bitting charts to the Contracting Officer prior to completion of the work. Include:

a. Complete listing of all keys (e.g. AA1 and AA2).

SECTION 08 71 00 Page 5

b. Complete listing of all key cuts (AA1-123456, AA2-123458).

c. Tabulation showing which key fits which door.

d. Copy of floor plan showing doors and door numbers.

e. Listing of 20 percent more key cuts than are presently required in each master system.

1.7 QUALITY ASSURANCE

1.7.1 Hardware Manufacturers and Modifications

Provide, as far as feasible, locks, hinges, and closers of one lock, hinge, or closer manufacturer's make. Modify hardware as necessary to provide features indicated or specified.

1.7.2 Key Shop Drawings Coordination Meeting

Prior to the submission of the key shop drawing, the Contracting Officer, Contractor, Door Hardware Subcontractor, using Activity and Base Locksmith must meet to discuss and coordinate key requirements for the facility.

1.8 DELIVERY, STORAGE, AND HANDLING

Deliver hardware in original individual containers, complete with necessary appurtenances including fasteners and instructions. Mark each individual container with item number as shown on hardware schedule.

Deliver permanent keys and removable cores to the Contracting Officer, either directly or by certified mail. Deliver construction master keys with the locks.

PART 2 PRODUCTS

2.1 TEMPLATE HARDWARE

Hardware applied to metal and / or to prefinished doors must be manufactured using a template. Provide templates to door and frame manufacturers in accordance with ANSI/BHMA A156.7 for template hinges.

Coordinate hardware items to prevent interference with other hardware.

2.2 HARDWARE FOR FIRE DOORS AND EXIT DOORS

Provide all hardware necessary to meet the requirements of NFPA 72 for door alarms, NFPA 80 for fire doors, NFPA 101 for exit doors, NFPA 252 for fire tests of door assemblies, ABA/ADA accessibility requirements, and all other requirements indicated, even if such hardware is not specifically mentioned in paragraph HARDWARE SCHEDULE. Provide swinging hardware for tin-clad fire doors in accordance with UL 14C . Provide Underwriters Laboratories, Inc. labels for such hardware in accordance with UL Bld Mat Dir or equivalent labels in accordance with another testing laboratory approved in writing by the Contracting Officer.

2.3 HARDWARE ITEMS

Clearly and permanently mark with the manufacturer's name or trademark, hinges, pivots, locks, latches, exit devices, bolts and closers where the identifying mark is visible after the item is installed. For closers with

SECTION 08 71 00 Page 6 covers, the name or trademark may be beneath the cover. Coordinate electrified door hardware components with corresponding components specified in Division 28 ELECTRONIC SECURITY SYSTEMS (ESS).

2.3.1 Hinges

Provide in accordance with ANSI/BHMA A156.1 . Provide hinges that are 4-1/2 by 4-1/2 inch unless otherwise indicated. Construct loose pin hinges for interior doors and reverse-bevel exterior doors so that pins are non-removable when door is closed. Other anti-friction bearing hinges may be provided in lieu of ball bearing hinges.

2.3.2 Continuous Hinges

Where continuous hinges are required, provide in accordance with

ANSI/BHMA A156.26 .

2.3.3 Pivots

Provide in accordance with ANSI/BHMA A156.17 .

2.3.4 Spring Hinges

Provide in accordance with ANSI/BHMA A156.17 .

2.3.5 Locks and Latches

2.3.5.1 Mortise Locks and Latches

Provide in accordance with ANSI/BHMA A156.13 , Series 1000, Operational Grade 1, Security Grade 2. Provide knobs and roses of mortise locks with screwless shanks and no exposed screws.

2.3.5.2 Auxiliary Locks

Provide in accordance with ANSI/BHMA A156.36 , Grade 1.

2.3.6 Exit Devices

Provide in accordance with ANSI/BHMA A156.3 , Grade 1. Provide adjustable strikes for rim type and vertical rod devices. Provide open back strikes for pairs of doors with mortise and vertical rod devices. Provide touch bars in lieu of conventional crossbars and arms.

2.3.7 Exit Locks With Alarm

Provide in accordance with ANSI/BHMA A156.3 and ANSI/BHMA A156.29 , Type E0431 (with full width horizontal actuating bar) for single doors; Type E0431 (with actuating bar) or E0471 (with actuating bar and top and bottom bolts, both leaves active) for pairs of doors, unless otherwise specified.

Provide door alarms integrated with the fire alarm system in accordance with NFPA 72 .

2.3.8 Cylinders and Cores

Provide cylinders and cores for new locks, including locks provided under other sections of this specification. Provide cylinders and cores with seven pin tumblers. Provide cylinders from the products of one manufacturer, and provide cores from the products of one manufacturer.

