21B3003_Specs_Vol7_Apps.PDF
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- Solicitation number
- W912HN21B3003
About this file
This solicitation is for the construction of an Advanced Individual Training Complex at Fort Gordon, Georgia. The project includes construction of a battalion headquarters building and a barracks/company operations facility to house 600 soldiers. Supporting facilities such as site development, utilities, parking, lighting, paving, and landscaping are also required. The contractor must provide building information systems, fire protection and alarm systems, video surveillance, intrusion detection, electronic security, and energy monitoring control system integration. Sustainability, accessibility, antiterrorism, and cyber security measures must be incorporated. The period of performance is 720 calendar days. The contract value is estimated between $25 million and $100 million. The solicitation will use sealed bid procedures in accordance with FAR Part 14.
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Fort Gordon, Georgia
Solicitation Number
W912HN-21-B-3003
AIT Barracks Complex, Phase 3 Volume 7 of 7: Appendices
PN 55516
February 2021
U.S. ARMY ENGINEER DISTRICT, SAVANNAH
CORPS OF ENGINEERS
100 WEST OGLETHORPE AVENUE
SAVANNAH, GEORGIA 31401-3640
US Army Corps of Engineers Savannah District
AIT BARRACKS/COF 21B3003
Ft. Gordon, GA Brks/COF
PROJECT TABLE OF CONTENTS
DI VI SI ON 01 - GENERAL REQUI REMENTS
01 11 00 SUMMARY OF WORK
01 30 00 ADMINISTRATIVE REQUIREMENTS
01 32 01 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 33 29 SUSTAINABILITY REPORTING
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00 QUALITY CONTROL
01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 45 35 SPECIAL INSPECTIONS
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 57 19.37 INDOOR AIR QUALITY (IAQ) MANAGEMENT
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 00 CLOSEOUT SUBMITTALS
01 78 23 OPERATION AND MAINTENANCE DATA
01 91 00 TOTAL BUILDING COMMISSIONING
DI VI SI ON 02 - EXI STI NG CONDI TI ONS
02 41 00 DEMOLITION
DI VI SI ON 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE
03 45 00 PRECAST ARCHITECTURAL CONCRETE
DI VI SI ON 04 - MASONRY
04 20 00 UNIT MASONRY
DI VI SI ON 05 - METALS
05 05 23.16 STRUCTURAL WELDING
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 50 13 MISCELLANEOUS METAL FABRICATIONS
05 51 00 METAL STAIRS
05 51 33 METAL LADDERS
05 52 00 METAL RAILINGS
DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES
06 10 00 ROUGH CARPENTRY
06 20 00 FINISH CARPENTRY
06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON
07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS
07 12 00 BUILT-UP BITUMINOUS WATERPROOFING
07 14 00 FLUID-APPLIED WATERPROOFING
PROJECT TABLE OF CONTENTS Page 1
07 19 00 WATER REPELLENTS
07 21 13 BOARD AND BLOCK INSULATION
07 21 16 MINERAL FIBER BLANKET INSULATION
07 22 00 ROOF AND DECK INSULATION
07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS
07 27 10 BUILDING AIR BARRIER SYSTEM
07 27 19.01 SELF-ADHERING AIR BARRIERS
07 27 26 FLUID-APPLIED MEMBRANE MOISTURE BARRIER
07 41 13 METAL ROOF PANELS
07 42 63 FABRICATED WALL PANEL ASSEMBLIES
07 54 19 POLYVINYL-CHLORIDE ROOFING
07 60 00 FLASHING AND SHEET METAL
07 61 14 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
07 92 00 JOINT SEALANTS
DI VI SI ON 08 - OPENI NGS
08 11 13 STEEL DOORS AND FRAMES
08 11 16 ALUMINUM DOORS AND FRAMES
08 14 00 WOOD DOORS
08 31 00 ACCESS DOORS AND PANELS
08 33 13 COILING COUNTER DOORS
08 33 23 OVERHEAD COILING DOORS
08 33 43 FIRE AND SMORE-RATED CURTAINS
08 34 00 FIRE PROTECTIVE SMOKE CURTAINS
08 34 01 FORCED ENTRY RESISTANT COMPONENTS
08 34 02 BULLET-RESISTANT COMPONENTS
08 34 59 VAULT DOORS AND DAY GATES
08 34 73 SOUND CONTROL DOOR ASSEMBLIES
08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
08 51 13 ALUMINUM WINDOWS
08 60 45 SKYLIGHTS AND TRANSLUCENT PANELS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
08 91 00 METAL WALL AND DOOR LOUVERS
DI VI SI ON 09 - FI NI SHES
09 06 00 SCHEDULES FOR FINISHES
09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD
09 23 00 GYPSUM PLASTERING
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 68 00 CARPETING
09 90 00 PAINTS AND COATINGS
09 96 00 HIGH-PERFORMANCE COATINGS
DI VI SI ON 10 - SPECI ALTI ES
10 11 00 VISUAL DISPLAY UNITS
10 14 00.10 EXTERIOR SIGNAGE
10 14 00.20 INTERIOR SIGNAGE
10 14 53 TRAFFIC SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 22 13 WIRE MESH PARTITIONS
PROJECT TABLE OF CONTENTS Page 2
10 22 26.23 COILING PARTITIONS
10 22 39 FOLDING PANEL PARTITIONS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 44 16 FIRE EXTINGUISHERS
10 73 00 COVERED TRAINING SHELTER
DI VI SI ON 11 - EQUI PMENT
11 47 00 ICE MACHINES
DI VI SI ON 12 - FURNI SHI NGS
12 24 13 ROLLER WINDOW SHADES
12 32 00 MANUFACTURED WOOD CASEWORK
12 36 00 COUNTERTOPS
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
12 93 00 SITE FURNISHINGS
DI VI SI ON 14 - CONVEYI NG EQUI PMENT
14 21 13 ELECTRIC TRACTION FREIGHT ELEVATORS
DI VI SI ON 21 - FI RE SUPPRESSI ON
21 12 00 STANDPIPE SYSTEMS
21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION
21 30 00 FIRE PUMPS
DI VI SI ON 22 - PLUMBI NG
22 00 00 PLUMBING, GENERAL PURPOSE
DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 15 COMMON PIPING FOR HVAC
23 05 48.19 BRACING 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 25 FACILITY GAS PIPING
23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS
23 52 00 HEATING BOILERS
23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS
23 81 47 WATER-LOOP AND GROUND-LOOP HEAT PUMP SYSTEMS
23 82 00 TERMINAL HEATING UNITS
DI VI SI ON 25 - I NTEGRATED AUTOMATI ON
25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS
25 05 11.21 CYBERSECURITY FOR FIRE SUPPRESSION CONTROL SYSTEMS
25 05 11.23 CYBERSECURITY FOR HVAC CONTROL SYSTEMS
25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING
25 10 10 UTILITY MONITORING AND CONTROL SYSTEM (UMCS) FRONT END
AND INTEGRATION
PROJECT TABLE OF CONTENTS Page 3
DI VI SI ON 26 - ELECTRI CAL
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 24 13 SWITCHBOARDS
26 28 01 COORDINATED POWER SYSTEM PROTECTION
26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS
26 41 00 LIGHTNING PROTECTION SYSTEM
26 51 00 LIGHTING
DI VI SI ON 27 - COMMUNI CATI ONS
27 05 13.43 TELEVISION DISTRIBUTION SYSTEM
27 05 28.36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DI VI SI ON 31 - EARTHWORK
31 00 00 EARTHWORK
31 05 22 GEOTEXTILES USED AS FILTERS
31 11 00 CLEARING AND GRUBBING
31 31 16.13 CHEMICAL TERMITE CONTROL
31 31 16.19 TERMITE CONTROL BARRIERS
DI VI SI ON 32 - EXTERI OR I MPROVEMENTS
32 01 13.62 ASPHALT SURFACE TREATMENT
32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT
32 05 33 LANDSCAPE ESTABLISHMENT
32 11 23 AGGREGATE BASE COURSES
32 12 13 BITUMINOUS TACK AND PRIME COATS
32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS
32 12 36.13 ASPHALTIC SEAL COATS
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 84 23 UNDERGROUND SPRINKLER SYSTEMS
32 92 19 SEEDING
32 92 23 SODDING
32 93 00 EXTERIOR PLANTS
DI VI SI ON 33 - UTI LI TI ES
33 40 00 STORM DRAINAGE UTILITIES
33 46 16 SUBDRAINAGE PIPING
33 48 00 BIORETENTION AREAS
33 51 15 NATURAL-GAS / LIQUEFIED PETROLEUM GAS DISTRIBUTION
PIPELINES
33 61 13.13 PREFABRICATED UNDERGROUND HYDRONIC ENERGY DISTRIBUTION
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
APPENDICES
PROJECT TABLE OF CONTENTS Page 4
Appendix A STANDARD FORMS Appendix B GEOTECHNICAL REPORT
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 5
APPENDIX A
STANDARD FORMS
APPENDIX A
FORMS LIST
Attachment 1 - 1
Army Project Sign
Project Sign Legend Defined
Project Sign Erection Detail
Safety Performance Sign
Corps of Engineers Logo
Accident Prevention Plan Checklist
Construction Quality Control Report
Weekly Temporary Electrical Inspection
Minimum Standard for Temporary Electrical Service (Ref. FAR 52.236-14)
SAS FL 363 - Foundation Data
SAS Form 9 - Activity Hazard Analysis
SAD FL198 - Report of Safety Meeting
DA Form 5418-R - Cost Estimate Analysis
DD Form 1354 - Transfer and Acceptance of Military Real Property
DD Form 1354 Checklist
DD Form 1532 - Pest Management Report
DD Form 1532 - Pest Management Maintenance Record
DHS Form I-9 - Employment Eligibility Verification
ENG Form 16-2 - Standard Pre-Lift Plan (LHE)/Checklist
ENG Form 16-3 - Critical Lift Plan
ENG Form 2454 - Construction Progress Chart
ENG Form 3394 – Accident Investigation Report
ENG Form 4025 - Transmittal of Shop Drawings, Equipment Data, Material
Samples, or Manufacturer's Certificates of Compliance
Real Property Inventory and BIS Worksheet
Landfill Permit Application
Standard Form LLL-A - Disclosure of Lobbying Activities
Contractor Hazardous Material Inventory Log (EPRCA)
Contractor-Furnished Spoil, Disposal Areas
PROJECT SIGN LEGEND DEFINED
Legend Group 1: The words:
"Construction or "Design and Construction Supervised by:" Supervised by:"
shall be placed on two lines using black, 1.25" Helvetica regular typeface.
Maximum line length is 19".
10.5" Reverse Signature: The Corps symbol shall be a 10.5" white reverse signature using a 6" castle on a red background. The castle and surrounding border lines shall be white. The castle windows, door, and logo background are to be red. The words "U.S. Army Corps of Engineers" shall be black.
Legend Group 2: The words:
"Savannah District South Atlantic Division" shall be placed on two lines below the 10.5" reverse signature, using black, 1.25" Helvetica regular typeface.
Legend Group 3: The "Name of Project" shall be placed on one to three lines using white 3" Helvetica bold typeface. Maximum line length is 42".
Legend Group 4: The "Army Installation" shall be a one or two line identification of the facility or name of the sponsoring department.
Lettering is to be white, 1.5" Helvetica regular typeface. Maximum line length is 42".
NOTE: Cross-align the first line of legend group 4 with the first line of the Corps signature (U.S. Army Corps) as shown.
Legend Group 5a: The words:
"Architects:" or "Engineers:" or "Architect-Engineers:"
shall be a one to five line identification of the prime architect or engineering corporate or firm name, city, and State. Lettering shall be white, 1.25" Helvetica regular typeface. Maximum line length is 21".
