A07_17T0236.pdf

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XXX

XXX PA 00000

TEL: FAX:

W25G1V707200PG

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W25G1V-17-T-0236 27-Apr-2017

5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPO RTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NO TE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) ( Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA

FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

ACC-APG TOBYHANNA BRANCH

11 HAP ARNOLD BLVD

TOBYHANNA PA 18466-5100

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

26-May-2017(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

570-615-7567MISSY J MORGAN

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

W25G1V-17-T-0236

Section Supplies or Services and Price

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Lot

FURNISH AND INSTALL A CLASS 5 ARMORY

FFP

Description: FURNISH AND INSTALL A CLASS 5 ARMORY ROOM VAULT

DOOR IN BUILDING 16.

COR: GEORGE RITTENHOUSE 570-615-7533

THE MAGNITUDE OF THIS REQUIREMENT IS ESTIMATED BETWEEN

$25k-$100K

WAGE RATES CAN BE FOUND ON THE DAVIS BACON SIDE OF

www.wdol.gov

FOB: Destination

NSN: AASSVC707200PG

MILSTRIP: W25G1V707200PG

PURCHASE REQUEST NUMBER: W25G1V707200PG

NET AMT

Section B - Supplies or Services and Prices

STATEMENT OF WORK

SOW FOR BLDG. 16 VAULT DOOR

"Contractor shall provide all labor, equipment, and materials required to perform the work as described herein below:

DEMOLITION:

1. Construct a plastic wall to contain all deconstruction dust and debris prior to beginning demolition in isle way. Sound attenuation measures also need to be taken to isolate the site.

2. Demolish existing hollow metal Door No. 115A including frame.

3. Saw cut existing reinforced concrete wall to create a rough opening for the included specified GSA Class 5A Armory door.

CONSTRUCTION:

1. Install a GSA Class 5A Armory Door and a day gate per the attached

Specification Titled "Section 08 34 59, Vault Doors and Day Gates" for

Door No. 115A. Door shall be GSA labeled and have a clear opening per drawing. “Specifications included.”

a. Contractor MUST be a certified installer by the manufacturer for this type door.

2. If proposing a door other than that specified in the specification provided the contractor must submit as an “or-equal” and is subject to government review and approval prior to being accepted.

a. The government is NOT responsible for the contractor’s purchase of materials or equipment prior to receiving written approval.

3. All construction debris is to be the property of the contractor and must be removed from TYAD upon completion of the project.

4. Working hours for this contract will be Monday thru Friday 0900 – 1500 hours.

5. The outside wall has been furred out approximately 2” utilizing furring strips and sheetrock and must be cut out and refinished after the new door is in place.

a. On the side where the door opens into the wall that finish is to be removed and the wall painted to match the surrounding area.

PRESENT SITE CONDITIONS:

1. The present personnel door is 40” W by 80” H installed in a poured concrete wall. The rough opening in the 8” thick concrete wall measures 86” high. (10” thick including outside finish with furring strips and sheetrock)

2. Location of the worksite is approximately 40’ down a 6’ wide hallway from a double door entering the building.

3. The floor is flat from the parking lot throughout the work area with a carpet tiled walkway.

4. Presently the room is not being utilized as an arms room and can be left unsecured during construction.

5. The room itself is double reinforced poured concrete walls approximately 8” thick.

SECTION 08 34 59

VAULT DOORS AND DAY GATES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS AA-D-600 (Rev D, Am 1; Am 4) Door, Vault, Security

U.S. GREEN BUILDING COUNCIL (USGBC)

LEED NC (2009) Leadership in Energy and

Environmental Design(tm) New Construction

Rating System

1.2 SUSTAINABILITY REQUIREMENTS

Materials in this technical specification may contribute towards contract compliance with sustainability requirements. See Section 01 33 29 LEED

DOCUMENTATION for project LEED NC local/ regional materials and recycled content requirements.

1.3 SUBMITTALS

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

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

SD-02 Shop Drawings

Vault door Unit; G

Day gate; G

SD-03 Product Data

Vault Door and Frame

SD-07 Certificates

Vault Door and Frame; G

SD-08 Manufacturer's Instructions

Installation

SD-11 Closeout Submittals

LEED Documentation

Operation and Maintenance Manual

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver door and frame assemblies to the jobsite in a protective covering with the brand and name clearly marked thereon. Inspect materials delivered to the jobsite for damage, and unload them with a minimum of handling. Store in a dry location with adequate ventilation, free from dust, water, and other contaminants, and allowing easy access for inspection and handling. Store door assemblies off the floor on non-absorptive strips or wood platforms. Prevent damage to doors and frames during handling. Replace damaged items that cannot be restored to like-new condition.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

The vault door unit shall be a steel arms-vault type door with frame, day gate, and ramp type threshold, which is a standard product of a

Manufacturer specializing in this type of fabrication. Submit drawings showing head, jamb, and sill sections, and elevations of the doors and gate.

2.2 VAULT DOOR AND FRAME

Design and construction of the door and frame assembly shall conform to

FS AA-D-600. Provide a door which is Class 5A, Type IIR - right opening swing without optical device K - key change combination lock, Design S

- single lock. Submit manufacturer's catalog data including catalog cuts and brochures showing that the proposed vault door unit conforms to the requirements in FS AA-D-600, and has been tested and approved by the General Services Administration (GSA). Submit certification stating that vault-door units that do not bear the GSA label are constructed to

Class 5A standards.

2.3 DAY GATE

Provide a day gate which is the manufacturer's standard product designed for use with the vault door furnished, and that provides access control and weapons issue. The gate shall: be hinged on the same side as the vault door, swing into the vault, and have a locking device operable from outside by key and from inside by knob or handle. Gate shall be dutch style and include a 12 gage thick steel shelf. The shelf shall be 12 inches deep.

Provide the manufacturer's standard finish. The day gate shall not interfere with the operation of vault door inner escape device.

PART 3 EXECUTION

3.1 INSTALLATION

Install the vault door assembly in strict compliance with the printed instructions and drawings provided by the manufacturer. Install the day gate in a manner that does not interfere with operation of the release handle on the inside of the vault door. After installation, adjust the door, the locking mechanism, and the inner escape device for proper operation. Submit printed instructions and drawings provided by the manufacturer.

PRE APPROVED ARMS ROOM VAULT DOOR/DAY GATE

100 - OVERLY DOOR COMPANY

1 DAVDARM9595 ARMORY DOOR, ASSBLY,RS,W/O OPTICAL

(1)-GSA Class 5 Vault Door:

* conforming to Federal Specification AA-D-600D as Class 5-A (armory door).

* masonry opening of 47"-49" wide x 82"-83" high

* clear opening of 40" wide x 78" high

* door is 3-1/4" thick

* back frame (flange) Note – there is an added fee for manufacturing back frames to accommodate wall thicknesses/conditions larger than twelve inches. Please inquire if applicable.

* Type IIR or L, Style K (equipped with an S&G 2937 three-wheel tumbler, key change combination lock)

* national stock number 7110-01-475-9598(L) or 7110-01-475-9595(R), depending on door swing.

*Door is to be hinged on the left without optical device.

NOTE: The door swings out from the vault

THE VAULT DOOR ASSEMBLY IS NOT INTENDED FOR EXTERIOR APPLICATION.

ABOVE CLASS 5 VAULT DOOR IS NOT UL LABELED FOR FIRE RESISTANCE

WE DO NOT PROVIDE INSTALLATION OR FINAL

INSPECTION OF ERECTED VAULT DOORS

2 DADGAR54078-DDG-ISP DAY GATE, STANDARD HT, DUTCH, ISSUE PORT 1.00

EA

(1)-Standard-height expanded-metal mesh Dutch-style day gate to go with the armory vault door:

* With pivots and Schlage deadbolt B660 (keyed on one side and thumb turn on the other side).

* With 12" deep stainless steel shelf

* Day Gate has an 8" wide x 12" high issue port, a 12" deep stainless steel shelf, and a lockable hinged cover.

DEPOT ACCESS:

A background check and approval from TYAD Security Branch is required for all contractor and subcontractor personnel prior to on-site access at TYAD. All persons seeking entrance to TYAD shall submit to and comply with all security standards and requirements in force at the time such persons are seeking entry. All contractors, regardless of resident status or citizenship, will be subject to vehicle search and intense in-processing by TYAD security personnel prior to being granted access to TYAD. This security screening process may be time consuming and access may be delayed or denied. The contractor shall ensure ELTY Form 648-C is completed for all contractor and subcontractor personnel requiring depot access to include warranty services. The TYAD point of contact (POC) will provide ELTY Form 648-C, Request Access to Tobyhanna Army Depot, to the contractor/vendor at least ten days prior to the expected visit date for completion. The contractor/vendor shall return the completed ELTY Form 648-C to the TYAD POC in a timely manner so the same may be submitted to Security for processing no later than seven days prior to the visit. All of the required fields on the form shall be complete and accurate by the contractor/vendor for timely processing.

This requirement is inclusive of on-site supervisory or managerial personnel and sub-contractor personnel that the Contractor anticipates will be performing work or visiting on-site. This security screening does not relieve the contractor of any responsibilities to conduct thorough pre-employment background checks and drug screening. Contractor workers will not be granted access to the work site until security screening is completed and access is approved. Any contractor personnel on-site who fail screening will not be permitted further access to TYAD. See “Access and General Protection/Security Policy and Procedures” below.

Please submit the completed ELTY Forms 648-C form(s) to the COR or POC.

SECURITY REQUIREMENTS

ANTITERRORISM (AT) / OPERATIONS SECURITY (OPSEC) REQUIREMENTS

All security training certificates shall be provided to the Contracting Officer’s Representative (COR)/Point of Contact (POC) and the Contract Specialist/Purchasing Agent.