SECTION 08 71 00 Page 7

Rim cylinders, mortise cylinders, and knobs of bored locksets have interchangeable cores which are removable by special control keys. Stamp each interchangeable core with a key control symbol in a concealed place on the core.

2.3.9 Push Button Mechanisms

Provide in accordance with ANSI/BHMA A156.5 , Grade 1.

2.3.10 Keying System

Provide a master keying system. Provide a construction construction interchangeable cores. Provide key cabinet as specified.

Provide cylinders of Grade 1 products from one manufacturer. Notify the Contracting Officer 90 days prior to the required delivery of the cylinders. Provide temporary cores and keys for the Contractor's use during construction, and for testing of locksets.

2.3.11 Lock Trim

Provide cast, forged, or heavy wrought construction and commercial plain design for lock trim.

2.3.11.1 Knobs and Roses

Provide in accordance with ANSI/BHMA A156.2 and ANSI/BHMA A156.13 for knobs, roses, and escutcheons. For unreinforced knobs, roses, and escutcheons, provide a 0.050 inch thickness. For reinforced knobs, roses, and escutcheons, provide an outer shell thickness of 0.035 inch and a combined total thickness of 0.070 inch, except at knob shanks. Provide knob shanks 0.060 inch thick.

2.3.11.2 Lever Handles

Provide lever handles . Provide in accordance with ANSI/BHMA A156.3 for mortise locks of lever handles for exit devices. Provide lever handle locks with a breakaway feature (such as a weakened spindle or a shear key) to prevent irreparable damage to the lock when force in excess of that specified in ANSI/BHMA A156.13 is applied to the lever handle. Provide lever handles return to within 1/2 inch of the door face.

2.3.11.3 Texture

Provide knurled or abrasive coated knobs or lever handles for doors which are accessible to blind persons and which lead to dangerous areas.

2.3.12 Keys

Provide one file key, one duplicate key, and one working key for each key change and for each master keying system. Provide one additional working key for each lock of each keyed-alike group. Stamp each key with appropriate key control symbol and "U.S. property - do not duplicate." Do not place room number on keys.

2.3.13 Door Bolts

Provide in accordance with ANSI/BHMA A156.16 . Provide dustproof strikes for bottom bolts, except at doors having metal thresholds. Provide

SECTION 08 71 00 Page 8 automatic latching flush bolts in accordance with ANSI/BHMA A156.3 , Type 25.

2.3.14 Closers

Provide in accordance with ANSI/BHMA A156.4 , Series C02000, Grade 1, with PT 4C. Provide with brackets, arms, mounting devices, fasteners, full size covers, except at storefront mounting, and other features necessary for the particular application. Size closers in accordance with manufacturer's printed recommendations, or provide multi-size closers, Sizes 1 through 6, and list sizes in the Hardware Schedule. Provide manufacturer's 10 year warranty.

2.3.14.1 Identification Marking

Engrave each closer with manufacturer's name or trademark, date of manufacture, and manufacturer's size designation in locations that will be visible after installation.

2.3.15 Overhead Holders

Provide in accordance with ANSI/BHMA A156.8 .

2.3.16 Door Protection Plates

Provide in accordance with ANSI/BHMA A156.6 .

2.3.16.1 Sizes of Stretcher and Kick Plates

2 inch less than door width for single doors; 1 inch less than door width for pairs of doors. Provide 10 inch kick plates for flush doors .

2.3.17 Door Stops and Silencers

Provide in accordance with ANSI/BHMA A156.16 . Silencers Type L03011.

Provide three silencers for each single door, two for each pair.

2.3.18 Padlocks

Provide in accordance with ASTM F883.

2.3.19 Thresholds

Provide in accordance with ANSI/BHMA A156.21 . Use J35100, with vinyl or silicone rubber insert in face of stop, for exterior doors opening out, unless specified otherwise.

2.3.20 Weatherstripping Gasketing

Provide in accordance with ANSI/BHMA A156.22 . Provide the type and function designation where specified in paragraph HARDWARE SCHEDULE.

Provide a set to include head and jamb seals, sweep strips, and, for pairs of doors, astragals. Air leakage of weatherstripped doors not to exceed

0.5 cubic feet per minute of air per square foot of door area when tested in accordance with ASTM E283. Provide weatherstripping with one of the following:

SECTION 08 71 00 Page 9

2.3.20.1 Extruded Aluminum Retainers

Extruded aluminum retainers not less than 0.050 inch wall thickness with vinyl, neoprene, silicone rubber, or polyurethane inserts. Provide bronze anodized aluminum.