Legend Group 5b: The "Contractor:" shall be a one to five line identification of the prime Contractor corporate or firm name, city, and State. Include type of Contractor, i.e. General Contractor, etc. Lettering shall be white, 1.25" Helvetica regular typeface. Maximum line length is 21".
NOTE: All typography shall be flush left and rag right, upper and lower case with initial capitals only as shown.
Safety Performance Sign EP 310-1-6a 01 Jun 06
16-3
Each contractor’s safety record is to be posted on Corps managed or supervised construction projects and mounted with the Construction Project Identification sign specified on page 16-2.
The graphic format, color, size and type-faces used on the sign are to be repro-duced exactly as specified below. The title with First Aid logo in the top section of the sign, and the performance record captions are standard for all signs of this type. Legend groups 2 and 3 below identify the project and the contractor and are to be placed on the sign as shown.
Safety record numbers are mounted on individual metal plates and are screw-mounted to the background to allow for daily revisions to posted safety perfor-mance record.
Special applications or situations not covered in these guidelines should be referred to the district Sign Program Manager.
Legend Group 1: Standard two-line title “Safety is a Job Requirement” with 8” (outside diameter) Safety Green first aid logo.
Color: To match Pantone system 347 Typeface: 3" Helvetica Bold Color: Black
Legend Group 2: One- to two-line project title legend describes the work being done under this contract and name of host project.
Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"
Legend Group 3: One- to two-line identifica-tion: name of prime contractor and city, state address. Color: Black Typeface: 1.5" Helvetica Regular Maximum line length: 42"
Legend Group 4: Standard safety record captions as shown.
Color: Black Typeface: 1.25” Helvetica Regular
Replaceable numbers are to be mounted on white .060 aluminum plates and screw-mounted to background.
Color: Black Typeface: 3" Helvetica Regular Plate size: 2.5" x 4.5"
All typography is flush left and rag right, upper and lower case with initial capitals only as shown. Letter- and word-spacing to follow Corps standards as specified in Appendix D.
3” 33.030” eq. 8” eq.
6”
4.5”
10.5”
2.25” 3”
2.25” 3”
4.875”
4.875”
6.75”
4.875” .75” 4.875”
4.5”
3”
3” 42” 3”
2.25” 2.25” 2.25” 2.25”
.75”
3”
.75”
Sign Legend Panel Post Specification Mounting Color Type Size (A) Size Size Code Height Bkg/Lgd
CID-02 various 4’x4’ 4”x4” HDO-3 48” WH/BK-SG
CORPS OF ENGINEERS LOGO
HALF SIZE
CESO Form A-02 MAR 15
Form A-02 U.S. Army Corps of Engineers
Accident Prevention Plan Checklist
Date of Inspection
Location (Plant or Facility) Contract Number
Contractor Name Project Name
Inspector Name (Print) Inspector Signature
This checklist serves as a guide only, it does not replace or eliminate the need to comply with the requirements set forth in Engineering Manual 385-1-1, Safety and Health Requirements Manual, dated 30 Nov 2014. The references included in this checklist correspond to the applicable sections of EM 385-1-1.
Item Description Yes No N/A Remarks (Any NO or N/A item)
a. Signature sheet
1. Includes the name, title, signature, telephone number, and qualifications of the Plan Preparer (Qualified person, i.e. corporate safety staff person, QC)
2. Includes the name, title, signature, telephone number, and qualifications of the Plan Approver (e.g. owner, company president, regional vice president) (HTRW activities require approval of a Certified Industrial Hygienist, a Certified Safety Professional may approve the plan for operations involving UST removal where contaminants are known to be petroleum, oils, or lubricants).
3. Includes the name(s), title(s), signature(s), telephone number(s), and qualifications for Plan Concurrence (provide concurrence of other applicable corporate and project personnel (contractor)) (e.g. Chief of Operations, Corporate Chief of Safety, Corporate Industrial Hygienist, project manager or superintendent, project safety professional, project QC.)
b. Background information
1. Includes the Contractor Name.
2. Includes the Contract Number.
3. Includes the Project Name.
4a. Includes the Brief Project Description.
4b. Includes a Discription of the Work to be Performed.
4c. Includes the Location of the Project (map).
4d. Includes the Equipment to be Used.
4e. Includes the Anticipated High Risk Activities.
5. Includes the Major Phases of Work Anticipated.
(Within these major phases of work identified, activities [includes Definable features of Work (DFOWs) and tasks] to be performed that will require an AHA shall be specifically highlighted. This information can then be used by QC, QA and Safety personnel to track AHA submittals. The AHAs for these activities, tasks of DFOWs are NOT submitted at this time (AHAs created/submitted at this time would not be activity-specific as they are intended to be). > See Sections 01.A.14 and 01.A.15.)
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Item Description Yes No N/A Remarks (Any NO or N/A item)
c. Statement of Safety and Health Policy.
1. Provide a copy of current corporate/company Safety and Health Policy Statement, detailing commitment to providing a safe and healthful workplace for all employees. (In addition to the corporate policy statement, a copy of the corporate safety program may provide a portion of the information required by the accident prevention plan.)
2. Includes Contractor’s written safety program goals.
3. Includes Contractor’s written safety program objectives.
4. Includes the Contractor Accident Experience (Copy of OSHA 300 Forms, or equivalent documentation).
d. Responsibilities and Lines of Authority.
1. Includes statement of the employer’s ultimate responsibility for the implementation of his SOH program for his own employees, all sub-contractors and all others on the worksite (includes the strict enforcement of the program).
2. Includes the identification and accountability of personnel responsible for safety and health at both the corporate and project level – including their resumes. Qualifications shall be in accordance with Section 01.A.17. (Only official OSHA 30-Hour cards will be accepted or, if equivalent training is provided, appropriate instructor qualifications.)
3. Includes equivalent training to the OSHA 30-Hour classes is being presented as qualification, the training shall cover, as a minimum, the areas discussed in Appendix A, Section 3.d.3.(a-d).
