Attachment D - Vol_1_BOF HEC Original Documents Submittal Specifications 29 October 2021.pdf

Battalion Operations Facility Humphreys Engineer Center, Alexandria, Virginia

Project Number 91018

Specifications

29 October 2021

W912HD19D2000

Delivery Order W912DR20F0205

Volume I of IV

- Volume I of IV

ARCHITECTURAL

ELECTRICAL MECHANICAL

STRUCTURAL CIVIL

FIRE PROTECTION

TELECOMMUNICATIONS

C O

M

MONWEALTH OF VIRGINIA

P

R O

FESSIONAL ENGIN

EE

R

PETER Q. LOMAX

Lic. No. 0402062554

10/29/2021

10/29/202110/29/2021

Battalion Operations Facility Solicitation No: TBD Humphreys Engineer Center, Alexandria, Virginia Project Number: 91018

PROJECT TABLE OF CONTENTS Page | 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

ATTACHMENT – SUBMITTAL REGISTER

ATTACHMENT B – ENG FORM 2025, MAY 2017

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

ATTACHMENT A – CGP NOTICE OF TERMINATION

ATTACHMENT B – REGISTRATION OF STATEMENT 2019

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

APPENDIX A – OWNER’S PROJECT REQUIREMENT DOCUMENT

APPENDIX B – BASIS OF DESIGN

APPENDIX C – DESIGN PHASE COMMISSIONING PLAN

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 45 00 PRECAST ARCHITECTURAL CONTCRETE

DIVISION 04 – MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

PROJECT TABLE OF CONTENTS Page | 4

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 – COMMUNICATIONS

27 05 10 COMMON WORK RESULTS FOR AUDIO-VIDEO SYSTEMS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.33 CONDUITS AND BACKBOXES FOR AUDIO-VIDEO (AV) SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 41 16 AUDIO-VIDEO SYSTEMS BASIC MATERIALS AND METHODS

27 41 16.20 AUDIO-VIDEO SYSTEMS NARRATIVE

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 61 00 AGGREGATE PIERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 10 PAVEMENT DRAINAGE LAYER (RDM)

32 11 23 DENSE GRADED AGGREGATE (DGA) BASE COURSE

32 12 17.05 BITUMINOUS PAVING - VIRGINIA (SUPERPAVE)

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 31 13 CHAIN LINK FENCES AND GATES

32 31 13.53 HIGH SECURITY FENCES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE SYSTEM

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents –

PROJECT TABLE OF CONTENTS Page | 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 19 00 WATER REPELLENTS

07 21 13 BOARD INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.10 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 – EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 32 00 MANUFACTURED METAL CASEWORK

12 36 00 COUNTERTOPS

PROJECT TABLE OF CONTENTS Page | 3

12 48 13 ENTRANCE FLOOR MATS

12 50 00.13 00 FURNITURE AND FURNITURE INSTALLATION

DIVISION 14 -CONVEYING EQUIPMENT

14 21 23 MACHINE-ROOM-LESS ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 – FIRE SUPPRESSION

21 13 13.10 WET PIPE SPRINKLER SYSTEMS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

22 14 29.00 40 SUMP PUMPS

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

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

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

CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 52 00 HEATING BOILERS

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 65 00 COOLING TOWERS AND REMOTE EVAPORATIVELY-COOLED CONDENSERS

23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (HVAC)

ATTACHMENT – HVAC SYSTEM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (ELEC

GENERATOR)

ATTACHMENT – GEN SYSTEM

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (ELEC

UPS)

ATTACHMENT – UPS SYSTEM

25 05 11.04 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (ELEC

SWITCHBOARD)

SWBD SYSTEM

25 05 11.05 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (ESS)

ESS SYSTEM

25 05 11.07 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (FA/MNS)

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

INTEGRATION

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 LOCATION OF UNDERGROUND UTILITIES

1.2.1 Notification Prior to Excavation

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the construction of a new three-story 43,100 square feet Battalions Operations Facility (BOF), with associated site work. The new facility consists of both secure and non-secure spaces and contains open office space, break rooms, conference rooms, individual offices, restrooms and related spaces. Other work includes plumbing, electrical, HVAC, mass notification and fire protection, and both secure and non-secure telecommunications systems.

