W912QR22R0028_CUI_CF_Specs-0004.pdf

Controlled by: USACE-LRL-ED-MA CUI Category(ies):

LDC or Distribution Statement: N/A POC: Blake Gevedon Contracting Specialist william.b.gevedon@usace.army.mi 502.315.6791

Materials shall be submitted to potential offerors currently certified in the Joint Certification Program (JCP) only.

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

Solicitation W912QR22R0028 for the Phase 1 Air Force Materiel Command HQ Renovation at Wright-Patterson Air Force Base, OH is hereby amended as follow s:

SEE ATTACHED SUMMARY OF CHANGES AMDT 0004

1. CONTRACT ID CODE PAGE OF PAGES

1 7

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 W912QR22R0028

X 9B. DATED (SEE ITEM 11)

10-Nov-2022

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

05-Jan-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:

W912QR22R0028_CUI_CF_Specs-0004

W912QR22R0028

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:

SUMMARY OF CHANGES AMDT 0004

W912QR22R0028

AFMC HQ Renovation – Building 262 Phase 1 Wright-Patterson AFB, OH Amendment 0004 – Summary of Changes

The specifications and drawings for subject project are hereby modified as follows:

1. The following DRAWING SHEETS have been replaced:

G100B.4 - LIFE SAFETY SEQUENCING FLOOR PLAN – FIRST FLOOR – PHASE 1

G100C.2 - LIFE SAFETY SEQUENCING FLOOR PLAN – SECOND FLOOR – PHASE 1

B-000 – BORING LOCATION PLAN – PHASE 1

C-001 – CIVIL NOTES – PHASE 1

AD110A – AREA DEMOLITION FLOOR PLAN – BASEMENT – AREA 10 – PHASE 1

AD100B – OVERALL DEMOLITION FLOOR PLAN – FIRST FLOOR – PHASE 1

AD100C – OVERALL DEMOLITION PLAN – SECOND FLOOR – PHASE 1

AD101C – AREA DEMOLITION FLOOR PLAN – SECOND FLOOR – AREA 1 – PHASE 1

AD112C – SECOND FLOOR – AREA 12 – PHASE 1

A110A – AREA FLOOR PLAN – BASEMENT – AREA 10 – PHASE 1

A110A-A – NORTH VESTIBULE FLOOR PLAN – BASEMENT – PHASE 1

A112C – SECOND FLOOR – AREA 12 – PHASE 1

A201 – OVERALL EXTERIOR ELEVATIONS – PHASE 1

A202 – ENLARGED EXTERIOR ELEVATIONS – NORTH – PHASE 1

A207 – ENLARGED EXTERIOR ELEVATIONS – SOUTH – PHASE 1

A208 – ENLARGED EXTERIOR ELEVATIONS – EAST – PHASE 1

A209 – ENLARGED EXTERIOR ELEVATIONS – EAST – PHASE 1

A214 – EXTERIOR ELEVATIONS – PHASE 1

A411 – ENLARGED SEQUENCED FLOOR PLANS – PHASE 1

A412 – ENLARGED SEQUENCED FLOOR PLANS – PHASE 1

A508 – WALL SECTIONS – PHASE 1

A602 – DOOR SCHEDULE – PHSE 1

A603 – DOOR SCHEDULE – PHASE 1

A703 – PARTITION TYPES – PHASE 1

I601 – ROOM FINISH SCHEDULE – PHASE 1

I602 – ROOM FINISH SCHEDULE – PHASE 1

I605 – FINISH MATERIAL LEGEND – PHASE 1

P103B – AREA FLOOR PLAN – FIRST FLOOR – AREA 3 – PHASE 1

P103C – AREA FLOOR PLAN – SECOND FLOOR – AREA 3 – PHASE 1

EP121A – BASEMENT EQUIPMENT PLAN – AREA 1 – PHASE 1

EP123A – BASEMENT EQUIPMENT PLAN – AREA 3 – PHASE 1

EP124A – BASEMENT EQUIPMENT PLAN – AREA 4 – PHASE 1

EP130A – BASEMENT EQUIPMENT PLAN – AREA 10 – PHASE 1

EP121B – FIRST FLOOR EQUIPMENT PLAN – AREA 1 – PHASE 1

EP122B – FIRST FLOOR EQUIPMENT PLAN – AREA 2 – PHASE 1

EP123B – FIRST FLOOR EQUIPMENT PLAN – AREA 3 – PHASE 1

EP124B – FIRST FLOOR EQUIPMENT PLAN – AREA 4 – PHASE 1

EP127B – FIRST FLOOR EQUIPMENT PLAN – AREA 7 – PHASE 1

EP130B – FIRST FLOOR EQUIPMENT PLAN – AREA 10 – PHASE 1

EP121C – SECOND FLOOR EQUIPMENT PLAN – AREA 1 – PHASE 1

EP122C – SECOND FLOOR EQUIPMENT PLAN – AREA 2 – PHASE 1

EP123C – SECOND FLOOR EQUIPMENT PLAN – AREA 3 – PHASE 1

EP124C – SECOND FLOOR EQUIPMENT PLAN – AREA 4 – PHASE 1

EL110A – BASEMENT LIGHTING PLAN – AREA 10 – PHASE 1

EL110C – SECOND FLOOR LIGHTING PLAN – AREA 10 – PHASE 1

E402 – ENLARGED POWER PLANS – PHASE 1

E622 – EQUIPMENT SCHEDULES – PHASE 1

E644 – PANELBOARD SCHEDULES – PHASE 1

E647 – PANELBOARD SCHEDULES – PHASE 1

E651 – PANELBOARD SCHEDULES – PHASE 1

E653 – PANELBOARD SCHEDULES – PHASE 1

E655 – PANELBOARD SCHEDULES – PHASE 1

E659 – PANELBOARD SCHEDULES – PHASE 1

E661 – PANELBOARD SCHEDULES – PHASE 1

E662 – PANELBOARD SCHEDULES – PHASE 1

TY001 – GENERAL NOTES, SYMBOLS, & SCHEDULES – PHASE 1

TYD01A – ELECTRONIC SECURITY SYSTEM DEMOLITION BASEMENT – AREA 1 – PHASE 1

TYD04A – ELECTRONIC SECURITY SYSTEM DEMOLITION BASEMENT – AREA 4 – PHASE 1

TYD02B – ELECTRONIC SECURITY SYSTEM DEMOLITION FIRST FLOOR – AREA 2 –

PHASE 1

TYD03B – ELECTRONIC SECURITY SYSTEM DEMOLITION FIRST FLOOR – AREA 3 –

PHASE 1

TYD04B – ELECTRONIC SECURITY SYSTEM DEMOLITION FIRST FLOOR – AREA 4 –

PHASE 1

TYD07B – ELECTRONIC SECURITY SYSTEM DEMOLITION FIRST FLOOR – AREA 7 –

PHASE 1

TYD10B – ELECTRONIC SECURITY SYSTEM DEMOLITION FIRST FLOOR – AREA 10 –

PHASE 1

TYD01C – ELECTRONIC SECURITY SYSTEM DEMOLITION SECOND FLOOR – AREA 1 – PHASE 1

TYD02C – ELECTRONIC SECURITY SYSTEM DEMOLITION SECOND FLOOR – AREA 2 – PHASE 1

TYD03C – ELECTRONIC SECURITY SYSTEM DEMOLITION SECOND FLOOR – AREA 3 – PHASE 1

TYD04C – ELECTRONIC SECURITY SYSTEM DEMOLITION SECOND FLOOR – AREA 4 – PHASE 1

TY102B – ELECTRONIC SECURITY SYSTEM PLAN FIRST FLOOR – AREA 2 – PHASE 1

TY103C – ELECTRONIC SECURITY SYSTEM PLAN SECOND FLOOR – AREA 3 – PHASE 1