4. Includes the names of Competent (CP) and/or Qualified Person(s) (QP) and proof of competency/qualification to meet specific OSHA CP/QP requirements. (Must include copies of proof of CP/QP).
5. Includes requirements and details of the employer’s Risk Management Process. (USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools]. These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.)
6. Includes requirements for initial activity-specific AHAs to be submitted and accepted at preparatory meetings, prior to work being performed;
7. Includes requirements that no work by the Contractor shall be performed unless a designated Competent Person/SSHO is present on the job site.
8. Includes policies and procedures regarding non-compliance with safety requirements (to include disciplinary actions for violation of safety requirements).
9. Lines of authority.
10. Includes written company procedures for holding managers and supervisors accountable for safety.
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Item Description Yes No N/A Remarks (Any NO or N/A item)
e. Subcontractors and Suppliers.
1. Includes the list of subcontractors and suppliers.
(If not known at the time of initial APP submittal, the contractor shall include the following statement in their initial APP: “The subcontractors for the following DFOWs/activities are not known at this time, but additional information will be submitted to the APP for acceptance prior to the start of any activities listed”)
2. Includes safety responsibilities of subcontractors and suppliers.
f. Training
1. Includes requirements for new hire SOH orientation training at the time of initial hire of each new employee.
2. Includes requirements for mandatory training and certifications that are applicable to this project (e.g., explosive actuated tools, confined space entry, crane operator, diver, vehicle operator, HAZWOPER training and certification, PPE) and any requirements for periodic retraining / recertification.
3. Includes procedures for periodic safety and health training for supervisors and employees.
4. Includes the requirements for emergency response training.
g. Safety and Health Inspections
1. Includes specific assignment of responsibilities for a minimum daily jobsite SOH inspection during periods of work activity.
1a. Includes the name(s) of individual(s) responsible for conducting safety inspections. (e.g., PM, safety professional, QC, supervisors, employees) 1b. Includes proof of inspector's training / qualifications.
1c. Indicates when inspections will be conducted.
1d. Indicates procedures for documentation. (Furnished sample forms upon which inspections will be recorded.)
1e. Indicates deficiency tracking system and follow-up procedures.
2. Includes any external inspections / certifications which may be required. (e.g., US Coast Guard)
h. Mishap Reporting and Investigation
1. The plan identifies how, when, and who shall complete the Exposure data (man-hours worked).
2a. The plan identifies how, when, and who shall complete mishap investigations, reports, and logs. (The contractor shall report, thoroughly investigate, and analyze all mishaps occurring incidentally to an operation, project or facility for which this manual is applicable.)
2b. The plan identifies how, when, and who shall make immediate notification of major mishaps. (Mishaps shall be reported as soon as possible but not more than 24 hours afterwards to the KO/COR.)
2c. Includes how, when, and who will provide notice to the KO/COR when corrective actions are completed. (Implement corrective actions as soon as reasonably possible.)
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable safety and occupational health risks and associated compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:
(1)Include a project-specific compliance plan, as applicable to the work being performed, and as identified below. The plans shall incorporate project-wide procedures to control hazards to which the employees of all project employers may be exposed.
(2) These procedures shall be coordinated with all project employers and shall include project-specific, project-wide emergency response and evacuation procedures, PPE requirements, recordkeeping and reporting requirements, and training requirements.
(3) The plans shall be prepared prior to the start of any work activities on the job site (as much as the information can be known at that point in time). The plans shall be updated throughout the life of the project to include changes in personnel, equipment, conditions, etc. Additional revisions shall be incorporated as necessary to reflect changing site conditions, construction methods, personnel roles and responsibilities and construction schedules.
(4) No activity (DFOW) shall be started on site until the APP is revised and submitted to the GDA for acceptance, with the site-specific plans, programs and procedures required to complete the project.
Item Description Yes No N/A Remarks (Any NO or N/A item)
i. Plans (Programs, Procedures, Assessments, and Evaluations) required by the Safety Manual
1. Fatigue Management Plan (01.A.20)
2. Emergency Plans (01.E):
(a) Procedures & Test (01.E.01)
(b) Spill Plans (01.E.01, 06.A.02)
(c) Fire Fighting Plan (01.E.01; 19.A)
(d) Posting of Emergency Telephone Numbers (01.E.05)
(e) Man overboard/abandon ship (19.A.04)
(f) Plan for prevention of alcohol and drug abuse (01.C.02 & Specs)
3. Site Sanitation/Housekeeping Plan (02.B)
4. Medical Support Agreement. Outline on-site medical support and off-site medical arrangements including rescue and medical duties for those employees who are to perform them, and the name(s) of on-site Contractor personnel trained in first aid and CPR. A minimum of two employees shall be certified in CPR and first-aid per shift/site (03.A.01, 03.A.03)
5. Blood-borne Pathogen Program (03.A.05)
6. Exposure Control Plan (03.A.05)
7. Automatic External Defibrillator (AED) Program (03.B.04)
8. Site Layout Plan (04.A)
9. Access/Haul Road Plan (04.B)
10. Hearing Conservation Program (05.C)
11. Respiratory Protection Plan (05.G)
12. Health Hazard Control Program (06.A)
13. Hazard Communication Program (06.B.01)
14. Process Safety Management Plan (06.B.04)
15. Lead Compliance Plan (06.C.02 & Specifications)
16. Asbestos Abatement Plan (06.C.03 & Specifications)
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:
Item Description Yes No N/A Remarks (Any NO or N/A item)
i. Plans (Programs, Procedures) continued.
