6_-_Specifications.pdf

Solicitation Number: FA4800-14-B-0002 Attachment 6

MUHJ 14-5000 Roof IDIQ Contract, Langley, Fort Eustis

Langley AFB, VA

MUHJ 14-5000 – Page 1 of 2

TABLE OF CONTENTS

Division 01 – General Requirements

01 06 00 REGULATORY REQUIREMENTS

01 11 00 SPECIAL CONDITIONS

01 12 00 ASSET MANAGEMENT SPECIAL CONDITIONS

01 13 00 SPECIAL INSTRUCTIONS FOR FORT EUSTIS, VIRGINIA

Division 02 – Existing Conditions

02 41 00 DEMOLITION AND DECONSTRUCTION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 16.00 20 ENGINEERING CONTROL OF ASBESTOS CONTAINING

MATERIALS

02 82 33.13 20 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

Division 04 – Masonry

04 20 00 MASONRY

Division 05 – Metals

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

Division 06 – Wood, Plastics, and Composites

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

Division 07 – Thermal and Moisture Protection

07 00 00 GUIDELINES FOR SELECTING COOL ROOFS

07 11 13 BITUMINOUS DAMPPROOFING

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 31 13 ASPHALT SHINGLES

07 31 26 SLATE ROOFING

07 32 13 ROOF TILES

07 32 14 CLAY TILE ROOFING REPLACEMENT OR REPAIR

07 41 13 METAL ROOF PANELS

07 41 63 FABRICATED ROOF PANEL ASSEMBLIES

07 51 13 BUILT-UP ASPHALT ROOFING

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING

07 54 19 POLYVINYL CHLORIDE (PVC) ROOFING

07 54 23 THERMOPLASTIC POLYLEFIN (TPO) ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING (PMR)

07 57 13 SPRAYED POLYURETHANE FOAM (SPF) ROOFING

MUHJ 14-5000 Roof IDIQ Contract, Langley, Fort Eustis

Langley AFB, VA

MUHJ 14-5000 – Page 2 of 2

07 60 00 FLASHING AND SHEET METAL

07 61 01 COPPER ROOF SYSTEM

07 61 14.00 20 STEEL STANDING SEAM ROOFING

07 61 15.00 20 ALUMINUM STANDING SEAM ROOFING

07 62 10 COPPER SHEET METAL FLASHING

07 72 00 ROOF VENTILATORS, GRAVITY-TYPE

07 92 00 JOINT SEALANTS

Division 09 – Finishes

09 90 00 PAINTS AND COATINGS

Division 23 – Heating, Ventilating, and Air Conditioning

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

Division 26 – Electrical

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 41 00.00 20 LIGHTNING PROTECTION SYSTEM

26 42 17.00 10 CATHODIC PROTECTION SYSTEM (IMPRESSED CURRENT)

26 56 00 EXTERIOR LIGHTING

Division 28 – Electronic Safety and Security

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND

SECURITY

*** End of Table of Contents ***

Roof IDIQ Specs ROOFIDIQ

Roof IDIQ Contract, Joint Base Langley-Eustis (Multi Facilities)

Section 01 06 00 Page 1 of 2

SECTION 01 06 00

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES:

a. Regulatory Codes.

b. Air Force Regulations.

c. Permits.

1.2 REGULATORY CODES: The latest editions of Federal, State, Industry, and local codes which govern this work include, but may not be limited to:

a. Federal:

1. Part 1926 - Chapter of Title 29, Code of Federal Regulations.

2. Part 192 - Chapter of Title 49, Code of Federal Regulations.

3. Corps of Engineers Safety and Health Requirement Manual, EM385-1-1.

4. National Historic Preservation Act of 1966 as amended and 1980 as amended.

5. Executive Order 13101 – “Greening the Government through Waste Prevention, Recycling, and Federal Acquisition

6. Resource Conservation and Recovery Act Section 6002

7. FAR Clause 52.223-4 Recovered Materials Certification

8. FAR Clause 52.223-9 Certification of Percentage of Recovered Material Content for EPA Designated Items Used in Performance of the Contract

9. FAR Clause 52.223-10 Waste Reduction Program

b. State:

Virginia State Enforcement.

1.3 AIR FORCE REGULATIONS: The latest editions of the following Air Force

Regulations shall apply to this work:

a. MIL Handbook 1190, Facility Planning and Design Guide.

b. Air Force Safety and Health Standard: AFR127-12, Air Force

Occupational Safety and Health Program, and applicable standards.

1.4 PERMITS:

a. The Contractor shall apply for and obtain the following permits, in addition to any other required permits, as applicable:

1. Disposal of Hazardous Materials.

Roof IDIQ Specs ROOFIDIQ

Roof IDIQ Contract, Joint Base Langley-Eustis (Multi Facilities)

Section 01 06 00 Page 2 of 2

b. The Contractor shall be responsible for payment of any fees associated with acquiring the required permits and should reflect those costs in his/her bid proposal.

PART 2 - PRODUCTS: NOT USED.

PART 3 - EXECUTION: NOT USED.