2.3.20.2 Interlocking Type

Zinc or bronze not less than 0.018 inch thick.

2.3.20.3 Spring Tension Type

Spring bronze or stainless steel not less than 0.008 inch thick.

2.3.21 Rain Drips

Provide in accordance with ANSI/BHMA A156.22 . Provide extruded aluminum rain drips, not less than 0.08 inch thick, dark bronze anodized finish.

Provide the manufacturer's full range of color choices to the Contracting Officer for color selection. Provide rain drips with a 4 inch overlap on each side of each exterior door that is not protected by an awning, roof, eave or other horizontal projection. Set drips in sealant and fasten with stainless steel screws.

2.3.21.1 Door Rain Drips

Approximately 1-1/2 inch high by 5/8 inch projection. Align bottom with bottom edge of door.

2.3.21.2 Overhead Rain Drips

Approximately 1-1/2 inch high by 2-1/2 inch projection. Align bottom with door frame rabbet.

2.3.22 Auxiliary Hardware (Other than locks)

Provide in accordance with ANSI/BHMA A156.16 , Grade 1.

2.3.23 Sliding and Folding Door Hardware

Provide in accordance with ANSI/BHMA A156.14 , Grade 1. Finishes to match other hardware specified herein.

2.3.24 Special Tools

Provide special tools, such as spanner and socket wrenches and dogging keys, as required to service and adjust hardware items.

2.4 FASTENERS

Provide fasteners of type, quality, size, and quantity appropriate to the specific application. Fastener finish to match hardware. Provide stainless steel or nonferrous metal fasteners in locations exposed to weather. Verify metals in contact with one another are compatible and will avoid galvanic corrosion when exposed to weather.

2.5 FINISHES

Provide in accordance with ANSI/BHMA A156.18 . Provide hardware in BHMA

SECTION 08 71 00 Page 10

630 finish (satin stainless steel), unless specified otherwise. Provide items not manufactured in stainless steel in BHMA 626 finish (satin chromium plated) over brass or bronze, except aluminum paint finish for surface door closers, and except BHMA 652 finish (satin chromium plated) for steel hinges. Provide hinges for exterior doors in stainless steel with BHMA 630 finish or chromium plated brass or bronze with BHMA 626 finish. Furnish exit devices in BHMA 626 finish in lieu of BHMA 630 finish .. Match exposed parts of concealed closers to lock and door trim. Match hardware finish for aluminum doors to the doors.

2.6 KEY CABINET AND CONTROL SYSTEM

Provide in accordance with ANSI/BHMA A156.5 , Type required to yield a capacity (number of hooks) 50 percent greater than the number of key changes used for door locks.

PART 3 EXECUTION

3.1 INSTALLATION

Provide hardware in accordance with manufacturers' printed installation instructions. Fasten hardware to wood surfaces with full-threaded wood screws or sheet metal screws. Provide machine screws set in expansion shields for fastening hardware to solid concrete and masonry surfaces.

Provide toggle bolts where required for fastening to hollow core construction. Provide through bolts where necessary for satisfactory installation.

3.1.1 Weatherstripping Installation

Provide full contact, weathertight seals that allow operation of doors without binding the weatherstripping.

3.1.1.1 Stop Applied Weatherstripping

Fasten in place with color matched sheet metal screws not more than 9 inch on center after doors and frames have been finish painted.

3.1.1.2 Interlocking Type Weatherstripping

Provide interlocking, self adjusting type on heads and jambs and flexible hook type at sills. Nail weatherstripping to door 1 inch on center and to heads and jambs at 4 inch on center.

3.1.1.3 Spring Tension Type Weatherstripping

Provide spring tension type on heads and jambs. Provide bronze nails with bronze. Provide stainless steel nails with stainless steel. Space nails not more than 1-1/2 inch on center.

3.1.2 Threshold Installation

Extend thresholds the full width of the opening and notch end for jamb stops. Set thresholds in a full bed of sealant and anchor to floor with cadmium-plated, countersunk, steel screws in expansion sleeves. For aluminum thresholds placed on top of concrete surfaces, coat the underside surfaces that are in contact with the concrete with fluid applied waterproofing as a separation measure prior to placement.

SECTION 08 71 00 Page 11

3.2 FIRE DOORS AND EXIT DOORS

Provide hardware in accordance with NFPA 72 for door alarms, NFPA 80 for fire doors, NFPA 101 for exit doors, and NFPA 252 for fire tests of door assemblies. .

