Ft.Lee_Specs_Vol_1_Sept_2016.pdf

US Army Corps of Engineers Norfolk District

SPECIFICATIONS

Training Support Facility

Ft. Lee, VA.

Volume 1 of 3

REQUEST FOR PROPOSAL: W91236-17-R-0002

CONTRACT NO.:

DATE Sept, 2016

THIS PAGE LEFT INTENTIONALLY BLANK

Training Support Facility, Ft. Lee, VA LEETSF

TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

VOLUME 1

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00.10 50 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 30 00.20 50 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 50 PROJECT MEETINGS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00.00 50 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 26.00 50 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 02.00 50 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 50 CONTRACTOR QUALITY CONTROL

01 50 02.00 50 TEMPORARY CONSTRUCTION FACILITIES

01 57 19.00 20 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02.00 50 CLOSEOUT SUBMITTALS

01 78 23.00 50 OPERATION AND MAINTENANCE DATA

01 91 00.80 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 43.00 10 POLISHED CONCRETE FLOOR FINISHING

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 21 13.13 NONBEARING MASONRY VENEER/STEEL STUD WALLS

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

TABLE OF CONTENTS Page 2

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 21 19 SPRAYED POLYURETHANE FOAM INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 31 22 LEAK BARRIER UNDERLAYMENT (Ice Damming)

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

Volume 2

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 59 VAULT DOORS AND DAY GATES

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 LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 66 23 RESINOUS MATRIX TERRAZZO FLOORING

09 68 00 CARPETING

09 83 13 SPRAY APPLIED FIBERGLASS - ACOUSTICAL COATING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 40 VERTICALLY FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS, CABINETS AND WALL BRACKETS

10 51 13 METAL LOCKERS

10 56 26 MOBILE STORAGE SHELVING UNITS (MECHANICALLY ASSISTED)

TABLE OF CONTENTS Page 3

DIVISION 11 - EQUIPMENT

11 13 20.13 LOADING DOCK SCISSOR LIFT

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 93 00 SITE FURNISHINGS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 15 00.00 20 LOW PRESSURE AIR PIPING

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

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

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 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 52 00 HEATING BOILERS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

23 75 13.00 10 CUSTOM PACKAGED, OUTDOOR, CENTRAL-STATION AIR-HANDLING

UNITS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

Volume 3

DIVISION 25 - INTEGRATED AUTOMATION

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

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 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

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

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

TABLE OF CONTENTS Page 4

DIVISION 27 - COMMUNICATIONS

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 23 23 BACKFILLING-EXPANDED POLYSTYRENE (EPS) BLOCKS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 10 00 BITUMINOUS CONCRETE PAVEMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS PAVEMENT

32 11 26.16 BITUMINOUS CONCRETE BASE COURSE

32 12 16 HOT MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 13 43 PERVIOUS CONCRETE PAVING

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

33 46 13 FOUNDATION DRAINAGE SYSTEM

33 46 16 SUBDRAINAGE SYSTEM

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

Work includes demolition of an existing parking lot and stormwater infrastructure to facilitate construction of an approximately 120,000 SF training support facility with installation of underground utilities, site grading, sidewalks, parking lots, and fire lanes as indicated. Scope of work also requires coordination, scheduling, and sequencing of trades and work for site grading, slab on grade, and erection specifically to accommodate relocation of two (2) large, heavy historic artifacts needing to be installed within the structure prior to building enclosure as indicate for Marco area. Relocation of these historic artifacts is contracted separately by the Government to a Historic Artifact Relocation Contractor (NIC) to perform restoration and relocation of artifacts. Work under the separate historic artifact relocation contract is as follows:

1.1.1.1 Historic Artifacts Installed By Historic Artifact Relocation Contrator After Construction

Contractor shall be aware of artifacts installed by Government after contract completion. Some artifacts are to be suspended (hung from exposed structure) in Macro area and others placed. Contractor shall be required to accommodate open space for hanging artifacts, without crossing open space with ducts, fire-suppression piping, conduit, and/or piping.

Artifacts suspended from structure include the following:

1. One (1) German Bomb, WWII, 12'11" X 10'11" (Hanging)

2. One (1) US Missile (Inert), Guided Surface-to-Air, 34'4" X 7'2" X 9' (Hanging)

3. One (1) German Missile (Inert), Guided Surface-to-Air, 18'2" X 9' (Hanging)

4. Three (3) ARMAG Structures - each weighing 71,500 pounds, 40' X 15' X 10', MFD is ARMAG, serial number 2352-02 (Placed)

1.1.1.2 Historic Artifacts Installed By Historic Artifact Relocation Contrator During Construction

Contractor shall coordinate, schedule, and accommodate installation of artifacts by others (NIC), specifically in the Macro area, located between column lines 3 and 12, G and H, as indicated. Contractor shall allow 60 calendar days after placement of concrete slab on grade and before the erection of structural steel and roof deck in the area previously identified to accommodate installation of these two (2) artifacts by others (NIC). Artifacts include the following:

1. German made - Krupp 28-cm-Kanone 5 (E) also known as "Anzio Annie", an approximately 200 ton, 100' long heavy railway gun.