2. The following SPECIFICATION SECTIONS have been replaced:

00 00 00 Table of Contents 00 10 00 Price Breakout Schedule 00 80 00 Attachment Submittal Register 01 50 00 Attachment AFMC Gov Trailer Requirements 01 50 00 Attachment Security Forces Trailer Requirements

03 01 00 REHABILITATION OF CONCRETE

08 71 00 DOOR HARDWARE

09 65 00 RESILIENT FLOORING

09 96 00 HIGH-PERFORMANCE COATINGS

23 01 30.41 HVAC SYSTEM CLEANING

23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

3. The following SPECIFICATION SECTIONS have been added:

08 71 13 AUTOMATIC DOOR OPERATORS

4. The following SPECIFICATION SECTIONS have been removed:

08 33 13 COILING COUNTER DOORS

09 2 00 WALLCOVERINGS

5. The Proposal Due Date is hereby extended to 19 January 2022 at 4:00 PM Eastern Time.

6. All other terms and conditions remain unchanged.

End of Summary

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 12-Jan-2023 04:00 PM to 19-Jan-2023 04:00 PM.

The following have been modified:

PRICE BREAKOUT SCHEDULE

SECTION 00 10 00

PRICE BREAKOUT SCHEDULE

Amendment #0004

OFFEROR'S NAME:

CONTRACT LINE ITEM SCHEDULE

Phase 1

CLIN Description Unit Amount

BASE

The CLIN includes all work, labor, materials, and equipment required to renovate/repair Building 10262, Phase 1 excluding work included in CLIN’s 0002 through 005. For purposes of bidding ACM removal, spalled concrete, spalled stucco, and crack repair, utilize quantities identified in the drawings: AD100A, AD100B, AD100C, A211 and A212. This CLIN includes a GPR survey in the Phase 1 basement floor areas to determine limits of void fill; for this CLIN, assume the volume of void fill is 44 cubic yards of flowable fill. This CLIN includes all site work to include trailer and laydown area and temp access gate.

Job

This CLIN includes all work, labor, materials, and equipment required to construct minor construction building additions (2,459 GSF, Phase 1. This CLIN includes the north vestibule as shown on the drawings.

Due to statutory funding limitations, the total price for CLINs 0002 may not exceed $1,600,000. Award will not be made to any offeror whose price for CLIN 0002 exceeds $1,600,000.

This CLIN includes all work, labor, materials, and equipment required for renovation of Building 10263 structure, Phase 1.

CLIN Description Unit Amount

This CLIN includes all work, labor, materials, and equipment required for renovation of Building 10264 structure.

(AFMC

FUNDED)

This CLIN includes all work, labor, materials, and equipment required to furnish and install Electronic Security System (ESS) devices, and to commission the system for Phase

1. The ESS consists of Closed- Circuit Television (CCTV), Access Control System (ACS) and Intrusion Detection System (IDS). Equipment includes card readers, motion and door sensors, keypads, control units, headend equipment, scanners and cameras. This also includes cabling for ESS equipment.

This CLIN also includes all work, labor, materials, and equipment required to furnish and install Audio-Visual System devices for Phase

1. This also includes cabling for AV systems.

This CLIN also includes all work, labor and materials required for sound masking as shown in the design.

This CLIN includes all work, labor, materials, and equipment required to fit-out the Communications Rooms for Phase 1. Includes all work to furnish and install data cabinets/racks, PDU’s, and patch panels within the Communications Rooms.

Note: Furnish and install all infrastructure (conduit, cabling, and pathways) to the communications rooms are included in CLIN 0001.

OPT

This CLIN includes all work, labor, materials, and equipment required to Remediate Additional Asbestos Containing Material (ACM) in Phase 1 areas (assumed quantity = 22,552 FT^2)that exceeds the quantity included in CLIN 0001. CLINS 0006, 0007, 0008 and 00009 may each be exercised up to 10 times. For price evaluation purposes, the price of each option will be counted once in calculating the Total Evaluated Price.

This option may be awarded 1095 days from NTP.

Amdt. #0004

OPT

This CLIN includes all work, labor, materials, and equipment required to Repair Additional Cracks, Rebar and Spawls on / in Cast in Place Concrete Structure in Phase 1 areas. (assumed quantity = 750SF of spalled concrete, 750SF of spalled cement stucco and 1,000LF of crack repair) that exceed the quantity included in CLIN 0001. CLINS 0006, 0007, 0008 and 00009 may each be exercised up to 10 times. For price evaluation purposes, the price of each option will be counted once in calculating the Total Evaluated Price.

OPT

This CLIN includes all work, labor, materials, and equipment required to Fill additional voids below building slab (flowable fill) in Phase 1 areas. (assumed quantity = 100 cubic yards that exceed the quantity included in the CLIN 0001) CLINS 0006, 0007, 0008 and 00009 may each be exercised up to 10 times. For price evaluation purposes, the price of each option will be counted once in calculating the Total Evaluated Price.