3.3 HARDWARE LOCATIONS

Provide in accordance with SDI/DOOR A250.8 , unless indicated or specified otherwise.

a. Kick and Armor Plates: Push side of single-acting doors. Both sides of double-acting doors.

b. Mop Plates: Bottom flush with bottom of door.

3.4 KEY CABINET AND CONTROL SYSTEM

Locate where directed. Tag one set of file keys and one set of duplicate keys. Place other keys in appropriately marked envelopes, or tag each key. Provide complete instructions for setup and use of key control system. On tags and envelopes, indicate door and room numbers or master or grand master key.

3.5 FIELD QUALITY CONTROL

After installation, protect hardware from paint, stains, blemishes, and other damage until acceptance of work. Submit notice of testing 15 days before scheduled, so that testing can be witnessed by the Contracting Officer. Adjust hinges, locks, latches, bolts, holders, closers, and other items to operate properly. Demonstrate that permanent keys operate respective locks, and give keys to the Contracting Officer. Correct, repair, and finish, errors in cutting and fitting and damage to adjoining work.

AMENDMENT 0002

3.6 HARDWARE SETS

SECTION 08 71 00 Page 12

Provide hardware for aluminum doors under this section. Deliver Hardware templates and hardware, except field applied hardware, to the aluminum door and frame manufacturer for use in fabricating doors and frames.

HW-01 (exterior front double storefront) (push) Doors: 100A 3 ea. Hinges, A8112 1 ea. Door Narrow Stile Concealed Vertical Rod Exit Device 1 ea. Egress Rim Device, LKM7003 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Door Sweep R3A155

HW-02 (interior front second set double (pull) Doors: 102A 3 ea. Hinges, A8112 1 ea. Egress Rim Device, Type 1 F01 1 ea. Closer, C02011 1 ea. Holder Arm, C02051 3 ea. Door Silencer, L03011, Grey

HW-03 (exterior back entrance storefront) (push) Doors: 100B 3 ea. Hinges, A8112 1 ea. Egress Rim Device, LKM7003 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Door Sweep R3A155

HW-04 (interior back second single) (pull) Doors: 102B 3 ea. Hinges, A8112 1 ea. Egress Rim Device, Type 1 F01 1 ea. Closer, C02011 1 ea. Holder Arm, C01101 3 ea. Door Silencer, L03011, Grey

HW-05 (exterior side doors) (push) Doors: 121, 109 3 ea. Hinges, A8112 1 ea. Egress Rim Device, LKM7003 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Door Sweep R3A155

HW-06 (exterior mech. double door) (no closer) Doors: 115, 215B, 315B, 415B 6 ea. Hinges, A8112 2 ea. Lever Extension Flush Bolt, L04091 2 ea. Dust Proof Strike, 570 1 ea. Lockset F07 (storage) 1 ea. Interchangeable Core Cylinder F24 2 ea. Chain Door Stop, L02222 2 ea. Gasketing, S88 2 ea. Sweep, R0Y416 1 ea. Astragal, ROY634

HW-07 (electrical, TR., elevator mech.)

SECTION 08 71 00 Page 13

Doors: 100C, 111, 211, 311, 411, 123, 223, 323, 423 3 ea. Hinges, A8112 1 ea. Lockset F07 (storage) Interchangeable Core Cylinder E09241 1 ea. Closer, C01021 1 ea. Holder Arm, C01101 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, Grey

HW-08 (interior mech. (second thru fourth)) (push) Doors: 215A, 315A, 415A 3 ea. Hinges, A8112 1 ea. Lockset F07 (storage) Interchangeable Core Cylinder E09241 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, Grey

HW-09 (company Storage- will be meeting room) (push) Doors: 105, 205, 305, 405 3 ea. Hinges, A8112 1 ea. Lockset F05 (Classroom) Interchangeable Core Cylinder E09241 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, Grey

HW-10 (janitor) (push) Doors: 114, 214, 314, 414 3 ea. Hinges, A8112 1 ea. Lockset F07 (storage) Interchangeable Core Cylinder E09241 1 ea. Closer, C02011 1 ea. Holder Arm C02051 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-11 (latrines and showers) (push) Doors: 125, 225, 325, 425, 118, 218, 318, 418, 113, 213, 313, 413, 106, 206, 306, 406 3 ea. Hinges, A8112 1 ea. Lockset F01 (Passage) 1 ea. Closer, C02011 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 1 ea. Mop Plate, J103, Metal, 4” x 2” LDW 1 ea. Wall Stop, L02101 3 ea. Door Silencer, L03011, grey