Antiterrorism (AT) Level I Training. All contractor employees, to include subcontractor employees, requiring access to Army installations, facilities, and controlled access areas shall complete AT Level I awareness training prior to contract report date. This training is required for any additional or new contractor employees, who start after that period. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:

https://jkodirect.jten.mil for CAC holders. Non-CAC holders may go to http://jko.jten.mil/courses/atl1/launch.html for their training. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record, or contractor equivalent. As applicable, contractor employees must complete annual AT awareness training as it pertains the length of the contract.

iWATCH Army Training. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH Army Program. This will consist of utilizing the tools and media products on the informational iWATCH Army website to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR/POC. The iWATCH training is available at the following website:

https://myarmyonesource.com select Family Programs and Services, in the drop down boxes select: Go To, iWATCH Army –“See Something, Say Something”. The contractor https://jkodirect.jten.mil/ http://jko.jten.mil/courses/atl1/launch.html https://myarmyonesource.com/ shall notify the COR/POC within 10 calendar days of the completed training for any new employees or subcontractor personnel to assure the ELTY form 583 or contractor equivalent is properly documented. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Operations Security (OPSEC) Training. Per AR 530-1, Operations Security, contractor employees must complete Level I OPSEC training prior to the contract report date and for any additional or new contractor employees, who start after that period.

The training is available at the following website:

http://cdsetrain.dtic.mil/opsec/index.htm The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR/POC within 10 calendar days after completion of training. Completion of contractor employee training will be documented on ELTY form 583, TYAD On-Post Training Record or contractor equivalent.

Access and General Protection/Security Policy and Procedures. 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 TYAD Security Branch. 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.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by the government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

Standard Specifications for Projects Under the

National Environmental Policy Act in Accordance with 32 CFR 651 http://cdsetrain.dtic.mil/opsec/index.htm

Proponent ELTY-ISR-E ****Spill Response Procedures 1-2-

3****

1. Stop work

2. Call 911

3. Evacuate Area

*********Damaged

Asbestos?*********

Call Environmental Branch (EB) at 615-

*******Environmental

Questions?******

Call EB 615-7098

TOBYHANNA ARMY DEPOT ENVIRONMENTAL CONCERNS FOR CONTRACTORS

Contact the Tobyhanna Army Depot (TYAD) Environmental, Safety and Occupational Health

Branch (ESOH) for any environmental questions. The phone number for ESOH is (570) 615-7098.

EMERGENCY EVACUATION

The contractor must ensure all their employees and their subcontractor's employees are aware of the emergency response and evacuation procedures for the work site.

SPILLS

All spills must be reported to the TYAD Fire Department by calling 911 or (570) 615-7300. If 911 is dialed from a TYAD phone, the call will go to TYADs Emergency Office. If a 911 call is placed on a cell phone, the call will go to the Monroe County Emergency Office. Notify the Monroe County

Emergency Office that you are at TYAD and the call will be forwarded to TYADs Emergency

Office. Once the fire department has been notified; the contractor may contain and clean up the spill under the following conditions: the contractor knows what the spilled material is, personnel who clean up the spill are properly trained and the contractor has all the necessary material and equipment required to clean up the spill. The contractor may be billed for cleanups performed by TYAD personnel.

AIR

The contractor must control fugitive emissions, including dust, during the course of their contract.

The contractor must obtain ESOHs approval prior to exhausting equipment to the outside. If the contractor will be spraying at TYAD, the spraying must not be visible from outside TYAD. Spraying any substance when wind speeds are above 10 MPH is strongly discouraged. The contractor must not burn material at TYAD.

ASBESTOS

The contractor must provide copies of state notifications to the Contracting Officer Representative

(COR), Contract Administrator and ESOH 25 days prior to commencement of asbestos work. The contractor must submit an asbestos notification to the Pennsylvania Department of Environmental

Protection (PADEP) at least 10 working days prior to demolishing a building or any load-bearing wall or structure, regardless of whether or not asbestos is present. The contractor must provide a copy of their Asbestos Abatement Work Plan, including a work-area drawing, to ESOH through the COR

25 days prior to commencement of work for review and approval by ESOH, Industrial Hygiene and the Safety Division. The contractor must provide a copy of all other documents required by Unified

Facilities Guide Specification 02 83 14.00 10 to include: training certificates, medical clearances, current state photo certifications and lab certifications to ESOH through the COR prior to commencement of work. Provide copies of 9 Jul 2015 RK-E-G-014a asbestos-waste shipping manifests to ESOH through the COR and the Contract Administrator within

30 days of any shipment. Contractors must ensure that all materials they use at TYAD are asbestos-free. Call ESOH when any potentially environmentally sensitive area or material is discovered.

BUY RECYCLED PRODUCTS

Many new construction/renovation materials are required to be manufactured using recycled material

(e.g., insulation, carpet, floor tile and furniture). All material purchased and used on a project that contains recycled content must be reported to ESOH through the COR. Reports must include the weight and the percent of recycled content.

CULTURAL RESOURCES

If any artifacts are unearthed at TYAD, such as bones, buttons or pottery, all work must stop immediately and the contractor must contact ESOH.

DISPOSAL

All contractor-responsible debris, excess material, excess equipment, etc., must be removed from site.

CLEAN FILL

The contractor must have approval from ESOH prior to disposing any clean fill within TYAD. If approval is obtained, clean fill must only be disposed at the clean fill disposal site. Clean fill is defined as uncontaminated, non water-soluble, non decomposable, inert, solid material. Clean fill includes soil, rock, stone, dredged material, used asphalt and brick, block or concrete from construction and demolition activities that is separate from other waste and recognizable as such. The weights of all material disposed at the clean fill must be reported to ESOH through the COR.

RECYCLING

Scrap recyclable material (e.g., concrete, steel, aluminum, wire and cable, cardboard) is required to be recycled, preferably through the TYAD Recycling Program. The contractor must coordinate collection of recyclables with ESOH through the COR. The contractor must report the total weight of each material the contractor recycles independent of the TYAD Recycling Program to ESOH through the COR.

SOLID WASTE DISOSAL

Ensure waste hauler and all roll-off containers are licensed by the state and the county. Provide name, address, etc., of transporting agency/company and receiving landfill to ESOH through the

COR. A certificate of the landfill must be kept at the job site. Provide copies of shipping manifests/landfill weight slips/documents to ESOH through the COR. Fluorescent bulbs and 9 Jul 2015 RK-E-G-014a mercury-bearing lamps are to be handled under Universal Waste Rules by the contractor. Burning at project sites for the disposal of refuse and debris will not be permitted.

EROSION CONTROL

The contractor must follow PADEP Soil Erosion and Sedimentation (E&S) Control Regulations. If the area of disturbance is larger than 0.5 acres, the contractor must have a written E&S control plan.

The E&S control plan must be approved by ESOH prior to any earth disturbances. If the area of disturbance is greater than one acre, the contractor must coordinate with ESOH to obtain a permit from Monroe County Conservation District. The contractor must obtain ESOHs approval prior to sending documents to Monroe County. If the project has an E&S control plan or permit, a copy of the plan and permit must be kept at the job site.

HAZARDOUS MATERIALS

The contractor must ensure all hazardous materials/wastes at the work site are properly stored, labeled and unused or waste materials are removed from the site at the end of the contract.

The contractor must not use paints containing zinc chromate or strontium chromate pigments and paints containing lead in excess of 0.06 percent by weight of the total nonvolatile content. The contractor must follow Occupational Safety & Health Administration (OSHA) lead-based paint regulations if they disturb any lead-based paint at TYAD. The contractor must contact ESOH prior to disturbing lead-based paint.

The contractor must determine if light ballasts being disturbed or removed during the contract contain PCBs. If the lights contain PCBs, the contractor is responsible for disposing the ballasts properly.

The contractor must not install any equipment, switches or devices (including thermostats) that contain mercury or lead.

HAZARDOUS WASTE DISPOSAL

Provide name, address, etc., of transporting agency/company and receiving landfill to ESOH through the COR. Provide copies of shipping and disposal manifests to ESOH through the COR. ESOH will sign all manifests for any HW removed using TYADs Environmental Protection Agency (EPA) ID number.

MATERIAL SAFETY DATA SHEETS

The Contractor must submit Material Safety Data Sheets (MSDSs) for all hazardous materials proposed for use, including paints, solvents, adhesives, etc. Copies of MSDSs will be provided to the

ESOH through the COR at least five working days prior to the material being brought on post. The contractor must keep a copy of all MSDSs at the job site. 9 Jul 2015 RK-E-G-014a

NATURAL RESOURCES

The contractor shall be responsible for protection of all vegetation on the work site. The contractor must contact ESOHs Natural Resource Manager at (570) 615-5023 prior to any tree removal. The contractor must not use pesticides at TYAD. The contractor must not disturb migratory birds or the nests of migratory birds at TYAD.

OZONE DEPLETING SUBSTANCES

The contractor must not use Class I and II Ozone Depleting Substances (ODS) or other materials containing, or manufactured with, any Class I and II ODS. All contractor personnel must have ODS certification when working on refrigeration equipment. If refrigerant is recovered or charged at

TYAD, the contractor must report the weight of the refrigerant to ESOH through the COR.

STORM DRAIN PROTECTION

Nothing shall be dumped or allowed to flow into storm sewers or drains, other than rainfall. Call

ESOH prior to discharging any substance, including water, into a storm drain or sanitary sewer.

GENERAL NOTES

The contractor is responsible for employing energy conservation measures where practical.

Any equipment connected to the water distribution system must have a backflow prevention device installed

NOTE: Printed copies of this document are UNCONTROLLED and should be checked against the server file version prior to use.

CONTRACTOR SAFETY STANDARDS FOR TYAD

15 July 2015 Below are the contractor requirements for any work done on Tobyhanna Army Depot (TYAD). It is the responsibility of the contractor to enforce the below requirements. Failure to enforce safety requirements on the depot can result in termination of the contract.

Important phone numbers Emergency: 911 (or from a cell phone: 570-615-7117) Security: 570-615-7550 Fire Department: 570-615-7300 Safety: 570 615 7027

S.10.0 SAFETY REQUIREMENTS:

Contractors shall comply with:

Title 29 Code of Federal Regulations-1910 (OSHA General Industry Standards), Title 29 Code of Federal Regulations-1926 (Construction Industry Standards), National Fire Protection Association Codes, Uniform Facilities Code, other codes as required to maintain safety standards.

All Safety requirements as stated in the statement of work.

S 10.1 OSHA VOLUNTARY PROTECTION PROGRAM STAR SITE – Tobyhanna Army Depot is an Occupational Safety and Health Administration (OSHA) Voluntary Protection Program (VPP) site. Tobyhanna Army Depot requires full contractor compliance with all safety regulations and standards. The Contractor is responsible for maintaining, monitoring and enforcing all rules, regulations and codes.

S.10.2 JOB HAZARD ANALYSIS (JHA) – Prior to the start of work, the contractor shall prepare a JHA for each phase of work that will be done under the contract. A phase is any operations involving a certain type of work. Some examples would be demolition, excavation, masonry work, concrete pouring, roofing, and electrical wiring. Work done by each subcontractor is also a phase. The JHA will:

1. List the activity being performed and identify the sequence of work steps,

2. List the hazards associated with each step, and the procedures and training required to eliminate or reduce the risk to an acceptable level.

NOTE: Review of the JHAs does not constitute approval of the adequacy of the safety measures identified for the job or compliance with OSHA rules and regulations.

S.10.3 SAFETY PLAN - Contractors with ten (10) or more employees will submit a written Contractor Safety Plan prior to beginning construction. The Safety Plan is the formal plan on how the contractor intends to have zero accidents. The safety plan typically includes: 2 of 4

1. Statement of safety and health policy.

2. Administrative responsibilities for implementing the safety plan, including identification of personnel responsible for safety and accident prevention.

3. A means for coordinating and controlling work activities of contractors, subcontractors, and suppliers.

4. Initial safety indoctrination and follow up safety training.

5. Provisions for frequent safety inspections of work sites to ensure compliance with the Plan.

6. Records showing the inspections and deficiencies and the means, timetable, and individual responsible for their correction.

7. Who is responsible for investigating and reporting accidents, reporting occupational health exposure and maintaining accident and exposure data.

8. Emergency response capability to minimize the consequences of accidents.

9. Contingency plans for severe weather such as windstorms, lightning, tornados, etc.

10. Plans for maintaining job site cleanup and safe access.

11. Public safety requirements such as signs and barricades.

12. Prevention of alcohol and drug abuse on the job.

13. Details of hazard communication program.

14. Provisions for updating the plan.

15. The plan should also address any unusual aspects of the project:

17. Contractor shall erect a board on site for the purpose of posting all permits, Safety data sheets, wage determinations, safety plans etc. An updated copy of the Safety Plan will be available on the job site at all times. It is the contractor's responsibility to ensure that adequate safety measures are instituted to comply with OSHA requirements and prevent accidents.

S.10.4 FALL PROTECTION – Personnel performing any work on elevated surfaces, six (6) feet or more above a lower level, shall comply with 29CFR 1926.500 through 1926.503.

There are no certified anchorage points or permanent guardrail systems on any Tobyhanna Army Depot roof.

S.10.5 ELECTRICAL SAFETY – Follow the current Tobyhanna Army Depot standard referenced in Appendix G in the SOW. This standard is based on NFPA 70E.

S.10.6 DEPOT REQUIRED PERMITS/APPROVALS:

Permits are required for:

1. Excavation: Contractors must utilize the PA 1 Call system and coordinate with contracting officer representative (COR) for excavations prior to any groundbreaking including digging, drilling and stake driving. See appendix L for permitting details.

2. Trenching: Contractors must obtain approval from the Safety Branch before any trenching deeper than 5 feet. The contractor must have a trenching plan and the appropriate safety equipment. The contractor is to request approval from the Safety Branch by e-mail through the contracting officer representative.

3. Burning/fire: permits must be obtained daily from the Fire Department.

4. Confined space: contractors must follow all OSHA requirements. The contractor must request access from TYAD Safety Branch before entering any confined space area. The contractor is to request approval from the Safety Branch by e-mail through the contracting officer representative.

5. Use of cranes on the depot: Before a crane is used on the depot, the contractor must request approval from the Safety Branch. The contractor must have a lift plan that includes a review of the crane and how it is handled, and must include all calculations for load capacity. The contractor is to request approval from the Safety Branch by e-mail through the contracting officer representative.

S.10.7 CONFINED SPACES: Contractors must follow all OSHA requirements. The contractor must request access from TYAD Safety Branch before entering any confined space area. The contractor is to request approval from the Safety Branch by e-mail through the contracting officer representative.

S.10.8 LOCKOUT/TAGOUT PROCEDURE: - The Contractor shall perform this work in accordance with 29 CFR 1910.147, The Control of Hazardous Energy.

Sequence of Lockout/Tagout Procedure:

Locate and identify all isolating devices. More than one energy source (electrical, steam, etc) may be involved.

Notify the COR that a lockout/tagout system is going to be used.

Shut down the equipment normally.

Operate energy isolating device (switch, valve, etc) to isolate the equipment from the energy source. Using safe management practices, ensure any energy that may be stored in the equipment is dissipated. Attempt to start the equipment using the normal technique. If the equipment does start, determine where the energy is coming from and why the isolating device did not work. After the equipment is truly isolated, make certain all starting devices are in the “off” position. If more than one person will be working on the equipment they should each have their own lock.

After work is complete, ensure all personnel are safely out of the way, all tools are removed, all safety guards are in place, and the equipment is safe to operate. Each individual who worked on the equipment should remove their own lock. If that person is not available, he or she should be contacted to ensure their work is safe.

Remove the energy isolating device and restore the equipment to service.

The equipment is now energized again.

S.10.9 PROTECTION TO THE DRINKING WATER SYSTEM: - The contractor will not perform any work on the depot potable water system until prior approval is obtained from the Environmental, Safety Occupational Health (ESOH) and the certified operator through the Directorate, Installation Services COR.

S.10.10 PROTECTION OF PERSONNEL: - At no time is any depot employee to be put at risk to illness or injury. No construction actions are exempt from this requirement.

1. Where pedestrian and driver safety is endangered, use appropriate traffic barricades.

Anchor barricades to prevent displacement by wind. Notify the COR prior to beginning such work.

2. Where demolition is required, continuously evaluate the condition of the structure being demolished and take action to protect personnel working around the project site. No structural element will be left standing without sufficient support to prevent collapse.

3. Personal Protective Equipment for visitors: three complete sets of personal protective equipment shall be available to visitors for entry to the regulated area. Visitors shall be provided with training equivalent to that provided to Contractor employees in the use of personal protective equipment and the site safety and health requirements.

S.10.11 FIRE AND EMERGENCY SERVICES: - Hot work permits to be issued by the fire department between the hours of 0800 and 1600.

1. Contractors required must have to an appropriate number and correct type of fire extinguishers.

2. A fire watch must be set during the hot work and for 30 minutes after operation.

3. The fire department will be notified when flammable or hazardous materials are used.

4. Use of a plasma torch will require special approval by the fire department.

5. Any fire, even one that is extinguished must be reported to the fire department.

6. Ambulance services provided at a cost to contractors and the fire department will transport to the nearest hospital. Advanced life support, helicopter transport, etc. is all at the contractor's expense.

7. The fire department will respond to the fire, ambulance, hazmat and confined space incidents.

S.10.12 IF AN INCIDENT HAPPENS: -

1. Any serious injury or medical emergency: a. Dial 911 and give accurate location and nature of emergency. Make sure to tell the operator that you are calling from Tobyhanna Army Depot.

b. Send someone to the nearest exit to assist responders.

c. Treat victims to the best of your ability.

d. Call the work order desk at 570-615-7805 if there is any blood or body fluids that must be cleaned up.

2. In the event of the smell of natural gas: a. Call the fire company at 570-615-7117 or dial

911. b. Have all personnel evacuate the area, if the smell is significant. c. Assist the fire company to determine the leak as appropriate.

3. In the case of a fire: a. If the fire is small, use a fire extinguisher. b. Otherwise, dial 911 and pull the fire alarm. c. Evacuate the building.

THE CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY.

IN ANY CONFLICT BETWEEN STANDARDS, THE STRICTER OF THE TWO SHALL

APPLY. IF UNSURE CONTACT TYAD ESOH at 570-615-7027

[METRIC]

AA-D-

600D May

15, 2000

SUPERSEDIN

G AA-D-

00600C

December 1, FEDERAL SPECIFICATION DOOR, VAULT, SECURITY

The General Services Administration has authorized the use of this federal specification by all federal agencies.

1. SCOPE AND CLASSIFICATION

1.1 Scope. This specification covers security vault doors which are designed to conform to the minimum standards for physical security equipment as required by the Information Security

Oversight Office Directive governing the safeguarding of national security information. The doors provide protection against unauthorized entry for the periods of time specified in 1.2.1.

1.2 Classification. The vault doors under this specification shall be of the following classes, types, styles and designs, as specified (see 6.2).

1.2.1 Classes.

Class 5-V - Vault door shall be resistant to 20 man-hours surreptitious entry, 30 man-minutes covert entry and 10 man-minutes forced entry.

Class 5-A - Armory door shall be resistant to 30 man-minutes covert entry and 10 man-minutes forced entry.

Class 5-B - Ballistic door shall be resistant to 20 man-hours surreptitious entry, 30 man-minutes covert entry, 10 man-minutes forced entry, ballistic resistant.

1.2.2 Types.

Type IR -Right opening swing; with optical device.

Type IL -Left opening swing; with optical device.

Type IIR -Right opening swing; without optical device. Type IIL -Left opening swing; without optical device. Type IIIR - Double leaf; active right opening swing. Type IIIL - Double leaf; active left opening swing

1.2.3 Styles.

Beneficial comments, recommendations, additions, deletions, clarifications, etc., and any other data which may improve this document should be sent to: General Services Administration, Federal

Supply Service, National Furniture Center, Engineering Division (3FNE-CO), Washington, DC

20406.

AA-D-600D Style H -Hand change combination lock. Style K -Key change combination lock.