1.1.2 Location

The work is located at the Humphreys Engineer Center (HEC) in Alexandria, Virginia, as showns on Sheet G-001 .

1.2 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours 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.

1.2.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 2

-- End of Section --

SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS AND CONSTRUCTION SECURITY PLAN

11/11

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Access Roster

1.2.2 Cleared American Guard (CAG)

1.2.3 Cleared Escort (CE)

1.2.4 Cleared Personnel (CP)

1.2.5 Daily Access Logs

1.2.6 Secure Area (SA)

1.2.7 Secure Storage Area (SSA)

1.2.8 Construction Security Technician (CST)

1.2.9 Site Security Manager (SSM)

1.2.10 Uncleared Personnel (UP)

1.2.11 U.S. Citizen

1.2.12 U.S. Person

1.2.13 Vetted/Vetting

1.3 SUBMITTALS

1.4 CONSTRUCTION PERSONNEL

1.5 CONTACT PERSONNEL

1.6 DAILY REPORTS, DELIVERY REPORTS, AND DAILY ACCESS LOGS

1.7 CONSTRUCTION SECURITY PLAN

1.7.1 Objective of Construction Security

1.7.2 Identification Badges

1.7.3 Citizenship Requirements

1.7.4 Guard Services

1.7.5 Physical Site Security

1.7.6 Access Control

1.7.6.1 Construction Site Access

1.7.7 Construction Materials

1.7.8 Additional Restrictions

1.7.9 Security Procedures Compliance

1.7.10 Information Security Construction Plans and Documents

1.7.11 Implementation of the Construction Security Plan

1.8 CONTRACTOR ACCESS TO PREMISES

1.8.1 No Smoking Policy

1.8.2 Working Hours

1.8.3 Work Outside Regular Hours

1.8.4 Occupied and Existing Buildings

1.8.5 Utility Cutovers and Interruptions

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 14 00 Page 1

SECTION 01 14 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS AND CONSTRUCTION SECURITY PLAN

11/11

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. DEFENSE INTELLIGENCE AGENCY (DIA)

ICS 705-1 (2010) Physical and Technical Security Standards for Sensitive Compartmented Information Facilities

1.2 DEFINITIONS

1.2.1 Access Roster

A list of all personnel (contractor, subcontractor, government, vendors, etc.) who have been vetted by the government and Site Security Manager (SSM), and are authorized to have access to the construction site.

1.2.2 Cleared American Guard (CAG)

Cleared American Guard will be assigned to the project to oversee the security operations and to manage the CSP and Security Force. The CAG will hold at a minimum an active Secret Clearance and have 3 years' experience of working as part of a Construction Surveillance team on a cleared project related to Comms installation, SCIF construction, or ICD 705. The CAG will verify worker credentials and access to the secure work space.

The CAG will also monitor and oversee the loading and unloading of the materials scheduled to be installed in the secure area , and is required at the construction site entrance or at the entrance of the secure perimeter .

The CAG will inform the CST SSM and the Contractor of any breach of protocol of the security plan. The CAG will be responsible once the construction of the first floor secure perimeter partition types has begun. The CAG duty hours will be during CTR daily working hours.

1.2.3 Cleared Escort (CE)

Contractor will provide Cleared Escorts to monitor un-cleared workers within the Secure Spaces and Secure Storage. Contractor to provide Cleared Escorts in sufficient numbers to ensure that escorts reasonably maintain visual contact (line of sight) with all un-cleared workers under their charge. Cleared Escorts will have a minimum active Secret Clearance and have 3 years' experience in performing Construction Surveillance. Workers will be required to be escorted once the construction of the first floor secure perimeter partition types has begun.