SECTION 01 11 00 Page 1

2. M65 Atomic Cannon also known as "Atomic Annie", an approximately 83 ton, 85' long artillery piece plus a tow tractor at each end.

1.1.2 Location

The work shall be located at Fort Lee, Virginia on the site bounded by Lee Ave, Va State Hwy 36, Shop Road, and 22nd Street, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

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

1.3 EXISTING WORK

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

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

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

1.4 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation. Scan the construction site with 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 to be specified or removed but 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.

1.4.1 NOTIFICATION

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within 5 miles of the construction site.

Contractor shall maintain property control records for material or

SECTION 01 11 00 Page 2 equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

All work must meet LEED 2009 Silver certification requirements.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 30 00.10 50

PROJECT WORK REQUIREMENTS AND RESTRICTIONS

07/07

PART 1 GENERAL

1.1 DEFINITIONS

a. Facility: The facility is:

Fort Lee.

b. Abbreviations:

CO: Contracting Officer or his authorized representative.

1.2 SPECIAL CONTRACTOR REQUIREMENTS

1.2.1 Project Phasing and Performance period

The Contractor shall complete the work within the duration specified in Section 00 73 00 "Contract Requirements".

1.2.2 STRUCTURAL DRAWING DIMENSIONS

The building layout, including both horizontal and vertical dimensions, is shown on the Architectural sheets contained in the contract drawings.

The Contractor shall use the dimensions from the Architectural sheets to obtain dimensions for foundation layout and structural members as necessary to prepare all shop drawings and fabricate structural members.

There may be some instances where the Contractor shall have to adjust actual dimensions to the submitted items that he will use, to finalize the location of a structural member. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

1.3 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors.

Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.4 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Facility which pertain to personnel. The Contractor shall erect fences and signs as specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project site

SECTION 01 30 00.10 50 Page 1 shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Facility access shall be restricted. Contractor shall comply with current security requirements. All vehicles shall be registered with the military police.

1.4.1 Security Requirements Fort Lee, VA

No employee or representative of the Contractor will be admitted to the work site unless he furnishes satisfactory proof that he is a citizen of the United States or has proper identification to work in the United States.

a. Personnel Information - All authorized non-military personnel utilizing the base are required to have in their possession at all times a Base Visitor Pass or Base Identification. Proof of identity is required to obtain a visitor pass or Base Identification. The Visitors Center is open Monday through Friday except Federal holidays from 7:00 a.m. to 3:00 p.m. A minimum of 10 working days prior to start of work, the Contractor shall furnish the Contracting Officer the following information for Contractor and subcontractor personnel required to enter the Base:

(1) Contract Number

(2) Beginning Date (Month, Day, Year)

(3) Ending Date (Month, Day, Year)

(4) Name of the company (The Prime Contractor and Sub Contractor)

(5) Full Name of the employee (First, Middle and Last)

(6) Address of Current (Employee's) Residence (Bldg#, Street, City, State, Zip or City and Country)

(7) Social Security Number (SS#)

(8) US Citizen (Yes / No)

(9) Gender (Male/Female)

(10) Race (American Indian or Alaska Native, Asian, Black or African American, Native Hawaiian or Other Pacific Islander, and White)

(11) Date of Birth (Month, Day, Year)

(12) Place of Birth (City, State, Country)

b. The Security Department will run a criminal history check on Contractor employees as a condition of employment. Official proof of identity or naturalization papers may be required, which will be returned once entered into the security computer system. Based on the results of the criminal history check, the Security Officer will or will not grant entry to the Base. If entry is denied, the Contractor will be immediately notified. FT Lee Security may require updating or rechecking criminal history based on the duration of the contract. NOTE: FT Lee Security has been denying entry to persons whose police record checks are positive.

c. Proof of Identity -Official identification can consist of copies of birth certificates, valid federal identification, valid state

SECTION 01 30 00.10 50 Page 2 identification, or valid naturalization papers. Examples of official identification are valid state issued driver's license, military ID card, military dependent ID card, green card, etc. Expired identification is not valid.

d. Base Entry Passes - Contractor base entry passes will be valid for entry from 6:00 a.m. to 6:00 p.m., Monday through Friday except for Federal holidays, unless prior arrangements have been made with the Contracting Officer, and FT Lee Security has been notified. The passes are the property of the base and are to be returned to Visitors Control at the North Gate upon completion of the contract or termination of employment. Replacement passes must be requested in writing and be accomplished by written authorization from the Contracting Officer.