1.2.4 Design.

Design S -Single lock.Design B -No exterior hardware. (Types I and II only)

2. APPLICABLE DOCUMENTS

2.1 Government publications. The following documents form a part of this specification to the extent specified herein. Unless otherwise specified, the issue in effect on the date of invitation for bids or request for quotation shall apply.

Federal Specifications:

FF-L-2740 Lock, Combination.QQ-C-320 Chromium Plating (Electro-deposited).QQ-P-416

Plating, Cadmium, (Electro-deposited).TT-C-490 Cleaning Methods and Pretreatment of Ferrous

Surfaces for Organic Coatings.

Federal Standards:

Fed. Std. No. 123 - Marking for Domestic Shipment (Civil Agencies).

Fed. Std. No. 595 - Colors.

(Activities outside the Federal Government may obtain copies of Federal Specifications, Standards and Handbooks as outlined under General Information in the Index of Specifications and

Standards and at the price indicated in the Index. The index which includes cumulative supplements, as issued, is for sale on a subscription basis by the Superintendent of Documents, U.S. Government

Printing Office, Washington, DC, 20402.

(Single copies of this Specification and other Federal Specifications are available from:

General Services Administration, Federal Supply Service, Specifications Section (3FP-E), Suite

8100, 470 East L’Enfant Plaza, SW, Washington, DC 20407, Tel - (202)619-8925.)

(Sample panels of the standard colors are obtainable, without charge, from the Business Service

Center, Federal Supply Service, General Services Administration, Washington, DC 20407, or from the Business Service Center of the nearest Regional Office.)

Military Standards:

MIL-STD-129 - Marking for Shipment and Storage.

(Copies of Military Specifications and Standards are available from: DODSSP - Customer

Service, Standardization Document Order Desk, 700 Robbins Avenue, Bldg. 4D, Philadelphia, PA 19111-5094, Tel 215.697.2179)

2.2 Other publications. The following documents form a part of this specification to the extent specified herein. Unless a specific issue is identified, the issue in effect on the date of invitation for bids or request for proposal, shall apply.

American National Standards Institute (ANSI)/American Society for Quality

(ASQ): ANSI/ASQ Z1.4 - Sampling Procedures and Tables for Inspection by

Attributes

(Application for copies should be addressed to ANSI, 11 West 42 nd

Street, NY 10036.)

American Society for Testing and Materials (ASTM):

ASTM B633 - Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel.

(Application for copies should be addressed to the American Society for Testing and Materials, 100 Barr Harbor Drive, West Conshohocken, PA 19428-2959)

Underwriters Laboratories (UL):

UL 752 -Standard For Safety For Bullet-Resistive Equipment.

UL 768 - Combination Locks: For locking control of safes, chests, vaults, and similar products.

(Application for copies should be addressed to Global Engineering Documents,15 Inverness

Way, East Englewood, CO 80112, Telephone: (303)397-7956 (outside the U.S.), (800)854-7179

(U.S. and Canada) ,Fax: (303)397-2740)

National Motor Freight Traffic Association, Inc., Agent:

National Motor Freight Classification.

(Application for copies should be addressed to the American Trucking Association, Inc., Traffic

Department, 1616 P Street, NW, Washington DC, 20036.)

AA-D-600D Uniform Classification Committee, Agent:

Uniform Freight Classification.

(Application for copies should be addressed to the Uniform Classification Committee, Room 1106, 222 South Riverside Plaza, Chicago, IL 60606.)

3. REQUIREMENTS

3.1 Qualification. The vault doors furnished under this specification shall be products which have been tested and have passed the qualification tests and inspections specified in section 4, and have been listed on or approved for listing on the applicable Qualified Products List (QPL). The

Government testing facility for the General Services Administration reserves the right to test the vault door in accordance with standards that are privileged to the Government.

3.1.1 Qualification suspension.

3.1.1.1 Development of entry techniques. The doors qualified under this specification will be continually tested by the Government during the term of qualification to determine whether the surreptitious, covert or forced entry protection afforded by the doors should or can be improved. If at any time, entry techniques are developed within the framework of the specification which affect a door's security integrity, it shall be removed from the QPL.

3.1.1.2 Change in specification requirements. This specification will be reviewed by the

Government to determine whether the specification requirements should or can be changed to improve product quality. If, at any time, requirements are changed and such changes affect the qualification status of a qualified door, it shall be removed from the QPL and the manufacturer will be required to modify the product to the extent necessary to comply with specification changes and have the product requalified.

3.2 Materials. Materials used in the door's construction shall be as specified herein. Materials not specified shall be of good commercial quality, suitable in all respects for the purpose intended.

3.2.1 Steel. Steel used in the door shall be of the type, thickness and strength to meet all applicable requirements of this specification. Steel shall be free from rust, scale, pits, buckles and other imperfections that might adversely affect the appearance or the serviceability of the finished product.

3.2.2 Face hardware. The face hardware, excluding combination locks, shall be satin finished anodized aluminum, type 430 corrosion resistant steel or satin finished chromium plating on steel or on die-cast zinc, brass or bronze. The exposed surfaces of all hardware used on a single unit shall be finished to match each other within the limits of the base material and protective coating used. The exposed surfaces of all face hardware shall be free of sharp edges, burrs, pits, nicks or scratches that penetrate the protective plating or anodizing.

3.2.3 Finishing materials.

3.2.3.1 Enamel and lacquer. The final coat for the door shall be either baked enamel, air dried, textured finish, powder coat finish, nitrocellulose lacquer or water reducible coating. The quality of the final coat and its application shall be in accordance with good commercial standards and practices. The color shall be gray, color No. 26134, of Federal Standard No. 595.

3.2.3.2 Chromium plating. Chromium plating shall be in accordance with Class I, Type II of

QQ-C-320.

3.2.3.3 Cadmium plating. Cadmium plating shall be in accordance with Class 1, Type I of

QQ-P-416.

3.2.3.4 Zinc plating. Zinc plating shall be in accordance with ASTM B633.

3.3 Construction and design.

3.3.1 Design. The design shall provide for an end product that is practical, durable, and acceptable in general appearance. The doors shall be hinged to swing right or left, as specified (see

6.2).

3.3.2 Assembly. The door frame shall be considered a part of the door for purposes of entry resistance testing and shall afford the same security protection as that of the door. Protection for the extended locking bolts shall be built into the door frame. The overall width of the door frame shall not exceed the width of the clear door opening by more than 410 mm. The door frame for single leaf doors shall be designed to mount in a structural wall opening ranging from 1190 to 1240 mm wide and 2080 to 2110 mm high. The door frame for double leaf doors shall be designed to mount in a structural wall opening of 2210 to 2260 mm wide and 2080 to 2110 mm high. The double leaf door frame shall allow adjustment for variations in the wall opening of 12 mm. The door shall be assembled in such a manner as to preclude the removal or loosening of any of the door's components when the door is closed and locked, except that the hinges shall be removable from the outside. All welding and brazing shall be sound, without porosity and shall accomplish secure and rigid joints in proper alignment. All protruding or depressed welds on the door's exterior surface shall be filled and sanded or ground smooth. The door and frame shall be in perfect alignment and operation of the locking mechanism, including the locking bolts, shall be smooth and positive without binding or jamming of parts. The door shall withstand the test in 4.4.8.1.

3.3.3 Clear door opening. The vault door assembly shall be of one size. When installed, the single leaf door shall have a clear door opening of 1980 mm high and 1015 mm wide. When installed, the double leaf door shall have a clear door opening of 1980 mm high and 2000 mm wide. A forming tolerance of +3 mm shall be permitted. Other door sizes may be approved at the request of the manufacturer based upon documented agency requirements.

3.3.4 Wall thickness. The door assembly shall be adaptable to one of the following wall thicknesses, as specified (see 6.2): 150 mm; 205 mm; 255 mm; or 305 mm. The assembly design shall provide a

+15 mm adjustment to allow for variations in the nominal wall thickness (see 6.4).

AA-D-600D 3.3.5 Door frame. The door frame shall be non-grout type and the frame and door shall be mounted so that there shall be not more than 3 mm clearance between the door and the door frame. The frame shall be designed so that when attached to the wall, the wall clamping bolts will be exposed only on the inside of the vault. The frame shall have leveling and adjusting screws to compensate for building sag which may occur at any time in the future.

3.3.6 Door pull and throw bolt handles. The door pull and throw bolt handles shall be of the material specified in paragraph 3.2.2. They shall be not less than 100 mm in length and of designs consistent with their intended usage. The handles shall be without burrs, nicks, scratches, and sharp edges. A door pull shall be securely and firmly attached to both the door front and the door interior.

Throw bolt handles shall be firmly attached to the front of the door. Door pulls and throw bolt handles shall be attached so they withstand loosening in testing and in operation during the service life of the door. The door pull handle on the front of the door may be integral with the throw bolt handle. Removal of the handle arbor shall be controlled only from the inside of the door. The throw bolt handle shall require not more than 20 Newton-meters torque to engage or disengage the boltwork mechanism, and the initial force required to swing the unlocked door from any position shall not exceed 45 Newtons at the operating handle.

3.3.7 Door stop. A door stop to prevent the door's face hardware from striking wall surfaces shall be furnished with the door. The stop shall be designed to be wall mounted unless otherwise specified (See 6.2 ). The stop shall be able to withstand hard usage. The stop shall not scratch or scar the door's painted finish when the door is swung open against it.

3.3.8 Door striker. The door shall have a striker on both the front and hinged edges to minimize play or shake in the door when in the locked condition. The fit of the door to the striker on both the front and hinged edges shall be such that there is not more than 1 mm play or shake in the door when the bolts are thrown to the locked position.

3.3.9 Door hinges. The door shall be mounted to the frame by not less than two anti-friction bearing hinges, so designed to allow the door to be opened approximately 180 degrees. The hinges shall be removable from the outside.

3.3.10 Door threshold. The door threshold shall be designed to provide a ramp at the door threshold of approximately 6 mm to permit free swing of the door after its installation. If receptive cups, ports, or grooves are used, they shall be recessed not less than 12 mm below the bolt in its extended position to prevent dirt or other substances from obstructing the locking mechanism.

3.3.11 Back cover plate.