W9128F23R0022_SPECS_GBSD-ICC(fea5).pdf

CUI/UNCLASSIFIED

BUILDING STRONG

CUI/UNCLASSIFIED

REQUEST FOR PROPOSAL

(FOR CONSTRUCTION CONTRACT)

Specifications (Divisions 01 – 33)

SOLICITATION NO. W9128F23R0022

GBSD Integrated Command Center

PNGHLN231990 (FY23)

F.E. WARREN AFB, WYOMING

JUNE 2023

US ARMY CORPS OF ENGINEERS

OMAHA DISTRICT

This page was intentionally left blank for duplex printing.

PROJECT TABLE OF CONTENTS - 1

REQUEST FOR PROPOSAL

FOR

GBSD INTEGRATED COMMAND CENTER

PNGHLN231990 (FY23)

FE WARREN AFB, WYOMING

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

FEW-Badge FE WARREN CONTRACTOR BADGE TEMPLATE

AF103 BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

PROJSIGN PROJECT SIGN DETAILS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

REGISTER SUBMITTAL REGISTER

E4025 ENG FORM 4025 TRANSMITTAL FORM

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 33 29AT1 SUSTAINABILITY REQUIREMENTS SCORESHEET

01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.04 24 (WYOMING) NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES

FROM CONSTRUCTION SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.00 10AT SAMPLE QUALITY CONTROL REPORT

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

01 45 35 SPECIAL INSPECTIONS

01 45 35AT-A SCHEDULE OF SPECIAL INSPECTIONS

01 45 35AT-B STATEMENT OF SPECIAL INSPECTIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 10 FACILITY DATA REQUIREMENTS

01 78 36.00 24 WARRANTY OF CONSTRUCTION

01 78 39.00 24 AS-BUILT DRAWINGS

01 78 39.00 24AT MODIFICATIONS AND TITLE BLOCK EXAMPLES

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

01 91 00.15 10AT1 DRAFT DESIGN PHASE CX PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 00 ASBESTOS REMEDIATION

02 84 33 REMOVAL AND DISPOSAL OF POLYCHLORINATED BIPHENYLS (PCBs)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

03 45 00 PRECAST ARCHITECTURAL CONCRETE

PROJECT TABLE OF CONTENTS - 2

DIVISION 05 - METALS

05 05 20.00 27 POST-INSTALLED CONCRETE AND MASONRY ANCHORS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 06 60 PLASTIC FABRICATIONS

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM BARRIERS

07 42 93 FLUSH SEAM METAL PANEL

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 72 53 SNOW GUARDS

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

PROJECT TABLE OF CONTENTS - 3

DIVISION 09 – FINISHES (CONTINUED)

09 83 00 ELASTOMERIC COATINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

11 81 29 FACILITY FALL PROTECTION

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 59 00 SYSTEMS FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 48 ACOUSTICAL PANELIZED WALL SYSTEM

13 27 54.00 10 PROTECTIVE TECHNICAL BARRIER

13 48 73 SEISMIC CONTROL FOR MECHANICAL EQUIPMENT

13 49 20.00 10 RFI/EMI SHIELDING

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

21 22 00.00 40 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

CONTROL SYSTEMS

23 11 20 FACILITY GAS PIPING

23 21 23 HYDRONIC PUMPS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 44 00.00 10 CHEMICAL, BIOLOGICAL, AND RADIOLOGICAL (CBR) AIR FILTRATION SYSTEM

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED AND CONDENSER WATER PIPING SYSTEMS

23 65 10 HYDRAULIC DRIVE CONDENSER WATER COOLING SYSTEMS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 23 COMPUTER ROOM AIR CONDITIONING UNITS

PROJECT TABLE OF CONTENTS - 4

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS FIRE AND LIFE

SAFETY (FLS)

25 05 11.23 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS ENERGY

MANAGEMENT AND CONTROL SYSTEM (EMCS)

25 05 11.26 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS UTILITY

CONTROL SYSTEM (UCS)