1.2.4 Cleared Personnel (CP)

Cleared personnel are individuals listed on the Access Roster would have

SECTION 01 14 00 Page 3 been validated by the SSM as having a SECRET security clearance or higher and are authorized to have access to the construction site. Cleared personnel will not require escort observation.

1.2.5 Daily Access Logs

The daily log of all personnel who have accessed the construction site and Secure Area. The Daily Access Logs shall be recorded by the CAGs and/or local guards from the access control points.

1.2.6 Secure Area (SA)

The drawings designate the secure area as identified by "secure partitions". Only those workers previously approved for access by the SSM and CAG shall have access to this space. The CTR will be required to secure the "Secure Area" during non working hours via a construction access door or securing the perimeter construction fence.

1.2.7 Secure Storage Area (SSA)

A secure area within the fenced construction site (or within the existing building where indicated) for the temporary storage of building materials until required for installation within the Secure Area. If located within the fenced area, the SSA shall be a steel CONNEX or Sea Land containers.

The SSA containers shall have a GSA high security lock. Access to the SSA is limited to CAGs, Cleared Escorts, or other cleared personnel.

1.2.8 Construction Security Technician (CST)

The contractor employee who has been designated as the person responsible for the overall management of construction security in accordance with ICS 705-1 and IC Tech Spec for ICS/ICD 705. The CST will hold at a minimum an active Secret Clearance and have 3 years' experience of working as part of a Construction Surveillance team on a cleared project related to Comms installation, SCIF construction, or ICD 705. The CST may be filled in a "dual hat" position if additional duties do not interfere with either position.

1.2.9 Site Security Manager (SSM)

The government official who has been designated as the person responsible for the overall management of construction security in accordance with ICS 705-1 and IC Tech Spec for ICS/ICD 705. The SSM is located in Building 2596.

1.2.10 Uncleared Personnel (UP)

All personnel who do not possess, at minimum, a validated SECRET Security clearance, but have been vetted to access the construction site.

All uncleared personnel working within the Secure Area must be escorted and observed by a Cleared Escort or CAG within the Secure Area or adjacent spaces.

1.2.11 U.S. Citizen

A person born or naturalized as a United States Citizen.

SECTION 01 14 00 Page 4

1.2.12 U.S. Person

A person who has been lawfully admitted for permanent residence into the United States as defined in 8 U.S.C. 1101(a) (20) or who is a protected individual as defined by 8 U.S.C. 1324b(a) (3).

1.2.13 Vetted/Vetting

The process of performing a background check on someone before offering them employment or allowing them access to the construction site. For this contract, vetting also includes the process of verifying U.S. Citizenship or legal residency within the United States and a national criminal background check. The CTR will follow requirements for access to HEC and Ft. Belvoir.

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 will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Vehicles ; G

Daily Access Logs ; G

Contact Personnel ; G

Security Awareness Briefing ; G

Security Incident Report ; G

1.4 CONSTRUCTION PERSONNEL

a. An Access Roster of all construction personnel to include guards and escorts requiring access to the construction site shall be provided to the Contracting Officer and SSM. This roster shall include a full name and clearance level of each worker (i.e., Cleared, Uncleared, U.S.

Citizen, U.S. Persons).

b. The Access Roster shall be maintained and updated by the Contractor until the project is accepted by the government. As new personnel are added or removed, an updated copy of the Access Roster shall be resubmitted to the Contracting Officer and SSM.

c. The SSM will provide the Contractor with a list of all Government personnel authorized to access the construction site and Secure Area and to be included on the Access Roster.

d. Upon establishment of the "secure perimeter" all workers within the "secure perimeter" must have a minimum secret security clearance or be escorted observed by a member of the security team that does. Workers duties not within the "secure perimeter" will not require a minimum secret clearance and will not require escort observation.

e. All construction personnel will be provided a Security Awareness

SECTION 01 14 00 Page 5

Briefing . Documentation of the Security Awareness briefing shall be maintained by the Contractor and provided to the Contracting Officer on request.

