Attachment 2- TYAD MASTER SPECIFICATIONS-IDG.pdf

MASTER SPECIFICATIONS

And

INSTALLATION PLANNING DESIGN GUIDE

Date: 7 JAN 2026

Prepared By:

TOBYHANNA ARMY DEPOT

ENGINEERING DIVISION

11 HAP ARNOLD BOULEVARD

TOBYHANNA, PA 18466-5100

TYAD

TYAD TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 99 08/15 SCOPE OF WORK

01 14 00.00 99 05/24 WORK RESTRICTIONS

01 30 00.00 99 08/15 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 99 02/15 PROJECT SCHEDULE

01 33 00.00 99 01/2018 SUBMITTAL PROCEDURES

01 33 16.00 99 05/16 DESIGN DATA (DESIGN AFTER AWARD)

01 33 16.10 99 08/19 DESIGN SUBMISSION REQUIREMENTS MANUAL

01 35 26.00 99 05/24 CONTRACTOR SAFETY STANDARDS FOR TYAD

01 35 53.00 99 9-25 TYAD SECURITY OPERATIONS REQUIREMENTS

01 42 00 11/14 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 99 04/17 QUALITY CONTROL

01 50 00.00 99 08/09 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 06 06/25 STANDARD SPECIFICATIONS FOR PROJECTS

UNDER THE NATIONAL ENVIRONMENTAL

POLICY ACT IN ACCORDANCE WITH 32 CFR

651 PROPONENT ELTY-ISP-N

01 74 19.00 99 01/07 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00.00 99 08/11 CLOSEOUT SUBMITTALS

01 78 23.00 99 08/15 OPERATION AND MAINTENANCE DATA

01 91 00.00 99 05/19 TOTAL BUILDING COMMISSIONING

01 91 01.00 99 12/20 COMMISSIONING PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 99 05/10 DEMOLITION

02 82 14.00 99 02/10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 99 08/11 LEAD IN CONSTRUCTION

02 84 16.00 99 04/06 HANDLING OF LIGHTING BALLASTS AND

LAMPS CONTAINING PCBs AND MERCURY

DIVISION 03 - CONCRETE

03 30 00.00 99 05/14 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00.00 99 11/15 UNIT MASONRY

DIVISION 05 - METALS

05 12 00.00 99 05/14 STRUCTURAL STEEL

05 30 00.00 99 05/15 STEEL DECKS

05 40 00.00 99 05/15 COLD-FORMED METAL FRAMING

05 50 13.00 99 05/17 MISCELLANEOUS METAL FABRICATIONS

05 52 00.00 99 02/18 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00.00 99 08/16 ROUGH CARPENTRY

06 41 16.00 99 08/10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL

CABINETS

06 61 16.00 99 08/10 SOLID SURFACING FABRICATIONS

MASTER TABLE OF CONTENTS Page 1 01/07/26

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 29.00 99 02/11 INTERIOR SPRAYED POLYURETHANE FOAM

INSULATION

07 22 00.00 99 02/16 ROOF AND DECK INSULATION

07 24 00.00 99 05/11 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 19.01 99 05/17 SELF-ADHERING AIR BARRIERS

07 41 13.00 99 05/11 METAL ROOF PANELS

07 53 23.00 99 05/12 ETHYLENE-PROPYLENE-DIENE-MONOMER

ROOFING

07 60 00.00 99 08/08 FLASHING AND SHEET METAL

07 84 00.00 99 05/10 FIRESTOPPING

07 92 00.00 99 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13.00 99 02/10 STEEL DOORS AND FRAMES

08 14 00.00 99 08/16 WOOD DOORS

08 31 00.00 99 05/17 ACCESS DOORS AND PANELS

08 71 00.00 99 02/16 DOOR HARDWARE

08 81 00.00 99 08/11 GLAZING

DIVISION 09 - FINISHES

09 22 00.00 99 02/10 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00.00 99 08/16 GYPSUM BOARD