Compliance with this requirement is mandatory and certification thereof to the Contracting Officer is required prior to submitting final invoices.

Failure to return badges will hold up Contractor's final payment.

e. Contractor Responsibility for Employees - The Contractor is responsible for employees under his employment. Ensure that employees are familiar with and obey station traffic, safety, and security regulations.

g. Firearms, Weapons, Alcoholic Beverages, Illegal Drugs, and Contraband are prohibited on FT Lee property. Violators may be prosecuted. State issued/authorized concealed weapons permits are not valid on Federal (FT Lee) property.

h. Motor Vehicle Operation - Ingress and egress of personnel will be subject to the FT Lee security regulations.

(1) All personnel must be made aware of the base speed limits:

25 mph (unless otherwise posted)

Speed limits are enforced and violators will be ticketed. FT Lee traffic violations are processed through the federal court system.

(2) Seat belts are MANDATORY.

(3) Parking is in designated areas only, between two white lines. No parking is permitted in fire lanes, on seeded areas, in reserved parking slots, or assigned handicapped parking. Any equipment or vehicle that does not fit within a standard parking space must contact the Contracting Officer to determine a designated area for parking such equipment or vehicle.

Contractor employees shall park vehicles (Commercial or Private) in areas designated by the Contracting Officer. This area may or may not necessarily be within reasonable walking distance of the construction site. The contractor shall provide transportation between the parking area and the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the Base.

(5) All personnel entering the installation are subject to random vehicle inspections/searches at any time while on the base. The purpose of these inspections is to detect the theft of Government and private property, firearms, weapons, alcoholic beverages, illegal drugs, or contraband.

(6) Information required for Vehicle Passes- Driver's are required to

SECTION 01 30 00.10 50 Page 3 bring the vehicle, contract number, vehicle registration, copy of vehicle insurance policy, valid state inspection documentation, and valid driver's license to the Visitor Control Center at the North Gate. Vehicles without passes will not be allowed entry to base.

i. Commercially Owned Vehicles - All commercial Vehicles are to clearly display the authorized company name or logo on both sides of the vehicle.

iii. Rental Vehicles - The driver is to show all paper work from the rental company showing that the driver is authorized to operate the subject vehicle. Rental vehicles will not be allowed in secure/controlled industrial areas located on FT Lee unless the rental vehicle clearly displays the authorized operating company name or logo on both sides of the vehicle.

i. Access to Restricted Areas - Base entry passes allow access to designated areas on the installation only. Entries into secure/controlled industrial areas are prohibited unless the contract requires it.

j. Current Information - Contractors will be responsible for keeping the vehicle and employee lists current, and for securing and returning identification cards belonging to terminated employees to the FT Lee Security Department.

k. Providing Information to Subcontractors - Prime Contractors shall be responsible for ensuring that subcontractors receive security information. Failure to comply with the specified requirements will result in prime contractors and subcontractors being denied access to the construction site.

l. FT Lee is not responsible for job site security. Removal of material from job-site and base are subject to security checks. Contractor is to notify FT Lee security of any special measures (watchmen, alarm, etc), security concerns, security problems, or unusual activities within the job site.

1.4.2 Non-U.S. Citizen Worker's Access Procedures

Personnel who do not have proper identification will not be admitted to Ft. Lee through Access Control Points. In additionally, individuals deemed to be illegal aliens will be denied entry to the Post. In order to work on the installation the Contractor shall take the following steps.

a. Clearance and Identification Issuing Procedures:

1) All non United States citizens, entering for purposes of construction work, will be checked for immigration status and warrants by the Provost Marshal's Office (PMO).

2) The individuals requiring entrance to Fort Lee for construction work will report to the designated construction gate with proof of residence and immigration documents.

1.5 TRANSPORTATION FACILITIES

The Facility is served by an all weather surfaced road network. Road(s) within the Facility proposed to be used by the Contractor shall be subject

SECTION 01 30 00.10 50 Page 4 to prior approval of the Facility authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

1.5.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Facility. The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Facility speed limits and traffic controls shall be observed.

1.5.2 Road Restrictions

The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. Other roads may be used only with the approval of the CO.