1.5 CONTACT PERSONNEL

Submit a list of contact personnel for the Contractor and subcontractors including full names, addresses, and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, resubmit the list to the Contracting Officer and SSM. The list shall be marked and maintained, " Controlled Unclassified Information ".

Submit a full list of all Construction Vehicles . As changes occur and additional information becomes available, resubmit the list to the Contracting Officer and SSM. The list shall be marked and maintained, "For Official Use Only".

1.6 DAILY REPORTS, DELIVERY REPORTS, AND DAILY ACCESS LOGS

The contractor's Daily Reports, Material Delivery Reports, and Daily Access Logs shall be provided to the Contracting Officer and SSM at the end of each work day.

1.7 CONSTRUCTION SECURITY PLAN

1.7.1 Objective of Construction Security

The objective of this Construction Security plan is to control access to the construction site. This will include screening and escorting personnel within construction site as outlined within this plan. In addition to personnel; this program will also screen and escort all material and tools within the secure construction area. The goal is to maintain control of construction material and activities within the secure construction area.

This program shall also provide monitoring and observation of the construction workers as they accomplish their various construction tasks to ensure that the secure space does not become compromised.

1.7.2 Identification Badges

Contractor is responsible for creating and issuing jobsite badges to be worn by all personnel at the jobsite. Badges will be color coded to signify worker's clearance and escort requirements. Day visitors will be issued a visitor badge and will be required to be escorted throughout the entire project site. Badges will also be designated with if the person has been cleared to carry and cell phone. For a person cleared to take photographs a unique identifier will be placed on the badges. Prior to a construction badge being issued, the worker's eligibility report (E-verify) shall be submitted to the Prime Contractor to ensure that all workers on the project are legal US citizens. These reports shall be filed for inspection by the SSM.

1.7.3 Citizenship Requirements

Construction conducted under this contract is restricted to U.S. companies using U.S. Citizens or U.S. persons. The free online program "E-Verify" shall be used to verify the status of all design and construction personnel. Copies of the E-Verify reports for all design and construction personnel shall be maintained by the Contractor a the project site and made available for inspection by the SSM. E-Verify service is available at

SECTION 01 14 00 Page 6 www.uscis.gov. This will apply to the Prime Contractor and to all subcontractors.

1.7.4 Guard Services

Guard services are the responsibility of the Contractor. The Contractor shall provide guard services during construction work hours, stated herein. During construction work hours, the Contractor shall provide as required, additional CAGs above the minimum to meet the work load demands as work within the Secure Area progresses to maintain schedule progress and work load.

1.7.5 Physical Site Security

a. Perimeter Security Fence. Galvanized Chain Link fence will be installed around the perimeter of the construction site as indicated on the drawings prior to work in the building taking place. The fence will be provided with privacy screening and shall be within 2 inches of grade to prevent any access from beneath the fence fabric, and be 6 feet in height. Access gates will be provided for material, equipment, and personnel access; however, one gate will be designated as the main entry point which will be manned by a local guard during construction hours. All other access points will remain locked unless prior notification has been provided and the location is manned by security personnel. The Project Superintendent and CAG will perform weekly inspections of the fencing to ensure the fencing is in good order and secure and log findings in the security Log, any violations will be noted on the Security Violation Log. The Local Guards as part of their patrols will report any issues they find. Any deficiencies with the perimeter fencing will be corrected within 24 hours. All gates but the main gate will be locked from the inside of the project site.

b. Fence Materials. Chain-link fences must be constructed with 9-gauge or heavier galvanized steel wire mesh with mesh openings not larger than 2 inches per side, and have twisted and barbed selvages at the top and the bottom. The wire must be taut and securely fastened to rigid metal. It must reach within 2 inches of hard ground or pavement. On soft ground, it must reach below the surface deep enough to compensate for shifting soil or sand.

c. Gates and Entrances. Gates will be secured with GSA high security locks. Semi-active entrances, such as less frequently used vehicular gates, must be locked from the inside when not in use. Care must be afforded against the ability to crawl under gates.

d. Utility openings. Any trenches or culverts through the perimeter, and any other below-grade chases 10 inches or more in diameter, including any existing passages, must have security measures equivalent to that of the perimeter. Access to any below grade chases must be secured to prevent unauthorized opening.

e. Fence and Gate Maintenance. Any weaknesses or breaches in the fence as a result of weathering or damage must be reported to the SSM as soon as discovered, and must be repaired immediately. Any temporary repair measures must be replaced by permanent repairs within 24 hours. Any damage that may have been caused by intrusion must also be reported to the SSM immediately. See also paragraph 1.10.4.a.