HW-12 (senior leaders Bath) (push) Doors: 116A, 216A, 316A, 416A, 117A, 217A, 317A, 417A 3 ea. Hinges, A8112 1 ea. Lockset F22 (Privacy, Bath) 1 ea. Closer, C02011 1 ea. Mop Plate, J103, Metal, 4” x 2” LDW 1 ea. Wall Stop, L02101 3 ea. Door Silencer, L03011, grey

SECTION 08 71 00 Page 14

HW-13 (senior leader quarters) (push) Doors: 116, 216, 316, 416, 117, 217, 317, 417 3 ea. Hinges, A8112 1 ea. Heavy Duty Mechanical Pushbutton Lever Lock, E09401 1 ea. Closer, C02011 1 ea. Holder Arm C02051 3 ea. Door Silencer, L03011, grey

HW-14 (from main corridor to corridor) (cipher-failsafe) (pull) Doors: 107, 207, 307, 407, 112, 212, 312, 412,119, 219, 319, 419, 124, 224, 324, 424 3 ea. Hinges, A8112 1 ea. Egress Rim Device, LKM7003 1 ea. Closer, C01021 1 ea. Holder Arm, C01101 2 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-15 (from main corridor to stair) (push) Doors: 201, 301, 401 3 ea. Hinges, A8112 1 ea. Egress Rim Device, Type 1 F01 1 ea. Closer, C02011 1 ea. Holder Arm C02051 2 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-16 (from main corridor to laundry) (pull) Doors: 126, 226, 326, 426, 204, 304, 404 3 ea. Hinges, A8112 1 ea. Lockset F01 (Passage) 1 ea. Closer, C01021 1 ea. Holder Arm, C01101 2 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-17 (from end stair to sleeping bay) (push) (cipher-failsafe) Doors: 120B, 220B, 320B, 420B, 122B, 222B, 322B, 422B, 110B, 210B, 310B, 410B, 108B, 208B, 308B, 408B 3 ea. Hinges, A8112 1 ea. Egress Rim Device, LKM7003 1 ea. Closer, C02011 1 ea. Holder Arm C02051 2 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-18 (from secondary corridor to sleeping bay) (push) Doors: 120A, 220A, 320A, 420A, 122A, 222A, 322A, 422A, 110A, 210A, 310A, 410A, 108A, 208A, 308A, 408A 3 ea. Hinges, A8112 1 ea. Egress Rim Device, Type 1 F01 1 ea. Closer, C02011 1 ea. Holder Arm C02051 2 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, grey

HW-19 (elevator pit access)

SECTION 08 71 00 Page 15

Door: 126B 3 ea. Hinges, A8112 1 ea. Lockset F07 (storage) Interchangeable Core Cylinder E09241 1 ea. Holder Arm, C01101 3 ea. Door Silencer, L03011, Grey

HW-20 (attic access) Door: 415C 3 ea. Hinges, A8112 1 ea. Lockset F01 (passage) 1 ea. Closer, C01021 1 ea. Holder Arm, C01101 1 ea. Kick Plate, J102 Metal, 10” x 2” LDW 3 ea. Door Silencer, L03011, Grey

***************************************************************AMENDMENT 0002

-- End of Section --

SECTION 08 71 00 Page 16

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 45 04.10 06

CONTRACTOR QUALITY CONTROL

PART 1 GENERAL

1.1 REFERENCES

1.2 PAYMENT

1.3 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 DQCP - NOT USED

3.2.1 Acceptance of Plan

3.3 CONSTRUCTION QUALITY CONTROL PLAN (CQCP)

3.3.1 Content of the CQC Plan

3.3.2 Acceptance of Plan

3.3.3 Notification of Changes

3.4 COORDINATION MEETING

3.4.1 Subcontractor CQC Orientation

3.5 CONSTRUCTION QUALITY CONTROL ORGANIZATION

3.5.1 Personnel Requirements

3.5.2 CQC System Manager Qualifications and Duties

3.5.3 CQC Personnel

3.5.3.1 Registered Roof Observer

3.5.3.2 RRO COMMUNICATION WITH THE GOVERNMENT

3.5.4 Additional Requirement

3.5.5 Organizational Changes

3.6 SUBMITTALS AND DELIVERABLES

3.7 CONTROL

3.7.1 Preparatory Phase

3.7.2 Initial Phase

3.7.3 Follow-up Phase

3.7.4 Additional Preparatory and Initial Phases

3.8 TESTS

3.8.1 Testing Procedure

3.8.2 Testing Laboratories

3.8.2.1 Capability Check

3.8.2.2 Capability Recheck

3.8.3 Onsite Laboratory

3.8.4 Furnishing or Transportation of Samples for Testing

3.9 COMPLETION INSPECTION

3.9.1 Punch-Out Inspection

3.9.2 Pre-Final Inspection

3.9.3 Final Acceptance Inspection

3.10 DOCUMENTATION

3.11 NOTIFICATION OF NONCOMPLIANCE

SECTION 01 45 04.10 06 Page 1

AMENDMENT 0002 - CORRECTED FINAL

-- End of Section Table of Contents --

SECTION 01 45 04.10 06 Page 2

SECTION 01 45 04.10 06

CONTRACTOR QUALITY CONTROL

04/20

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 in the text by basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM D3740 (2019) Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction

ASTM E329 (2018) Standard Specification for Agencies Engaged in Construction Inspection, Testing, or Special Inspection

1.2 PAYMENT

Separate payment will not be made for providing and maintaining an effective Quality Control program, and all costs associated therewith shall be included in the applicable unit prices or lump-sum prices contained in the Bidding Schedule.

1.3 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval, or for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with LRL Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Quality Control Plan; G

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

The Contractor is responsible for quality control and shall establish and maintain an effective quality control system in compliance with FAR 52.246-12 - Inspection of Construction. The quality control system shall consist of plans, procedures, and organization necessary to produce an end

SECTION 01 45 04.10 06 Page 3

AMENDMENT 0002 - CORRECTED FINAL

product which complies with the contract requirements. The system shall cover all design and construction operations, both onsite and offsite, and shall be keyed to the proposed construction sequence. The site project superintendent will be held responsible for the quality of work on the job and is subject to removal by the Contracting Officer for non-compliance with the quality requirements specified in the contract. The site project superintendent in this context shall be the highest level manager responsible for the overall construction activities at the site, including quality and production. The site project superintendent shall maintain a physical presence at the site at all times, except as otherwise acceptable to the Contracting Officer, and shall be responsible for all construction and construction related activities at the site.

3.2 DQCP - NOT USED

3.2.1 Acceptance of Plan

Acceptance of the Contractor's Quality Control Plan for Design is required prior to the start of design. Acceptance is conditional and will be predicated on satisfactory performance during the preparation of design documents. The Government reserves the right to require the Contractor to make changes in his CQC Plan for Design, and operations including removal of personnel, as necessary, to obtain the quality specified.

3.3 CONSTRUCTION QUALITY CONTROL PLAN (CQCP)

The Contractor shall furnish for review by the Government, not later than thirty (30) days after receipt of notice to proceed, the Contractor Construction Quality Control (CQC) Plan proposed to implement the requirements of FAR 52.246-12 - Inspection of Construction. The plan shall identify personnel, procedures, control, instructions, tests, records, and forms to be used. The Government will consider an interim plan for the first thirty (30) days of operation. Construction will be permitted to begin only after acceptance of the CQC Plan or acceptance of an interim plan applicable to the particular feature of work to be started. Work outside of the features of work included in an accepted interim plan will not be permitted to begin until acceptance of a CQC Plan or another interim plan containing the additional features of work to be started.

3.3.1 Content of the CQC Plan

The CQC Plan shall include, as a minimum, the following to cover all construction operations, both onsite and offsite, including work by subcontractors, fabricators, suppliers, and purchasing agents:

a. A description of the quality control organization, including a chart showing lines of authority and acknowledgment that the CQC staff shall implement the three phase control system for all aspects of the work specified. The staff shall include a CQC System Manager who shall report to someone higher in the Contractor's organization than the project superintendent, shall not be the superintendent.

Amendment 0002*************************************************

b. The name, qualifications (in resume format), duties, responsibilities, and authorities of each person assigned a CQC function. Resumes shall be included for PM, QCM,QCS,Superintendent

SECTION 01 45 04.10 06 Page 4 and all alternates.

******************************************************Amendment 0002

c. A copy of the letter to the CQC System Manager signed by an authorized official of the firm which describes the responsibilities and delegates sufficient authorities to adequately perform the functions of the CQC System Manager, including authority to stop work which is not in compliance with the contract. The CQC System Manager shall issue letters of direction to all other various quality control representatives outlining duties, authorities, and responsibilities. Copies of these letters shall also be furnished to the Government.

d. Procedures for scheduling, reviewing, certifying, and managing submittals, including those of subcontractors, offsite fabricators, suppliers, and purchasing agents. These procedures shall be in accordance with LRL Section 01 33 00 SUBMITTAL

PROCEDURES.

e. Control, verification, and acceptance testing procedures for each specific test to include the test name, specification paragraph requiring test, feature of work to be tested, test frequency, and person responsible for each test. (Laboratory facilities will be approved by the Contracting Officer.)

f. Procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation.

g. Procedures for tracking construction deficiencies from identification through acceptable corrective action. These procedures shall establish verification that identified deficiencies have been corrected.

h. Reporting procedures, including proposed reporting formats.

i. A list of the definable features of work. A definable feature of work is a task which is separate and distinct from other tasks, has separate control requirements, and may be identified by different trades or disciplines, or it may be work by the same trade in a different environment. Although each section of the specifications may generally be considered as a definable feature of work, there are frequently more than one definable features under a particular section. This list will be agreed upon during the coordination meeting.