17. Radiation Safety Program (06.F)
18. Abrasive Blasting Plan (06.I)
19. Heat Stress Monitoring Plan (HSMP) (06.J.02)
20. Cold Stress Monitoring Plan (CSMP) (06.J.04)
21. Indoor Air Quality Management Plan (06.L)
22. Mold Remediation Plan (06.L.04)
23. Chromium (VI) Exposure Evaluation (06.M)
24. Crystalline Silica Assessment (06.N.02)
25. Lighting Plan for Night Operations (07.A.06)
26. Traffic Control Plan (08.C.05)
27. Fire Prevention Plan (09.A.01)
28. Wild Land Fire Management Plan (09.L)
29. Arc Flash Hazard Analysis (11.B)
30. Assured Equipment Grounding Control Program (AEGCP), (11.D.05, Appendix E)
31. Hazardous Energy Control Program and Procedures (12.A.01)
32. Standard Pre-Lift Plan – LHE (16.A.03)
33. Critical Lift Plan – LHE (16.H)
34. Naval Architectural Analysis – LHE (Floating) (16.L)
35. Floating Plant Inspection and Certification (19.A.01)
36. Severe Weather Plan for Marine Activities (19.A.03)
37. Emergency Plan for Marine Activities (19.A.04)
38. Man Overboard/Abandon Ship Procedures (19.A.04)
39. Float Plan for Launches, Motorboats, Skiffs (19.F.04)
40. Fall Protection and Prevention Plan (21.D)
41. Demolition/Renovation Plan (to include engineering survey) (23.A)
42. Rope Access Work Plan (24.H)
43. Excavation/Trenching Plan (25.A.01)
44. Fire Prevention and Protection Plan for Underground Construction (26.D.01)
45. Compressed Air Work Plan for Underground Construction (26.I.01)
46. Erection and Removal Plan for Formwork and Shoring (27.C)
47. Precast Concrete Plan (27.D)
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Based on a risk assessment of contracted activities and on mandatory OSHA compliance programs, the Contractor shall address all applicable occupational risks and compliance plans. Using the EM 385-1-1 as a guide, plans, programs, procedures (assessments and evaluations), may include but not be limited to:
Item Description Yes No N/A Remarks (Any NO or N/A item)
i. Plans (Programs, Procedures) continued.
48. Lift-slab Plans (27.E)
49. Masonry Bracing Plan (27.F.01)
50. Steel Erection Plan (28.B)
51. Explosives Safety Site Plan (ESSP) (29.A)
52. Blasting Plan (29.A; 26.J)
53. Dive Operations Plan (30.A.14, 30.A.16)
54. Safe Practices Manual for Diving Activities (30.A.15)
55. Emergency Management Plan for Diving (30.A.18)
56. Tree Felling/Maintenance Program (31.A.01)
57. Aircraft/Airfield Construction Safety & Phasing Plan (CSPP) (32.A.02)
58. Aircraft/Airfield Safety Plan Compliance Document (SPCD) (32.A.02)
59. Site Safety and Health Plan (HTRW) (33.B)
60. Confined Space Entry Procedures (34.A.05)
61. Confined Space Program (34.A.06)
j. Risk Management Processes (AHAs). Detailed project-specific hazards and controls shall be provided by Activity Hazard Analysis for each activity (DFOW). No work will begin on an activity (DFOW) until the initial AHA has been accepted by the GDA addressing the project-specific hazards. (01.A.14 & 01.A.15) Note: USACE uses the Activity Hazard Analysis (AHA) as part of a total risk management process. Contractors and other individual employer’s may use the AHAs or their own version [Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools].
These documents are considered equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA.
Remarks:
U.S. Army Corps of Engineers
Accident Prevention Plan Checklist (cont’d)
Date of Inspection
Other Remarks:
CONTRACTOR'S NAME
(Address)
DAILY CONTRACTOR QUALITY CONTROL REPORT
Date: ______________ Report No. _____
Contract No. _____________________________
Description and Location of Work: ___________________________________________
Weather: (Clear) (P. Cloudy) (Cloudy); Temperature: ___ Min. ___ Max; ___
Rainfall ______ inches
Contractor/Subcontractors and Area of Responsibility
1. Work Performed Today: (Indicate location and description of work performed. Refer to work performed by prime and/or subcontractors by letter in table above.)
2. Results of Surveillance: (Include satisfactory work completed, or deficiencies with action to be taken.)
3. Tests required by Plans and/or Specifications Performed and Results of tests:
4. Verbal Instructions Received: (List any instructions given by Government personnel on construction deficiencies, retesting required, etc., with action to be taken.)
5. Remarks: (Cover delays and any conflicts in plans, specifications, or instructions.)
6. Safety Inspection: (Report violations noted; corrective instructions given; and corrective actions taken.)
7. Equipment Data: (Indicate items of construction equipment, other than hand tools, at jobsite, and whether or not used.)
CONTRACTOR'S VERIFICATION: The above report is complete and correct and all material and equipment used and work performed during this reporting period are in compliance with the contract plans and specifications except as noted above.
Contractor's Approved Authorized Representative
WEEKLY TEMPORARY ELECTRICAL INSPECTION
Week ending ________________
Contract No. __________________________
Contract Description _______________________________________________________
The following items were inspected in accordance with requirements in National Electrical Code and Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1.
1. Wire (size, type, condition).
2. Systems and devices (polarity, continuity of ground, resistance to ground).
3. Resistance of ground rods (25 OHMS) measured and recorded.
4. Check GFI for 15/20 amp 120 volt circuits.
5. Plugs and receptacles (type, NEMA rating).
6. Circuit breakers and disconnect (size, type, weatherproof).
7. Extension cords (type, UL listed, insulation condition, splices, location).
8. Open wiring on insulators, nonmetallic sheathed cable, outside clearance (600 volts or less), Festoon lighting (as applicable).
Signature Electrician/Electrical Engineer
MINIMUM STANDARD FOR TEMPORARY ELECTRICAL SERVICE
(DIMENSIONS ARE APPROXIMATE)
A. The backboard for temporary service shall consist of not less than 1/2 inch plywood of exterior grade.
B. Numbers above correspond to the item below:
Item 1 - NEMA 3R circuit breaker type panelboard. This panelboard shall consist of 1 two-pole 60 amp main circuit breaker, 4* one pole 20 AMP branch circuit breakers, and 1* two pole 20 AMP branch circuit breaker. Breakers shall meet Federal Specifications Standards for Class 1A breakers and shall be plug-in type. (*Number of breakers to be adjusted to suit the job requirements.)
Item 2 - Duplex grounding type convenience outlets in standard utility type outlet boxes with covers, meeting the NEC and NEMA requirements for wet locations.
Connections to the branch circuit breakers shall be grounded by two conductors #12 NMC cable.
Item 3 – (Optional) A single three-conductor grounding type outlet rated for 250 volt service meeting the NEC and NEMA requirements for wet locations. Connections from this outlet to the two pole breaker shall be by two conductor grounded type NMC cable.
Item 4 - 3/4 inch PVC. This shall be used to support extension cords.
Item 5 – NEMA 3R service disconnect safety switch – 60 amp minimum.
C. The panelboard shall be grounded by #6 copper wire connected to a 3/4 inch by 10-foot long ground rod.
D. Service to the panel shall consist of three copper conductor #6 minimum service entrance cable. This cable may enter the top or side of the panelboard.
E. Periodic inspections of systems and devices will be made by the Contractor at intervals not to exceed 1 week, and a report will be submitted indicating the results.
F. All receptacle outlets that provide temporary electrical power during construction, remodeling, maintenance, repair, or demolition shall have ground-fault circuit-interrupter (CFCI) protection for personnel. GFCI protection shall be provided on all circuits serving portable electric hand tools or semi-portable electric power tools (such as block/brick saws, table saws, air compressors, welding machines, and drill presses). See EM 385-1-1 for exceptions.
G. Per EM 385-1-1 all temporary power distribution systems shall be submitted to the field office before installation.
FOUNDATION DATA
SAS FL 363 Page 1
Project Title: __________________________________________________________________
FY: _______________ L.I. _______________
Location: ____________________________________________________________________
A-E Firm: ____________________________________________________________________
A-E Phone No. ___________________________________
1. The following information is furnished relative to the foundation analysis for the subject project. (A separate CESAS FL 363 shall be completed for each structure involved in the project.)
a. Type of structural system: (Brief Statement)
b. General Scope: __________ feet by __________ feet # of stories ______ (Check applicable blocks below)
Slab-on Grade Basement Walls:
Crawl Space (1) Fixed at 1st Floor
Retaining Walls (2) Fixed at Footings
Areas Recessed below F.F. (Provide with info for Item 2. below)
c. Type of Foundation: (Check applicable blocks and fill in loads)
Mat. Foundation Approx. Max. Load on Mat. Foundation ________ K/SF
Spread Footings Approx. Max. Col. Load ________ Kips
Wall Footings Approx. Max. Wall Load ________ K/ft.
Foundation Walls Grade Beams
Rolled Edge Slab Combined Footings (See Item 2. below)
Piles Underpinning (See Item 2. below)
d. Other:
Pre-Engineered Building: Yes ______ No ______
Basement and/or Crawl Space Elevation: _______________ MSL
Finished Floor Elevation: _______________ MSL
FOUNDATION DATA
SAS FL 363 Page 2
2. Specific information and details pertinent to the foundation analysis are attached to this form.
3. Attached is one reproducible copy (Sepia or Cronaflex) of the detail site plan and a plan showing the location of columns and walls. (If the maximum column load exceeds 100 Kips or the maximum wall load exceeds 3 K/ft., the individual load, dead and live, for each footing shall be provided on the location plan of columns and walls.)
4. Boring locations will be determined by Savannah District personnel.
AE Representative Date
ACTIVITY HAZARD ANALYSIS
1. Phase of Construction
2. Location 3. Contract No. 4. Project
5. Prime Contractor 6. Date of Preparatory 7. Estimated Start Date
Potential Safety Hazard Procedure to Control Hazard
8. Contractor=s Representative (signature)
9.
SAS Form 9 1 Jan 82
REPORTING OF SAFETY MEETING _________________________________________
(INSTALLATION, FIELD OFFICE, JOB, ETC.)
THRU EN
CD
OP
RE
TO SO
FROM:
DATE: _____________________________ TIME: _________________ (A.M./P.M.)
NO. EMPLOYEES PRESENT _____________ DURATION: _________________________
Old Business: (Review report of last meeting. Follow up on action taken or anticipated to correct any safety deficiencies brought up at last meeting. Discuss any unfinished business.)
New Business: (Discuss any unsafe acts or conditions observed since last safety meeting and any mishaps or injuries which occurred during the week.)
Safety Presentation: (Safety talk, movie, or slide presentation on subject that is relevant to operation at hand.)
DATE AND TIME OF NEXT MEETING
(Signature and Title)
SAD FL 198, 1 APR 80
# OF
UNITS
UNIT
AREAS
MIN
UNIT
TOTAL
HRS
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
PRICE
COST
UNIT
WT
TOTAL
WT
TOTAL THIS SHEET
DA Form 5418-R
MATERIAL
TASK DESCRIPTION TOTAL
SHIPPING
COST ESTIMATE ANALYSIS
PROJECT
LOCATION
INVITATION/CONTRACTOR
CODE (Check one) ____A ____B ____C ____Other _________________
EFFFECTIVE PRICING DATE
QUANTITY LABOR EQUIPMENT
DRAWING NO.
ESTIMATOR
DATE PREPARED
SHEET OF SHEETS
CHECKED BY
1354 CHECKLIST for Project Closeout
PROJECT NUMBER: ______________________
BUILDING NUMBER: _____________________
DESCRIPTION OF PROJECT: ____________________________________________________________________ Describe description of work; i.e., New Construction, Addition, Modification, Renovation, etc…
DRAWING NUMBER : ______________________________
TOTAL COST OF BUILDING: _______________________ (Cost of building only, sometimes does not include the cost of systems or plants. Costs of installed equipment such as water coolers, urinals, etc. is included in the cost of the building) DEMOLITION COSTS: _____________________________ (if any)
ACTUAL PROJECT COMPLETION DATE: ____________________
CECMC PROJECT CLOSEOUT DATE: _______________________
CATEGORY CODES NOMENCLATURE TOTAL COST TOTAL SF
NOTE: Main Line Item Category Codes (A or B) may need clarification or approval sometimes by Real Property if there is a question as to the best definition of a facilities actual use. The CECB Programmer should be inputting the Main Category code prior to initiating an AFF 1391.