1.5.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.6 COORDINATION IN WORK AREAS

1.6.1 Unoccupied Work Area

The area where the Contractor is scheduled to perform the work will not be occupied during the work, however, the Contractors work activities may affect other area(s) that are occupied. All work shall be in accordance with the Contractor's work plan.

1.6.2 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, water, sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.6.3 Hours of Work

The normal work hours for construction shall be from 7:30 a.m. to 4:00 p.m.

Monday through Friday of each week. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar

SECTION 01 30 00.10 50 Page 5 days prior to the desired day on which the change is to go into effect.

The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

1.6.4 Gate Times

Sisisky Gate 24 hours a day, seven days a week Mahone Ave Gate 5:00a.m. - 1:00a.m., seven days a week Jackson Circle Gate 24 hours a day, seven days a week A. Ave Gate 5:00a.m. to 8:00p.m. Monday through Friday

8:00a.m. to 8:00p.m. Sat-Sun Lee Ave Gate 5:00a.m. to 8:00p.m. Monday through Friday Shop Road Gate 6:00a.m. to 2:00p.m. Monday through Friday

Contractor vehicles must use Shop Road Gate between 6:00 AM and 2:00 PM Temple Avenue Gate 4:30a.m. to 9:00a.m. Monday througn Friday

3:00p.m. to 8:00p.m. Monday through Friday

1.6.5 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations.

1.6.6 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging', must be obtained before doing any work on Facility. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit,which may be necessary to accomplish his work. Coordinate with the Installation Environmental Management Office (EMO) to obtain written permission to dig. Ground disturbance outside those limitations are prohibited. Chamges must be coordinated with the EMO.

1.6.7 Personnel Escort

An authorized Contractor representative must escort all personnel attempting to obtain a badge to Security. The representative shall sign documentation that the employee meets Security criteria and is suitable for a badge to be issued.

1.7 INTERRUPTIONS OF UTILITIES

1.7.1 Approval

Utility services shall not be interrupted by the Contractor to relocate, make connections, or interrupt for any purpose, without written approval of the CO.

SECTION 01 30 00.10 50 Page 6

1.7.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 10 calendar days prior to date of proposed interruption or as required by DPW, except for electrical services.

Request for electrical service outage/energize shall require a 14-calendar day notice or as required by DPW. The request shall give the following information:

a. Nature of Utility (Gas, L.P. or H.P., Water, Elec.)

b. Size of line and location of shutoff.

c. Buildings and services affected.

d. Hours and date of shutoff.

e. Estimated length of time service will be interrupted.

1.7.3 Service Interruptions

Services shall not be shut off until receipt of approval of the proposed hours and date from the Contracting Officer.

1.7.4 Timely Disconnections

Shutoffs which will cause interruption of Government work operations as determined by the Contracting Officer shall be accomplished during regular non-work hours or non-work days of the Using Agency without any additional cost to the Government.

1.7.5 Utilities Operation

Operation of valves on water mains will be by Virginia American Water (VAW) personnel. Where shutoff of water lines interrupts service to fire hydrants or fire sprinkler systems, the Facility Fire Department shall be notified by the Contractor in writing 72 hours prior to the proposed interruption or as required by Department of Public Works (DPW). The Contractor shall arrange his operations and have sufficient material and personnel available to complete the work without undue delay and shall restore service without delay in event of emergency.

1.7.6 Gas

Flow in gas mains which have been shut off shall not be restored until the Government inspector has determined that all items serviced by the gas line have been shut off.

1.8 PHYSICAL DATA

The physical conditions indicated on the drawings and in the specifications are the result of site visits, surveys and borings.

1.9 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)". In order for the Contracting Officer to award a time extension under this clause, the

SECTION 01 30 00.10 50 Page 7 following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.9.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

6 6 6 8 6 6 7 5 3 5 5 5

1.9.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.9.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)".

1.10 SITE CONTAMINATION

This site is designated a Category I site and is defined as a site that is located in a traditional non-hazardous location, such as in an administrative, recreation, or housing area and that the Government has no reason to suspect soil contamination.

SECTION 01 30 00.10 50 Page 8

1.10.1 Contamination Removal

In the event that contamination beyond that shown or specified is encountered, the Contracting Officer shall be advised immediately. The contamination shall be removed as directed and replaced with satisfactory material. Payment therefore will be made in conformance with the CHANGES clause of the CONTRACT CLAUSES.

1.10.2 Compliance Requirements

The Contractor shall comply with applicable Federal, state and local laws, codes, ordinances and regulations (including the obtaining of licenses and permits) in connection with any hazardous material, substance or waste.

1.10.3 Requirements

The requirements of this clause and any act or failure to act by the Government shall not relieve the Contractor of any responsibility or liability for the safety of Government, Contractor or subcontractor personnel or property.