Note: Base CLIN 0001 includes the survey (GPR) to locate voids.

00009

This CLIN includes all work, labor, materials, and equipment required to provide 100 manhours of a qualified electrician to provide emergency electrical stand-by during critical cross-over of service in all Phase 1 areas. CLINS 0006, 0007, 0008 and 00009 may each be exercised up to 10 times. For price evaluation purposes, the price of each option will be counted once in calculating the Total Evaluated Price.

This CLIN includes all work, labor, materials, and equipment required to furnish and install Furniture, Fixtures & Equipment for Phase 1 – CC bump out area only. Includes all information, details, and coordination necessary to provide loose furnishings, including wiring modular furniture, as noted in the I-series drawings and in the FF&E (Furniture, Fixtures and Equipment) Package, which are items that are not permanently attached to the construction.

This option may be awarded 820 days from NTP.

BASE

This CLIN includes reimbursement via Construction CCA (Connecting Charge Agreement) to American Water for labor, equipment and inspection as outlined in the drawings and specifications

$469,858.21

This CLIN includes reimbursement to AES via a Construction CCA (Connecting Charge Agreement) for equipment and inspection as outlined in the drawings and specifications as related to the AES transformer relocations at B10266 and the new electrical service for the Contractor Laydown yard to the south of B10262.

$594,518.10

SUBTOTAL (PHASE 1 – BASE)

SUBTOTAL (PHASE 1 - OPTIONS)

TOTAL (PHASE 1 – BASE + OPTIONS)_

(End of Summary of Changes)

P2#475429 Repair/Reno AFMC HQ 10262 CUI Wright-Patterson AFB –Phase 1

PROJECT TABLE OF CONTENTS Page 1 CUI Amendment #0004

PROJECT TABLE OF CONTENTS

VOLUME 1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 PRICE BREAKOUT SCHEDULE

00 80 00.00 06 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 08/15 SUMMARY OF WORK

01 32 01.00 06 07/18 PROJECT SCHEDULE

01 33 000 8/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29.00 06 11/17 SUSTAINABILITY REPORTING

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 35 43 12/20 GENERAL ENVIRONMENTAL PROTECTION

REQUIREMENTS (WPAFB)

01 42 00 02/19 SOURCES FOR REFERENCE

PUBLICATIONS

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM

CONTRACTOR MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING

01 50 00 11/20 TEMPORARY CONSTRUCTION

FACILITIES AND CONTROLS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT

AND DISPOSAL

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

VOLUME 2

DIVISION 02 - EXISTING CONDITIONS

02 41 00 05/10 DEMOLITION AND DECONSTRUCTION

PROJECT TABLE OF CONTENTS Page 2 CUI Amendment #0004

DIVISION 03 - CONCRETE

03 01 00 02/18 REHABILITATION OF CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

03 33 00 11/09 CAST-IN-PLACE ARCHITECTURAL

CONCRETE

03 35 43 12/21 POLISHED CONCRETE FINISHING

03 62 15.00 06 07/16 FLOWABLE FILL

DIVISION 04 - MASONRY

04 20 00 11/15 UNIT MASONRY

04 72 00 09/20 CAST STONE MASONRY

DIVISION 05 - METALS

05 05 20.00 27 02/21 POST-INSTALLED CONCRETE AND

MASONRY ANCHORS

05 05 23.16 08/18 STRUCTURAL WELDING

05 12 00 08/18 STRUCTURAL STEEL

05 30 00 05/15 STEEL DECKS

05 40 00 05/15 COLD-FORMED METAL FRAMING

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 50 14 08/18 STRUCTURAL METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

05 51 00.01 05/22 PREFABRICATED ALUMINUM STAIRS

05 51 33 02/16 METAL LADDERS

05 52 00 02/18 METAL RAILINGS

05 52 16 12/21 METAL EGRESS BARRIER GATES

05 75 00 05/21 DECORATIVE FORMED METAL

PROJECT TABLE OF CONTENTS Page 3 CUI Amendment #0004

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 08/16 ROUGH CARPENTRY

06 16 00 10/20 SHEATHING

06 20 00 08/16 FINISH CARPENTRY

06 41 16.00 10 08/10 PLASTIC-LAMINATE-CLAD

ARCHITECTURAL CABINETS

06 61 16 08/10 SOLID SURFACING FABRICATIONS

06 64 00 11/19 PLASTIC PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50.19 05/20 PREPARATION FOR REROOFING

07 13 53 02/16 ELASTOMERIC SHEET WATERPROOFING

07 17 00 08/22 BENTONITE WATERPROOFING

07 17 10 08/22 BENTONITE INJECTION

WATERPROOFING

07 21 13 02/16 BOARD INSULATION

07 21 16 11/11 MINERAL FIBER BLANKET INSULATION

07 22 00 02/16 ROOF AND DECK INSULATION

07 24 00 05/11 POLYMER-BASED EXTERIOR FINISH

SYSTEMS (EFS)

07 27 10.00 10 08/19 BUILDING AIR BARRIER SYSTEM

07 27 19.01 05/17 SELF-ADHERING AIR BARRIERS

07 27 26 05/17 FLUID-APPLIED MEMBRANE AIR

BARRIERS

07 27 36 05/17 SPRAY FOAM AIR BARRIERS

07 42 13 05/11 METAL WALL PANELS

07 42 17 06/20 INSULATED-CORE METAL WALL BACKUP

PANEL SYSTEM

07 42 93 05/22 SOFFIT PANELS

07 44 56 06/20 MINERAL-FIBER-REINFORCED

CEMENTITIOUS PANELS

PROJECT TABLE OF CONTENTS Page 4 CUI Amendment #0004

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE

ROOFING

07 54 23 02/13 THERMOPLASTIC POLYOLEFIN (TPO)

ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 61 15.00 20 08/16 ALUMINUM STANDING SEAM ROOFING

