A.07.23_ATCH_1_-_Sand_and_Salt_Specifications_29_July_2015.pdf

Soil, Sand & Salt Storage Facility Arlington National Cemetery Project Number: W91236-13-D-0036; TO - 0009

Specifications

Soil, Sand & Salt Storage Facility

Arlington National Cemetery

July 29, 2015

Soil, Sand and Salt Storage Facility - Arlington National Cemetery

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 30 00.10 PROJECT WORK REQUIREMENTS AND RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 50 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 40.00 50 ENVIRONMENTAL MANAGEMENT FOR NORFOLK DISTRICT PROJECTS

01 42 00.00 50 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 03 - CONCRETE

03 30 00.00 10 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 13 BITUMINOUS DAMPPROOFING

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 22 00 ROOF AND DECK INSULATION

07 31 26 SYNTHETIC SLATE ROOFING

07 54 19 KEE MODIFIED.POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 33 23 OVERHEAD RUBBER DOORS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

PROJECT TABLE OF CONTENTS Page 1

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 - Not Used

DIVISION 12 - Not Used

DIVISION 13 - Not Used

DIVISION 14 - Not Used

DIVISION 21 - Not Used

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

23 11 25 FACILITY GAS PIPING

23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS

DIVISION 25 - Not Used

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 27 - Not Used

DIVISION 28 - Not Used

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

PROJECT TABLE OF CONTENTS Page 2

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 24.00 10 PAVEMENT MARKINGS

32 31 26 HORIZONTAL SLIDING POWERED GATES

32 92 19 SEEDING

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - Not Used

DIVISION 35 - Not Used

DIVISION 40 - Not Used

DIVISION 41 - Not Used

DIVISION 42 - Not Used

DIVISION 43 - Not Used

DIVISION 44 - Not Used

DIVISION 45 - Not Used

DIVISION 46 - Not Used

DIVISION 48 - Not Used

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/11

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114, and Section 01 57 20.00 50 ENVIRONMENTAL PROTECTION, and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services.

This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Sustainability" is the balance of environmental, economic, and societal considerations.

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Upon receipt of Government Furnished Equipment, the Contractor shall submit records in accordance with paragraph entitled, "Government Furnished Property," of this section.

Submit the following items to the Contracting Officer:

Utility Outage Requests; G

Utility Connection Requests; G

SECTION 01 11 00 Page 1

1.4 WORK COVERED BY CONTRACT DOCUMENTS

1.4.1 Project Description

Work includes demolition of existing concrete and asphalt paving tree removal, earthwork, stormwater structures and underground water, gas and electrical work, concrete paving, powered horizontal sliding site entry gate, reinforced poured concrete foundation and exposed building walls, concrete masonry work, stone veneer, architectural precast concrete, dampproofing and waterproofing, glued laminated timber beams and decking, rough carpentry, cellular PVC trimwork, synthetic slate roofing, KEE-PVC roofing, metal gutters, downspouts and flashings, powered rubber overhead doors, fiberglass doors and frames, metal louvers, electrical power and lighting, gas-fired hot water and radiant heat, ducted exhaust fan and other associated work.

1.4.2 Location

The project is located at the east end of the maintenance complex just east of the intersection of Patton Drive and MacArthur Dirve, in Arlington National Cemetery.

1.5 WORK RESCHEDULING

There are restrictions set in place for this project to ensure minimal interference with funerals and ceremonies that take place every year at the facility. Reference Section 01 30 00.10, Paragraph 1.9.10 for all non-work days.

Contracting officer reserves the right to change these restrictions at any time during the period of performance. The government will notify the contractor of pending changes within 24 hours a restriction is changed, except that the government will provide notification within two calendar days where excavation and subsurface activity abeyance shall be imposed.

Contractor shall allow for a maximum of three calendar days where construction activity is determined prohibitive. In most instances requiring work rescheduling the time periods will range from 10 minutes to 4 hour delay.

1.6 OCCUPANCY OF PREMISES

The buildings around the construction site will be occupied during performance of work under this Contract.

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, use of approaches, and egress from the site.

1.7 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

SECTION 01 11 00 Page 2 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.

c. Remove all temporary construction access/egress elements and return any alterations made during the construction period to provide temporary construction access/egress elements to pre-existing condition.

1.7.1 Damage to Government Property, Injuries, or Death

At the Government's discretion, the contractor shall either repair or replace property, or reimburse the Government for property damage. The contractor shall be aware that Government property - beyond standard structures and equipment - also includes headstones, monuments, floral decorations placed by visitors and next of kin, trees, beds, and turf (for example, wounded trees or scalped turf, as well as headstones, shall be repaired or replaced at no additional cost to the Government).

1.8 ON-SITE PERMITS

1.8.1 Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 72 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed, but indicated in locations to be transverse by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Work shall be scheduled to hold outages to a minimum.

Utility outages and connections requiring less than two hours of interruption during the prosecution of work that affect existing systems, shall be arranged for at the convenience of the Government. All such requests must be submitted in writing to the contracting officer 36 hours in advance.

Utility outages and connections requiring more than two hours of interruption during the prosecution of work, that affect existing systems, shall be arranged for at the convenience of the Government. All such requests must be submitted in writing to the contracting officer 7 calendar days in advance. All such outages shall be scheduled outside the regular working hours or on weekends.

In either case, no such work shall proceed without prior written approval by the contracting officer. It is the sole discretion of the Contracting Officer to permit or deny utility outage requests by the contractor.

Contractor shall not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

Requests for utility outages and connections shall be made in writing to the Contracting Officer. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

SECTION 01 11 00 Page 3

1.8.2 Borrow and Excavation Permits

Obtain excavation Permits three calendar days prior to work. Permits shall be posted at a conspicuous location in the construction area.

1.9 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 14 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, or paved surface where existing underground utilities or utilities encased in pier structures 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.

1.9.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact Miss Utility 48 hours prior to excavating.

Contractor is responsible for marking all utilities not marked by Miss Utility.

1.10 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

The contractor shall safeguard all Government property provided for contractor use during the course of the contract. At the close of each work period, Government facilities, equipment, and materials furnished shall be secured.

1.11 GOVERNMENT-INSTALLED WORK

Notify the Contracting Officer in writing at least 14 calendar days in advance of the date on which the materials and equipment are required.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 30 00.10

PROJECT WORK REQUIREMENTS AND RESTRICTIONS

04/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Regulations; G

Transportation of personnel, materials, and equipment; G

List of Contact Personnel; G

Personnel List; G

Vehicle List; G

Statement of Acknowledgement Form SF 1413; G

1.2 DEFINITIONS

Facility: The facility is:

Arlington National Cemetery Soil, Sand & Salt Storage Facility Arlington, Virginia ANC: Arlington National Cemetery CO: Contracting Officer or his authorized representative.

DVP: Dominion Virginia Power

1.3 SPECIAL CONTRACTOR REQUIREMENTS

1.3.1 Project Phasing and Performance Period

The Contractor shall complete the work within the duration specified in Section 00800 "Contract Requirements". The Contractor shall be required to phase the work as required to assure that all schedule durations are met.

1.3.2 Drawing Dimensions

The project layout, including both horizontal and vertical dimensions, is shown on the Civil sheets contained in the contract drawings. The Contractor shall use the dimensions from the Civil sheets to obtain dimensions for layout as necessary to prepare all shop drawings. 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 select items. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

SECTION 01 30 00.10 Page 1

1.3.3 Statement of Acknowledgement Form SF 1413

See "Statement of Acknowledgement" Form SF 1413 attached.

1.4 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.

1.5 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 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 as provided by ANC. All vehicles shall be registered with ANC.

1.6 SPECIAL SCHEDULING REQUIREMENTS

a. The Arlington National Cemetery will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the site (see 1.9.2 Working Hours). Note that the intent is to return the site access from Patton Drive to operational status at the earliest possible time.

b. Contractor is responsible to ensure that no contract work interferes with any funeral, ceremony, procession, or visitation to be delayed, altered, or otherwise impacted in such a way that the dignity or security of the event is compromised. The contractor's site manager is responsible for staying abreast of all such upcoming events. A list of scheduled ceremonies will be provided each week prior to the event, and a list of scheduled funerals will be provide the day prior to the service. As a rule of thumb, work - especially with power equipment -work within 1,000 feet of the funeral or ceremony is not acceptable.

c. Expected Disruption of Operations shall include an expectation of 4-6 burials in adjacent cemetery areas on a daily basis, each lasting approximately 45 minutes for each event; expect 1-2 days each month during work hours for special events at the cemetery, plus federal holidays; and expect 10 days for decisions on any written or verbal work plan to conduct any work along or outside the limits of construction area

SECTION 01 30 00.10 Page 2

d. All work involving use of tools or equipment which would interfere with any interment service conducted in the immediate vicinity of the work sites shall cease until the service has been completed.

e. Permission to interrupt any Activity roads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.7 CONTRACTOR ACCESS AND USE OF PREMISES

1.7.1 Activity Regulations

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

The Contractor's equipment shall be conspicuously marked for identification. These site specific regulations will be discussed in more detail at the preconstruction conference. Information is also available upon request through the Contracting Officer's Representative and Owners Representative.

1.7.1.1 Subcontractors and Personnel Contacts

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

1.7.1.2 Identification Badges and Installation Access

The contractor shall carry passes issued by Arlington National Cemetery for all vehicles entering the Cemetery, whether company-owned or employee's private vehicles. The issued passes should be visibly displayed on the dashboard of the vehicle at all times. All vehicles with passes shall meet State of Virginia inspection, safety, licensing, registration, and insurance requirements. The Contractor Site Manager will maintain a list of all vehicles and individuals issued such passes. All contractor employees shall also keep positive, photographic identification on their persons at all times.

The contractor shall prohibit the use of Government issued passes by any persons other than the Contractor's employees.

Contractor shall maintain an active and accurate daily attendance of all employees working on the job site. Contractor shall provide the Government with a hard copy of the list every time it is updated; remove contractor employee names not actively working on the site and add new employees' names accordingly. All contractor employees working on the project not listed will be prohibited from the immediate work area. Government reserves the right to reject contractors from the list at any time and thereby prohibit them from the site.

Contractors are responsible for de-conflicting work and vehicle traffic on the cemetery based on review of ANC's daily funeral schedule.

Contractors are required to sign for vehicle passes and maintain a control log that identifies a specific vehicle identification tag and operator with

SECTION 01 30 00.10 Page 3 a specific vehicle pass; this control log is an inspect-able item; vehicle passes shall not be copied; all vehicle passes must be issued from the USACE Arlington Resident Office and returned when work is complete.

All deliveries (non-tagged) vehicles operating on the cemetery must be escorted at all times.

Contractor must provide 24 hour notice for deliveries; special arrangements must be coordinated for oversize or overweight vehicles that require access to ANC.

The contractor shall comply with all security rules, regulations, and restrictions nominally associated with operations of the Arlington National Cemetery operation.

Ensure that contractor personnel employed on the activity become familiar with and obey activity regulations including safety, fire, traffic and security regulations.

Primary access point to the cemetery is the southbound 110 access gate into the cemetery; an alternate access point will be identified by USACE and is authorized only after coordination with Norfolk District Resident Office.

1.7.1.3 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.7.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of Arlington National Cemetery except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials into other than designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.7.1.5 Contractor Conduct

Arlington National Cemetery has a zero tolerance policy on use, sale, and or distribution of all forms of alcohol and drugs. The contractor shall maintain a neat and professional appearance throughout its workforce including vehicles, equipment, work sites, staging areas, and employees.

The carrying or possession of firearms and other dangerous weapons in Arlington National Cemetery is strictly prohibited.

Contractor employees shall behave with appropriate decorum, courtesy, and respect while within the grounds of the Cemetery. Shouting, cursing, angry outbursts, sleeping, intoxication, violence, or criminal acts of any kind will not be tolerated and is cause for immediate and permanent removal from the Cemetery premises. Criminal conduct is subject to prosecution by the Government.

1.7.1.6 Uniforms

Complete uniforms shall be worn by all contract employees at all times.

Uniforms are selected by the Contractor, and shall provide a uniform appearance from one employee to the next including all visible outer clothing covering the head, torso, legs, and feet. Shorts are not

SECTION 01 30 00.10 Page 4 permitted. Appropriateness of selected uniforms is otherwise subject to review by the Contracting Officers Representative.

1.8 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 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.

1.8.1 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.

1.8.2 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.

1.8.3 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.

1.9 COORDINATION IN WORK AREAS

1.9.1 Unoccupied Work Area

The immediate 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.

1.9.2 Working Hours

Regular working hours shall be from 07:30 AM to 4:30 PM Monday through Friday with evening work hours available between 4:30 PM and 12:30 AM, Monday through Friday, excluding government holidays. Larger deliveries of materials or equipment must take place between 6:00 AM and 7:30 AM or after 5:00 PM on weekdays. After hours or weekend deliveries are acceptable subject to approval by the government. During the weekdays, Monday through Friday, and Saturday smaller deliveries to the jobsite may occur during regular working hours. Any space occupied by the contractor after regular

SECTION 01 30 00.10 Page 5 cemetery hours and is to be used by ANC the following morning will be restored to its original state no later than 07:30 a.m.

1.9.3 Work Outside Regular Hours

Work outside regular working hours as allowed above shall be coordinated with the Contracting Officer for approval. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Schedule contract work such as to make utility cut overs after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

Alternative work/delivery periods may be available upon written request by the contractor. Requests for additional work and/or regular extended hours shall require written approval from the Contracting Officer 7 days in advance of the proposed work period.

1.9.4 Exclusionary Period

No work shall be performed outside the previously stated hours without prior written approval of the Contracting Officer.

1.9.5 Occupied and Existing Buildings

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

1.9.6 Utility Cut overs and Interruptions

a. Make utility cut overs and interruptions after normal ANC hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the 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, and compressed air shall be considered utility cut overs pursuant to the paragraph entitled "Work Outside Regular Hours."

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

1.9.7 Maintenance of Utilities

Any active utility service, 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. Coordinate any interruption of domestic water, gas, or fire service to existing adjacent

SECTION 01 30 00.10 Page 6 buildings, and provide for temporary service or fire watches, etc. as required to maintain life safety in other buildings to remain occupied.

1.9.8 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 Utility at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations. The contractor shall confirm all utilities not shown on the drawings by Miss Utility AND a third party utility locator.

Any utility disturbed by the contractor shall be repaired immediately at no expense to the government.

1.9.9 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.

1.9.10 Recognized Holidays and Special Events

The following Government Holidays and Cemetery special events should be recognized as no working days; the extended weekend of Memorial Day and on the extended weekend of Veterans' Day, Independence Day, New Year's day, Martin Luther King Jr.'s Birthday, Presidents' Day, Labor Day, Columbus Day, Thanksgiving Day, Christmas Day, Wreaths Across America Ceremony (December), and Wreath Removal Day (January). The contractor shall be given no less than 14 days' notice for any other Arlington National Cemetery Events that will require the contractor to postpone their work. The contractor shall assume an additional 5 ceremonies or events yearly that may result in postponement of work. No work or staging of materials shall be permitted during these dates. All areas outside the project fencing must be clear of all contractor related materials, equipment or supplies shall be removed a minimum of 24 hours before time periods listed above.

1.10 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," applies.

The contractor shall prohibit the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in the performance of assigned work in those areas, or personnel authorized entrance by the Contracting Officer.

1.11 NOTIFICATION OF WORK IN DOMINION VIRGINIA POWER (DVP) ZONE

It shall be the responsibility of the Contractor to submit a "Notification of Work" form prior to performance of work that may come into contact with electrical distribution system components within DVP's zone of responsibility. Submission shall be required a minimum of 48 hours in advance of the scheduled work. DVP's zone of responsibility is defined as

SECTION 01 30 00.10 Page 7 all primary lines (600 volts and above) and down to the first point of positive disconnection past the distribution transformer reducing the supply voltage below 600 volts. Provide copies of this notification to the COR and DVP Kenneth Schutz-703-359-3210(fax).

1.12 INTERRUPTIONS OF UTILITIES

1.12.1 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.

1.12.2 Request

Request for permission to shut down services shall be submitted in writing to the CO not less than 14 calendar days prior to date of proposed interruption. Contractor shall provide the government with a list of ALL projected outages no more than 30 days after Notice to Proceed. 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. Contractor shall minimize all utility outages to less than 8 hours. For any outage greater than 8 hours, the contractor is responsible for providing temporary service.

f. A list of each building and services affected by the outage.

1.12.3 Service Interruptions

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

1.12.4 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.

1.12.5 Utilities Operation

Operation of valves on water mains will be by Government 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. 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.

SECTION 01 30 00.10 Page 8

1.12.6 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. Coordinate gas work to maintain gas service to adjacent facilities.

1.12.7 Electrical: Dominion Virginia Power (DVP)

An "Outage Request" form shall be submitted a minimum of 14 days in advance of any required electrical power outage.

1.12.8 Outage Request Processing

a. ANC will forward the request to the Facility Computer Room.

b. ANC will notify DVP's Regional Operations Center at least 10 days in advance of the requested outage date.

c. DVP will assign the request to the local DVP office.

d. DVP local office will arrange to meet requestor and ANC at the site to determine method of disconnection and the customers to be interrupted.

e. ANC will notify affected customers and confirm outage schedule.

f. ANC will notify DVP local office that the schedule is confirmed.

g. DVP local office will execute the outage as agreed.

1.13 PHYSICAL DATA

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

1.14 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 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.

1.14.1 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

SECTION 01 30 00.10 Page 9 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

Washington D.C. 10 9 8 6 7 7 9 6 5 5 6 9

1.14.2 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.

1.14.3 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)".

1.15 WORK IN QUARANTINED AREA

The work called for by this contract may involve relocation of equipment from counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agreesthat all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues prior to being brought to the construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. Inaddition, 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, acopy of which will be made available by the Contracting Officer uponrequest. The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.16 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

SECTION 01 30 00.10 Page 10

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 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.

1.17 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

1.18 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.18.1 Allowable Costs

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

SECTION 01 30 00.10 Page 11 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.

1.18.2 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.

1.18.3 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.

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

1.20 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.

SECTION 01 30 00.10 Page 12

1.21 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.

1.22 PROFIT

1.22.1 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 .06 1.20 Relative difficulty of work 15 .07 1.05 Size of Job 15 .08 1.20 Period of performance 15 .07 1.05 Contractor's investment 05 .05 .25 Assistance by Government 05 .10 .50 Subcontracting 25 .03 .75 100 6.00

1.22.2 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.

1.22.2.1 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.

1.22.2.2 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.

SECTION 01 30 00.10 Page 13

1.22.2.3 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.

1.22.2.4 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.

1.22.2.5 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.

1.22.2.6 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.

1.22.2.7 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.

1.23 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

SECTION 01 30 00.10 Page 14

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/11

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

The following shall be submitted in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View location map; G

Progress and completion pictures; G

1.2 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color 8 mp minimum resolution in JPEG file format showing the sequence and progress of work.

Take a minimum of 30 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date.