3.3.2 Acceptance of Plan

Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC Plan and operations including removal of personnel, as necessary, to obtain the quality specified.

3.3.3 Notification of Changes

After acceptance of the CQC Plan, the Contractor shall notify the

SECTION 01 45 04.10 06 Page 5

Contracting Officer in writing of any proposed change. Proposed changes are subject to acceptance by the Contracting Officer.

3.4 COORDINATION MEETING

After the Preconstruction Conference, before start of construction, and prior to acceptance by the Government of the CQC Plan, the Contractor shall meet with the Contracting Officer or Authorized Representative and discuss the Contractor's quality control system. The CQC Plan shall be submitted for review a minimum of thirty (30) calendar days prior to the Coordination Meeting. During the meeting, a mutual understanding of the system details shall be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both onsite and offsite work, and the interrelationship of Contractor's Management and control with the Government's Quality Assurance. Minutes of the meeting shall be prepared by the Government and signed by both the Contractor and the Contracting Officer. The minutes shall become a part of the contract file. There may be occasions when subsequent conferences will be called by either party to reconfirm mutual understandings and/or address deficiencies in the CQC system or procedures which may require corrective action by the Contractor.

3.4.1 Subcontractor CQC Orientation

Before a Subcontractor begins work on the jobsite, the CQC System Manager will train the Subcontractor and answer any questions pertaining to quality control operations. This requirement is waived only if a Subcontractor attended the initial coordination meeting described above.

A record of the orientation shall be documented in the QC Report.

3.5 CONSTRUCTION QUALITY CONTROL ORGANIZATION

3.5.1 Personnel Requirements

a. The requirements for the CQC organization are a CQC System Manager and sufficient number of additional qualified personnel to ensure safety and contract compliance. A Site Safety Health Officer (SSHO) will be required for this contract. See LRL Section 01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS for the SSHO qualifications and duties.

b. Personnel identified in the technical provisions as requiring specialized skills to assure the required work is being performed properly will also be included as part of the CQC organization. The Contractor's CQC staff shall maintain a presence at the site at all times during progress of the work and have complete authority and responsibility to take any action necessary to ensure contract compliance. The CQC staff shall be subject to acceptance by the Contracting Officer. The Contractor shall provide adequate office space, filing systems and other resources as necessary to maintain an effective and fully functional CQC, and safety/health organization. Complete records of all letters, material submittals, shop drawing submittals, schedules and all other project documentation shall be promptly furnished to the CQC organization by the Contractor. The CQC organization shall be responsible to maintain these documents and records at the site at all times and made available to the SSHO, except as otherwise acceptable to the Contracting Officer.

3.5.2 CQC System Manager Qualifications and Duties

a. The Contractor shall identify as CQC System Manager an individual

SECTION 01 45 04.10 06 Page 6 within the onsite work organization who shall be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. The CQC System Manager shall be a graduate engineergraduate architect, or a graduate of construction management, with a minimum of 5 years construction experience on construction similar to this contract, or a construction person with a minimum of 10 years in related quality management work.

b. This CQC System Manager shall be employed by the Prime Contractor and be on the site at all times during construction. Alternate(s) for the CQC System Manager shall be identified in the CQC Plan to serve in the event of the CQC System Manager's absence. The requirements for the alternates shall be the same as for the designated CQC System Manager.

c. The CQC System Manager shall be:

assigned no other duties except being the CQC System Manager. Shall not be the SSHO or the superintendent.

3.5.3 CQC Personnel

a. NOT USED

b. In addition to CQC personnel specified elsewhere in the contract, the Contractor shall provide as part of the CQC organization specialized personnel to assist the CQC System Manager for the following areas identified per Experience Matrix Table. These individuals must be as identified in the qualifications. These individuals identified per the Experience Matrix Table, shall be responsible to the CQC System Manager;

be physically present at the construction site during work on their areas of responsibility; have the necessary education and/or experience in accordance with the experience matrix listed herein. These individuals in the Experience Matrix Table shall have no other duties other than quality control.

c. The word "graduate" below indicates an individual possessing a four-year college degree accredited in the respective field listed-with experience obtained following graduation in the type of work being performed on the project.