07 71 00 05/20 ROOF SPECIALTIES

07 72 10 11/19 ROOFTOP FALL ARREST SYSTEM

07 72 30 ROOF ACCESSORIES

07 72 53 07/20 SNOW GUARDS

07 81 00 02/11 SPRAY-APPLIED FIREPROOFING

07 81 23 05/20 INTUMESCENT FIREPROOFING

07 84 00 05/10 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

07 95 13.13 12/20 INTERIOR EXPANSION JOINT COVER

ASSEMBLIES

07 95 13.16 01/21 EXTERIOR EXPANSION JOINT COVER

ASSEMBLIES

DIVISION 08 - OPENINGS

08 08 13 07/20 FIRE-RESISTANT GLAZING

08 11 13 02/10 STEEL DOORS AND FRAMES

Amdt. #0003

08 11 73 12/22 ACCORDIAN FIRE AND SMOKE RATED

DOORS WITH EGRESS

Amdt. #0003

08 14 00 08/16 WOOD DOORS

08 31 00 05/17 ACCESS DOORS AND PANELS

PROJECT TABLE OF CONTENTS Page 5 CUI Amendment #0004

Amdt. #0004

08 33 13 05/09 COILING COUNTER DOORS

Amdt. #0004

08 33 23 11/19 OVERHEAD COILING DOORS

08 33 26 01/21 OVERHEAD COILING GRILLES

08 34 60 05/22 HORIZONTAL SLIDING WINDOW

08 34 73 02/15 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 08/18 ALUMINUM-FRAMED ENTRANCES AND

STOREFRONTS

08 44 00 05/19 CURTAIN WALL AND GLAZED

ASSEMBLIES

08 71 00 02/16 DOOR HARDWARE

Amdt. #0004

08 71 13 AUTOMATIC DOOR OPERATORS

Amdt. #0004

08 81 00 05/19 GLAZING

08 85 10 08/09 DECORATIVE FILM FOR GLASS

08 88 13 10/22 FIRE-RESISTANT STOREFRONT

GLAZING

08 91 00 05/11 METAL WALL LOUVERS

VOLUME 3

DIVISION 09 - FINISHES

09 22 00 02/10 SUPPORTS FOR PLASTER AND GYPSUM

BOARD

09 22 16 01/21 EXTRUDED ALUMINUM PARTITION

CLOSURE

09 23 00 08/16 GYPSUM PLASTERING

PROJECT TABLE OF CONTENTS Page 6 CUI Amendment #0004

09 24 23 08/17 CEMENT STUCCO

09 29 00 08/16 GYPSUM BOARD

09 30 10 08/17 CERAMIC, QUARRY, AND GLASS

TILING

09 51 00 08/17 ACOUSTICAL CEILINGS

09 54 70 05/21 METAL PANEL CEILING SYSTEM

09 62 38 08/17 STATIC-CONTROL FLOORING

09 65 00 08/10 RESILIENT FLOORING

09 66 13 08/16, CHG 2: 11/18 PRECAST TERRAZZO TREADS

09 66 16 08/16 TERRAZZO FLOOR TILE

09 67 23.13 11/19 STANDARD RESINOUS FLOORING

09 68 00 11/17 CARPETING

Amdt. #0004

09 72 00 08/17 WALLCOVERINGS

Amdt. #0004

09 84 20 08/16 ACOUSTICAL WALL PANELS

09 90 00 05/11 PAINTS AND COATINGS

09 96 00 11/14 HIGH-PERFORMANCE COATINGS

09 96 46 11/19 INTUMESCENT PAINTING

DIVISION 10 - SPECIALTIES

10 11 00 08/17 VISUAL DISPLAY UNITS

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/20 INTERIOR SIGNAGE

10 21 13 08/17 TOILET COMPARTMENTS

10 26 00 08/17 WALL AND DOOR PROTECTION

10 28 13 08/17 TOILET ACCESSORIES

10 44 16 11/19 FIRE EXTINGUISHERS

PROJECT TABLE OF CONTENTS Page 7 CUI Amendment #0004

10 45 13 10/20 DEFIBRILLATOR CABINETS AND

DEFIBRILLATORS

10 51 13.10 05/11 METAL LOCKERS - SPECIAL PURPOSE

10 99 00 11/19 MISCELLANEOUS ITEMS

DIVISION 11 - EQUIPMENT

11 10 10 09/20 MODULAR ACCESS RAMPS

11 13 13 04/20 LOADING DOCK BUMPER

11 13 19.13 08/09 LOADING DOCK LEVELERS

DIVISION 12 - FURNISHINGS

12 24 13 08/17 ROLLER WINDOW SHADES

12 36 00 08/18 COUNTERTOPS

Amdt. #0003

12 50 00.13 10 08/17, CHG 1: 11/18 FURNITURE AND FURNITURE

INSTALLATION

Amdt. #0003

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 73 05/20 BRACING FOR EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 05/20 ELECTRIC TRACTION PASSENGER

ELEVATORS

14 42 50 05/20 VERTICAL WHEELCHAIR LIFTS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 05/11 STANDPIPE SYSTEMS

21 13 13.00 10 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 30 00 04/08 FIRE PUMPS

PROJECT TABLE OF CONTENTS Page 8 CUI Amendment #0004

DIVISION 22 - PLUMBING

22 00 00 11/15 PLUMBING, GENERAL PURPOSE

22 11 16.11 WATER SERVICE TAPS AND SERVICE

LINE INSTALLATION

22 11 16.13 CROSS CONNECTION CONTROL AND

BACKFLOW PREVENTION

22 13 19.23 GREASE TRAPS

22 31 00 02/09 WATER SOFTENERS, CATION-EXCHANGE

(SODIUM CYCLE)

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

23 00 00 08/18 AIR SUPPLY, DISTRIBUTION,

VENTILATION, AND EXHAUST SYSTEMS

23 01 30.41 02/15 HVAC SYSTEM CLEANING

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 93.00 06 08/16 TESTING, ADJUSTING, AND

BALANCING (TAB) OF HVAC

23 07 00 02/13 THERMAL INSULATION FOR

MECHANICAL SYSTEMS

23 09 00 02/19 INSTRUMENTATION AND CONTROL FOR

HVAC

23 09 13 11/15 INSTRUMENTATION AND CONTROL

DEVICES FOR HVAC

23 09 23.02 02/19 BACNET DIRECT DIGITAL CONTROL

FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 11 25 11/08 FACILITY GAS PIPING

23 21 23 08/17 HYDRONIC PUMPS

23 23 00 10/07 REFRIGERANT PIPING

23 25 00 11/08 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 64 10 11/16 WATER CHILLERS, VAPOR