25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END AND

INTEGRATION

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.43 TELEVISION DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 00 AUDIOVISUAL SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 21 13 RADON MITIGATION

31 62 50 DENSIFIED AGGREGATE PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 11 23.23 BASE COURSE DRAINAGE LAYERS

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

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

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 11 23 NATURAL GAS AND LIQUID PETROLEUM PIPING

PROJECT TABLE OF CONTENTS - 5

DIVISION 33 – UTILITIES (CONTINUED)

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 51 39 MONITORING WELLS

33 52 40 FUEL SYSTEMS PIPING (NON-HYDRANT)

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 55 FUEL SYSTEM COMPONENTS (NON-HYDRANT)

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

GBSD Integrated Command Center - FE Warren AFB, WY FEA5

CUI

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

1.5 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.6 CONTRACT DRAWINGS AND SPECIFICATIONS

1.6.1 SETS FURNISHED

1.6.2 REPRODUCTION AND DISTRIBUTION

1.6.3 NOTIFICATION OF DISCREPANCIES

1.6.4 OMISSIONS

1.7 SUBMITTALS

1.8 CONCURRENT CONSTRUCTION

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

1.9.2 PAYMENT FOR MATERIALS STORED OFFSITE

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 UTILITY SERVICE INTERRUPTIONS

1.12 DIGGING PERMITS AND ROAD CLOSINGS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 INSURANCE REQUIRED

1.15 SECURITY REQUIREMENTS

1.15.1 Contractor's Employee Identification

1.15.2 Entry Requirements

1.15.3 F.E. Warren AFB Entry Requirements

1.15.4 F.E. Warren AFB DBIDS Sponsor Privileges

1.16 CONTRACTOR QUALITY CONTROL (CQC)

1.17 NONDOMESTIC CONSTRUCTION MATERIALS

1.18 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.19 AS-BUILT DRAWINGS

1.20 SIGN

1.21 EQUIPMENT ROOM DRAWINGS

1.22 CONTRACTOR FURNISHED EQUIPMENT DATA

1.23 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.24 PARTNERING

1.25 PROFIT

1.26 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.27 DRAWING SCALES

1.28 FEDERAL HOLIDAYS

1.29 BASE HOURS

1.30 COST AND TIME IMPACT (CTI) LOG

SECTION 01 30 00.24 Page 1

PART 2 NOT USED

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

F.E. Warren Contractor Badge Template

Air Force Form 103: Base Civil Engineering Work Clearance Request

Project Sign Details

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

Attachments:

Appendix A - Contract Document Distribution List F.E. Warren Contractor Badge Template Air Force Form 103: Base Civil Engineering Work Clearance Request Project Sign Details

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. Use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. Obtain and provide for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. Use the electronic payroll service to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. Obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output

SECTION 01 30 00.24 Page 3 of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.

For construction contracts valued at or above $750,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60

SECTION 01 30 00.24 Page 4 days. Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov .

1.5 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

In case the Contracting Officer determines that seeding, sodding, and/or planting and/or the specified maintenance thereof is not feasible during the construction period, such work will be exempt from the completion time and liquidated damages. Accomplish this work during the first seeding, sodding, and/or planting period and the specified maintenance period following the completion date.

1.6 CONTRACT DRAWINGS AND SPECIFICATIONS

1.6.1 SETS FURNISHED

Make copies of conformed specifications with amendments or changes incorporated. Utilize the bid drawings and specifications as amended in the performance of the work until CD-ROM or DVD-ROM or electronic copy containing the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) is mailed or sent electronically. See Appendix A for Document Distribution list. See paragraph below for contract drawing reproduction and distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.6.2 REPRODUCTION AND DISTRIBUTION