1.11 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments, a copy of which will be made available by the Contracting Officer upon request. The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.12 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of

SECTION 01 30 00.10 50 Page 9 antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.12.1 Inadvertent Discovery or Damage

If during excavation or other construction activities any unidentified or unanticipated historical, archaeological, and cultural resources are discovered or found, all activities that may damage or alter such resources shall be temporarily suspended. Resources covered by this paragraph include but are not limited to: any human skeletal remains or burial; artifacts; shell, midden, bone, charcoal, or other deposits; rock or coral alignments, paving, wall, or other constructed features; and any indication of agricultural or other human activities. Upon such discovery or find, the Contractor shall immediately call the Fort Lee Cultural Resources Manager (CRM) or staff archaeologist, 804-734-4434. The Contractor shall cease all activities that may impact or damage the discovery, secure the area and prevent employees or other persons from trespassing on, removing or otherwise disturbing such resources until the CRM makes a determination on their significance. Any person, who without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.13 EQUIPMENT-IN-PLACE LIST:

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

1.14 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.14.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or

SECTION 01 30 00.10 50 Page 10 subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region II. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.14.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased form an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.14.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.15 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on

SECTION 01 30 00.10 50 Page 11

Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.16 ORDER OF WORK AND COORDINATION WITH OTHER CONTRACTORS:

Other Contractors are presently working in the same area. After award of this contract a meeting will be held with all contractor representatives and the Contracting Officer to develop a plan of work coordination. In case of disagreement regarding use of an area the decision of the Contracting Officer will control.

1.17 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.18 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer. Copies of purchase orders shall be forwarded on the date issued.

1.19 PROFIT

1.19.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

1.19.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

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1.19.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.19.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.19.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.19.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.19.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.19.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.19.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.20 Real Property Items

Coordinate with the Fort Lee Real Property Officer and prepare a list of real property items constructed under the subject contract. The list shall include the following: category code, real property item description, # of units, units of measure, and total quantity. Near the end of construction, the Contractor shall use the list to assign the construction cost for the items and submit to the Government.

SECTION 01 30 00.10 50 Page 13

1.21 PROTECTION OF MACRO ARTIFACTS

Macro Artifacts will be assembled and placed in the building by others (NIC). After installation of these artifacts and during building construction, the artifacts must be protected against any and all damage for the full duration of the contract. Protection of these artifacts after installation is the responsibility of the Contractor and must be in accordance with DA AR 870-20 and the approval of the US Army Center of Military History (USACMH) curatorial staff.

1.22 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS (THIS PART NOT USED)

PART 3 EXECUTION (THIS PART NOT USED)

SECTION 01 30 00.10 50 Page 14

SECTION 01 30 00.20 50

ADMINISTRATIVE REQUIREMENTS

10/06

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "GA" designation; submittals not having a "G" or "GA" designation are for information only. When used, a designation following the "G" or "GA" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00.00 50

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map; G,A

Progress and completion pictures; G,A

SD-04 Samples

COLOR/FINISH BOARDS; G,A

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

1.2 COLOR/FINISH BOARDS

Submit five sets of color boards within 63 calendar days after notice to proceed. The samples shall be presented on 8-1/2 by 11 inch boards (modules) with a maximum spread of 24 by 31 1/2 inches for foldouts.

Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted. The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein. Submittals shall be complete; Sheets containing samples shall consist of heavy, medium gray illustration board (not white or colored) capable of supporting a four inch by eight inch quarry tile without distorting the binder release or causing sheet tear-out due to hole failure. The sample board backing material shall be of sufficient strength to maintain its original configuration after samples have been attached to it for the duration of the construction.

SECTION 01 30 00.20 50 Page 1

1.2.1 Interior color/finish boards

Interior color/finish boards shall have attached samples of all interior appearance related construction items the Contractor proposes to furnish, including, but not limited to such items as interior paints; wood finishes; ceramic tile; floor coverings; wall coverings; ceiling tiles;

plastic laminates; solid surface materials; signage, etc.

1.2.2 Exterior color/finish boards

Exterior color/finish boards shall have attached samples of all exterior appearance related construction items the Contractor proposes to furnish, including but not limited to such items as brick, mortar, paints, window and door frames, roof, soffits, pre-cast units, gutters, and downspouts, etc.

1.2.3 Content

Color board shall consist of all samples, a finish schedule, floor plan, and interior elevations with each clearly indicating the location of each finish/color. Items other than material sample boards may be folded to 8-1/2" by 11" (i.e., floor plans, finish schedules etc.).

1.2.4 Identification

Identify each sample by…