COMPRESSION TYPE

PROJECT TABLE OF CONTENTS Page 9 CUI Amendment #0004

23 64 26 08/09 CHILLED, CHILLED-HOT, AND

CONDENSER WATER PIPING SYSTEMS

23 81 00 05/18 DECENTRALIZED UNITARY HVAC

EQUIPMENT

23 82 01.00 10 04/08 WARM AIR HEATING SYSTEMS

VOLUME 4

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS FIRE AND

LIFE SAFETY

25 05 11.23 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS ENERGY

MANAGEMENT CONTROL SYSTEM

25 05 11.26 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS UTILITY

CONTROL SYSTEM

25 05 11.26 02 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS BUILDING

CONTROL SYSTEM

25 05 11.28 11/17 CYBERSECURITY FOR FACILITY-

RELATED CONTROL SYSTEMS

ELECTRONIC SECURITY SYSTEM

25 08 10 04/06 UTILITY MONITORING AND CONTROL

SYSTEM TESTING

25 10 10 02/19 UTILITY MONITORING AND CONTROL

SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 08 00 08/08, CHG 1: 02/15 APPARATUS INSPECTION AND TESTING

26 20 00 08/19 INTERIOR DISTRIBUTION SYSTEM

26 23 00 05/15 LOW-VOLTAGE SWITCHGEAR

26 24 13 05/15 SWITCHBOARDS

26 28 01.00 10 10/07 COORDINATED POWER SYSTEM

PROTECTION

PROJECT TABLE OF CONTENTS Page 10 CUI Amendment #0004

26 29 23 02/20 ADJUSTABLE SPEED DRIVE (ASD)

SYSTEMS UNDER 600 VOLTS

26 32 15.00 05/20 ENGINE-GENERATOR SET STATIONARY

15-2500 KW, WITH AUXILIARIES

26 36 23 05/20 AUTOMATIC TRANSFER SWITCHES AND

BY-PASS/ISOLATION SWITCH

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

26 42 14.00 10 08/09 CATHODIC PROTECTION SYSTEM

(SACRIFICIAL ANODE)

26 51 00 05/20 INTERIOR LIGHTING

26 56 00 05/20 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 04/06 CABLE TELEVISION PREMISES

DISTRIBUTION SYSTEM

27 10 00 08/11 BUILDING TELECOMMUNICATIONS

CABLING SYSTEM

27 41 00 10/20 AUDIOVISUAL SYSTEMS

27 51 19 01/22 SOUND MASKING SYSTEMS

VOLUME 5

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 05/16 ELECTRONIC SECURITY SYSTEM

ACCEPTANCE TESTING

28 10 05 05/16 ELECTRONIC SECURITY SYSTEMS

(ESS)

28 31 76 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 06 07/18 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 31 16.13 08/16 CHEMICAL TERMITE CONTROL

PROJECT TABLE OF CONTENTS Page 11 CUI Amendment #0004

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 02/17 COLD MILLING ASPHALT PAVING

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID

PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 08/17 BASE COURSE FOR RIGID AND

SUBBASES FOR FLEXIBLE PAVING

Amdt. #0003

32 11 23.23 08/17 BASE COURSE DRAINAGE LAYERS

Amdt. #0003

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 06 06/18 PORTLAND CEMENT CONCRETE

PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 05/17 AGGREGATE SURFACING

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND

SIDEWALKS

32 17 23 08/16 PAVEMENT MARKINGS

32 17 26 01/21 TACTILE WARNING SURFACING

32 31 13 11/16 CHAIN LINK FENCES AND GATES

32 31 13.10 11/16 CHAIN LINK FENCES AND GATES (FOR

BUILDING INTERIORS)

32 31 13.53 02/20 HIGH-SECURITY FENCES (CHAIN LINK

AND ORNAMENTAL) AND GATES

32 92 19 08/17 SEEDING

32 92 23 04/06, CHG 1: 08/21 SODDING

32 93 00 08/17, CHG 1: 08/21 EXTERIOR PLANTS

PROJECT TABLE OF CONTENTS Page 12 CUI Amendment #0004

DIVISION 33 - UTILITIES

33 01 10.13 PRESSURE AND LEAKAGE TESTS

33 01 30.13 ACCEPTANCE TESTING FOR SANITARY

SEWERS

33 05 23.13 11/19 UTILITY HORIZONTAL DIRECTIONAL

DRILLING

33 11 00 PIPING AND ACCESSORIES – GENERAL

PROVISIONS

33 11 00.11 POLYVINYL CHLORIDE (PVC) PIPE

33 11 00.15 DUCTILE IRON PIPE AND FITTINGS

33 30 00 05/18 SANITARY SEWERAGE

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 46 13 04/08 FOUNDATION DRAINAGE SYSTEM

33 46 16 05/18 SUBDRAINAGE PIPING

33 51 15 08/19 NATURAL-GAS / LIQUEFIED

PETROLEUM GAS DISTRIBUTION

PIPELINES

33 52 10 11/18 FUEL SYSTEMS PIPING

33 56 10 05/19 FACTORY-FABRICATED FUEL STORAGE

TANKS

33 61 13.13 02/16 PREFABRICATED UNDERGROUND

HYDRONIC ENERGY DISTRIBUTION

33 71 02 02/15 UNDERGROUND ELECTRICAL

DISTRIBUTION

33 82 00 04/06 TELECOMMUNICATIONS OUTSIDE PLANT

(OSP)

DIVISION 34 - TRANSPORTATION

34 71 13.19 02/20 CRASH RATED ACTIVE VEHICLE

BARRIERS AND CONTROLS

-- End of Project Table of Contents --

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 6 PAGES

W912QR19D0013

Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

03 01 00 SD-01 Preconstruction Submittals

1.5.3Qualifications

1.5.5 GWork Plan

1.6.1 GWork Plan

1.5.2Quality Control Plan

SD-03 Product Data

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials and

Equipment

SD-04 Samples

2.4Reinforcement and

Reinforcement Supports

2.6Polymers

2.7Miscellaneous Materials And

Equipment

SD-05 Design Data

3.1.3 GFormwork And Shoring

1.5.1 GRepair Procedures

2.8 GMixture Proportioning

SD-06 Test Reports

2.8Mixture Proportioning

3.1.5Quality Control

3.2.3Quality Control

3.3.3Quality Control

3.4.3Quality Control

SUBMITTAL REGISTER

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

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Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