09 30 10.00 99 08/17 CERAMIC, QUARRY, PORCELAIN, AND GLASS

TILING

09 51 00.00 99 08/17 ACOUSTICAL CEILINGS

09 62 38.00 99 08/17 STATIC-CONTROL FLOORING

09 65 00.00 99 08/10 RESILIENT FLOORING

09 67 23.14 99 08/16 CHEMICAL RESISTANT RESINOUS FLOORING

09 68 00.00 99 11/17 CARPETING

09 72 00.00 99 08/17 WALLCOVERINGS

09 84 20.00 99 08/16 ACOUSTICAL WALL PANELS

09 90 00.00 99 05/11 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 11 00.00 99 08/20 VISUAL DISPLAY UNITS

10 14 00.20 99 08/17 INTERIOR SIGNAGE

10 21 13.00 99 08/17 TOILET COMPARTMENTS

10 26 00.00 99 08/17 WALL PROTECTION

10 28 13.00 99 08/17 TOILET ACCESSORIES

10 44 16.00 99 05/15 FIRE EXTINGUISHERS

10 51 13.00 99 05/11 METAL LOCKERS

DIVISION 12 - FURNISHINGS

12 24 13.00 99 08/17 ROLLER WINDOW SHADES

12 36 00.00 99 08/18 COUNTERTOPS

12 48 13.00 99 08/17 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 99 08/17 FURNITURE AND FURNITURE INSTALLATION

12 59 00.00 99 08/17 SYSTEMS FURNITURE

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 99 05/09 WET PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

MASTER TABLE OF CONTENTS Page 2

21 13 17.00 99 05/09 DRY PIPE SPRINKLER SYSTEM, FIRE

PROTECTION

21 13 18.00 99 05/09 PREACTION AND DELUGE SPRINKLER

SYSTEMS, FIRE PROTECTION

21 21 00.00 99 04/06 FIRE EXTINGUISHING SPRINKLER SYSTEMS

(RESIDENTIAL)

21 21 03.00 99 02/09 WET CHEMICAL FIRE EXTINGUISHING SYSTEM

21 30 00.00 99 04/08 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00.00 99 11/15 PLUMBING, GENERAL PURPOSE

22 07 19.00 99 08/16 PLUMBING PIPING INSULATION

22 31 00.00 99 02/09 WATER SOFTENERS, CATION-EXCHANGE

(SODIUM CYCLE)

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

23 00 00.00 99 08/10 AIR SUPPLY, DISTRIBUTION, VENTILATION,

AND EXHAUST SYSTEMS

23 03 00.00 99 08/10 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15.00 99 02/14 COMMON PIPING FOR HVAC

23 05 48.00 99 08/15 VIBRATION AND SEISMIC CONTROLS FOR

HVAC PIPING AND EQUIPMENT

23 05 93.00 99 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 07 00.00 99 02/13 THERMAL INSULATION FOR MECHANICAL

SYSTEMS

23 09 00.10 99 02/19 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 11/15, CHG 2: 05/21 INSTRUMENTATION AND CONTROL DEVICES

FOR HVAC

23 09 23.10 99 02/19 LONWORKS DIRECT DIGITAL CONTROL FOR

HVAC AND OTHER BUILDING CONTROL SYSTEMS

23 09 93.10 99 11/15 SEQUENCES OF OPERATION FOR HVAC CONTROL

23 11 25.00 99 11/08 FACILITY GAS PIPING

23 21 13.00 99 04/06 LOW TEMPERATURE WATER (LTW) HEATING

SYSTEM

23 23 00.00 99 10/07 REFRIGERANT PIPING

23 25 00.00 99 11/08 CHEMICAL TREATMENT OF WATER FOR

MECHANICAL SYSTEMS

23 52 00.00 99 04/08 HEATING BOILERS

23 64 10.00 99 11/16 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 65 00.00 99 11/16 COOLING TOWERS AND REMOTE

EVAPORATIVELY-COOLED CONDENSERS

23 81 00.00 99 05/18 DECENTRALIZED UNITARY HVAC EQUIPMENT

23 81 29.00 99 02/20 VARIABLE REFRIGERANT FLOW HVAC SYSTEMS

23 81 47.00 99 08/08 WATER-LOOP AND GROUND-LOOP HEAT PUMP

SYSTEMS

23 83 00.00 99 04/06 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.00 99 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