SECTION 01 14 00 Page 7

1.7.6 Access Control

1.7.6.1 Construction Site Access

a. The Contractor will provide all construction workers, visitors and 3rd party personnel (Government employees, inspectors, etc.) with ID badges with the worker's picture on the badge. All workers must present their assign badge to gain access to the project site to the local guard who will be stationed at the main gate. The badges will be issued from the Contractors construction field office. The badges are described in paragraph 1. 7.2 . The CAG will maintain a daily log book to record all deliveries to the project site as well as those workers who were on site. All workers shall be submitted to the SSM for approval prior to them gaining access to the project site once security controls are constructed. In addition, the SSM shall be notified 24 hours in advance of all material deliveries for work within the secure space.

1.7.7 Construction Materials

a. All materials for this project shall be procured by the contractor and stored within the construction site.

b. All materials entering the construction site will have prior approval from the SSM. The Prime Contractor shall provide 24-hour notice of material deliveries. Documentation of construction material will be maintained on file at the construction site.

c. Secure Storage Area (SSA)

(1) All materials must be stored within the perimeter security fence, secured by a high security lock.

1.7.8 Additional Restrictions

a. Personal cell phones and cameras are prohibited from the secure area.

If found, personal cell phones and cameras may be confiscated by the General Contractor, CAG, USACE, or the SSM. If a contractor requires cell phones for safety purposes, they must submit a formal request to the SSM for approval. Cameras required for progress and accreditation photos shall be approved by the SSM prior to use. Photos taken on the jobsite shall not be posted on the internet or be used for marketing material.

b. Work Requiring Security Clearance

(1) All communications infrastructure designated to process information at higher classification levels (JWICS, TS/SCI, Yellow, etc.) shall be installed by Cleared Personnel. Any systems that process classified data (i.e. servers, switches, desk tops) shall be installed by cleared personnel. The ESS system shall be installed by a UL 2050 listed contractor.

c. Security Awareness Briefing: As part of our Site Safety Orientation program for all new workers on the jobsite, the Contractor will include a Security Briefing to all workers outlining the Construction Security Plan and what is expected of all parties working on the jobsite. The outline for the briefing will be provided by the

SECTION 01 14 00 Page 8

Contracting Officer, Each person on the jobsite must be briefed at least once, whether they are cleared or un-cleared personnel.

1.7.9 Security Procedures Compliance

a. The SSM will have complete access to the work site to ensure proper security procedures are maintained. The SSM will report any security inconsistencies or unauthorized work or materials found and any required actions to the US Army Corp of Engineers and/or the CAG for corrective action, and for notation in the Security Incident Report .

Workers, depending on the type of infraction, will be given one warning of a security violation. Upon a second violation, the worker will be removed from the project site permanently. All violations will be noted in the Security Incident Report.

1.7.10 Information Security Construction Plans and Documents

a. When not in use, all construction drawings and related documents maintained on-site shall be secured in a metal plan file or file cabinet and locked with a high security hasp and GSA approved padlock or GSA approved container. Unless noted otherwise, the electronic security systems drawings, specifications, shop drawings, and submittals maintained on-site shall be treated as, "Controlled Unclassified Information (CUI)". Under no circumstance should plans, diagrams, etc., be sent or posted on unprotected information technology systems or Internet venues without file protection measures (i.e., password authentication, encrypted e-mails, etc.) approved by the SSM.

b. The terms, "SCIF", "Sensitive Compartmented Information Facility", or ICS/ICD 705 shall be minimized and not on any title sheets (shop drawings, data sheets, etc.). The terms shall also be avoided in verbal conversations within the construction site. All CUI digital material shall be password protected or encrypted if digitally transferred (via email or drop sites).