03 01 00 3.5.3Quality Control

1.6.2Tolerance Report

2.4Reinforcement And

Reinforcement Supports

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials and

Equipment

SD-07 Certificates

1.5.3Qualifications

2.4Reinforcement and

Reinforcement Supports

2.5Conventional Concrete

2.6Polymers

SD-08 Manufacturer’s Instructions

2.2Equipment For Concrete

Preparation

2.5Conventional Concrete

2.6Polymers

2.7Miscellaneous Materials and

Equipment

04 72 00 SD-01 Preconstruction Submittals

1.4cast stone units

SD-02 Shop Drawings

1.4 G AEcast stone units

SD-04 Samples

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 6 PAGES

Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

04 72 00 3.4 G AESamples

SD-06 Test Reports

2.1.2Testing Agency

08 71 00 SD-02 Shop Drawings

1.3 GManufacturer's Detail Drawings

1.3 GVerification of Existing Conditions

1.5 GHardware Schedule

2.3.8 GKeying System

SD-03 Product Data

2.3 GHardware Items

SD-08 Manufacturer’s Instructions

3.1Installation

SD-10 Operation and Maintenance

Data

1.5 GHardware Schedule

SD-11 Closeout Submittals

1.6.1Key Bitting

08 71 13 SD-02 Shop Drawings

1.8.1Shop Drawings

SD-03 Product Data

1.8.1Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for automatic door operators

SUBMITTAL REGISTER

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Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

08 71 13 1.8.1Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories

SD-04 Samples

1.8.2Sample Warranties

1.8.1Samples

SD-07 Certificates

1.8.2Product Certificates

SD-11 Closeout Submittals

1.8.3Maintenance Data

09 65 00 SD-02 Shop Drawings

2.7Resilient Flooring and

Accessories

SD-03 Product Data

2.7Resilient Flooring and

Accessories

2.3Adhesives

SD-04 Samples

2.7Resilient Flooring and

Accessories

SD-06 Test Reports

3.3Moisture, Alkalinity and Bond

Tests

SD-07 Certificates

SUBMITTAL REGISTER

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 5 OF 6 PAGES

Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

09 65 00 2.1 SIndoor Air Quality for Luxury Vinyl

Tile

2.2 SIndoor Air Quality for Wall Base

2.3 SIndoor Air Quality for Adhesives

SD-08 Manufacturer’s Instructions

3.2Surface Preparation

3.1Installation

SD-10 Operation and Maintenance

Data

2.7 GResilient Flooring and

Accessories

09 96 00 SD-01 Preconstruction Submittals

1.4Equipment List

SD-03 Product Data

2.2.2 GEpoxy Coatings

SD-04 Samples

1.4Color Chips

SD-07 Certificates

2.2.2Epoxy Coatings

3.1.4Manufacturer's Printed

Instructions

2.1 SIndoor Air Quality

32 12 16 SD-03 Product Data

2.4 GMix Design

3.10 GQuality Control

3.11 GMaterial Acceptance

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Repair/Renovate AFMC Headquarters Building (B10262) Phase 1

32 12 16 SD-04 Samples

2.3Asphalt Cement Binder

2.2Aggregates

SD-06 Test Reports

2.2Aggregates

3.10.3.10QC Monitoring

SD-07 Certificates

2.3Asphalt Cement Binder

3.6Testing Laboratory

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USACE Govt Trailer Requirements: 01 50 00 spec

3.6 GOVERNMENT FIELD OFFICE

Amdt. #0004

3.6.1 Provide on the jobsite a new office complex for the exclusive use of the Government. The Complex shall be approximately 36' x 60' with an open floor plan similar to that shown on the attached Sketch. The complex shall be provided with skirting as required to present a pleasing appearance.

Each section of the complex shall be securely anchored at each corner as required by EM 385-1-1 Section 04.

Amdt. #0004 3.6.2 The complex shall be provided with two (2) entrances and shall be ADA accessible. Each door shall be provided with deadbolts (8) building key sets of keys, hard wall offices need to be able to be locked under a different key core (Best Core) and provide (3) sets of keys. Utility and Comm Room need to be keyed with different core set and (3) sets need to be provided. The exact location of the complex shall be as directed in the field by the Contracting Officer's Representative. Eight (8) parking spaces shall be provided strictly for the Government's use on a asphalt surface.

3.6.3 The complex shall be provided with thermostatically controlled space heat, ventilation and air conditioning to maintain a temperature of approximately 70 degrees F throughout the calendar year.

3.6.4 LED lighting shall be provided throughout the complex sufficient to provide lighting intensity appropriate for office occupancy. Exterior lighting shall consist of one exterior mounted light fixture mounted next to each doorway and LED fixture(s) to illuminate the office complex and parking area.

3.6.5 The restrooms and kitchen areas shall be provided complete with connections to water and sanitary sewer mains. Restroom facilities shall consist of two

(2) lavatories. The restroom facilities shall be complete with hot and cold running potable water, sewer, and powered restroom ventilation. A backflow preventer shall be installed on the main water line servicing the temporary facility complex. It is up to the discretion of the Contractor as to whether the trailers are connected to Base utilities. If sanitary main connection is not desired, then trailer sewage tanks shall be pumped twice every seven calendar days.

3.6.6 Provide (2) Unisex bathrooms with paper towel dispenser, toilet paper holder and soap dispensers.

3.6.7 Contractor shall provide refrigerator/freezer (full size) and microwave 1200 watt and garbage disposal in the full size sink in the Kitchen.

3.6.8 The electrical service to the complex shall be 120/240V with the size and rating of the distribution panel(s) as recommended by the supplier based on the size of the complex and the equipment to be installed. Electrical power outlets shall be installed at locations throughout the complex in accordance with the latest edition of the National Electrical Code. Each hard wall office shall have a minimum of (4) receptacles per NEC standards.

3.6.9 Each private office shall be furnished with new furniture one (1) desk, one

(1) office chair (All Steel 19 Ergonomic Chair) and two (2) cushioned chairs, round table, and one (1) two drawer legal size file cabinet. Each private office shall also be provided with one (1) 4'x6' white board with mounting hardware. Provide a duplex data communication outlet and a duplex electrical outlet in each corner of the private offices.