25 10 10.00 99 02/19 UTILITY MONITORING AND CONTROL SYSTEM

(UMCS) FRONT END AND INTEGRATION

DIVISION 26 - ELECTRICAL

MASTER TABLE OF CONTENTS Page 3

26 00 00.00 99 07/06 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 99 11/10 COMMON WORK RESULTS FOR ELECTRICAL

26 05 26.00 99 08/19 GROUNDING AND BONDING FOR ELECTRICAL

SYSTEMS

26 08 00 08/08 APPARATUS INSPECTION AND TESTING

26 12 19.10 99 05/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00.00 99 02/14 INTERIOR DISTRIBUTION SYSTEM

26 41 00.00 99 11/13 LIGHTNING PROTECTION SYSTEM

26 51 00.00 99 05/16 INTERIOR LIGHTING

26 52 00.00 99 11/17 EMERGENCY LIGHTING

26 56 00.00 99 05/13 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 13.00 99 05/20 TELEVISION DISTRIBUTION SYSTEM

27 05 28.36 99 05/17 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 29.00 99 08/11 PROTECTIVE DISTRIBUTION SYSTEM (PDS)

FOR SIPRNET COMMUNICATION SYSTEMS

27 10 00.00 99 08/11 BUILDING TELECOMMUNICATIONS CABLING

SYSTEM

27 13 23.00 99 11/14 COMMUNICATIONS OPTICAL BACKBONE CABLING

27 21 10.00 99 05/16 FIBER OPTIC DATA TRANSMISSION SYSTEM

27 51 16.00 99 04/06 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 99 08/16 GROUNDING AND BONDING FOR ELECTRONIC

SAFETY AND SECURITY

28 08 10.00 99 05/16 ELECTRONIC SECURITY SYSTEM ACCEPTANCE

TESTING

28 10 05.00 99 05/16 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 64.00 99 08/09 FIRE DETECTION AND ALARM SYSTEM,

ADDRESSABLE

28 31 76.00 99 08/11 INTERIOR FIRE ALARM AND MASS

NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00.00 99 08/08 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20.00 99 08/17 BASE COURSE FOR RIGID AND SUBBASE FOR

FLEXIBLE PAVING

32 12 13.00 99 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.00 99 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19.00 99 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23.00 99 08/16 PAVEMENT MARKINGS

32 18 16.13 99 08/17 PLAYGROUND PROTECTIVE SURFACING

32 31 13.00 99 11/16 CHAIN LINK FENCES AND GATES

32 31 13.53 99 02/20 HIGH-SECURITY FENCES (CHAIN LINK AND

ORNAMENTAL) AND GATES

DIVISION 33 - UTILITIES

33 11 00.00 99 02/18 WATER UTILITY DISTRIBUTION PIPING

33 30 00.00 99 05/18 SANITARY SEWERAGE

33 40 00.00 99 02/10 STORM DRAINAGE UTILITIES

MASTER TABLE OF CONTENTS Page 4

33 71 02.00 99 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00.00 99 04/06 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Master Table of Contents --

MASTER TABLE OF CONTENTS Page 5

SECTION 01 11 00.00 99

SCOPE OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Salvage Plan; G

1.2 PROJECT DESCRIPTION

The construction services necessary to complete this contract includes providing all specifications, licenses, permits, labor, materials, equipment, supervision and management to complete the project in accordance with all existing contract documents, Tobyhanna Army Depot (TYAD) Master specifications and Industrial Design Guide (IDG). Any exceptions shall be submitted in writing.

Any and all dimensions need to be confirmed by the contractor and Tobyhanna is not responsible for the accuracy of the dimensions provided.

Any discrepancies shall be brought to the attention of the Contracting Officer's Representative (COR) immediately.

1.3 PERIOD OF PERFORMANCE

Period of performance for this task order shall be XXX days after issuance of notice to proceed.