END OF SECTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SPECIAL CONDITIONS

REVISED 08 November 2013

PART 1 GENERAL

1.1 REFERENCES

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

SECTION 01 12 00 Environmental Special Conditions [Langley Air Force Base (AFB), Joint Base Langley-

Eustis (JBLE)]

U.S. ARMY CORPS OF ENGINEERS (USACE) EM 385-1-1

(2003 or most current version) Safety and Health Requirements

LANGLEY AFB, JBLE TELECOMMUNICATIONS BUILDING CABLING SYSTEMS STANDARDS

(Langley AFB, JBLE Specification 27 10 10 dated 02 June 2008 or most current version)

1.2 SUBMITTALS

The following items specified herein shall be submitted in accordance with SUBMITTAL PROCEDURES:

SD-03 Product Data

Material Safety Data Sheet (MSDS) for each item

State and EPA Region 3 Notifications

Recycling Report

Trip Tickets

Affirmative Procurement Report

Exemption Form, Annex B to LAFB Affirmative Procurement Plan

32-7080

All Employee Names and Social Security Numbers

Work Clearance Requests (Air Force Form 103)

Quality Control (QC) Report

SD-11 Closeout Submittals

Survey Report

Metadata

Deliverables and Final As-builts

Three copies of Computer-Aided Drafting and Design (CADD) digital final as-built drawings on

CD’s

One As-Built (Redline) Drawings

Warranty of Construction

SECTION 01 11 00 Page 2

Equipment Warranty Certificate

Equipment Warranty/Guarantee Record

DD Form 1354 Acceptance and Transfer of Real Property Facilities

NOTE TO SPECIFIER (Delete this note from the final specs): Provide text explaining submittal requirements for the item, if necessary. Indent first line of the explanatory text two spaces to provide clarity when document is printed without color and with tags off.

1.2.1 SUBMITTAL PROCEDURES

1.2.1.1 Schedule of Material Submittals (Air Force Form 66)

Information, shop drawings, certificates, test data, etc., listed on the attached AF Form 66, Schedule of Material

Submittals, shall be submitted for approval by the Contracting Officer, or his/her designated representative in ac-cordance with the General Provisions. Whenever in this contract materials or drawings are required to be submit-ted by the Contractor to the Contracting Officer for approval and the material or drawings submitted are at vari-ance with the specifications or Government drawings, but are, nevertheless, approved by the Contracting Officer, inadvertently and without consciousness of the variance, and regardless that a closer review could have revealed the variance, then such approval shall not be final unless the Contractor expressly noted in a memorandum to the

Contracting Officer, on the material submittal or drawing that “this material or drawing varies from specifications in the following aspects –” or uses other works of similar clear meaning. In the event of such an inadvertent, er-roneous approval, the Contracting Officer, upon discovering the variance at any stage, have the right to require the Contractor to do such rework and/or material replacement as is necessary to obtain compliance with the speci-fications, and the expense of such rework and material replacement shall be borne solely by the Contractor.

a. Submittals for technical compliance of finishes may be made individually for each material. SUB-

MITTALS FOR PATTERN, COLOR, TEXTURE, ETC., SHALL BE MADE SIMULTANEOUSLY

FOR EACH ROOM OR AREA. Finishes shall be scheduled for each room/area to include surface, type material, manufacturer, brand name or product number, and space for the Government selection of pat-tern/color.

EXAMPLE:

Room 100

Floor: vinyl Tarkett Reliant (62107 Adobe)

Floor: carpet Milliken Magistrate (21 Clan Henna)

Wall: paint Pittsburgh Spread-Flow (white #21)

Wall: vinyl Flex-Wall Pls. In a Roll (Rajah Blue)

Wainscot: paneling Masonic Fireguard (walnut)

Ceiling: acoustic Gold Bond Acoustinet (fissure #21)

Trim: paint Glidden Easy-Enamel (0021 blue)

1.3 SCOPE OF WORK

The work under this project consists of The work under this Contract consists of an Indefinite Delivery, Indefinite, Quantity (IDIQ) contract to accomplish roof repairs, either in part or entirely (by total replacement), of various buildings at Joint Base Langley-Eustis (JBLE), Virginia. The types of building roofs that may be addressed in this contract encompass slate roofs, clay tile roofs, asphalt shingles, cedar shakes, pre-finished metal standing seam roofs, copper standing seam roofs, corrugated metal roofs, coal tar pitch built-up roofing, and asphalt built-up roof-ing, with respective base sheets, ply sheets, cap and flashing sheets, galvanized flashing, cooper flashing, aluminum flashing, metal gutters and downspouts of various types and profiles, roof drains, replacement of wood members, trim of various material types and profiles, and roofing related products, priming and painting of exposed surfaces of

SECTION 01 11 00 Page 3 various material types and profiles, wood replacement products, roof insulation, and cant strips, roof walkways and splash blocks, and other related products as deemed necessary for complete and impervious roof system. Demoli-tion and removal of roofing items shall encompass the complete removal, by the Contractor, of resulting debris from the site and disposal of such debris in a legal disposal site off base. All work involved in this contract will be issued as Delivery Orders addressing a specific amount of work for each building or residential unit. The Contractor shall furnish all plant, labor, and material that are required to complete each Delivery Order complete as separate projects.

The Contractor shall use products containing recycled materials as required by EPA and identified in Section 01 12

00 Asset Management Special Conditions.

1.3.1 Work Hours

Normal duty hours for Langley AFB, JBLE are 0730 through 1630, Monday through Friday. Work on weekends, recognized Federal holidays, or other than normal duty hours must be coordinated with the Contracting Officer

(CO) or his/her designated representative.

1.3.2 General Working Conditions

a. Work shall be performed in such a manner as to cause minimum disruption to the users in the area.

b. The Contractor shall notify the Contracting Officer or his/her designated representative when he in-tends to work so Government inspection can be provided while work is in progress.

1.4 ORDER OF WORK

The Contractor shall coordinate all work with the Contracting Officer, or his/her designated representative, and the Base Civil Engineer. Before starting work at the job site, provide five days notice to the Contracting Officer or his/her designated representative and the Chief of Contract Management at 764-3268.

1.5 PHASING OF WORK – NOT USED

1.6 APPLICABLE CODES AND REGULATIONS

The latest edition of the following Building Codes shall be used for all construction under this contract:

A. Air Force Engineering Technical Letter ETL 01-1, Reliability and Maintainability (R&M)

Design Checklist

B. American National Standards Institute (ANSI)

C. American Standards for Testing Materials (ASTM)

D. Americans with Disabilities Act (ADA)

E. ANSI C-2, National Electrical Safety Code (QIESC)

F. Applicable Unified Facilities Guide Specifications

G. Institute of Electrical and Electronics Engineers (IEEE)

H. International Building Code

I. International Code Council (ICC) International Plumbing Code

J. International Fire Code

K. International Mechanical Code

L. International Society of Automation (ISA)

M. Langley AFB, JBLE Electrical, Fire, and Communications Design Standards – latest edition

N. Leadership in Energy and Environmental Design (LEED®) for New Construction and Major

Renovation v2.2 Reference Guide

O. Life Safety Code, NFPA 101

P. MIL Handbook 1190

SECTION 01 11 00 Page 4

Q. National Electrical Code (NEC)

R. National Electrical Manufacturers Association (NEMA)

S. National Fire Protection Association (NFPA)

T. National Fire Protection Association Codes (NFPA) – latest edition

U. Supervisory Control and Data Acquisition (SCADA)

V. Underwriters Laboratories, Inc. (UL)

W. Unified Facilities Criteria (UFC) 3-600-01, Fire Protection Engineering for Facilities

X. Unified Facilities Criteria (UFC) 4-020-01, DoD Security Engineering – Facilities Planning

Manual

NOTE: If there is a conflict between these codes or regulations and these contract specifications, the most strin-gent requirements shall apply at all times.

1.7 SALVAGE

Title to all materials and equipment to be demolished, excepting items indicated as Government salvage, shall be vested to the Contractor upon removal from the base except as noted below. The Government will not be respon-sible for the condition, loss or damage to such property after notice to proceed. All unsalvageable material will be disposed of legally off base.

1.7.1 Items Salvaged for the Government

The Contractor shall salvage the following existing materials to the Government as indicated below. Salvaged materials shall be cleaned, sorted, identified, bundled, boxed, etc. and delivered to the collection location identi-fied below.

ITEM DELIVERY LOCATION

Items salvaged for the Government will be identified with each delivery order when applicable.

1.8 CONSTRUCTION STANDARDS

1.8.1 GENERAL

The Contractor is reminded that the construction site must be operated and maintained according to these specifi-cations and is subject to inspection and enforcement according to all federal, state and local codes/regulations.

1.8.2 Office Trailers and Storage Units

1.8.2.1 Office Trailers

If a trailer is required for work and at the discretion of the Government, an office trailer may be located at the project site. The Contractor shall request Contracting Officer approval for the trailer location. The Contractor shall make the request in writing at least fourteen calendar days prior to placement of trailer at site. All office trailers shall be located in areas as directed by the Contracting Officer or his/her designated representative. Any office trailer shall be not more than 10’ x 32’ in size, provided with a skirt on all sides, in like new condition, and painted either Langley Brown (Federal Standard 595a, 20100), Langley Beige, or white. Office trailers in need of painting and / or repairs or that are in an unsightly condition will not be al-lowed at the project site. Displayed on the exterior of all trailers shall be a nameplate which has the name of the Contractor’s company, name for Con-tractor’s point(s) of contact (POC) and telephone number where he or she can be reached, contract number, pro-ject number, title and date trailer was placed on site where located.

SECTION 01 11 00 Page 5

1.8.2.2 Storage Units

The Contractor shall request Contracting Officer approval for the siting, size and color of Storage Units, CONEX boxes and dumpsters. The Contractor shall not bring any such items to the job site without the Contracting Of-ficer’s approval. All storage units shall be painted Langley Brown (Federal Standard 595a, 20100), Langley

Beige or white. Displayed on the exterior of all storage units shall be a nameplate which has the name of the

Contractor’s company, name for Contractor’s point(s) of contact (POC) and telephone number where he or she can be reached, contract number, project number, title and date unit was placed on site where located.

1.8.3 On-Site Storage Units

Availability and size of material lay down area shall be restricted as noted on the contract documents or as dis-cussed during the preconstruction conference. The Contractor shall consolidate all bulk or large quantities of ma-terials at the construction site in area(s) approved by the CO. All such items shall be stored neatly grouped to-gether. Bulky or unsightly construction materials, heavy or light equipment or tanks shall not be delivered to or stored on the construction site for any period longer than seven calendar days prior to use, installation in the pro-ject or start of construction. The Contractor shall store all supplies and equipment on project site to preclude theft or damage. Protection and security for materials and equipment on site is the sole responsibility of the Contrac-tor. The Contractor shall not use any area(s) for material or equipment storage that has not been approved by the

CO or his/her designated representative.

1.8.4 Fencing and Screening

Contractor shall enclose the lay down area with a chain link fence that has been erected to a minimum height of six feet. Contractor’s lay down area shall also be screened from view. Screening shall be fabricated of 100%

Polypropylene, woven, 92% blockage fabric that has been mechanically attached to the fence for the full height of the fence. The edges of each section of screening fabric shall be finished with a reinforced hem. Attachment points shall be reinforced fabric built into the hem or metal grommets built into the hem. All fabric used for screening of the construction lay down area shall be UV rated and dark brown or dark bronze in color. Fence screening fabric shall be inspected weekly to insure all sections remain properly in-stalled and taut at all times.

1.8.5 Locksets

If locksets are installed as a result of this project, the Contractor shall provide cylinders and cores for new locks.

Cylinders and cores that the Contractor provides shall have seven-pin tumblers using the A2 system and WB keyway – except for dormitories, which use the A4 system and WC keyway. All cylinders will be from a single manufacturer. All cores will be stamped with a key control symbol in a concealed place on the core. (For infor-mation only – the Best Premium WB Keyway, 7-pin core is part number 1CP7WB2.) The cylinders will be fully compatible with products of the Best Lock Corporation, which have interchangeable cores that are removable by special control keys.

Provide and submit a grand master keying system and a sub-master keying system for the building that is an ex-tension of the existing Langley AFB, JBLE keying system. Best Lock Corporation can key cores and provide keys in accordance with the Langley AFB, JBLE grand master keying system; the base grand master keying sys-tem will not be made available to outside contractors. Key the equipment spaces and mechanical rooms separate-ly from the building systems. Key them alike to the existing Langley AFB, JBLE systems for equipment and me-chanical space doors. Prior to installing any lock cylinder or cores, the contractor shall coordinate with the Lang-ley AFB, JBLE locksmith to ensure compliance with the grand master keying system and master keying se-quence, and that the proposed lock hardware will meet requirements of this specification.

1.8.6 Communications

The Contractor shall design and install new communications in accordance with the most current version of 633d

COMM PREMISE WIRE DISTRIBUTION SYSTEM SPECIFICATIONS (Langley AFB, JBLE)

SECTION 01 11 00 Page 6

1.8.7 Electrical Panels

Any electrical panel altered by the Contractor shall have every circuit and circuit modification legibly identified as to its clear, evident and specific purpose and use. The identification shall include sufficient detail to allow each circuit to be distinguished from all others. Spare positions that contain unused overcurrent devices or switches shall be described accordingly. The identification shall be included in a circuit directory that shall be located on the face or inside of the panel door in the case of a panelboard and located at each switch in a switch-board. No circuit shall be described in a manner that depends on transient conditions of occupancy. This is in accordance with §408.4 of the 2008 version of the National Electric Code (NEC).

1.9 CONTRACTOR OPERATIONS

1.9.1 Grassy Areas

Grass and weed growth in excavated materials that are stockpiled on site shall be controlled or cut weekly.

Weeds and grass within the construction site shall also be controlled or cut weekly and any bushes or shrubs shall be trimmed monthly. Areas disturbed by construction or those areas required by the plans to be “re-seeded” shall be re-established by hydroseeding only. Straw shall not be used as a cover for freshly seeded areas.

1.9.2 Privately Owned Vehicles (POVs)

POVs used by Contractor personnel to commute to work are required to park in existing parking lots. Contractor or Contractor’s employees, including subcontractors, shall not park any personally owned vehicle (POV) or com-pany or delivery vehicle on grassy areas near or in the construction site without prior approval from the Contract-ing Officer, or his/her designated representative. When allowed, parking on grassy areas will only be for short-term delivery purposes (to include heavy tools, equipment, construction materials, etc.). Use designated hard sur-faces or existing parking lots near or within the project site for parking of POVs or company or delivery vehicles.

Tire and track impressions (ruts) created on wet or soft soil by vehicles or equipment used in the Contractor’s op-erations shall not be left for more than one day after removal of such vehicle or equipment that cased the rutting.

The Contractor shall restore the affected area(s) of the site to its original condition within that one-day period.

1.9.3 Site Cleanup

During construction, the Contractor shall maintain all areas in a neat and orderly manner. Contractor shall keep the construction site cleaned daily of all construction trash, trash generated by employees, debris or demolished building materials. If the work areas are not kept neat and orderly, the Contractor must return to the area to cor-rect the unacceptable condition. During the laying of asphalt roads, streets or parking surfaces, areas soiled by residual asphalt shall be cleaned daily. The Contractor shall treat with lime entrances and exits to asphalt work site at his/her own expense.

1.9.4 Access Routes

Access routes to this project shall be limited through the Base as shown on the plans. The Contractor shall not use the gates at King Street Bridge or LaSalle Gate (Nealy Avenue) for haul route entry or exit. When entering and exiting the base, the haul route shall be through the West Gate only.

1.9.5 Removal of Formwork

The Contractor shall remove all concrete formwork and boards within fourteen calendar days after concrete pour.

1.9.6 Noise Control

The Contractor shall comply with all applicable state, local and installation laws, ordinances and regulations rela-tive to noise control, to include applicable quiet hours exclusive to Langley AFB, JBLE. Work site is in a resi-dential area of Langley AFB, JBLE. There shall be absolutely no construction activities in or around the con-

SECTION 01 11 00 Page 7 struction site prior to or after the hours designated in “Work Hours” paragraph above without an approval from the Contracting Officer, or his/her designated representative. This restriction also applies to holidays also.

1.9.7 Excavations

All trenches/excavations shall be back filled and compacted to 95% of maximum Proctor density. Trenches will be top dressed with no less than three inches of shifted topsoil and then compacted. The finished area will be free of all debris, rocks and then graded to conform to the surrounding area. The area will be hydroseeded in accord-ance with SECTION 32 92 19 HYDROSEEDING of the specifications.

IF HYDROSEEDING IS SPECIFIED, INCLUDE 32 92 19 IN THE SPECIFICATIONS PACKAGE.

1.9.8 In-Ground Obstructions

Any type of raised obstructions shall have the surrounding soil backfilled, compacted to 95% of maximum Proc-tor density, and graded. The area will be top dressed as above to within three inches of the top of obstruction.

Ground level obstructions will have the area dressed to the level of the obstruction. The area will be hydroseeded in accordance with SECTION 32 92 19 HYDROSEEDING of the specifications.

IF HYDROSEEDING IS SPECIFIED, INCLUDE 32 92 19 IN THE SPECIFICATIONS PACKAGE.

1.9.9 Architectural Compatibility

Due to Langley AFB, JBLE’s distinct historic architecture and the high visitor traffic it receives, several special actions are required during construction:

a. The Contractor is solely responsible for spillage from his/her vehicles and such spillage shall be cleaned up immediately. For the duration of this contract and on a daily basis, the Contractor shall remove from all base roads and streets asphalt, mud, soil, rocks, trash and debris that result from his/her construc-tion operation on base. All roads or streets affected shall be cleaned before close of business on the par-ticular day affected. In the case of asphalt, roads will be cleaned and/or treated with lime immediately up-on detection.

b. Newly placed concrete curbing and sidewalks shall match existing, adjacent concrete in color and tex-ture.

c. Unprimed or factory-finished equipment installed on the exterior of facilities shall be painted with two coats of brown paint to match existing equipment.

1.9.10 Patching

All holes in walls or other parts of the structure where material or equipment is removed or replaced shall be sealed, painted, caulked or plugged neatly with original type of materials to match the existing part of the struc-ture so involved. All above work and materials shall be approved by the Contracting Officer or his/her designat-ed representative.

1.9.11 Repairs

Replace or restore all pavement, curb and gutter, and sidewalk disturbed by operations under this contract to the original condition, except where shown or specified otherwise. Compact backfill in pavement repairs with me-chanical tampers to affect a density equal to adjacent subgrade. Replace pavement with equal materials and equal thicknesses to that removed, unless indicated otherwise. Each pavement area shall be replaced immediately after the work operation for that area is completed. At the Contractor’s option, a temporary repair with a surface of bi-tuminous concrete may be made immediately and removed and the permanent repair made before completion of the contract.

SECTION 01 11 00 Page 8

1.9.12 Marking

Contractor shall not mark any curb or pavement with paint.

1.9.13 Protection Requirements

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parties and indi-viduals within or near the work areas who could be endangered by the installation of the work.

1.9.14 Accidental Spills

In the event of fuel spillage during the performance of this contract, the Contractor shall be responsible for its containment, clean-up and related disposal costs. The operator shall have sufficient spill supplies readily availa-ble on the pumping vehicle or at the site to contain any spillage. In the Event of a Contractor related release, the

Contractor shall immediately notify the Environmental Management Office and take appropriate actions to cor-rect its cause and prevent future occurrences. If the federal, state, or local authorities assess any monetary fine, penalty or assessment related to the release of any substance by the Contractor, his/her employees, or agents dur-ing the performance of this contract, the Contractor shall be solely liable for its payment, authorizes the United

States Air Force to withhold such form of payment and otherwise indemnify and hold the United States Air Force harmless.

1.10 ENVIRONMENTAL PROTECTION. PLEASE REFER TO LANGLEY AFB, JBLE SECTION 01 12

00, ENVIRONMENTAL SPECIAL CONDITIONS.

1.10.1 Environmental Restoration Program (ERP) Requirements

[Include only if work is in ERP area. Ensure drawings define IRP boundaries and well locations]

1.10.1.1 Contaminated Soil and Free Products

Any material (soil) that is suspected of containing petroleum products shall be reported to the Contracting Officer or his/her designated representative. If discovered, the Contractor shall mitigate any potential threat to the work-ers, public and environment. The area that will be disturbed under this contract has the potential to have free product migrate into and under the construction site. Comply with VR-680 and record the quantity of any fuel removed from [the line]. Contaminated soil or free product shall not be used for backfill or removed from the base without written approval from the Contracting Officer. Once removal is approved, Contractor shall dispose of material under guidance of the Pollution Prevention Officer (633 CES/CEAN). All hazardous waste manifests shall be prepared by the Contractor and shall be coordinated, approved and signed by 633 CES/CEAN Hazardous

Waste Manager (37 Sweeney Boulevard) prior to removal of such waste from the base.

1.10.1.2 Site Safety

Site summaries from our Management Action Plan are furnished with this contract to familiarize personnel with the potential hazards associated with construction and demolition work at these sites. Ensure workers are in-formed of potential hazardous exposures from working at these sites, and that the appropriate precautions are fol-lowed to minimize hazards to human health and the environment. Personnel working at these sites shall have 40-hour HAZWOPER Training. At least one individual on site should have completed the OSHA 8-hour supervisor training course. The plans identify the boundary of these IPR sites. To perform work at these sites, the Contrac-tor must have a Health and Safety Plan and Hazardous Waste Disposal Plan for proper disposal of all regulated materials generated during execution of this project.

SECTION 01 11 00 Page 9

1.10.1.3 Monitoring Wells

There are several monitoring wells installed in and around the proposed construction area. Site maps and con-struction drawings provide the location of these wells. The Contractor shall take all precautions to prevent any damage to wells. If the wells and associated structures are damaged during the project, the Contractor shall re-pair/replace all damages at no additional expense to the Government. Contractor shall dispose of all regulated materials during repair of the damaged structures and remove any free product as required by Virginia Depart-ment of Environmental Quality (VDEQ) regulations.

1.10.1.4 Additional Excavation

Prior to any excavation beyond the immediate area or boundary of the construction site, the Contractor shall co-ordinate with 633 CES/CEAN and obtain the Contracting Officer’s approval.

1.10.2 NOTIFICATION OF ASBESTOS CONTAINING MATERIALS (ACM)

[Specifier Select One of the Following Paragraph]

1.10.2.1 Asbestos Notification

Tests have indicated that Asbestos Containing Materials (ACM) are not present in the areas affected by this work.

However, if ACM are exposed that were not previously known to exist, the Contractor shall cease work in the af-fected area and notify the Contracting Officer. If the Contractor is tasked to remove the discovered the ACM, all asbestos removal work is subject to OSHA, EPA and Commonwealth of Virginia compliance and inspection for asbestos abatement. Contractor must perform asbestos removal work in accordance with these specifications and

EPA National Emissions Standards for Hazardous Air Pollutants (NESHAPs) for asbestos and any subsequent updates thereto. This includes State and EPA Region 3 Notifications that shall be accomplished at least 20 days prior to starting any asbestos abatement or removal. A copy of the notifications shall be submitted to the Con-tracting Officer. All hazardous waste manifests shall be signed by 633 CES/CEIE (37 Sweeney Boulevard) prior to removal of such waste from the base. Only CEIE is authorized to sign these manifests. The Asbestos Program

Manager is Mr. David Jennings who can be contacted at (757) 764-1133. Please contact him if you have any questions.

[OR]

1.10.2.1 Asbestos Notification

Tests have indicated the presence of Asbestos Containing Materials (ACM) in the areas affected by this work. Con-tractor is reminded that all asbestos removal work is subject to OSHA, EPA and Commonwealth of Virginia com-pliance and inspection for asbestos abatement. Contractor must perform asbestos removal work in accordance with these specifications and EPA National Emissions Standards for Hazardous Air Pollutants (NESHAPs) for asbestos and any subsequent updates thereto. This includes State and EPA Region 3 Notifications that shall be accomplished at least twenty days prior to starting any asbestos abatement or removal. A copy of the notifications shall be submit-ted to the Contracting Officer. All hazardous waste manifests shall be signed by 633 CES/CEIE (37 Sweeney

Boulevard) prior to removal of such waste from the base. Only CEIE is authorized to sign these manifests. The

Asbestos Program Manager is Mr. David Jennings who can be contacted at (757) 764-1133. Please contact him if you have any questions.

1.11 PROTECTION OF GOVERNMENT PROPERTY

1.11.1 General

The Contractor shall at all times protect and preserve the property of the Government which is within the work area and could be affected by the accomplishment of the work specified and indicated, and all parities and indi-viduals within or near the work areas who could be endangered by the installation of the work. Protection re-

SECTION 01 11 00 Page 10 quirements include protecting the interior of the facility from inclement weather. Any actions necessary for ade-quate protection are solely the Contractor’s responsibility. Any temporary boarding of windows or doors must be painted Langley Brown or Langley Beige to match the exterior.

1.11.2 Protection of Equipment

Contractor is required to cover equipment that is to remain in place within the area of contract operations and pro-tect it against damage or loss and store equipment that is removed in performance of work where directed or use in work as required by drawings and specifications. Equipment temporarily removed shall be protected and re-turned equal to its condition prior to starting work at no additional expense to the Government. Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.11.3 Protection of Grounds

Contractor shall provide protective barriers for all grass, trees, shrubs, sidewalks, curbs and gutters within the construction boundary. Furthermore, such items, including grass, outside the construction boundary shall also be protected during delivery of materials or moving of equipment. Damages caused by the Contractor to existing grounds, plants, pavements, utilities, work by others, fixtures, or furnishings shall be repaired by the Contractor.

Such repairs shall be of as good condition as exited before the damaging, unless such existing work is scheduled for removal or replacement by the work requirements of the contract. This requirement also pertains to grading of site to remove all clods and grade irregularities prior to final inspection and acceptance. The Contractor may be required to install temporary fencing to protect the site, at no cost to the Government.

1.12 SAFETY

1.12.1 Safety Barriers and Signs

Contractor shall provide barricades, traffic control signs and construction safety signs that meet industry stand-ards. Actual location, size and final arrangement of these items shall be discussed and approved by the Contract-ing Officer prior to installation. Such approved items shall be of uniform size, design and color. All cones, bar-ricades, warning lights, temporary signs and protective devices shall conform to the current requirements of the

Federal Highway Administration’s Manual of Uniform Traffic Control Devices for Streets and Highways

(MUTCD) and the US Army Corps of Engineers Safety and Health Requirements Manual EM 385-1-1.

http://mutcd.fhwa.dot.gov/pdfs/2003r1r2/pdf_index.htm

1.12.2 Employee Health and Safety

1.12.2.1 Compliance

In order to provide safety controls for protection to the life and health of employees and other persons; for pre-vention of damage to property, materials, supplies, and equipment; and for avoidance of work interruptions in the performance of this contract, the Contractor shall comply with all pertinent provisions of the Corps of Engineers

Manual, EM 385-1-1 (2003), entitled “Safety and Health Requirements Manual”, as amended. The Contractor will also take or cause to be taken such additional measures as the Contracting Officer or his/her designated rep-resentative may determine to be reasonably necessary for the purpose. A copy of the manual is available for re-view in the Civil Engineering Contract Management Section office (Building 328) or copies can be obtained from the Government Printing Office, Washington DC 20402.

1.12.2.2 Subcontractor’s Compliance

Compliance with the provisions of this clause by subcontractors will be the responsibility of the Contractor.

Solicitation Number: FA4800-14-B-0002 http://mutcd.fhwa.dot.gov/pdfs/2003r1r2/pdf_index.htm

SECTION 01 11 00 Page 11

1.12.2.3 Safety Records

The Contractor will maintain an accurate record of, and will report to the Contracting Officer or his/her designat-ed representative in the manner and on the forms prescribed by the Contracting Officer or his/her designated rep-resentative, exposure data and all accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies and equipment incident to work performed under this contract.

1.12.2.4 Notification of Non-Compliance and Corrective Action

The Contracting Officer or his/her designated representative will notify the Contractor of any noncompliance with the foregoing provisions and the action to be taken. After receipt of such notice, the Contractor shall take immediate corrective action. Such notice, when delivered to the Contractor or his/her representative at the site of the work, shall be deemed sufficient for the purpose. If the Contractor fails or refuses to comply promptly, the

Contracting Officer or his/her designated representative may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop orders shall be made the subject of claim for extension of time or for excess costs or damages by the Contractor.

1.12.3 Applicable Publications

The publications listed below form a part of this specification to the extent referenced. The publications are re-ferred to in the text by basic designation only.

a. Code of Federal Regulations (CFR):

(1) OSHA General Industry Safety and Health Standards (29 CFR 1910); Publication V2206; OSHA

Construction Industry Standards (29 CFR 1926). One source of these regulations is OSHA Publication

2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. They are for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

b. National Emission Standards for Hazardous Air Pollutants (40 CFR, Part 61).

c. Federal Standard (Fed. Std.):

(1) 313A Material Safety Data Sheets, Preparation and the Submission to the BioEnvironmental Of-fice on Langley AFB, JBLE. Safety and Health Requirements Manual, EM 385-1-1

(2) Use of Asbestos Containing Material or any Class 1 ozone depleting chemical compounds is pro-hibited at Langley AFB, JBLE, DA Circular 40-83-4

(3) Work covered by this section: This section is applicable to all work covered by this contract.

(4) Definition of Hazardous Materials: Refer to hazardous and toxic materials/substances included in

Subparts H and Z of 29 CFR 1910 and to others as additionally defined in Fed. Std. 313. Those most commonly encountered include asbestos, lead paint, polychlorinated biphenyl’s (PCBs), explosives and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging and pipe covering.

1.12.4 Precautions Against Hazards

1.12.4.1 Welding, Cutting and Burning

All welding and cutting operations shall be done in accordance with nationally recognized good practice. The current publications of the American Welding Society, 2501 NW 7 th

Street, Miami FL 33125, and the National

Fire Protection Association, 470 Atlantic Avenue, Boston MA 02110, shall be used as a minimum standard of na-tionally recognized safety procedures in welding and cutting.

The Contractor shall provide the necessary methods of fire extinguishment and fire prevention, and before opera-tions begin, clear all welding and cutting operations with the representative of the Contracting Officer or his/her

SECTION 01 11 00 Page 12 designated representative. The Contractor shall request and receive an AF Form 592, USAF Welding and Braz-ing Permit, before preparing for such operations.

The Contractor shall discontinue all burning, welding or cutting operations one hour prior to the end of the nor-mal workday. The Contractor shall provide a workman to remain at the site for thirty minutes after discontinuing the above operations. This workman shall make a thorough inspection of the area for possible sources of latent combustion. Any unsafe conditions shall be reported to the Fire Department for their investigation – EMER-

GENCY PHONE NO 911.

1.12.4.2 Open Flames

The use of open-flame heating devices will not be allowed except by special permission of the Contracting Of-ficer or his/her designated representative. Such permission will not be granted unless the Contractor has taken all venting precautions. Burning trash, brush or trees on the job site will not be allowed unless specific approval is granted for each incident by the Contracting Officer or his/her designated representative. Approval for the use of open fires and open-flame heating devices will in no way relieve the Contractor from the responsibility of any damage incurred because of fires

1.12.4.3 Flammable Liquid Storage

Flammable liquids shall be stored and handled in accordance with the Flammable Liquids Code (No. 30) of the

National Fire Protection Association. Flammable liquids shall not be stored in the Contractors storage trailers.

1.12.4.4 Technical Services

The Langley Fire Department, Technical Services Section, (757) 764-4275, is available for assistance concerning fire hazard questions.

1.13 SECURITY

1.13.1 General Base Requirements

Access to Langley AFB, JBLE is restricted to those Contractor and subcontractor employees required for the per-formance of this contract and only for the performance period of this contract. Contractor passes are issued by the Pass and Registration Section, Building 5 (Visitor Control Center, at the LaSalle gate), after a signed letter from the Contractor listing all employee names and social security numbers has been delivered to and approved by the Contracting Officer or his/her designated representative. Procedures for requesting Base Passes for em-ployees and Contractor vehicles will be further explained during the preconstruction conference.

1.13.2 Emergency Security Situations

If a security violation is detected from any cause, it may result in the cessation of all work and evacuation of the area by all Contractor personnel to a point to be determined by the Security Forces Supervisor at the scene. The control of construction personnel under these conditions is a Security Forces Officer and their orders shall be fol-lowed in detail. Construction will be permitted to resume as quickly as possible. The individual causing the vio-lation may be apprehended, and if so, will be processed and released to a responsible supervisor; such person might be away from his/her work site as long as 1 to 1½ hours. If a hostile situation is detected because of the construction activity, the entire crew may be removed from the area and detained until competent authority ap-proved their release. All Security Forces exercises will be scheduled not to interfere with construction personnel or with their work.

SECTION 01 11 00 Page 13

1.13.3 Work In Special Security Areas

1.13.3.1 Escorts

Government shall provide all escorts required for access to security areas while working on construction projects at LAFB.

1.13.3.2 Applicable Security Criteria

AFI 31-101, The Air Force Installation Security Program shall apply to construction projects at Langley AFB, JBLE.

1.13.4 Controlled Areas

[Include only if work will be performed in a controlled / secure area]

1.13.4.1 General

All work to be performed on this project is within the boundary of a USAF Installation and will be confined to the immediate vicinity of ____ [PROVIDE FACILITY NUMBER]. Full operational status of the mission and

Security Forces will be maintained throughout the contract period. To facilitate contract work while preserving strict security, a Contractor free zone will be established around each work area, and a combination of entry con-trol, internal movement and surveillance techniques will be employed. Security procedures and USAF Security

Forces actions will take precedence over all concerns at the time of emergencies or mission operations. The use of deadly force is authorized to protect government resources.

1.13.4.2 Entry Control

Entry into the work areas will be by Air Force Form 75, Visitor Pass and an Entry Authority List provided by the

Contractor to the Chief of Security Forces. The Base Commander retains the authority to deny entry to any per-son(s). Security Forces and Escort Officials execute this authority for the Base Commander.

1.13.4.3 Identification Permits

The Contractor is responsible for requiring each employee to display an identification permit while within the ar-

ea. All identification permits shall be immediately delivered to the Contracting Officer or his/her designated rep-resentative, for cancellation upon release of any employee or termination of contract work, whichever is sooner.

All Contractor personnel shall stay within the boundaries of the guarded work zone. Subcontractors, material de-liverers or other workers must be pre-identified 48 hours in advance of their arrival by an Entry Authority List approved by the Contracting Officer or his/her designated representative. This list will contain the full name, SSAN and the base pass number (Air Force Form 75). If this notification is not received, some delay may be ex-pected

1.13.4.4 Search Procedures

Search procedures will be in effect at all times. Each time a Contractor personnel enters the secure area the vehi-cle and cargo, briefcases, toolboxes, etc. may be searched. Individuals are also subject to search by the use of a metal detector. Primary emphasis will be placed on locating explosive devices, instruments of espionage, unau-thorized individuals and other objects of a suspicious nature. The Contractor shall store tools and cargo that are not required for the job in his/her own facility that will be located in a designated area.

1.13.4.5 Internal Controls

The boundaries of the designated work areas will be under surveillance of armed guards. Contractor personnel must remain within the boundaries of the designated area and shall enter or depart the work areas only through

SECTION 01 11 00 Page 14 the designated Exit / Entry Point. The Contractor shall insure all persons are aware of the boundaries, and that they are to remain within the work zone.

1.13.4.6 Security Manager

The Contractor shall designate a representative as Security Manager to coordinate security matters. At least 48 hours in advance of a change in work hours, the Security Manager shall notify the Contracting Officer or his/her designated representative, who will notify the Security Forces.

1.13.4.7 Housekeeping

The Contractor shall keep the work area neat and tidy. Clean up shall be accomplished daily, and all piles of ma-terials, equipment and debris that could afford cover or concealment for unauthorized persons shall be removed from the area. Storage areas will be designated and the Contractor shall not store anything within thirty feet of the boundary fence.

1.13.4.8 Power Interruptions

Power interruptions necessary as a part of the construction project shall be coordinated with the Contracting Of-ficer or his/her designated representative who will notify the Base Civil Engineer, Central Security Control and

(the area occupants). The request for interruptions shall include reason, date, time, area affected and duration, and shall be submitted to allow notification at least two days in advance of the interruptions.

1.13.4.9 Repair Responsibilities

Any damages or alteration to any security facility, i.e., fence, lighting, communication cables, will be repaired, replaced, or suitable substitute provided by the Contractor prior to nightfall of the day such action occurred or was detected.

1.13.4.10 Overnight Storage of Construction Machinery

All construction machinery that is self-propelled (tractors, backhoes, dozers, trucks, etc.) will not be allowed to remain within the Controlled Area overnight. Such vehicles must be parked in a designated area thirty feet be-yond the boundary fence, locked and keys removed.

1.13.4.11 Mission Operation

(Occupant) (Munitions) and Security Operations will be continuous throughout the contract period and will necessitate nominal constraints on Contractor operations. Planning between the Contracting Officer or his/her designated representative and mission units can eliminate most constraints except those caused by unforeseen events. During any movements of security re-sources into or from the Controlled Area, construction will be halt-ed prior to the movement and the construction crew will be relocated to an area away from the convoy route or destination. Under no circumstance will the reason for this relocation be announced to the Contractor. The (Site

Supervisor / Convoy Commander) will be responsible for insuring all Contractor personnel are positioned away from the convoy routes and destination.