3.6.10 Provide a duplex data outlet and duplex receptacle in the center of the conference table. Provide a duplex data communication outlet and a duplex electrical outlet in each corner of the conference room.

3.6.11 The contractor shall provide janitorial services to the complex on a daily basis which includes trash removal, sweeping, mopping, dusting, and wiping horizontal surfaces. Janitorial services shall include providing paper products and soap.

3.6.12 The contractor shall provide potable drinking water service for the Government's complex. Drinking water shall be furnished throughout the duration of the contract.

3.6.13 One (1) private offices. Offices shall be sized according to the following requirements: 140 SF (10' minimum length of any wall).

3.6.14 Open office area shall consist of six (6) new workstations (cubicles).

Provide one (1) 30"x72" Plan table.

3.6.15 One (1) conference room. Room shall be sized appropriately for twenty

(20) occupants with a new conference table shall large enough to place ten

(10) new chairs around the walls of the room and ten (10) chairs at the table.

3.6.16 A platform (boardwalk) system shall be constructed to connect the government field offices to the contractors field offices. A staircase and ramp shall be incorporated for accessibility to the platform. The platform system shall be in compliance with all applicable codes and standards including the Architectural Barriers Act (ABA). Overhead protection shall be placed over each door and deck area.

3.6.17 Provide electrical and HDMI connections for a 75" (minimum) wall mounted HDMI monitor (wood blocking) in the conference room. The conference area shall also be provided with one 4'x6' white board with mounting hardware.

Contractor shall provide a 75” Smart TV for the conference room.

3.6.18 The Contractor shall provide eight (8) Phone lines and phones to the government trailer for the government.

3.6.19 Upon completion of all work, including the punch list, the Government field office, facilities and all furnishings shall become the property of the Contractor and Contractor shall remove same, including utility connections.

3.6.20 The site shall be restored to original condition and finished in accordance with contract requirements.

3.6.21 After completion of the project, remove the entire structure from the site and restore the area to existing conditions or better.

3.6.22 Shop drawings of the complex shall be submitted for Government review and approval prior to purchases. All electrical outlets and Communication outlets shall be shown on the drawing and the furniture layout shall be provided as well. Minor changes to electrical and communication outlets may be necessary to coordinate with the furniture layout. Shop drawings shall be submitted to the government thirty (30) days after NTP. Furniture product data shall be provided to the government thirty (30) days after NTP.

3.6.23 Temporary Buildings

Temporary facilities (including Government office) shall be in like new condition. Locate these facilities where directed and within the indicated operations area. Storage of material/debris under such facilities is prohibited. Contractor shall be responsible for the security of the stored property

3.6.24 Maintenance of Temporary Facilities

The contractor shall be responsible for maintenance of all temporary facilities to include exterior appearance. Failure to do so will be sufficient reason to withhold payment or require their removal.

3.7 PLANT COMMUNICATIONS FOR GOVERNMENT FIELD OFFICE

3.7.1 – Not USED

3.7.2 Internet Service

Contractor shall provide high speed wireless internet service for the Government Trailer and shall maintain the system throughout the length of the contract.

3.8 Tablets – KTR Furnished

The contractor shall provide (4) tablet devices (most current iPad or approved equal) with rough-duty protective cases, charging cables and wireless 5G/wifi connectivity (paid by contractor). Devices shall be provided no later than 45 days after NTP. At a minimum the devices shall be capable of sharing the most current drawing set with both office and field personnel, provide markup and editing tools, provide specific location identification system for RFIs and deficiency tracking. The software shall allow documents to be stored online and easily accessed from any device. Devices shall be synced as necessary (weekly minimum) to ensure the most current set of documents are available. Devices shall be available to the Government at all times (including after-hours and weekends). Devices will be turned back over to the Contractor at contract completion. Devices will remain the contractor’s property throughout the contract and will be responsible to maintain.

AFMC Phase 1

Security Gate Trailer Requirements

Comm Requirements for the USAF Security Forces Trailer:

- There should be a dedicated 20 amp 120V duplex receptacle within the closet. On the 5 ft wall there should be a 4 by 8 sheet of 3/4 inch fire rated plywood installed with a vertical, wall-enclosure, 7"D x 26"W x 40"H (Holocom Type - OCC) mounted on the plywood. This enclosure has a place to hang a Cisco switch and install a 24 port copper patch panel and a small fiber optic distribution panel. The patch panel is for the copper drops to the desktops/phones and base access server. The FODP is for the base single mode fiber being installed. The construction contractor should also mount a 66 phone block next to the enclosure to terminate the copper phone cables.

Military Dog Housing Requirements:

- Space to be provided in temporary trailer

- Must have HVAC

- Temporary water connection

Gate Operation Requirements:

- Drivers will have DBIDs access

- No background checks

- Vehicles to be inspected

- No reinspection for forklifts or cranes going through the gates

- Vehicles to be inspected once. Reinspected when they leave.

- Will have entrapment area.

- There will be no prior inspection at Gate 26A.

- Overhead cover on inspection area - not as such, but an inspection cover - so that driver's don’t see the inspection procedures is needed

- Need electrical connections to gate house – for temp heaters/ air cooling

Operational Conditions for the Security Gate:

- The entry gate will be manned full-time during gate operation hours.

- The entry gate will also include an able-body man-gate for inspection personnel. Using the existing turnstile is not viable.

- The entry gate is wide enough for pedestrian contractors to use, but SFS may wish to have a man-gate added so the gate won’t have to be opened for each entering contractor.

- The entry gate will be wide enough for two-way traffic to enter and exit using the same route, but if construction activity permits, exiting via T-Road and out Gate 12 onto Route 444 may be preferred to simplify movements through the gate.

- The contractor laydown area entry gates will not require inspection, and the contractor is responsible for vehicles entering that area.

Security Trailer Requirements:

- Windows will need to be included on each side of the door

- Dog Kennel to be installed inside the trailer

- 2 Chairs Needed with 2 tables

- 2 Niper Connections

- Frig (Small) and Microwave needs provided

- 2 phone lines need installed

- 1 disress button needs installed and sends signal back to Sec Forces Command Center (Linx

Predator System)

- Man door needs installed on the west side of the fence with a key pad for access into the entrapment area

- Control Device is needed to open and close both gates of the entrapment area

- Control Buttons need to be installed in the trailer that are tied into Security Forces command center

24' x 8' OFFICE TRAILER

* Photos are representational; actual products vary.

Additional floor plans and specifications may vary from those shown and are subject to in-stock availability

800.782.1500 | WILLSCOT.COM

CUSTOMIZATION

In addition to your office solution, we can provide additional products and services that complete your space- creating a more productive, comfortable, and safe work environment.

Steps & Ramps

Furniture & Appliances

Technology

Site Services

Loss Protection

24’ Long (including hitch)

20’ Box size

8’ Wide

7’ Ceiling height

Electric baseboard heat and thru-wall AC unit or combination heat/AC unit

Paneled walls

Carpet or vinyl tile floor

Gypsum ceiling

Aluminum or wood siding

I-Beam Frame

Standard drip rail gutters

• Horizontal slider windows

• Vision panel door with standard lock or steel door with dead bolt lock

Fluorescent ceiling lights

Breaker panel

Dimensions

Heating/Cooling

Interior FinishExterior Finish

Windows/Doors

Electric

Optional restroom

Other

W912QR22R0028_CUI_CF_Specs-0004 h2opejph Text Box For Reference only tspielma Cross-Out tspielma Text Box See drawings for size - this cutsheet is for reference only h2opejph

For Reference only h2opejph

Wright-Patterson AFB – Phase 1

SECTION 03 01 00

REHABILITATION OF CONCRETE

02/18

Amendment #0004

PART 1 GENERAL

1.1 SCOPE

This specification governs the rehabilitation of structural concrete.

1.2 DEFINITIONS

1.2.1 Bracing

Temporary supplemental members used to avoid local or global instability during construction, evaluation, or repair that are intended to be removed after completion of construction.

1.2.2 Delamination

A planar separation in a material that is roughly parallel to the surface of the material.

1.2.3 Rehabilitation

Repairing or modifying an existing structure to a desired useful condition.

1.2.4 Repair

The reconstruction or renewal of concrete parts of an existing structure for its maintenance or to correct deterioration, damage, or faulty construction of members or systems of a structure.

1.2.5 Shoring

Props or posts of timber or other material in compression used for the temporary support of excavations, formwork, or unsafe structures; the process of erecting shores.

1.2.6 Termination Joint

The interface where a placement of repair material meets existing concrete, the edge of an expansion joint, or other existing surfaces.

1.2.7 Unsound Concrete

Concrete that is fractured, delaminated, spalled, deteriorated, defective, contaminated or otherwise damaged.

1.3 REFERENCES

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 288 (2017) Standard Specification for

SECTION 03 01 00 Page 1 CUI Amendment #0004

Geosynthetic Specification for Highway Applications

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 117 (2010; Errata 2011) Specifications for Tolerances for Concrete Construction and Materials and Commentary

ACI 440.5 (2008) Specification for Construction with Fiber-Reinforced Polymer Reinforcing Bars

ACI 440.6 (2008) Specification for Carbon and Glass Fiber-Reinforced Polymer Bar Materials for Concrete Reinforcement

ACI 440.8 (2013) Specification for Carbon and Glass Fiber-Reinforced Polymer (FRP) Materials Made by Wet Layup for External Strengthening of Concrete and Masonry Structures

ACI 503.2-503.4 (2010, R 2003) Three Epoxy Specifications

ACI 503.3 (2010) Specification for Producing a Skid-Resistant Surface on Concrete by the Use of Epoxy and Aggregate

ACI 503.7 (2007) Specification for Crack Repair by Epoxy Injection

ACI 548.4 (2011) Standard Specification for Latex-Modified Concrete (LMC) Overlays

ACI 548.8 (2007) Specification for Type EM (Epoxy Multi-Layer) Polymer Overlay for Bridge and Parking Garage Decks

ACI 548.10 (2010) Specification for Type MMS (Methyl Methacrylate Slurry) Polymer Overlays for Bridge and Parking Garage Decks

ACI 548.12 (2012) Specification for Bonding Hardened Concrete and Steel to Hardened Concrete with an Epoxy Adhesive

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE/SEI 37 (2015) Design Loads on Structures During Construction

ASTM INTERNATIONAL (ASTM)

ASTM A780/A780M (2020) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM C33/C33M (2018) Standard Specification for Concrete Aggregates

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ASTM C42/C42M (2018a) Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete

ASTM C387/C387M (2017) Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar

ASTM C496/C496M (2017) Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens

ASTM C881/C881M (2015) Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete

ASTM C882/C882M (2013a) Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Shear

ASTM C928/C928M (2013) Packaged, Dry, Rapid-Hardening Cementitious Materials for Concrete Repairs

ASTM C1059/C1059M (2013) Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete

ASTM C1077 (2017) Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

ASTM C1438 (2013; R 2017) Standard Specification for Latex and Powder Polymer Modifiers for use in Hydraulic Cement Concrete and Mortar

ASTM C1583/C1583M (2013) Standard Test Method for Tensile Strength of Concrete Surfaces and the Bond Strength or Tensile Strength of Concrete Repair and Overlay Materials by Direct Tension (Pull-off Method)

ASTM C1600/C1600M (2017) Standard Specification for Rapid Hardening Hydraulic Cement

ASTM C1602/C1602M (2018) Standard Specification for Mixing Water Used in Production of Hydraulic Cement Concrete

ASTM D93 (2016) Standard Test Methods for Flash-Point by Pensky-Martens Closed Cup Tester

ASTM D323 (2015a) Vapor Pressure of Petroleum Products (Reid Method)

ASTM D542 (2014) Index of Refraction of Transparent Organic Plastics

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ASTM D1078 (2011) Standard Test Method for Distillation Range of Volatile Organic Liquids

ASTM D2822/D2822M (2005; R 2011; E 2011) Standard Specification for Asphalt Roof Cement, Asbestos-Containing

ASTM D3418 (2015) Transition Temperatures of Polymers by Differential Scanning Calorimetry

ASTM D4016 (2014) Viscosity of Chemical Grouts by Brook field Viscometer (Laboratory Method)

ASTM D4580/D4580M (2012) Standard Practice for Measuring Delaminations in Concrete Bridge Decks by Sounding

ASTM E329 (2020) Standard Specification for Agencies Engaged in Construction Inspection,…