1.4 LOCATION

The work is located at the Tobyhanna Army Depot, Tobyhanna, PA, approximately as indicated. The exact location will be shown by the Contracting Officer's Representative (COR).

1.5 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

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

1.6 EXISTING WORK

Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

SECTION 01 11 00.00 99 Page 1

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 COR. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.7 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation (and/or drilling), and comply with Installation requirements for locating and marking underground utilities. Contact local utility locating service a minimum of 14 days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7.1 Notification Prior to Excavation

Notify the COR at least 14 Days prior to starting excavation work.

1.7.2 Tobyhanna Army Depot (TYAD) Excavation Permit

The contractor will be responsible for obtaining and completing the latest Tobyhanna Army Depot excavation permit form ELTY 6433, dated February 2023 provided by the COR.

Contractors shall comply with Tobyhanna Excavation Permit and the Pennsylvania One Call System (POCS). This procedure applies to any excavation 18 inches or deeper including digging, boring, drilling, and driving stakes.

1. The excavator shall outline the proposed excavation site with white paint or mark the corners with white flags before requesting a permit.

2. Request Excavation Permit from TYAD Project COR.

3. Call Pennsylvania One Call System at 800-242-1776 or 811 and submit the TYAD In-House Excavation Permit no less than 10 TYAD operating days prior to excavation.

4. PA One Call System will notify the pertinent facility owners (which includes TYAD).

5. Facility owners will mark their utilities and TYAD will provide a

SECTION 01 11 00.00 99 Page 2 signed permit to the excavator if approved.

6. TYAD has a maximum of three working days to approve a permit. However, a permit may be declined after the ticket from POCS is received due to interference with existing utilities or other conflict(s).

7. Excavator must have a signed permit on the job site at all times.

8. The excavator is responsible for maintaining any markings made by the facilities owners.

9. The excavator is expected to hand dig within thirty (30) inches of marked facilities. (Refer to www.paonecall.org, www.apwa.net, and www.commongroundalliance.com for the regulations and best practices.)

10. Contractor will be responsible for damages to utilities outside of areas site-marked in white. It is the responsibility of the contractor to contact the COR if digging is to occur outside of the PA1CALL purview and such occurances may need additional TYAD Excavation permit(s) and/or POCS ticket(s).

1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The Government will furnish the materials and equipment for installation by the Contractor as listed in the Scope of Work.

1.8.1 Delivery Schedule

Notify the COR in writing at least 14 calendar days in advance of the date on which the materials and equipment are required. Pick up materials and equipment no later than 30 calendar days after such date.

1.8.2 Delivery Location

The materials and equipment are located or will be delivered as described in the Scope of Work Appendix.

1.9 GOVERNMENT-INSTALLED WORK

The Government may install equipment or perform other work at the job site, excluding inspection and testing if it listed in the Scope of Work Appendix.

1.10 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the COR to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the COR. Store and protect salvaged materials and equipment until disposition by the COR.

-- End of Section --

SECTION 01 11 00.00 99 Page 3

SECTION 01 14 00.00 99

WORK RESTRICTIONS

05/24

PART 1 GENERAL

1.1 REFERENCES

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

U.S. Code (USC)

10 USC 6011 Navy Regulations

8 USC 1101 Definitions

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

Statement of Acknowledgement Form SF 1413; G

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Escorting Policy

Primary ontractors, associated sub-contractors and their employees must be able to obtain and hold unescorted access to the installation. Any contractor personnel needing a government escort will be denied access to the installation for this contract unless otherwise approved in writing by the COR.

SECTION 01 14 00.00 99 Page 1

1.3.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer's Representative (COR) will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contracting Officer's Representative, between Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer's Representative approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer's Representative may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer's Representative. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied Building

The Contractor shall be working in an existing building which is occupied.

Do not enter the building without prior approval of the Contracting Officer's Representative.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer's Representative.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the work area during the construction period.

Relocate movable furniture as required to perform the work, protect the furniture, and replace the furniture in its original locations upon completion of the work. Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required paragraph WORK OUTSIDE REGULAR HOURS.