1.7.11 Implementation of the Construction Security Plan

a. The Prime contractor shall include language within each of the subcontracts for the project outlining to the subcontractors that they are to follow the Construction Security Plan for this project. The Prime contractor shall also provide the Construction Security Plan to all material suppliers and vendors working on the project. Purchases for this project will be designated as "TSF" or "MSF" for that project. No mention of Secure Area or SCIF will be utilized.

1.8 CONTRACTOR ACCESS TO PREMISES

All Contractor traffic will enter and depart HEC through the Leaf Street Gate. Refer to the drawing's "G" sheets. All persons entering HEC are subject to search. Prohibited items include firearms of any kind, knives exceeding three inches in length, or any other form of dangerous weapon.

Violators are subject to criminal prosecution. All vehicles are subject to search by HEC Security Guards; the Contractor should anticipate delays in the morning due to high traffic volume. Refer to paragraph "Working Hours".

To assist and facilitate Contractor vehicular traffic entering the installation, HEC has created a queuing area with inspection area adjacent to the Leaf Gate. Refer to the drawing "G" sheets.

SECTION 01 14 00 Page 9

1.8.1 No Smoking Policy

Smoking is prohibited on HEC.

1.8.2 Working Hours

Regular working hours must consist of an 9 hour period between 7 a.m. and 4:00 p.m., Monday through Friday, excluding Government holidays.

HEC security advises that traffic through the Leaf Gate is heaviest from 7 am to 9 am, and from 3 pm to 5 pm, Monday through Friday.

1.8.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer 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 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. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise. Provide 21 calendar day prior to such utility cutover work to allow arrangements to be made by the Government for coordinating and inspecting the work, giving the specific dates, hours, location, type of cutover to be performed, contract number and project title.

1.8.4 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

1.8.5 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 in paragraph WORK OUTSIDE REGULAR HOURS.

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, compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to 4 hours. This time limit includes time for deactivation and reactivation.

d. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

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PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 14 00 Page 11

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROGRESS AND COMPLETION PICTURES

1.4 MINIMUM INSURANCE REQUIREMENTS

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

1.5.2 Superintendent Qualifications

1.5.2.1 Duties

1.6 PRECONSTRUCTION CONFERENCE

1.7 INFORMAL PARTNERING

1.8 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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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

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 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Progress and Completion Pictures

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide, as directed and at intervals specified by the Contracting Officer, digital photographs, 1600 x 1200 x 24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Photographs provided are for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage as specified in the project solicitation.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, 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 5 years experience in

SECTION 01 30 00 Page 2 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 may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

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.

1.6 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the safety program, submittals, and prosecution of the work clear expectations of the "Interim DD Form 1354" Submittal , and the proceses for joint risk management between the Contractor and the Government . Major subcontractors who will engage in the work must also attend.

1.7 INFORMAL PARTNERING

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six weeks intervals.

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

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 a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer 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 initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

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PART 2 PRODUCTS

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SECTION 01 30 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.8 Calendars

3.3.8.1 Procedure for Determination

3.3.8.2 Anticipated Adverse Weather Delays

3.3.8.3 Impact

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

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3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G, RO

Preliminary Project Schedule ; G, RO

Initial Project Schedule ; G, RO

Periodic Schedule Update ; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01.00 10 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. 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 of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers 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).

3.2 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.

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3.2.1 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.

3.2.2 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 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.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 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 will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 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.

3.3.3 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.

3.3.4 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).

b. Submission, review and acceptance of features require design completion

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

d. Long procurement activities

SECTION 01 32 01.00 10 Page 5

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

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

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

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. 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.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

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

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 . This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil .

The SDEF format is as follows:

SECTION 01 32 01.00 10 Page 6

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than…