NUMBER OF FLOORS: _____________________________
OUTSIDE DIMENSIONS: (from outside wall to outside wall) _____________________________
Main building SF __________________________________________________
Wings SF __________________________________________________
Offsets SF __________________________________________________
CONSTRUCTION MATERIAL:
Foundations (such as concrete) TYPE _________________________________________
Floors (such as wood, concrete) TYPE _________________________________________
Walls (such as wood siding) TYPE _________________________________________
Roof (such as built-up, shingle) TYPE _________________________________________
UTILITIES ENTERING BUILDING from STREET:
Water Line (size of pipe ex: 1½”, 2”, 3 ½ ) SIZE___________________ LF __________________
Gas Line (size of pipe) SIZE___________________ LF __________________
Sewer Line (size of pipe) SIZE___________________ LF __________________ Electrical Service (phase, # wires, voltage, amperage capacity) SIZE___________________ LF __________________
PLANT SYTEMS - AIR CONDITIONING
Category Code Nomenclature Unit of
Measure Amount Cost Description
890-126 A/C Window Units
TN _______ _______ __________________________
SF _______ _______ __________________________
890-125 A/C System less than 5 Ton
TN _______ _______ __________________________
SF _______ _______ __________________________
890-121 A/C System 5 to 25 ton TN _______ _______ __________________________
826-122 A/C System (Plant) 25 to 100 ton TN _______ _______ __________________________
826-123 A/C System (Plant) Over 100 ton TN _______ _______ __________________________
826-234 A/C System from Central Plant TN _______ _______ __________________________ NOTE: Choose, which ever best applies. Include actual tonnage for each unit separately.
PLANT SYTEMS - HEATING
Category Code Nomenclature Unit of
Measure Amount Cost Description
821-113 Heating from a Central Plant MB _______ _______ __________________________ 821-115 Heating Plant 750-500 M Btu MB _______ _______ __________________________ 821-116 Heating Plant Over 3500 M Btu MB _______ _______ __________________________
NOTE: Heating Plants under 750 MB don’t need to be broken out as a plant on the DD Form 1354, but do need to be annotated on the Real Property Installed Equipment (RPIE) list. Related equipment such as boilers, hot water pumps, fans, etc., should be reflected in the cost for the plant on the DD Form 1354. See the last page for definition of RPIE and a short listing of RPIE items (not all-inclusive).
ELECTRICAL SYSTEMS:
135-583 Telephone Duct Facility LF _______ _______ __________________________ 135-586 Telephone Pole LF _______ _______ __________________________
811-147 Emergency Electric Power Generation Plant kW _______ _______ __________________________
GA _______ _______ __________________________
Type
FUEL
812-223 Primary Overhead Electrical Distribution Line LF _______ _______ __________________________
Transformers KVA _______ _______ __________________________ Power Poles LF _______ _______ __________________________
812-224 Secondary Overhead Electrical Distribution Line
LF _______ _______ __________________________
812-225 Primary Underground Electrical Distribution Line
LF _______ _______ __________________________
812-226 Secondary Underground Electrical Distribution Line
LF _______ _______ __________________________
812-926 Exterior Area Lighting (Street, Parking Area, Safety and Security Lighting) list type, mercury vapor, metal halide, high pressure, low pressure
EA _______ _______ __________________________
812-928 Traffic Lights EA _______ _______ __________________________ 890-181 Utility Line Duct LF 890-187 Utility Vault - Four or More
Transformers
SF _______ _______ __________________________
FIRE PROTECTION:
Code Nomenclature Unit of Measure Amount Cost Description
843-314 Fire Protection Water Main LF 843-315 Fire Hydrants EA _______ _______ __________________________
880-211 Closed Head Automatic Sprinklers SF _______ _______ __________________________
HD _______ _______ __________________________
880-212 Open Head Deluge System (normally found only in aircraft hangers)
SF _______ _______ __________________________
HD _______ _______ __________________________
880-221
Automatic Fire Detection System (fire alarm control panels with associated equip - strobes, lights, bells, heat detectors and pull boxes)
SF _______ _______ __________________________
EA _______ _______ __________________________
880-222 Manual Fire Alarm System - pull boxes only EA _______ _______ __________________________
880-231 CO2 Fire Suppression System EA _______ _______ __________________________ 880-232 Foam Fire Suppression System EA _______ _______ __________________________
880-234 Halon 1301 Fire Suppression System EA _______ _______ __________________________
880-233 Other Fire System EA _______ _______ __________________________ Choose whichever applies.
SECURITY:
Category Code Nomenclature Unit of
Measure Amount Cost Description
872-841 Security Alarm System EA _______ _______ __________________________ 872-247 Fence Security/Vehicle Barriers LF/LM _______ _______ __________________________ 872-248 Fence Interior LF/LM _______ _______ __________________________ 872-845 Security Alarm System EA _______ _______ __________________________
FACILITY INFRASTRUCTURE:
Code Nomenclature Unit of
Measure Amount Cost Description
824-464 Gas Lines (piping) list size and type (plastic, steel) in description block
LF _______ _______ __________________________
831-169 Sewage Septic Tank - tank size KG _______ _______ __________________________
832-266 Sanitary Sewer - list size line and type material LF _______ _______ __________________________
842-245 Water Distribution Mains - list size and type LF _______ _______ __________________________
851-143 Curbs & Gutters LF _______ _______ __________________________
851-145 Driveway - list type, Asphalt, Concrete, Gravel SY _______ _______ __________________________
851-147 Road - list type, Asphalt, Concrete, Gravel
SY _______ _______ __________________________
LF _______ _______ __________________________
852-261 Vehicle Parking, Operations SY _______ _______ __________________________ 852-262 Vehicle Parking, Non-Org SY _______ _______ __________________________
852-289 Sidewalk - list thickness and type of material SY _______ _______ __________________________
871-183 Storm Drain LF _______ _______ __________________________ 872-245 Fence, Boundary LF _______ _______ __________________________ 872-247 Fence, Security LF _______ _______ __________________________ 872-248 Fence, Interior LF _______ _______ __________________________ 890-269 Cathodic Protection System EA _______ _______ __________________________
NOTE: Generally, this 1354 Checklist for Category Codes to identify a Facility Infrastructure will suffice without have to reference the entire AF Category Codebook. However sometimes you will have to consult the AF Category Codebook or Real Property office for assistance.
ITEMS OFTEN FOUND IN SPECIALIZED FACILITIES
(Special Purpose)
INDUSTRIAL SHOP AREAS:
Code Item UM Amount Cost Description
RPIE Air Compressors HP _______ __________________________ RPIE Hoists, Cranes-Fixed TN _______ __________________________ RPIE Hydraulic Lifts TN _______ __________________________ RPIE Emergency Shower EA _______ __________________________
? Fixed Spray Paint Booth SF _______ __________________________ 890-158 Loading and Unloading Platform SF _______ _______ __________________________ 832-255 Industrial Waste Main LF _______ _______ __________________________ 890-144 Compressed Air Distribution LF _______ _______ __________________________
NOTE: Identify RPIE. Size, Amount or unit of measure (there is No Category Code for RPIE items).
CHAPEL:
Category Code Item UM Amount Description
RPIE Pews EA _______ __________________________ RPIE Altars EA _______ __________________________ RPIE Lecterns EA _______ __________________________ RPIE Pulpit EA _______ __________________________
THEATER:
Code Item UM Amount Description
RPIE Theater Seats Secured to Floor EA _______ __________________________
RPIE Stage and Auditorium Curtains EA _______ __________________________
BILLETING /TLF/VOQ:
Code Item UM Amount Description
RPIE Built-in Household Dishwasher EA _______ __________________________ RPIE Garbage Disposal EA _______ __________________________ RPIE Range Hood with Exhaust Fan EA _______ __________________________ RPIE Water Softener (house hold type) EA _______ __________________________
MWR FACILITIES:
Code Item UM Amount Description
RPIE Dishwashers (built-in) EA _______ __________________________ RPIE Walk-in Refrigerators (built-in) EA _______ __________________________ RPIE Garbage Disposal Unit EA _______ __________________________ RPIE Range Hood with Exhaust Fan EA _______ __________________________ RPIE PA Systems (built-in) EA _______ __________________________ RPIE Vault (built-in) EA _______ __________________________ RPIE Stage and Auditorium Curtains EA _______ __________________________
RPIE Playground Equipment (permanently affixed) EA _______ __________________________
RPIE Bowling Alley Lanes, Approaches, Ball Returns EA _______ __________________________
890-158 Loading and Unloading Platform SF _______ _______ __________________________
Post Office:
Category Code Item UM Amount Description
RPIE Post Office Lock Boxes EA _______ __________________________
ADDITION or ALTERATION to a FACILITY:
Item Yes No
a. Outside dimensions of addition _______ _______
b. Foundation _______ _______
c. Floors _______ _______
d. Walls _______ _______
e. Roof _______ _______
f. Utility plants or systems added, replaced, or removed _______ _______
g. Real property installed equipment removed, added, or replaced
h. Demolition costs _______ _______
i. Addition or deletion of related facilities _______ _______
j. Addition or deletion of porches, sheds, balconies, mezzanines, etc.
k. Real property installed equipment (RPIE) removed, installed, or replaced with a larger or smaller unit
NOTE: Whenever a project calls for an Addition to an Existing Building or Facility. Use the 1354 checklist above paying close attention to f, g, h, and k.
REAL PROPERTY INSTALLED EQUIPMENT: are those items of government-owned or leased accessory equipment apparatus and fixtures that are essential to the function of the real property and are permanently attached to, integrated into or are on government owned or leased property.
NOTE: RPIE cannot be on an organizational account known as the TA (Table of Allowance) for it to be a RPIE item i.e., an authorized dishwasher (clipper) in the Dinning Facility should be on their organizational Table of Allowances and cannot be a RIPIE item. However a dishwasher in the housing area, or billeting is definitely a RPIE item. The difference is the Dinning Facility is authorized a dishwasher on their TA therefore it cannot be RIPIE.
Item UM/Size Amount Description Commode Dehumidifiers Elevators Evaporative Coolers CFM Exhaust Fan Forced Air Heating Heating Plant Under 750 MB MB Hot Water Heater GAL Lavatory Other Heating Refrigerated Drinking Fountain Theater-type Seats Secured to Floor
Urinal Utility Sink
Examples of NON-RPIE Items:
Note: Not All-Inclusive
Air Dryers/Compressors supporting communication lines Portable Buildings, Air Conditioners, Water Chillers Bicycle Storage Lockers/Metal Lockers (removable) Projection Screens Compressed Natural Gas Dispensing Systems Sawdust Collectors Emergency Power Systems (EPS) Stationary Acetylene Generators HEMP/TEMPEST shielding equipment Systems Furniture Ice-Making Machines Venetian Blinds Intercom Equipment Walk-In Coolers (if free standing) Prewired Workstations Window Shades Power Conditioning Continuation Interfacing Equipment (PCCIE) – this includes Uninterrupible Power Supply
(UPS)
Compressed Air System and Water Cooling/Recycling System
Public Address System Satellite Cable Television Antennas
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A. TOTAL LOAD
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12. Lift is % of the Crane's rated capacity
13. If Jib/Ext. is to be used:
Length ft.
Offset ft.
14. Rated Capacity of…
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