SECTION 01 14 00.00 99 Page 2

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 6 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer's Representative giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

Submit Statement of Acknowledgement Form SF 1413.

1.4.1 Identification Badges

Identification badges, if required, will be furnished without charge.

Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges.

This form is available at http://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf.

Immediately report instances of lost or stolen badges to the Depot Security Office and to the Contracting Officer's Representative.

1.4.2 1.4.1.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion. See section 01 35 53.00 99 TYAD SECURITY REQUIREMENTS for additional requirements.

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SECTION 01 14 00.00 99 Page 3

SECTION 01 30 00.00 99

ADMINISTRATIVE REQUIREMENTS

08/15

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. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

15 CFR 772 Definition of Terms

15 CFR 773 Special Licensing Procedures

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and Completion Pictures; G

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 x 1200 x 24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer's Representative (COR). Submit with the monthly invoice two sets of digital photographs, cumulative of all photos to date. Photographs provided are for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

During the entire period of performance under this contract, provide insurance coverage as required by State law.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, SECTION 01 30 00.00 99 Page 1 capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer's Representative may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 99 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.5.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.5.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer's Representative for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer's Representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer's Representative to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the

SECTION 01 30 00.00 99 Page 2 formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer's Representative will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.7.1 Informal Partnering

The Contracting Officer's Representative will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the COR and the Contractor (typically a conference room provided by the Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer's Representative. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer's Representative a single (only one) e-mail address for electronic communications from the Contracting Officer's Representative related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer's Representative may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer's Representative initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer's Representative, in writing, of any changes to this email address.

1.9 MEETING INVITATIONS/NOTIFICATIONS

Notify the Contracting Officer's Representative of all scheduled meetings a minimum of 48 hours in advance utilizing Microsoft Office Outlook Invite for invitations/notifications unless otherwise noted.

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SECTION 01 30 00.00 99 Page 3

SECTION 01 32 01.00 99

PROJECT SCHEDULE

02/15

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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00.00 99 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

PART 3 EXECUTION

2.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool.

Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

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2.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

2.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer's Representative (COR).

2.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer's Representative directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

2.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

2.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer's Representative will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail.

2.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

2.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

2.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

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b. Submission of mechanical/electrical/information systems layout drawings.

c. Long procurement activities

d. Submission and approval of O & M manuals.

e. Submission and approval of as-built drawings.

f. Submission and approval of DD1354 data and installed equipment lists.

g. Submission and approval of testing and air balance (TAB).

h. Submission of TAB specialist design review report.

i. Submission and approval of fire protection specialist.

j. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

k. Air and water balancing.

l. Building commissioning - Functional Performance Testing.

m. Controls testing plan submission.

n. Controls testing.

o. Performance Verification testing.

p. Other systems testing, if required.

q. Contractor's pre-final inspection.

r. Correction of punch list from Contractor's pre-final inspection.

s. Government's pre-final inspection.

t Correction of punch list from Government's pre-final inspection.

u. Final inspection.

2.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

2.3.6 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end

SECTION 01 32 01.00 99 Page 3 activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer's Representative for approval on a case by case basis.

2.3.6.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

2.3.6.2 End Project Finish Milestone and Constraint

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

2.3.6.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

2.3.6.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

2.3.6.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

2.3.7 Calendars

Schedule activities on a Calendar to which the activity logically belongs. Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week as weather records

SECTION 01 32 01.00 99 Page 4 are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends .

2.3.8 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's Representative's approval.

2.3.9 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

2.3.10 Out-of-Sequence Progress

Activities that have progressed before all preceding logic has been satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer's Representative. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

2.3.11 Added and Deleted Activities

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer's Representative. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer's Representative approval.

2.3.12 Original Durations

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer's Representative.

2.3.13 Leads, Lags, and Start to Finish Relationships

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

a. Leads (negative lags) are prohibited.

b. Start to Finish (SF) relationships are prohibited.