Reproduce multiple legible hard copy sets (half-size English unless directed otherwise) of contract drawings. Within 14 calendar days after receipt of conformed specifications and drawings consisting of read-only Adobe Acrobat.pdf drawing files, provide legible hard copy drawing and conformed specification sets to the addressees contained in the Contract Document Distribution List for Project in Appendix A to this specification. The Government will process no progress payments prior to receipt of the legible contract drawings and conformed specification sets. After receipt and distribution of the legible hard copy drawing and conformed specification sets, the Government will provide the Contractor with editable CAD file drawings (format defined in Section 01 33 39.00 10 ADVANCED MODELING (BIM/CIM/GIS/CAD) REQUIREMENTS). Prepare final record as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.6.3 NOTIFICATION OF DISCREPANCIES

Check all electronically sent drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise

SECTION 01 30 00.24 Page 5 his sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.6.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.7 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.8 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract, including the Integrated Training Center may be in progress simultaneously with work under this contract.

Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, the notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer.

1.9.2 PAYMENT FOR MATERIALS STORED OFFSITE

a. As allowed under (FAR) 52.232-5 "Payments Under Fixed Price Construction Contracts", the Administrative Contracting Officer, at their discretion, may authorize progress payments for any material stored off-site provided:

(1) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract, SECTION 01 30 00.24 Page 6

(2) Material is stored in such a manner to protect it from damage, fire, theft, etc .

(3) The Contractor provides evidence of insurance for material, and,

(4) Material is clearly identified and delineated by contract number for use on the applicable project.

b. The Administrative Contracting Officer reserves the right to inspect any off-site material prior to authorizing progress payments. Provide paid invoices listing the value of material and labor incorporated in the items.

1.10 AVAILABILITY OF UTILITY SERVICES

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. The Contractor is responsible to , at their own expense, make all temporary connections and install distribution lines.

Furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. Make arrangements with the Using Service, through the Contracting Officer, as to the method of determining the amount of water and electricity to be used by and the method of payment therefore. All temporary lines must be maintainedin a workmanlike manner satisfactory to the Contracting Officer and removed by the Contractor in like manner prior to final acceptance of the construction. Normal quantities of electricity and water used to make final tests of completely installed systems will be furnished by the Government.

1.11 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 15 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

1.12 DIGGING PERMITS AND ROAD CLOSINGS

The Contractor must allow 14 calendar days from date of written application to receive permission to dig and to close roads. Only close roads one lane at a time and allow vehicular traffic to pass through the construction area. Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work located along the alert force route and maintain unobstructed access for alert force traffic at all times.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default:

(Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

SECTION 01 30 00.24 Page 7

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 6 Feb 7 Mar 6 Apr 4 May 4 Jun 4 Jul 4 Aug 3 Sep 2 Oct 3 Nov 5 Dec 9

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.14 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

SECTION 01 30 00.24 Page 8

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.15 SECURITY REQUIREMENTS

1.15.1 Contractor's Employee Identification

The Contractor is responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. Deliver all prescribed identification immediately be delivered to the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S. citizens will be permitted to enter. Proof of U.S. citizenship is required prior to entry. When required by the Contracting Officer, obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.15.2 Entry Requirements

Base access may be more limited than usual due to COVID-19. Contractors will need to coordinate access with Resident Office personnel.

1.15.3 F.E. Warren AFB Entry Requirements

Submit the information shown on the attached ID Card Application on Contractor letterhead for each prime or subcontractor employee requesting access to F.E. Warren AFB, Wyoming. The information must be delivered to the F.E. Warren project office. Anticipate a minimum of 14 days to process pass requests.

1.15.4 F.E. Warren AFB DBIDS Sponsor Privileges

A maximum of two prime contractor employees may be granted DBIDS sponsor privileges after submitting the appropriate information to Security Forces via the COR. This will allow those individuals to sponsor contractor personnel on the premises of F.E. Warren AFB without accompanying government personnel.

1.16 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.17 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract

SECTION 01 30 00.24 Page 9

Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.18 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the Contractor must submit for coordination and approval, their proposed daily work schedule for the next two week period. Provide a copy of modifications (MODs), Serial Letters, Requests for Information (RFIs)and any other information that is needed in the minutes of the meeting.