Experience Matrix Table

AREA QUALIFICATIONS

a. NOT USED

b. Civil Graduate Civil Engineer with 2 years related experience or person with 5 yrs related experience

SECTION 01 45 04.10 06 Page 7

AREA QUALIFICATIONS

a. NOT USED

c. Geotechnical ,Concrete, Pavements and Soil

Graduate Geotechnical Engineer or Civil Engineer specializingin Geotechnical Engineering with 3 yrs relevant experience or Engineering Technician, working under the direction of a Licensed Professional Engineer, with 5 yrs relevant experience and supplemented with the Corps validated QC testing laboratory

d. Mechanical & Plumbing ,PRIME CONTRACTOR Graduate Mechanical Engineer with 2 yrs related experience or person with 5 yrs related experience - PRIME CONTRACTOR

e. Electrical , IT/ Communications - PRIME

CONTRACTOR

Graduate Electrical Engineer with 2 yrs related experience or person with 5 yrs related experience - PRIME CONTRACTOR

f. Structural Graduate Structural Engineer with 2 yrs related experience or person with 5 yrs related experience - PRIME CONTRACTOR

g. NOT USED N/A

h. NOT USED N/A

i. LEED-AP BD+C LEED Accredited by GBCI (Green Building Certification Institute)

j. Submittals - PRIME CONTRACTOR Submittal Clerk with 1yr experience

k. NOT USED N/A

l. NOT USED

m. NOT USED N/A

SECTION 01 45 04.10 06 Page 8

AREA QUALIFICATIONS

a. NOT USED

n. NOT USED N/A

o. Roofing RCI Registered Roof Observer

3.5.3.1 Registered Roof Observer

a. The Contractor shall hire an independent RCI Registered Roof Observer (RRO) to perform roof installation quality control during the course of this contract. The independent RRO shall not be employed by the prime contractor but shall be subcontracted and responsible for reporting conditions simultaneously to the Government and the Contractor. The RRO shall be on site for the duration of the roofing operations. The Registered Roof Observers will perform daily oversight and quality control on all roof work to assure compliance with the projects plans and specifications.

b. The Government will supply the format of the daily report file which is intended to supplement the daily QC report instead of replacing same.

The RRO shall provide daily reports per CQC requirements, number of squares of roof places and the contractors compliance with specifications and details. The RRO shall take daily color photographs (a minimum 24 photos total for the project) of every type of activity performed that shall include (but not limited to) insulation attachment, application of roofing membrane and flashings, sheet metal installation, kettle operation, material storage/handling and compliance with safety requirements. Photos may be digital but one hard color copy shall be made daily and kept on site.

c. If an Army Reserve Project, the Contractor shall create initial update Asset Management Data file using commercially available industry standard software that is compatible with that used by USAR-IMCOM.

3.5.3.2 RRO COMMUNICATION WITH THE GOVERNMENT

The Registered Roof Observer shall submit all plans, schedules, reports, and documentation directly to the Contracting Officer's Representative concurrent with submission to the CQC System Manager. The RRO shall have direct communication with the Contracting Officer's Representative regarding all elements of the roofing installation process.

3.5.4 Additional Requirement

In addition to the above experience and/or education requirements the CQC System Manager and Alternate(s) shall have completed and passed the course entitled "Construction Quality Management For Contractors" within the last 5 years. A copy of the certification shall be provided with the CQCP.

This course is periodically offered by the Associated Builders and Constructors, Inc., or Associated General Contractor, Inc., and the U.S.

Army Corps of Engineers.

SECTION 01 45 04.10 06 Page 9

3.5.5 Organizational Changes

The Contractor shall maintain the CQC staff at full strength at all times.

When it is necessary to make changes to the CQC staff, the Contractor shall revise the CQC Plan to reflect the changes and submit the changes to the Contracting Officer for acceptance.

3.6 SUBMITTALS AND DELIVERABLES

Submittals, if needed, shall be made as specified in LRL Section 01 33 00 SUBMITTAL PROCEDURES. The CQC organization shall be responsible for certifying that all submittals and deliverables are in compliance with the contract requirements. When LRL Section 01 46 00.00 06 TOTAL BUILDING COMMISSIONING is included in the contract, the submittals required by those sections shall be coordinated with LRL Section 01 33 00 SUBMITTAL PROCEDURES to ensure adequate time is allowed for each type of submittal required.

3.7 CONTROL

Contractor Quality Control is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control shall be conducted by the CQC System Manager for each definable feature of work as follows:

3.7.1 Preparatory Phase

This phase shall be performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work…