Attachment3-SOW-W912C322R0005-ReplaceChillerB376-20220630.pdf

Computer Room Air Conditioner Replacement at Bldg. 376 NEC

Section 00800 - Special Contract Requirements

STATEMENT OF WORK

Computer Room Air Conditioner Replacement Bldg. 376 (NEC) at Fort Buchanan Puerto Rico

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

Section 00 01 15 List of Drawings Section 01 11 00 Summary of Work Section 01 30 00 Administrative Requirements Section 01 32 16.00 20 Small Project Construction Progress Section 01 33 00 Submittal Procedures Section 01 35 26 Governmental Safety Requirements Section 01 42 00 Sources for Reference Publications Section 01 45 00.00 10 Quality Control Section 01 45 01 Contractor Quality Control Section 01 50 00 Temporary Construction Facilities Section 01 57 19 Temporary Environmental Controls Section 01 58 00 Project Identification Section 01 74 19 Construction Waste Management Section 01 78 00 Closeout Submittals Section 01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

Section 02 41 00 Demolition

DIVISION 03 – CONCRETE

Section 03 30 53 Miscellaneous Cast in Place Concrete

DIVISION 04 – MASONRY

Section 04 20 00 Unit Masonry

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

Section 07 92 00 Joint Sealants

DIVISION 09 - FINISHES

Section 09 51 00 Acoustical Ceilings Section 09 90 00 Paints And Coatings

DIVISION 23 – HEATING, VENTILATION AND AIR CONDITIONING

Section 23 00 00 Air Supply, Distribution, Ventilation and Exhaust Systems

Section 23 03 00.00 20 Basic Mechanical Materials and Methods Section 23 05 15 Common Piping for HVAC

Section 23 05 48.00 40 Vibration and Seismic Controls for HVAC Piping and Equipment

Section 23 05 93 Testing, Adjusting and Balancing for HVAC Section 23 07 00 Thermal Insulation for Mechanical Systems Section 23 08 01.00 20 Testing Industrial Ventilation Systems Section 23 09 53.00 20 Space Temperature Control Systems

Section 23 23 00 Refrigerant Piping Section 23 31 13.00 40 Metal Ducts

Section 23 81 23 Computer Room Air conditioning Units

DIVISION 26 – ELECTRICAL

Section 26 05 00.00 40 Common Work Results For Electrical.

Section 26 05 71.00 40 Low Voltage Overcurrent Protective Devices.

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 00 01 15 – LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This document lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps & Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET NO. DRAWING NO. TITLE

1 T-1 Title Sheet, Location, Site Maps and Index of Drawings

2 M-1 FLOOR PLAN

3 M-2 MAIN ROOM MECHANICAL WORKS

4 M-3 SERVER ROOM MECHANICAL WORKS

M-4

MECHANICAL DETAILS

E-1

ELECTRICAL DEMOLITION WORKS

E-2

ELECTRICAL NEW WORKS

E-3

ELECTRICAL GENERAL INFORMATION

1.3 REFERENCE DRAWINGS

The reference drawings are intended only to show the existing site condition.

The drawings are not to scale, please review dimensions incorporated in the drawings for this project. Drawings are property of the Government and shall not be used for any purpose other than that intended by the contract.

Information on procuring these drawings may be obtained from the Contracting Officer. Half or full size drawings may be inspected during regular working hours at the Engineering Division Office, Directorate of Public Works, Building #34, Fort Buchanan, PR.

* * * END OF SECTION * * *

SECTION 01 11 00 – SUMMARY OF WORK

08/15

1.1 SUBMITTALS

Government approval is required for submittals in accordance with Section 01 33

00 SUBITTAL PROCEDURES.

PART 1- Project Description

WORK TO BE DONE

Provide labor, equipment, materials, insurances, supervision, incidentals and all necessary to perform the “Computer Room Air Conditioning Replacement at Building 376, Fort Buchanan, PR”.

Prospective Bidders

All prospective bidders are highly encouraged to visit project site and familiarize with all conditions that might affect the work or cost thereof. On this visit, the contractor will verify quantities, dimensions, details and notify in writing any omitted data or discrepancy with the drawings or scope of work.

Location

The work is located in Patriot Blvd. Road, Building 376 at Fort Buchanan, P.R. as shown on drawings.

OCCUPANCY OF PREMISES

Building will be occupied during performance of work under this Contract.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.2 REQUIRED WORK

All Architectural, Civil, Structural, Plumbing, Mechanical and Electrical trades shall be performed in accordance with all applicable Technical Organizations and Regulatory Agencies listed in Paragraph 1.4. Work shall also comply with US Army Corps Of Engineers, Department of the Army, Environmental Protection Agency and PR Environmental Quality Board Standards and Regulations. The required work is in general described as follows:

1.2.1 Administrative

Safety and Environmental Works shall be performed in accordance with this SECTION 01 11 00, STATEMENT OF WORK and DIVISION 01, GENERAL REQUIREMENTS indicated in the TABLE OF CONTENTS: SECTION 00 01 15, LIST OF DRAWINGS;

SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS; SECTION 01 32 16.00 20, SMALL

PROJECT CONSTRUCTION PROGRESS SCHEDULES; SECTION 01 33 00, SUBMITTAL

PROCEDURES; SECTION 01 35 26, GOVERNMENTAL SAFETY REQUIREMENTS; SECTION 01

42 00, SOURCES FOR REFERENCE PUBLICATIONS; SECTION 01 45 00.00 10, QUALITY

CONTROL; SECTION 01 50 00, TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS;

SECTION 01 58 00, PROJECT IDENTIFICATION; SECTION 01 74 19, CONSTRUCTION

WASTE MANAGEMENT; SECTION 01 78 00, CLOSEOUT PROCEDURES; SECTION 01 78 23,

OPERATION AND MAINTENANCE DATA.

1.2.2 DEMOLITION WORKS

Prior to the Demolition of the Main Room Computer Room Air Conditioning Units (CRAC), shall maintain temperature condition between 68 to 71°F at the spaces with a 20ton Rental System as indicate on drawings M102.

Contractor shall perform selective demolition, disposal and recycling works indicated in related specifications sections and drawing D-1 in accordance with attached Specifications in DIVISION 02, EXISTING CONDITIONS and indicated in the TABLE OF CONTENTS: SECTION 02 41 00, DEMOLITION.

The Contractor shall perform the following as indicated on drawings:

1.2.2.1 CIVIL DEMOLITION WORKS:

1.2.2.1.1 Contractor Shall Coordinate with the COR for

Corresponding Building Safety Issue.

1.2.2.1.2 Remove and dispose existing Main Room Hollow double Metal Door including Frame and Hardware as indicate on Drawing Sheet M102.

1.2.2.1.3 Contractor shall install ¾” PVC panels inside and outside the temporary opening with 2” x 6” wood reinforcement. Seal the expansion joints of the PVC with silicone material.

1.2.2.1.4 Contractor shall install 5/8 plycem cement board at unit rental double metal door opening after PVC Panels are installed.

1.2.2.1.5 Remove and dispose Mechanical Room Hollow double Metal Door including Frame and Hardware as indicate on Drawing Sheet M102.

1.2.2.1.6 Remove and dispose Server Room and Main Room Hollow double Metal Door including Frame and Hardware as indicate on Drawing Sheet M103.

1.2.2.1.7 Contractor shall ensure that during demolition phase any debris shall be controlled, remove, and cleaned to avoid any damage to sever cabinets, computer among others that will be operational at all times.

1.2.2.2 MECHANICAL DEMOLITION WORKS:

1.2.2.2.1 Remove and Dispose existing Computer Room Air

Conditioning system, including Condenser units, Drainage Pipes, Electrical and Plumbing connection and their Accessories.

1.2.2.2.2 Remove and Dispose, A/C metal and flexible ducts in the mechanical room. Capping the remaining ducts to avoid debris on the system.

1.2.2.2.3 Remove and Dispose existing Server Room Air Conditioning system, including Condenser units, Drainage Pipes, Electrical and Plumbing connection and their Accessories.

1.2.2.2.4 Contractor shall remove and dispose the Computer Room and Server Room Air Conditioning drainage pipes.

1.2.2.2.5 Recycle all possible materials and refrigerant. Provide evidence of materials disposed and refrigerant recycled.

1.2.2.3 ELECTRICAL DEMOLITION WORKS:

1.2.2.3.1 Remove and dispose exterior disconnect switches 30 amps, 3 phase for CRAC CU #2 , #4 and #5.

1.2.2.3.2 Remove and dispose exterior disconnect switches 60 amps, 3 phase for CRAC CU #1 and # 2.

1.2.2.3.3 Remove and dispose 30 amps molded case breaker located on panel L1 CKTS 20, 22 & 24 for CRAC CU #3 , #4 and # 5 disconnect switches.

1.2.2.3.4 Remove and dispose 400 amps molded case breaker located on panel MDP for CRAC CU #1 & #2 Disconnect switches.

1.2.2.3.5 Temporary remove and retain fire suppression systems modules to CRAC units connections. To be reconnected to new CRAC units on Installation requirements. All fire system related shall be coordinated with installation fire systems maintenance contractor, ARA security through the this project’s COR.

1.2.2.3.6 Temporary remove and record connection from UPS junction boxes to CRAC units. To be reconnected to new CRAC units in the installation requirements. CRAC units are programmed so when there is an utility power outage the CRAC units shut down bypassing the UPS. HVAC system only works with generator or utility power.

1.2.2.3.7 Remove and dispose CRAC #1 & #2 Molded case 175 amps circuit breakers at MDP. One of these breakers space shall be used for temporary a/c unit. Rented A/c Shall have a safety switch with OCPD and flex welding super service conductors rated for such unit for electrical protection; This power connection must be done before removing unit that is not operating and scheduled for removal. One new CRAC unit must be functioning and the second one must be ready to be connected before removing temporary power connection and connecting new unit to circuit space used by this temporary unit.

1.2.2.3.8 Remove and dispose CRAC #3, #4 & # 5 Molded Case 100 amps circuit breaker at MDP.

1.2.2.3.9 Remove and dispose 2 sets of 3 - # 3 / 0 and 1 - #8 Ground, THHN, 600 volts, from MDP to Wire box. One of the cable sets is spliced with a split bolt, to each 60 amps CRACS CU #1 and CU # 2 disconnect switches. The other set of cables ends in the wireway.

1.2.2.3.10 Remove and dispose cable AWG # 1 / 0 and # 8 Ground from CRAC #1 and # 2.

1.2.2.3.11 Remove and dispose cable AWG # 2 and # 8 Ground from CRAC #3 , #4 and #5. Cut Remove and dispose part of one of the three conduits in order to arrive at the new location of CRAC # 3. As Shown in Sheet E-102.

1.2.2.3.12 Remove and dispose wire AWG # 6 and # 10 Ground from 60 amps disconnect switches providing power to CRAC CU #1 and #2.

1.2.2.3.13 Remove and dispose wire AWG # 6 and # 10 Ground from 30 amps disconnect switches providing power to CRAC CU #3, #4 and #5.

Remove and dispose wire AWG #6 and #10 Ground from 30 Amps Disconnects to MDP.

1.2.2.3.14 Remove and dispose plastic slots / Breaker cover to habilitate 6 spaces for circuits on panel GP.

1.2.2.3.15 Remove and store emergency lighting fixture on interior wall beside exit door.

1.2.3 NEW WORKS

Work shall include, but not limited to:

1.2.3.1 CIVIL NEW WORKS:

Contractor shall perform all works indicated in accordance with:

a. Attached specifications in DIVISION 03, CONCRETE and indicated in the

TABLE OF CONTENTS: SECTION 03 30 53, MISCELLANEOUS CAST IN PLACE

CONCRETE.

b. Attached specifications in DIVISION 04, MASONRY and indicated in the

TABLE OF CONTENTS: SECTION 04 20 00, UNIT MASONRY.

1.2.3.1.1 Contractor shall install a new galvanized metal frame gauge 18 and new Hollow Metal Flush double Doors gauge 16 on Mechanical Room as indicate on Sheet M102. Supply and install level cylindrical lock similar or equal to YALE 5400LN Series, Install doors with 3 pair of 4.5” ball Bering hinges equal or similar to HAGER BB1168, Install door bumper threshold similar or equal to National Guard model# 950V-4, Install pair pf manual flush bolts similar or equal to Deltana flush door security bolt model #7FBZ15 and Commercial Door closer similar or equal to LYNN DC9016 on active door only.

1.2.3.1.2 Contractor shall install a new galvanized metal frame gauge 18 and new Hollow Metal Flush double Doors gauge 16 on Main Room and Server Room as indicate on Sheets M102 & M103. Supply and install surface vertical rod panic exit devise similar or equal to CRL Model DL750SV on each door. Install doors with 3 pair of 4.5” ball Bering hinges equal or similar to HAGER BB1168, Install door bumper threshold similar or equal to National Guard model# 950V-4, Install Commercial Door closer similar or equal to LYNN DC9016 on active door only.

1.2.3.1.3 Perform minimal repair work on the wall for the duct connection.

1.2.3.1.4 Contractor shall pressure wash Mechanical Room interior.

1.2.3.1.5 Contractor shall Paint (2 coats latex semi-gloss) the mechanical room interior walls and roof using equal or similar to Sherwin-Williams 2869, BM 869 OXFORD WHITE color.

1.2.3.1.6 Contractor Shall paint all frame and doors with one coat galvanized metal primer and two coats of SHERWIN-WILLIAMS 2869, 6474 RAGING SEA green color.

1.2.3.2 MECHANICAL NEW WORKS:

Contractor shall perform all works indicated on drawings in accordance with:

a. Attached specifications in DIVISION 23 HEATING, VENTILATING AND AIR CONDITIONING and indicated in the TABLE OF CONTENTS: SECTION 23 00 00, AIR SUPPLY, DISTRIBUTION, VENTILATION AND EXHAUST SYSTEMS; SECTION 23 03

00.00 20, BASIC MECHANICAL MATERIALS AND METHODS; SECTION 23 05 15, COMMON

PIPING for HVAC; SECTION 23 05 48.00 00, VIBRATION AND SEISMIC CONTROLS for HVAC PIPING; SECTION 23 05 93, TESTING, ADJUSTING AND BALANCING for HVAC; SECTION 23 07 00, THERMAL INSULATION for MECHANICAL SYSTEMS; SECTION

23 08 01.00 20, TESTING INDUSTRIAL VENTILATION SYSTEMS;, INDUSTRIAL

VENTILATION AND EXHAUST; SECTION 23 37 13, DIFFUSERS, REGISTERS AND

GRILLES. All existing air conditioning systems shall be removed and disposed out of Fort Buchanan properly. All new Air Conditioning Equipment shall labeled ENERGY STAR and comply with a minimum EER = 12 and SEER = 17.

1.2.3.2.1 Replace Computer Room Air Conditioning and Controls Systems for Building 376 as indicated on drawings (M102, M103).

The Firm Fixed Price Contract type shall include the existing Building’s mechanical, ventilating and air conditioning system for continual utilization of the existing facility and same use in support of the mission of the U.S Army. The work is as described herein. The area included on this project consist of approximately 3772 enclosed square feet of cooled in the Main Room area and 1330 enclosed square feet for the Server Room.

1.2.3.2.2 Work shall include complete construction, all materials, labor, supervision, services, equipment and tools required to replace the HVAC system, ventilation system and modify mechanical systems for the following construction:

Main Room

1.2.3.2.3 Install temporary 25ton COMPUTER ROOM AIR CONDITIONINING as indicate on drawing M102 & E102.

1.2.3.2.4 Contractor shall clean and sanitize the existing remained supply duct as indicate on drawing M102.

1.2.3.2.5 Install in the mechanical room two (2) new computer room air conditioning (CRAC) system with cooling capacity of 57 tons, including refrigerant pipes, smoke detectors, display thermostats, closed cell insulation, drainage, and accessories, as indicated in drawings.

1.2.3.2.6 The new AC Computer Room system must have an integrated monitoring system in which humidity and temperature can be observed among other components included by the manufacturer. The control system interface must meet DDC Hardware requirements of BACNET

DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING CONTROL SYSTEMS.

The controls must also have the capacity to be programmed for CRAC 1 and CRAC 2 to work in alternate periods.

1.2.3.2.7 Contractor shall provide new PVC SCH. 40 for the

corresponding Computer Room Air Conditioning drainage.

1.2.3.2.8 Contractor shall install control systems and sensors capable to read temperatures and humidity by zones as indicate on drawing M102.

1.2.3.2.9 Install new refrigerant pipe work for all new systems.

Install carbon steel hanger rods continuous thread in compliance with typical industry codes and standard.

1.2.3.2.10 Install new closed cell insulation two inches thick for interior and exterior refrigerant pipe for all new systems. Also install aluminum jacket pipe insulation for all exterior refrigerant pipes.

1.2.3.2.11 The new piping system and mechanical components shall be labeled, stenciled, and identified properly.

Server Room

1.2.3.2.12 Contractor Install in the Server Room Area Three (3) new computer room air conditioning (CRAC) system with cooling capacity of 38 tons, including refrigerant pipes, smoke detectors, display thermostats, closed cell insulation, drainage, and accessories, as indicated in drawings.

1.2.3.2.13 The new AC Computer Room system at the Server Room must have an integrated monitoring system in which humidity and temperature can be observed among other components included by the manufacturer. The control system interface must meet DDC Hardware requirements of BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS. The controls must also have the capacity to be programmed for CRAC 1 and CRAC 2 work in parallel while CRAC 3 remains on backup and then the cycle is alternated on the basis of the hours of on-time.

1.2.3.2.14 Contractor shall provide new PVC SCH. 40 for the

corresponding Server Room Air Conditioning drainage.

1.2.3.2.15 Contractor shall perform a balancing tests for ALL new AC Computer Room system and provide a final certification and reports of the work performed by a technical professional as previous established in federal and local codes and standards.

1.2.3.2.16 Install new refrigerant pipe work for all new systems.

Install carbon steel hanger rods continuous thread in compliance with typical industry codes and standard.

1.2.3.2.17 Install new closed cell insulation two inches thick for interior and exterior refrigerant pipe for all new systems. Also install aluminum jacket pipe insulation for all exterior refrigerant pipes.

1.2.3.2.18 Install new drainage piping for all new AC Computer Room system.

1.2.3.2.19 The new piping system and mechanical components shall be labeled, stenciled, and identified properly.

1.2.3.2.20 Contractor shall provide to the Government for review and approval the installation shop drawings associated to mechanical/ventilation material, equipment and components.

Contractor shall provide at least a minimum of 90% of the “As built” drawings two weeks prior to the Final Inspection.

1.2.3.2.21 All work shall be in accordance with (IAW) the most current edition in effect at the time of the notice to proceed of the project of all applicable codes and standards including but not limited to:

I. The International Building Code II. National Electrical Code III. National Fire Protection Agency requirements IV. Installation Design Guide.

V. HVAC Code VI. Unified Facility Criteria

1.2.3.2.22 Implied specifications: When specifications are not furnished the standards of work shall be IAW Unified Facility Criteria (UFC) and Industry Standards and Unified Facilities Guide Specifications (UFGS).

1.2.3.2.23 Preparation: Contractor shall be responsible for

field/site visit to obtain and verify measurements, site conditions and to determine correct dimensions and structural support requirements IAW accepted local, state and federal building practices. All drawings provided to the contractor are for reference/information only. Contractor shall provide any/all deviations to accepted local, state and federal building practices/codes to the attention of the Construction Inspector and Contracting Officer Representative for review/consideration by the Government.

1.2.3.3 ELECTRICAL NEW WORKS:

Contractor shall perform selected Demolition, Disposal and new Electrical Work indicated at this SOW and related drawings in accordance with the Technical Specifications. The mentioned works shall be completed in accordance with the specifications on DIVISION 26-ELECTRICAL, which includes SECTION 26 05 00.00 40, COMMON WORK RESULTS FOR ELECTRICAL and SECTION 26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES as follows:

1.2.3.3.1 Provide all labor, equipment and material to replace existing power system including the electrical wiring and conduits required, including any incidental related work, as indicated on drawings. Works will be required only in the designated area of the building and not in the complete building (see drawings for reference).

1.2.3.3.2 All work shall be Performed by licensed qualified

electricians and in compliance with the National Fire Protection Association (NFPA) National Electrical Code NFPA-70 latest edition, Life Safety Code NFPA 101, American Disability Act (ADA), Illuminating Engineering Society of North America (IESNA), US Army Corps of Engineers (USACE) TI-800-1 National Electrical Manufacturers Association (NEMA), Puerto Rico Electric Power Authority (PREPA) and the U.S. Environmental Protection Agency

(EPA).

1.2.3.3.3 Furnish and install two new 200 amps 3 poles molded case circuit breakers for new CRAC units 1 & 2.

1.2.3.3.4 Furnish and install three new 150 amps 3 poles molded case circuit breakers for new CRAC units 3, 4 & 5.

1.2.3.3.5 Furnish and install five new 20 amps 3 poles breakers for each exterior disconnect switch. Two of these breakers will be on panel L1-A, one on panel L1 and two on panel GP.

1.2.3.3.6 Furnish and install five new three phase, 600 V, 30 amps, NEMA 4x disconnect switches for new condensing units fan circuits, located outdoors.

1.2.3.3.7 Furnish and install new AWG # 1 / 0 and # 6 Ground, THHN/THWN – 2 for new CRAC units 1 and 2.

1.2.3.3.8 Furnish and install new AWG # 2 and # 8 Ground, THHN/THWN–2 for new CRAC units 3, 4 and 5.

1.2.3.3.9 Furnish and install new AWG # 12 and # 12 Ground, THHN/THWN – 2 for new disconnect switches circuits all e ay to the panel on which their breakers are connected.

1.2.3.3.10 Furnish and install new 1” EMT conduits for CRAC 1 & 2 CU units up to L1-A.

1.2.3.3.11 Furnish and install new 2” EMT conduits for CRAC unit 3 up to MDP.

1.2.3.3.12 Furnish and install new 3 / 4” RGS conduits for exterior circuit runs related to disconnect switches circuits.

1.2.3.3.14 Furnish and install new 3 / 4” EMT conduits for interior circuit runs related to disconnect switches circuits.

1.2.3.3.15 Install stored emergency lighting fixture two feet higher of original location, above of CRAC 3. Use a 4 x 4 inches Junction box and 3 / 4” EMT conduit to extend circuit for this fixture.

1.2.3.3.16 Re-install fired models and UPS junction boxes to each new CRAC units. Re-arrange circuits for CRAC #3’s new location. Use system maintenance contractors for these items.

1.2.3.3.17 Furnish and install new 20’’ x 20’’ x 8’’ Junction Box for wire management activities for CRAC CUs #3, #4 and #5 Disconnect switches circuits.

1.2.3.3.18 Provide clear directory indicating circuit number of equipment or any other use in order to be identified with ease.

Hand written directories are not acceptable.

1.2.3.3.19 Utility Outages: Work shall be scheduled to hold power outages to a minimum. Power outages and connections required during the prosecution of work that affect existing systems shall be arranged for at the convenience of the Government and facility users and may be done out of regular work hours. Requests for utility outages and connections shall be made in writing to the Contracting Officer at least 30 calendar days in advance of the time required.

Each request shall state the facilities to be impacted, approximate duration of outage, and the nature of work involved. Power outages shall be arranged by Contractor for Monday thru Friday or for weekends at the convenience of Government and post facility users.

Utilities outages during a holiday are to be considered an exceptional event, under emergency condition or circumstances, that otherwise will result in a significant adverse impact to the contract.

1.2.3.3.20 Panelboard, disconnect switches and circuit breakers shall be clearly labeled with plastic labels, duly protected as per technical specifications.

1.2.3.3.21 Temporary Utilities: Contractor may use Government utilities (electricity and water) at the project site.

1.2.3.3.22 Perform insulation resistance test (Megger test) for each circuit run to MDP. The circuits to be tested are the following: Panel L1-A , L1 and GP circuits run to NEMA 4X disconnects and MDP circuit run to each CRAC unit.

1.3 BID SCHEDULE

1.3.1 Base Bid - See CLIN Section.

1.4 CODES AND STANDARDS

1.4.1 General

1.4.1.1 The project shall be constructed in accordance with the applicable codes, standards, design parameters or regulations noted in this section or other sections in the Statement of Work. In the event of conflict between codes, standards, or regulations, the most stringent requirement shall apply.

1.4.1.2 Reference to standard specifications of any technical society, organization, or association, or to codes, manuals or regulations of Federal, State, or local, authorities shall mean the latest standard, code, manual, regulation, specification, or tentative specification adopted and published at least 30 days prior to submittal of proposals, unless specifically stated otherwise.

1.4.1.3 The reference of any code or standard listed below to the “building official” or the authority having “jurisdiction” or “governmental authority” shall be interpreted to refer to the Contracting Officer as being the authority for code interpretation.

1.4.2. Basic Requirements

1.4.2.1 GENERAL: Construction shall be in accordance with the following codes, standards, and regulations. The most stringent shall govern when differences occur.

1.4.2.2 Building, Structural, Plumbing and Mechanical Codes: the latest edition of the Standard Building, Plumbing and Mechanical Codes and the Puerto Rico State Building, Plumbing and Mechanical Codes.

1.4.2.3 Electrical Codes: National Electrical Code, latest

edition, National Electrical Safety Code latest edition, NFPA and National Safety Code.

1.4.2.4 National Fire Protection Association Fire Codes, latest edition, and MIL.HANDBOOK 1008A, Fire Protection for Facilities.

1.4.2.5 Applicable OSHA Standards and Regulations.

1.4.2.6 Uniform Federal Accessibility Standards and ADA

Standards, whichever is stricter.

1.4.3 Structural

In addition to the general requirements stated above, any structural design and construction considered in this contract will meet the latest editions of the following codes, standards, and specifications:

1.4.3.1 The Aluminum Association, “Specifications for Aluminum

Structures”.

1.4.3.2 American Concrete Institute (ACI), “ACI-31B, Building Code Requirements for Reinforced Concrete”.

1.4.3.3 American Concrete Institute (ACt), “ACI-SSO, Building Code Requirements for Masonry Structures.

1.4.3.4 American Institute of Steel Construction (AISC), “Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings”.

1.4.3.5 American Iron and Steel Institute (AlSl), “Specifications of the Design of Cold-Formed Steel structural Members”.

1.4.3.6 American National Standards Institute (ANSI), “American Standard Building Code Requirements for Reinforced Masonry”.

1.4.3.7 American Welding Society (AWS), “Structural Welding Code”.

1.4.3.8 American Society of Civil Engineers (ASCE), ASCE-7, Minimum Design Loads for Buildings and Other Structures.

1.4.3.9 American Society for Testing Materials (ASTM) as noted.

1.4.3.10 Brick Institute of America (BIA), Recommended Building

Code Requirements for Engineered Brick Masonry”.

1.4.3.11 Metal Building Manufacturers Association (MBMA), “Low Rise Building Systems Manual”.

1.4.3.12 National Concrete Masonry Association (NCMA), “Specifications for the Design and Construction of Load Bearing Concrete Masonry”.

1.4.3.13 National Forest Products Association, “National Design

Specifications for Stress Grade Lumber and Its Fastenings”.

1.4.3.14 Steel Deck Institute (SDI), “Publication 25” and

“Diaphragm Design Manual”.

1.4.3.15 Steel Joist-Institute (SJI), ‘Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joists Girders”, 40th Edition.

1.4.4 Not Applicable

1.4.5 Plumbing and Mechanical

In addition to the general requirements stated above, plumbing and mechanical design will meet the latest editions of the following codes, standards, and specifications:

1.4.5.1 Exterior water lines shall meet AWWA specifications for the Service required. Domestic water lines, if plastic, shall bear the NSF seal.

1.4.5.2. All mechanical equipment provided, furnished and

installed shall be in compliance with local codes and ordinances and the applicable codes and standards of the National Sanitation Foundation (NSF), the American Gas Association (AGA), the Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE), the National Fire Protection Association (NFPA), the Underwriters Laboratories (UL) and the American Standard Plumbing Code.

1.4.5.3 Plumbing shall be designed and installed in accordance with the latest edition of the National Standard Plumbing Code.

1.4.5.4 The proposed sprinkler head replacement shall in compliance with the National Fire Protection Association (NEPA) standards.

1.4.6 Electrical

In addition to the general requirements stated above, electrical equipment shall conform to the requirements of the American Institute of Electrical Engineers, American Standards Association, National Electrical Manufacturers Associations and Underwriters Laboratories, Inc.

1.4.7 Fire Protection

Fire protection shall comply with the Standard Building Code (SBC), NFPA National Fire Codes especially NFPA SOlD (NFC) latest edition as of the date of the contract.

1.4.7.1 Fire Alarm System

Contractor shall connect the A/C machines with the Fire Alarm System.

Contractor shall coordinate with the COR for this project, no later than 14 days prior to the proposed start of fire alarm system works, an inspection for the existing building fire alarm system and shall include a certification as a fully operational system. Contractor shall be present at all times during the inspection of the fire alarm system with the Government and maintenance personnel. This inspection will validate the current condition of the fire alarm system that will be transferred to the contractor’s responsibility. Contractor shall receive the certificate of the fire alarm system inspection before performing works to the fire alarm system. Also, contractor shall certify the fire alarm system of the building after performing contracted works to the fire alarm system.

1.4.8 Technical Organizations and Regulatory Agencies

Throughout the Construction Industry including master specification guides developed by United States Army Corps of Engineers, Construction Specifications Institute and the American Institute of Architects, certain acronyms and/or abbreviations are used to refer to various technical and regulatory organizations which provide standards for their respective trade. The following acronyms and abbreviations are defined to mean the listed organization, and are provided for the Contractor’s convenience. Both names and addresses are subject to change, and are not guaranteed to be up-to-date. Where no other standard or specification is provided, the standards of these organizations apply to this contract unless otherwise specified.

Aluminum Association 818 Connecticut Avenue, NW Washington, D.C. 20006 202-862-6100

AAMA American Aluminum Manufacturers Association 35 East Wacker Drive Chicago, Illinois 60601 312-782-8256

AASHTO American Association of State highway and Transportation

Officials 444 North Capitol Street 9 Washington, D.C. 20001 202-624-5800

ACI American Concrete Institute Box 19150, Redford Street Detroit, Michigan 48219 313-523-2600

“Building Code Requirements for Reinforced Concrete”

AGA American Gas Association 1515 Wilson Boulevard Arlington, Virginia 22209 703-841-8400

AI Asphalt Institute Asphalt Institute Building College Park, Maryland 20740

AAN American Association of Nurserymen 1250 I Street, Suite 500 Washington, DC 20005 202-789-2900 “American Standard for Nursery Stock”

A.ATCC American Association of Textile Chemists and Colorist P.O. Box 12215

Research Triangle Park, NC 27709 919-549-8141

ACIL American Council of Independent Laboratories 1725 K. Street

Washington, DC 20006 202-659-3766

ACPA American Concrete Pipe Association

222W. Las Colinas Blvd. Suite 641 Irving, TX 75039-5423 972-506-7216 “Concrete Pipe Design Manual”

ACPPA Asbestos Cement Pipe Producers Association

ADC Air Diffusion Council 435 N. Michigan Avenue Chicago, IL 60611 312-527-5494

AGA American Gas Association 1515 Wilson Blvd.

Arlington, VA 22209 703-841-8400

AHAM Association of Home Appliance Manufacturers 20 N. Wacker Drive Chicago, IL 60606 312-984-5800

AIA American Institute of Architects 1735 New York Avenue, NW Washington, DC 20006 202-626-7300

AIA American Insurance Association 85 John St.

New York, NY 10036 212-433-4400

AISC American Institute of Steel Construction 400 N. Michigan Avenue Chicago, IL 60611 312-670-2400

“Specification for the Design, Fabrication and Erection of Structural Steel for Buildings’ and “Code of Standard Practice for Steel Buildings and Bridges.”

AISI American Iron and Steel Institute

1000 16th St., NW.

Washington, DC 20027 202-452-7100

AITC American Institute of Timber Construction 333W. Hampden Avenue

Englewood, Co 80110 303-761-3212

AMCA Air Movement and Control Association 30W. University Drive Arlington heights, IL 60004 312-394-0150

ANSI American National Standards Institute 1430 Broadway New York, NY 10018

APA American Plywood Association

P.O. Box 11700 Tacoma, WA 98411 206-565-6600

ARI Air Conditioning and Refrigeration Institute 1501 Wilson Blvd.

Arlington, VA 22209 706-524-8800

ASC Adhesive and Sealant Council 1500 Wilson Blvd.

Arlington, VA 22209 703-841-1112

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, VA 20191-4400 703-295-6000

ASHRAE American Society of Heating, Refrigeration & Air Conditioning Engineers

1791 Tullie Circle NE Atlanta, GA 30329 404-627-8400

ASLA American Society of Landscape Architects 1732 Connecticut Avenue, N.W.

Washington, DC 202-466-7730

ASME American Society of Mechanical Engineers 345 East 47th Street

New York, NY 10017 212-644-7722

ASPE American Society of Plumbing Engineers 15233 Ventura Blvd.

Sherman Oaks, CA 91403

ASSE American Society of Sanitary Engineers

P.O. Box 9712 Bay Village, OH 44140 216-835-3040

ASCE American Society of Civil Engineers 1801 Alexander Bell Drive Restin, Virginia 20191-4400 703-295-6000

ASTM American Society for Testing and Materials 1916 Race St.

Philadelphia, PA 19130 215-299-5400

AWI Architectural Woodwork Institute 2310 S. Walter Reed Dr.

Arlington, VA 22206 703-671-9100

AWPA American Wood-Preservers Association 7735 Old Georgetown Road Bethesda, MD 20014 301-652-2109

AWPB American Wood Preservers Bureau

225. Randolph Street

Arlington, VA 22206 703-931-8180

AWPI American Wood Preservers Institute 1945 Old Gallows Road #550 Vienna, VA 22182 703-893-4005

AWS American Welding Society 550 Leiune Road

Miami, FL 33135 05-642-7090

AWWA American Water Works Association 6666 Quincy Avenue Denver, CO 80235 303-794-7711

BHMA Builder’s hardware Manufacturers Association (c/n TGAM) 60 East 42nd Street, Room 1807

New York, NY 10017 212-682-8142

BIA Brick Institute of America 11490 Commerce Park Drive Reston, VA 703-620-0010 ‘Recommended Building Code Requirements for Engineered Brick Masonry’

CDA Copper Development Association 405 Lexington Avenue New York, NY 10017 212-953-7300

CISPI Cast Iron Soil Pipe Institute 1499 Chain Bridge Road McLean, VA 22101 703-827-9177

COE U.S. Army Corps of Engineers

475 Harrison Ave, Ste 202 Panama City, FL 32401 850-763-0717

CRSI Concrete Reinforcing Steel Institute 180 North LaSalle Street Chicago, IL 60601 312-372-5059

CS Commercial Standard of NBS (U.S. Dept. of Commerce) Government Printing Office

Washington, DC 20402

DEP Florida Department of Environmental Protection 160 Governmental Center

Pensacola, FL 32501-5794 850-444-8300

DHI Door and Hardware Institute 7711 Old Springhouse Rd.

McLean, VA 703-556-3990

EIA Electronic Industries Association 2001 Eye Street, NW Washington, DC 20006 202-457-4900

EPA Environmental Protection Agency

FCC Federal Communications Commission 1919 M Street NW

Washington, DC 20554 202-632-7000

FDOT Florida Department of Transportation District 3 (Destins local district) 1074 Highway 90 East Chipley, Florida 32428 850-638-0250

FDOT Florida Department of Transportation

Central Office 605 Suwannee Street Tallahassee, Florida 32399

FCI Fluid Controls Institute P.O. Box 3954 Tequesta, FL 33458 305-746-6466

FGMA Flat Glass Marketing Association 3310 Harrison Topeka, KS 66611 913-266-7013

FHA Federal Housing Administration (U.S. Dept. of HUD) 4517 Seventh St., SW Washington, DC 20201 202-7557353

FM Factory Mutual Engineering Corp.

Norwood, MA 02062

FS Federal Specification (General Services Admin.)

Building 197 Washington Navy Yard, SE Washington, DC 20407

FTI Facing Tile Institute Box 8880 Canton, OH 44711 216-488-1211

GA Gypsum Association 1603 Orrington Avenue Evanston, IL 60201 312-491-1744

HPMA Hardwood Plywood Manufacturers Association 1852 Michael Faraday Drive

Reston, VA 22090 703-435-2900

IA The Irrigation Association 1911 N. Fort Myer Drive Suite 1009 Arlington, VA 22209 703-524-1200

ES Illuminating Society of North America 345 E. 47th Street New York, NY 10017 212-644-7926 “Lighting

Handbook”

IEEE The Institute of Electrical and Electronic Engineers, Inc.

345 East 47th Street New York, NY 10017 (ANSI C2-1990) ILI Indiana Limestone Institute of America Stone City Bank Bldg.

Bedford, IN 47241 812-275-4426

IPCEA Insulated Power Cable Engineers Association

IRI Industrial Risk Insurers 85 Woodland Street Hartford, CT 06102 203-525-2601

MBMA Metal Building Manufacturer’s Association

1300 Sumner Avenue Cleveland, OH 44115 216-241-7333

MCAA Mechanical Contractors Association of America 5530 Wisconsin Avenue Washington, DC 20015 202-654-7960

MIA Marble Institute of America 22505 State Street Farmington, Ml 48024 313-476-5558

MIL Military Standardization Document (U.S. Dept. of Defense) Naval Publications and Forms Center

Philadelphia, PA 19120

MLSFA Metal Lath/Steel Framing Association 221 N. LaSalle Street Chicago, IL 60601 312-346-1600

MSS Manufacturers Standardization Society of the Value and Filling Industry 127 Park Street, NE Vienna, VA 221 80-4602 703-281-6613

NAAMM The National Association of Architectural Metal Mfgrs.

221 N. LaSalle Street

Chicago, IL 60601 312-346-1600

NAPF National Association of Plastic Fabricators

1701N St., NW Washington, DC 20027 202-656-8874

NAPHCC National Association of Plumbing-Heating-Cooling Contractors P.O. Box 6808

Falls Church, VA 22046

NBGQA National Building Granite Quarries Association 202 S. Third Avenue Cold Springs, MN 55107

NBS National Bureau of Standards (U.S. Dept. of Commerce) Gaithersburg, MD 20234

NCMA National Concrete Masonry Association P.O. Box 781

Herndon, VA 22070 703-435-4900 “Specification for the Design and Construction of Load-bearing Concrete Masonry”

NEBB National Environmental Balancing Bureau 8224 Old Courthouse Road Vienna, VA 22181 703-734-3840

NEC National Electric Code (by NFPA)

NECA National Electric Contractors Association 7315 Wisconsin Avenue Washington, DC 20014 202-657-3110

NEII National Elevator Industry, Inc.

600 Third Avenue New York, NY 10016 212-986-1545

NEMA National Electrical Mfg. Association 2101 L. Street, NW Washington, DC 20037 202-457-8400

NESC National Electrical Safety Code (IEEE)

NFPA National Fire Protection Association Battery March Park Quincy, MA 02269

NFPA National Forest Products Association 1619 Massachusetts Avenue, NW Washington, DC 20027 202-797-5800

NHLA National Hardwood Lumber Association P.O. Box 14518 Memphis, TN 38104 901-377-1818

NAPA National Particleboard Association 2306 Perkins P1.

Silver Springs, MD 20910 301-587-2204

NSF National Sanitation Foundation 3745 Plymouth Road Ann Arbor, Ml 48106 313-769-8010

NTMA The National Terrazzo and Mosaic Association 3166 Des Plains Avenue Des Plains, IL 60018 312-635-7744

NWMA National Wood Manufacturers Association 205 West Touhy Avenue Park Ridge, IL 60068 312-823-6747

OSHA Occupational Safety Health Administration (U. S. Dept. of Labor)

PCI Prestressed Concrete Institute 20 N. Wacker Drive Chicago, IL 60606 312-346-4071 Manual 1 for Quality Control for Plants and Production of Prestressed Products” (MNL116-70)

PDI Plumbing and Drainage Institute 5342 Blvd. Place Indianapolis, IN 46208 731 -251-5298

PEI Porcelain Enamel Institute

1111 N. 19th Street Arlington, VA 22209 703-527-5257

PS Product Standard of NBS (U.S. Dept. of Commerce)

RCRBSJ Research Council on Riveted and Bolted Structural Joints “Specification for Structural Joints using ASTM A325 or A490 Bolts”

RFCI Resilient Floor Covering Institute 1030 15th St., NW Washington, DC 20005 202-833-2635

RIA Redwood Inspection Service (Grading Rules) 627 Montgomery San Francisco, CA 94111

SAMA Scientific Apparatus Makers Association 1101 16th St., NW Washington, DC 20027 202-223-1270

SBCCI Southern Building Code Congress International, Inc.

900 Montclair Road

Birmingham, Alabama 35213-1853 205-591-1853 “Standard Building, Plumbing and Mechanical Codes”

SDI Steel Deck Institute

P.O. Box 3812 St. Louis, MO 63122 314-965-1741

S.D.I. Steel Door Institute 712 Lakewood Cot. N.

Cleveland, OH 44107 216-226-7700

SHLMA Southern Hardwood Lumber Manufacturers Association 805 Sterick Blvd.

Memphis, TN 38103 901-525-8221

SIGMA Sealed Insulating Glass Manufacturers Association 111 E. Wacker Drive Chicago, IL 60601 312-644-6610

SJI Steel Joist Institute 1703 Parham Road Richmond, VA 23229 804-286-3071 “Standard Specifications, Load Tables and Weight Tables for Steel Joists and Joist Girders, 40th Edition”, “Recommended Code of Standard Practice for Steel Joists and Joist Girders”, “Diaphragm Design Manual”, and “Steel Roof Deck Design Manual”

SMACNA Sheet Metal & Air Conditioning Contractors National Association 8224 Old Courthouse Road

Vienna, VA 22180 703-790-9890

SPIB Southern Pine Inspection Bureau (Grading Rules) 4709 Scenic Hwy.

Pensacola, FL 32504 904-434-2611

SSPC Steel Structures Painting Council

4400 5th Avenue Pittsburg, PA 15213 412-578-3327

TCA Tile Council of America P.O. Box 326 Princeton, NH 08540 609-921-7050

TI MA Thermal Insulation Manufacturers Association 7 Kirby Plaza

Mt. Kisco, NY 10549 914-241-2284

TPI Truss Plate Institute 2400 F. Devon Avenue Des Plains, IL 60062 312-625-7700

UBC Uniform Building Code, International Conference of Building Officials 5270 South Workman Mill Road Whittier, CA 90601

UL Underwriters Laboratories 333 Pfingsten Road Northbrook, IL 60062 312-272-8800

UFAS Uniform Federal Accessibility Standards

UFC Unified Facilities Criteria

USACE U.S. Army Corps of Engineers Headquarters 20 Massachusetts Avenue NW

Washington, D.C. 20314-1000 (202) 761-0660

WBDG Whole Building Design Guide National Institute of Building Science (NIBS) 1090 Vermont Avenue NW, Suite 700

Washington, DC 20005

WCLB West Coast Lumber Inspection Bureau (Grading Rules) P.O. Box 2315

Portland, OR 97223 503-639-0651

WIC Woodwork Institute of California 1833 Broadway Fresno, CA 93733 209-233-9035

WRI Wire Reinforcement Institute

8271-A Greensboro Drive McLean, VA 22102 703-790-9790

WSFI Wood and Synthetic Floor Institute 2400 F. Devon Avenue Des Plains, IL 60018 312-635-7700

WWPA Western Wood Products Association (Grading Rules) 1500 Yeon Bldg.

Portland, OR 97204 503-224-3930

WWPA Woven Wire Products Association

108W. Lake Street Chicago, IL 60601 312-332-6502

WPCF Water Pollution Control Federation Manual of Practice No. 9, Design and Construction of Sanitary or Storm Sewers

1.5 Existing Conditions

In addition to “FAR 52.236-9, Protection of Existing Structures, Equipment, Utilities, and Improvements”:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer’s Representative. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 DELIVERY LOCATION

The Contractor shall deliver any materials to be used in conjunction with this project to Building 376 at Fort Buchanan, PR.

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 Activity Regulations

The Contractor shall ensure his personnel employed on base become familiar with and obey base regulations. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.7.2 Protection of Premises

The Contractor shall take all necessary precautions to protect the Government and private property from damage as a result of his operations.

Existing property damaged shall be promptly restored, repaired or replaced to its original condition by the Contractor at his own expense.

1.7.3 Access Roads

The Contractor shall at all times refrain from the use of any roads, grounds, or other facilities which have not been specifically authorized for his use.

1.7.4 Contractor Personnel Requirements

a) Notwithstanding the provisions of the General Clauses entitled "Identification of Employees 1965 Jan", the Contractor will be required to coordinate with the Contracting Officer, background checks and clearance for his personnel in order to have access to the military installation and the job site. Contractor is responsible for providing adequate identification of his personnel while accessing the military installation.

NOTE: For all training requirements as indicated below, the contractor shall insure that the training is obtained from the proper training provider or source in accordance with DoD Regulations. Failure to obtain training from the proper source, may lead to retaking the training.

b) All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 15 calendar days after contract start date. Government is responsible for providing this training to contractor personnel at no cost to the contractor. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within five (5) calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://jko.jten.mil/courses/AT-level1/launch.html. Also, these contractor and subcontractor employees must complete Level I OPSEC training within 30 calendar days after contract start date. If contract last for more than a year, all these personnel must complete annual OPSEC awareness training.

c) Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office.

Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

d) The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. Government is responsible for providing this training to contractor personnel at no cost to the contractor. This training shall be completed within 15 calendar days of contract award and within 15 calendar days of new employees commencing performance with the results reported to the COR NLT 20 calendar days after contract award.

1.7.5 Temporary Pass

A DD Form 369 for each personnel shall be submitted to the Contracting Officer in order to obtain a temporary pass/access. This pass is valid for the duration of project. Contractor must activate the pass every 30 days at VCC to validate the access. All Contractor's personnel shall wear clothing and/or identification badges identifying them as company employees.

a. Access and general protection/security policy and procedures.

Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

b. Any background that comes with remarks needs to be address by the correspondent employee and resubmit for clearance. Failure to pass background check will denied access to Fort Buchanan automatically.

Waivers are not allowed under this section.

ALL NON-US GARRISON ID CARD APPLICANTS WILL PROVIDE A VALID AND ORIGINAL

FORM OF ID (STATE DRIVER’S LICENSE, PASSPORT, AND SO FORTH,…