Include required temporary utility services, time and duration of interruptions, and protection of adjoining areas with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor must also submit their schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. Develop all schedules in accordance with Section 01 32 01.00 10 PROJECT SCHEDULE. Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports must be completed and given to the Contracting Officer or Representative within 24 hours of work. All official correspondence such as serial letters and RFIs, with attachments are to be provided in one hardcopy original with original signatures and one electronic (Adobe pdf format) copy by email.

The Government will consider the correspondence to be received when the official hardcopy or electronic copy is received by the designated office.

1.19 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS.

1.20 SIGN

On commencement of work on this project, furnish and erect the temporary sign in the location selected by the Contracting Officer near the project site. Maintain the sign in good condition through the project construction period. Upon completion of the project remove the sign from the premises. The project sign must conform to standard drawing attached to this section. A decal of the "Engineer Castle" and the U. S. Air Force emblem will be furnished the Contractor upon request.

1.21 EQUIPMENT ROOM DRAWINGS

Prior to construction, prepare and submit room plans for all mechanical, electrical, and communication rooms or similar areas. The plans must be consolidated for all trades, be to scale, and show all pertinent structural features. In addition, other items such as doors, windows, and cabinets required for installation and which will affect the available space, must be shown. All mechanical and electrical equipment and accessories must be shown to scale in plan and elevation and/or section in their installed positions. All duct work and piping must be shown.

1.22 CONTRACTOR FURNISHED EQUIPMENT DATA

See Section 01 78 36.00 24 WARRANTY OF CONSTRUCTION for Contractor Furnished Equipment Data to be submitted as part of the Warranty Equipment Booklet.

SECTION 01 30 00.24 Page 10

1.23 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

Furnish furnish a temporary office facility approximately 10 feet x 20 feet with a minimum of 200 square feet of floor space. Locate the temporary office facility where directed and it must be reserved for Government personnel only. Furnish and maintain drinking water facilities, adequate lighting, air-conditioning, heating equipment, and a partition enclosed chemical toilet. The office must be furnished with one legal size filing cabinet with four drawers, one drafting table with stool, one plan rack, one desk, and three chairs. Used furniture, in good condition, will be acceptable. Equip entrance doors with a substantial lock. The Contractor must provide janitor service, fuel for the heating facilities, electricity, and water, all at no cost to the Government, except the Contractor will not be liable for Government long-distance calls. Construct the building so as to be easily moved and relocate the building twice during the contract, if so directed. The entire facility, including furniture, will remain the property of the Contractor and removed from the site after completion of the work.

1.24 PARTNERING

a. The Government intends to encourage the formation of a cohesive partnership with the Contractor. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objective is effective contract performance in achieving completion within budget, on schedule and in accordance with plans and specifications. This partnership between the Contractor and the Government will be voluntary and its implementation will not be part of the contract requirements nor will it result in a change to contract price or terms.

b. It is anticipated that immediately after the preconstruction conference, the appropriate Contractor's key personnel and Government key personnel will attend a 2-3 hours informal team building workshop at the Area or Resident Office (as directed).

1.25 PROFIT

a. Use the weighted guidelines method of determining profit on any equitable adjustment change order or modification issued under this contract. The profit factors must be as follows:

Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

b. Based on the circumstances of each procurement action, each of the above factors must be weighted from .03 to .12 as indicated below. Obtain the value by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of Risk. Where the work involves no risk or the

SECTION 01 30 00.24 Page 11 degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12.

Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider:

the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.26 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

It is the position of the Department of Defense that the Davis-Bacon Act, 40 U.S.C. 276a is applicable to temporary facilities such as job headquarters, tool yards, batch plants, borrow pits, sandpits, rock quarries, and similar operations, provided they are dedicated exclusively, or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work and are established after receipt of the proposal or bid. Clause "Payrolls and Basic Records" of the GENERAL CONDITIONS (CONTRACT CLAUSES) is applicable to such operations.

1.27 DRAWING SCALES

All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted, the contractor adjust the scales accordingly. The Contractor must also advise their sub-contractors of the above.

SECTION 01 30 00.24 Page 12

1.28 FEDERAL HOLIDAYS

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Juneteenth 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

1.29 BASE HOURS

Base operation hours are 6:00 a.m. to 6:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances. Federal Holidays and weekends are considered as scheduled non-workdays.

1.30 COST AND TIME IMPACT (CTI) LOG

a. Any changes with an absolute value under the Simplified Acquisition Threshold (SAT) at the time of initiation of the change and within the Administrative Contracting Officer's (ACO) authority, may be executed using the Cost and Time Impact Log (CTI Log) processes as described herein. The purpose of the CTI Log is to provide efficient and effective change management process for the mutual benefit of the Government and the Contractor while partnering to execute this contract.

b. The CTI Log process is a collaborative, proactive, and efficient change management process. In general, the CTI Log process is as described below.

1. The CTI Log is designated for use on work items determined to be changes where individual costs are anticipated to be less than the SAT. The process starts with a discussion between USACE on-site Contracting Officer's Representative (COR) or ACO and the prime contractor's authorized field representative. If it appears the issue cannot be resolved through a no-cost clarification of the contract requirements, the USACE COR will request the contractor to submit a confirming Request for Information (RFI).

Where the solution to the problem is not apparent and not initially resolvable at the field level, the Contractor may submit to USACE a “non-confirming” RFI and USACE shall provide technical direction. If the absolute value of the change is anticipated to exceed the SAT, the contractor will be advised that a Request for Proposal (RFP) for the change will be forthcoming and that the CTI Log process shall not be utilized.

2. The contractor submits the confirming RFI identifying the

SECTION 01 30 00.24 Page 13 potential Cost and/or Time impact issue as previously discussed between the USACE COR and the contractor's field representative, along with a proposed solution. In addition to the technical details, the RFI shall contain, to the maximum extent practicable, a proposal for the change from the contractor with an acceptable breakdown of all costs (representing both the prime and each of the applicable subcontractors' costs) to include labor, equipment and material. Time impacts, if applicable, must include a Time Impact Analysis (TIA) of work activities. The prime and subcontractor(s) will provide their markups for each of the individual changes as they arise, to include profit development in accordance with (IAW) the alternate Weighted Profit Guidelines approach per UAI 5115.404-73. If mutually agreed upon by both the Government and Contractor, the Contractor may submit the confirming RFI without the detailed cost proposal and/or the Time Impact Analysis, but shall contain a ROM of cost impacts and time impacts. If it is mutually agreed that the Contractor’s cost proposal and TIA may not be included in the confirming RFI, the Contractor shall submit both the proposal and TIA as soon as practicable or by the date specified in the Government’s response to the RFI, whichever is sooner.

3. If the proposal and TIA are included in the RFI from the Contractor, the Government shall evaluate the Contractor’s technical recommendation in the RFI, the Contractor’s proposal, and the TIA. When the technical solution is determined and any cost and/or time impacts are discussed, negotiated (if necessary), and determined to be fair and reasonable, the Government ACO will return the RFI with the technical solution and note that the formal price and time agreement will be captured on the CTI Log.

Under no circumstances will the RFI response act as a Notice to Proceed (NTP) to incur increased costs or time impacts. The official NTP for the applicable change will be granted upon signing of the CTI Log. If the RFI is submitted and signed by the Government without cost and time impacts known, the Government shall return the RFI with the technical direction and request the proposal and TIA by an established suspense date. In either instance, the CTI Log will note the agreed upon price for the change (if any), time extension (if any), and will establish the NTP for the technical direction captured in the RFI.

4. After arriving at a bilateral agreement on price and time impacts associated with the change, the ACO and the contractor’s representative will enter the RFI number and the agreed upon "reasonable price" on the contract CTI Log. At this time, the ACO will electronically sign the applicable log entries, authorizing the contractor to proceed with the scope described by the RFI and at the reasonable price agreed upon. The contractor's authorized representative must also acknowledge the cost and time impact by signing the CTI Log item, prior to proceeding with the work. The official NTP will occur when both the Government and Contractor have both signed the CTI Log.

5. When the aggregate absolute value of changes approaches the appointed ACO's warrant threshold, the individual CTI Log entries (and associated RFls) shall be captured in a single modification document (SF 30). The "SCOPE" paragraph of the modification will contain a summary list of the incorporated CTI Log items. These

SECTION 01 30 00.24 Page 14 aggregate modifications will be processed at least once every month, at a different interval as mutually agreed upon, or when expedited processes are needed to pay for critical features of work such that subcontractors have the ability to bill for work completed in the field. The ACO will sign the SF 30 and provide to the contractor for its signature and return. After the SF30 is executed, the Contractor can bill for the earnings included in the associated CTI Log items listed on the SF30.

6. The CTI Log process may be utilized during the performance of this contract unless termination or suspension of this change management process is desired by either party.

PART 2 NOT USED

SECTION 01 30 00.24 Page 15

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

Appendix A - Contract Document Distribution List

NOTE: Each of the quantities indicated below are for hardcopy sets of the indicated media. CD/DVD shall include PDF copies of the full-size drawings set and the project specifications.

Addressee No. of Sets Drawings Half-size Full-size CD/DVD USACE - Omaha District 2 0 2 CENWO-PMM (Tessin) 1616 Capitol Avenue Omaha, NE 68102

USACE - FE WARREN RO 3 2 2

CENWO-CDD-F (Galanopoulos) PO Box 9508 Cheyenne, WY 82003-9508

USACE - DENVER AO 1 1 2

CENWO-CD-RM (Parker) 98 Inverness Dr. East Ste. 370 Englewood, CO 80012

FE WARREN AFB 90th CES/CENM 2 1 2 ATTN: Charlie Radich Cheyenne, WY 82005

AFCEC 0 0 2

-- End of Section --

SECTION 01 30 00.24 Page 16

DateMEMORANDUM FOR 90 SFS/S5

FROM:

SUBJECT:

The following representative/contractor will require access to F. E. Warren AFB, Wyoming to perform the following contracted services:

Last Name:

First Name:

MI:

Address:

SS Number:

ID Num

State: Phone Number:

Date of Birth:

Eye Color: Employer:

Hair Color: Employee

Destination:Height:

Weight:

Gender:

The following will be completed by the Approval Official:

Hours of Operation (example 0600 – 1800):

Days of Operation: (Monday – Saturday):

Card Expiration Date: (Cannot exceed 1 year from date of issue):

Approving Official.

Last Name:

Approval Official Signature

First Name: Rank:

_______________________________ Digital

The following will be completed by Pass and Registration (90 SFS/S5 ):

Date: _________________ Time: _____________ S5 S Initials: ______________

I acknowledge that I am receiving a pass/card that is the property of F. E Warren AFB. I acknowledge that I must turn it in to my supervisor (Supervisor turn it into sponsoring agency) if I am terminated, it expires or the work is completed and access is no longer required.

Individuals Signature: ___________________________________

Company Name:

Address:

Phone Number:

DATE PREPAREDBASE CIVIL ENGINEERING WORK CLEARANCE REQUEST

(See Instructions on Reverse)

1. Clearance is requested to proceed with work at on Work Order No. , Contract No. , involving excavation or utility disturbance per attached sketch. This area has has not been staked or clearly marked.

2. TYPE OF FACILITY/WORK INVOLVED

G. AIRCRAFT OR VEHICULAR TRAFFIC FLOWA. PAVEMENTS D. FIRE DETECTION & PROTECTION SYSTEMS

H. SECURITYB. DRAINAGE SYSTEMS E. UTILITY OVERHEAD UNDERGROUND

I. OTHERC. RAILROAD TRACKS F. COMM OVERHEAD UNDERGROUND

3. DATE CLEARANCE REQUIRED 4. DATE OF CLEARANCE

5. SIGNATURE OF REQUESTING OFFICIAL 6. TELEPHONE NO. 7. ORGANIZATION

ORGANIZATION REMARKS (Use Reverse for additional comments) REVIEWER'S NAME AND INITIALS

8.

A. ELECTRICAL DISTRIBUTION

B

A

S B. STEAM DISTRIBUTION

E

C. WATER DISTRIBUTION

C

I

D. POL DISTRIBUTIONV

I L

E. SEWER DISTRIBUTION

E

N

F. ENVIRONMENTAL

G

I

G. PAVEMENTS/ GROUNDSN

E

E H. FIRE PROTECTION

R

I

I. ZONEN

G

J. OTHER (Specify)

9. SECURITY POLICE

10. SAFETY

11. COMMUNICATIONS

12. BASE OPERATIONS

13. CABLE TV

14. COMMERCIAL UTILITY COMPANY

TELEPHONE

GAS

ELECTRIC

15. OTHER (Specify)

16. REQUESTED CLEARANCE APPROVED DISAPPROVED

17. TYPED NAME AND SIGNATURE OF APPROVING OFFICER (Chief of Operations Flight or Chief of Engineering Flight) 17a. DATE SIGNED

PREVIOUS EDITIONS ARE OBSOLETE.AF IMT 103, 19940801, V3

AF103

INSTRUCTIONS

The BCE work clearance request is used for any work (contract or in-house) that may disrupt aircraft or vehicular traffic flow, base utility services, protection provided by fire and intrusion alarm system, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions in an attempt to prevent accidents. The work clearance request is processed just prior to the start of work. If delays are encountered and the conditions at the job site change (or may have changed) this work clearance request must be reprocessed.

18. REMARKS. (This section must describe specific precautionary measure to be taken before and during work accomplishment. Specific comments concerning the approved method of excavation, hand or powered equipment, should be included.)

AF IMT 103, 19940801, V3 (REVERSE)

AF103

NOTES:

PLANNED COMPLETION DATE:

JAMES SMITH

GENERAL CONTRACTOR

JOHN DOE

ARCHITECT-ENGINEER

HANGAR

FIELD MAINTENANCE

U.S. ARMY CORPS OF ENGINEERS

IN PARTNERSHIP WITH

U.S. AIR FORCE PROJECT

U.S. AIR FORCE

8'-0"

LINE

A

B C

D

E

F

G

H

I

NO SCALE

PROJECT SIGN DETAILS

U.S. AIR FORCE MCP PROJECTS

4'-0"

SPACE

SCHEDULE

LETTER

FRONT VIEW END VIEW

I 4"

H 4" 8 PLANNED COMPLETION DATE 2.5" 1/4"

G 1" 7 GENERAL CONTRACTOR/A-E 1.5" 3/16"

F 5" 6 GENERAL CONTRACTOR/A-E 1.5" 3/16"

E 3" 5 PROJECT NAME CONT'D (IF REQ'D) 4" 1/2"

D 5" 4 PROJECT NAME 4" 1/2"

C 2" 3 U.S. ARMY CORPS OF ENGINEERS 1.5" 3/16"

B 2" 2 IN PARTNERSHIP WITH 1.5" 3/16"

A 4" 1 U.S. AIR FORCE PROJECT 1.5" 3/16"

SPACE HEIGHT LINE DESCRIPTION HEIGHT STROKE

EACH POST

AT 6" CTRS.

GALV. NAILS

NAIL WITH 8D

GROUND LINE

4" X 4" POST

EXTERIOR PLYWOOD

4' X 8' X 1/2"

GALV. BOLT

1/2" DIAM.

ANCHOR

2" X 6"

2" X 4" BRACE

GALV. BOLT

1/2" DIAM.

HELIOS BOLD II, HELVETICA BLACK ROMAN, OR HELVETICA BOLD ROMAN.

8. LETTERING STYLE SHALL BE EITHER HELIOS EXTRA BOLD CONDENSED,

THE SAME BACKGROUND COLOR AS THE SIGN.

7. ALL EXPOSED WOOD…