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2.3.14 Retained Logic

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

2.3.15 Percent Complete

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

2.3.16 Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

2.3.17 Cost Loading of Closeout Activities

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

2.3.17.1 As-Built Drawings

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, whichever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

2.3.17.2 O & M Manuals

Cost load the "Submission and approval of O & M manuals" activity not less than $20,000 or 1 percent of the present contract value, whichever is greater, up to $200,000.. Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

2.3.18 Anticipated Adverse Weather

Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

2.3.19 Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before

SECTION 01 32 01.00 99 Page 6 the contractually required completion date.

a. No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and man-hours) and the Government agreeing that the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

2.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

2.4.1 Preliminary Project Schedule Submission

Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval. The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan) as well as design activities, planned submissions of all early design packages, permitting activities, design review conference activities, and other non-construction activities intended to occur within the first 90 calendar days. Government acceptance of the associated design package(s) and all other specified Program and Plan approvals must occur prior to any planned construction activities. Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code (FOW).

2.4.2 Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 42 calendar days after notice to proceed is issued. The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. No payment will be made for work items not fully detailed in the Project Schedule.

2.4.3 Periodic Schedule Updates

Update the Project Schedule on a regular basis, monthly at a minimum.

Provide a draft Periodic Schedule Update for review at the schedule update

SECTION 01 32 01.00 99 Page 7 meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress.

a. Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

b. AS and AF dates must match the date(s) reported on the Contractor's Quality Control Report for an activity start or finish.

2.5 SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic Schedule Update throughout the life of the project:

2.5.1 Schedule Reports

The format, filtering, organizing and sorting for each schedule report will be as directed by the Contracting Officer's Representative.

Typically, reports contain Activity Numbers, Activity Description, Original Duration, Remaining Duration, Early Start Date, Early Finish Date, Late Start Date, Late Finish Date, Total Float, Actual Start Date, Actual Finish Date, and Percent Complete. Provide the reports electronically in .pdf format. Provide 2 set(s) of hardcopy reports. The following lists typical reports that will be requested:

2.5.1.1 Activity Report

List of all activities sorted according to activity number.

2.5.1.2 Logic Report

List of detailed predecessor and successor activities for every activity in ascending order by activity number.

2.5.1.3 Total Float Report

A list of all incomplete activities sorted in ascending order of total float. List activities which have the same amount of total float in ascending order of Early Start Dates. Do not show completed activities on this report.

2.5.1.4 Earnings Report by CLIN

A compilation of the Total Earnings on the project from the NTP to the data date, which reflects the earnings of activities based on the agreements made in the schedule update meeting defined herein. Provided a complete schedule update has been furnished, this report serves as the basis of determining progress payments. Group activities by CLIN number and sort by activity number. Provide a total CLIN percent earned value, CLIN percent complete, and project percent complete. The printed report must contain the following for each activity: the Activity Number, Activity Description, Original Budgeted Amount, Earnings to Date, Earnings this period, Total Quantity, Quantity to Date, and Percent Complete (based on cost).

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2.5.2 Network Diagram

The Network Diagram is required for the Preliminary, Initial and Periodic Updates. Depict and display the order and interdependence of activities and the sequence in which the work is to be accomplished. The Contracting Officer's Representative will use, but is not limited to, the following conditions to review compliance with this paragraph:

2.5.2.1 Continuous Flow

Show a continuous flow from left to right with no arrows from right to left. Show the activity number, description, duration, and estimated earned value on the diagram.

2.5.2.2 Project Milestone Dates

Show dates on the diagram for start of project, any contract required interim completion dates, and contract completion dates.

2.5.2.3 Critical Path

Show all activities on the critical path. The critical path is defined as the longest path.

2.5.2.4 Cash Flow / Schedule Variance Control (SVC) Diagram

With each schedule submission, provide a SVC diagram showing 1) Cash Flow S-Curves indicating planned project cost based on projected early and late activity finish dates, and 2) Earned Value to-date.

2.6 WEEKLY PROGRESS MEETINGS

Conduct a weekly meeting with the Government (or as otherwise mutually agreed to) between the meetings described in paragraph entitled PERIODIC SCHEDULE UPDATE MEETINGS for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks.