24-1101 Bldg 112 100 Final Specs.pdf

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189th AW, LITTLE ROCK AFB B112 SOFFIT REPAIR AND REPLACEMENT
Solicitation number
W50S6P25BA001
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This document is a comprehensive construction specification for Building 112 Soffit Repair and Replacement at Little Rock Air Force Base for the 189th Airlift Wing of the Arkansas Air National Guard. The project involves repairing and replacing the soffit system, with specifications covering multiple technical aspects including demolition, wood and moisture protection, metal soffit panels, sheet metal flashing, gutters, and finishing work. The technical specifications provide detailed requirements for materials, installation methods, quality control, and performance standards across various construction disciplines.

The associated federal contract opportunity is a 100% small business set-aside solicitation with a project magnitude between $100,000 and $250,000. The solicitation (W50S6P25BA001) is for the Arkansas National Guard, with a pre-bid site visit scheduled for 1 July 2025 at 9:00 AM. The North American Industry Classification (NAICS) code is 236220, with a small business size standard of $45 million average annual revenue over the past three years. Offerors are required to submit a bid bond, and the contract will be awarded to the most advantageous responsible bidder based on price and price-related factors, with all solicitation and amendment notices to be posted on SAM.gov.

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CONSTRUCTION SPECIFICATIONS FOR:

BUILDING 112 SOFFIT REPAIR

AND REPLACEMENT

189th AIRLIFT WING

ARKANSAS AIR NATIONAL GUARD

LITTLE ROCK AIR FORCE BASE

Prepared By

SCM ARCHITECTS

01 NOVEMBER 2024

BUILDING 112 SOFFIT REPAIR

AND REPLACEMENT

TABLE OF CONTENTS TOC- 1

BLDG. 112 SOFFIT REPAIR AND REPLACEMENT

TABLE OF CONTENTS

TABLE OF CONTENTS

INDEX OF DRAWINGS

1 – GENERAL REQUIREMENTS

SECTION 01 11 00 - SUMMARY OF WORK

SECTION 01 14 16 - OCCUPANCY

SECTION 01 14 19 - COORDINATION

SECTION 01 33 00 - SUBMITTAL PROCEDURES

SECTION 01 35 29 – SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS ... 21

SECTION 01 42 00 – SOURCES FOR REFERENCE PUBLICATIONS

SECTION 01 45 00 - QUALITY CONTROL

SECTION 01 50 00 - CONSTRUCTION FACILITIES & TEMPORARY CONTROLS ... 41

SECTION 01 57 22 - TREE PRESERVATION

SECTION 01 57 23 - STORM WATER POLLUTION PREVENTION MEASURES

SECTION 01 62 35 - RECYCLED / RECOVERED MATERIALS

SECTION 01 63 00 - SUBSTITUTIONS AND PRODUCT OPTIONS

SECTION 01 63 50 – MATERIAL SHIPMENTS

SECTION 01 69 99 - REAL PROPERTY RECORDS

2 - EXISTING CONDITIONS

SECTION 02 00 00 - EXISTING CONDITIONS

SECTION 02 41 00 - DEMOLITION

SECTION 02 42 00 - CONSTRUCTION & DEMOLITION WASTE MANAGEMENT

6 – WOOD, PLASTICS AND COMPOSITES

SECTION 06 00 00 - WOOD, PLASTICS AND COMPOSITES

SECTION 06 10 00 - ROUGH CARPENTRY

7 – THERMAL AND MOISTURE PROTECTION

SECTION 07 00 00 - THERMAL AND MOISTURE PROTECTION

SECTION 07 24 00 - EXTERIOR INSULATION AND FINISH SYSTEM

SECTION 07 26 00 – SELF-ADHERING UNDERLAYMENT

SECTION 07 42 13 - METAL SOFFIT PANELS

SECTION 07 62 00 - SHEET METAL FLASHING

SECTION 07 63 10 – GUTTERS AND DOWNSPOUTS

SECTION 07 90 00 - JOINT PROTECTION

TABLE OF CONTENTS TOC- 2

9 - FINISHES

SECTION 09 00 00 - FINISHES

SECTION 09 22 16 - NON STRUCTURAL METAL FRAMING

SECTION 09 26 00 - GYPSUM BOARD ASSEMBLIES

INDEX OF DRAWINGS IOD - 3

INDEX OF DRAWINGS

GENERAL

T1.01 COVER SHEET

ARCHITECTURAL

A0.01 DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLAN

A0.02 DEMOLITION ROOF PLAN AND EXTERIOR ELEVATIONS

A1.01 FLOOR PLAN AND REFLECTED CEILING PLAN

A1.02 ROOF PLAN AND EXTERIOR ELEVATIONS

A2.01 SOFFIT DETAILS

SUMMARY OF WORK 01 11 00 - 5

1 – GENERAL REQUIREMENTS

1.01 PROJECT SCOPE

A. Contractor shall provide all plant, labor, materials and equipment necessary to fully meet all requirements of this Summary of Work, Construction Specifications, Construction Drawings and all other Contract Documents related to and/or titled: “BUILDING 112 SOFFIT REPAIR AND REPLACEMENT” at Little Rock AFB, Arkansas.

1.02 PRINCIPAL FEATURES

A. Principle features of the work consist of but are not limited to the following:

Demo

Build

Protect

B. The above general outline of the principal features does not in any way limit the responsibility of the Contractor to perform all work required by the plans and specifications.

1.03 PROJECT AREA LIMITATIONS

A. All work shall be performed in the immediate project area. Refer to the drawings.

1.04 DOCUMENTS

A. The Contractor shall:

Check all Government furnished construction drawings immediately upon receipt;

Compare all Government furnished construction drawings and verify the figures before laying out the work;

Promptly notify the Contracting Officer of any discrepancies

Be responsible for any errors which might have been avoided by complying with this paragraph (1.04 A).

B. Large scale drawings shall, in general, govern over small scale drawings. Figures marked on drawings shall, in general, be followed in preference to scale measurements.

C. Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work, but shall be performed as if fully and correctly set forth and described in the drawings and specifications.

D. The Contractor shall maintain a complete set of construction drawings, construction specifications, project related sketches, pictures, approved Contract modifications (if any) and all approved submittals on the job site at all times. One set of such construction drawings shall be designated the "Record Drawings" upon which as-built data shall be neatly recorded and dated in red ink by the Contractor. Contemporaneous annotation of accurate As-Built data on the Record Drawings is to be verified by the Contracting Officer and the Contracting Officer’s Representative, as a prerequisite to the Contractor receiving

SUMMARY OF WORK 01 11 00 - 6

progress payments. Upon completion of construction, the Contractor shall submit a copy of record drawings and update Contractor furnished AutoCAD drawing files (*.dwg) with As- Built information and digitally stamp these all of these drawings as “As-Built”. The digital stamp shall include the wording “As Built,” the name of the construction Contractor and the month and year of construction completion. These drawing files shall be turned over to the Contracting Officer on 3 compact disks (CD) prior to final payment. Each CD shall have one complete set of AutoCAD drawings and a complete set in Adobe Acrobat format.

E. The Contractor shall perform an as-built geographic information survey (GIS) survey of all new or modified exterior construction and provide this information to the Government as specified in Section 01 33 00 SUBMITTAL PROCEDURES.

F. Where conflicts between the drawings and specifications occur, specifications shall govern in accordance with FAR 52.236-21.

1.05 EXISTING WORK

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

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

C. Contractor shall protect all Government property against damage, to include but not limited to dust, fumes, impact, scratching, water, paint, joint compound, power failure, power surges, weather, heavy equipment, et cetera. All damages caused by the Contractor, whether to equipment, furniture, roads, landscaping, building components or any other type of Government property encountered at or near the project site shall be repaired or replaced to match existing and to the satisfaction of the Contracting Officer at no cost to the Government.

END OF SECTION – SUMMARY OF WORK

OCCUPANCY 01 14 16 - 7

1.01 OCCUPANCY

A. Facilities designated for work under this contract will be occupied during construction.

END OF SECTION – OCCUPANCY

COORDINATION 01 14 19 - 9

1.01 TERMS

The initials “CO” shall mean the Contracting Officer. The initials “COR” refer to the Contracting Officer’s Representative. This is applicable to all specification sections.

1.02 WORK SCHEDULE

A. Little Rock Air Force Base work hours are 7:00 a.m. to 4:00 p.m. all days of the week except Saturday, Sunday, and Federal Holidays. Contractor shall not perform any work outside of these work hours without obtaining written approval from the Contracting Officer. If weekend or evening work is required due to utility outages or other requirements, such work shall not be performed without prior written approval of the Contracting Officer and such work shall be accomplished at no additional cost to the Government. The Contracting Officer requires at least three (3) business days’ notice, in writing, from the Contractor to provide written approval or disapproval.

1.03 UTILITIES

A. Existing electrical service to the facility shall be maintained until new electrical service is in place and ready for operation.

B. Utility interruptions shall be approved by the Contracting Officer. The Contractor shall submit to the Contracting Officer a written request for such work at least three (3) weeks prior to the desired date. The following shall apply:

Electrical primary power outages will be performed by Entergy Arkansas Inc. and shall be fully coordinated with the Contracting Officer’s Representative, LRAFB Utility Privatization Liaison and Entergy Arkansas Inc. The Contractor shall submit to the Contracting Officer’s Representative and LRAFB Utility Privatization Liaison a written request for such work at least three (3) weeks prior to the desired date. Electrical primary outages shall be limited to four (4) hours.

Water outages will be performed by the 19th Civil Engineer Squadron and shall be fully coordinated with the Contracting Officer’s Representative.

Communications Utilities.

a. The Contractor shall not disturb communication wiring to facilities. Where such facilities require removal of communication equipment and wiring to accomplish the work involved, the Contractor shall notify the Contracting Officer at least five (5) work days in advance of the requirement, for scheduling such removals by the Government. The Contractor shall allow for the accomplishment of such removals by the telephone company or communications personnel for the systems they service. If construction activities damage any communication equipment or wiring, the Contractor shall restore services as soon as possible, but no later than 24-hours, and at no cost to the Government.

Excavating Around or Locating Existing Utilities.

Prior to the start of work, the Contractor shall identify and locate all valve or utility shut-off locations for use in the event of accidental damage. To preclude accidental damage, the Contractor shall locate all known utilities (i.e., communication, natural gas, fuel supply, etc.)

by hand digging prior to any excavation with power equipment. The Contractor shall note

COORDINATION 01 14 19 - 10

any utilities discovered during excavations that are missing or incorrect on the contract drawings (including any erroneous dimensions on Government record drawings), or those utilities staked by the user, and clearly identify those discoveries on the as-built drawings.

1.04 PROTECTION OF EXISTING FACILITIES

A. The Contractor shall conduct and schedule all work in a manner to cause as little disruption as possible to the existing facilities and operation. Phase work as may be indicated on drawings or required by this contract.

B. The Contractor shall ensure that the existing building is maintained weatherproof at all times. The buildings HVAC system shall also be maintained in full operating order by the Contractor. The Contractor shall provide and install 40% efficient construction filters and shall maintain the filters throughout the construction timeframe in all return air, outside air and exhaust air inlets in the construction area or where dust and debris may enter the duct.

1.05 SITE VISITATION

A. The Contractor shall be responsible to visit the project site prior to, and during, the course of construction to verify existing conditions, actual sizes, and other requirements outlined in the other sections of the specifications.

B. Existing Facilities/Job Site Verification.

Record drawings, showing existing facilities and underground utilities, are available to the Contractor through the Base Civil Engineer office. The Government does not guarantee the accuracy, availability or adequacy of existing as-built/record drawings. The Contractor is responsible to verify all dimensions and actual conditions when developing their contract proposal. Failure to verify the dimensions and locations will be at the Contractor’s risk and shall not relieve the Contractor from accomplishing the work required by the contract at the price awarded by the Government. The Contractor shall immediately repair any utility line shown on a record drawing (or made known to the Contractor) and damaged during construction work, at no cost to the Government.

1.06 BASE REGULATIONS

The Contractor shall conform to all base regulations and directives pertaining to security, safety, debris removal, fire, traffic and personnel clearances, insofar as they pertain to the Contractor's activities on Little Rock Air Force Base. Contractor shall ensure conformance by all employees and sub-contractors.

1.07 FIRE PROTECTION

The Contractor shall be responsible for conformance with base fire regulations and NFPA 241, including Appendix A. These regulations are available for review during duty hours at the Base Fire Station located in Building 239. Fire extinguishers required during the construction period shall be furnished and maintained by the Contractor and removed by the Contractor upon acceptance of the facility by the Contracting Officer. No welding/cutting and open flame operation shall be allowed in facilities when automatic fire detection and suppression systems are out of service unless the Contractor posts a fire guard for 24 hours after welding/cutting and open flame operation or certifies the facility fire safe.

1.08 WELDING PERMIT

A. Prior to performing any welding, cutting or brazing, the Contractor shall obtain a properly completed AF Form 592 (Burning Permit) from the 19 CES Fire Department. A permit is required per job, per day. Contractor shall return all welding, cutting, or brazing permits to

COORDINATION 01 14 19 - 11

the 19 CES Fire Department at the end of each week, at a minimum. The Contractor shall maintain a fully charged fire extinguisher on site at all times regardless as to whether or not welding, cutting, or brazing is being performed.

B. Hot Welding (delete paragraph if no JP8 pipeline welding, UST/AST work, or other fuels work is being done): A step by step plan shall be submitted 15 days prior to hot welding to the Contracting Officer and accepted by AMC. The plan shall cover the location of the weld, material to be used, size of the line, material in the line, safety precautions, welding procedures, etc. The Contractor shall comply with 29 CFR 1917.152 welding, cutting, heating (Hot work) and 29 CFR 1926 subpart J welding, cutting Fire prevention. The Contractor shall be responsible to verify a vapor free environment as defined by 29 CFR 1917 with a Backarach 514M meter. The Government will not supply the meter. The plan shall also contain the dates of the proposed welds and the estimated time the fuel lines will be down. A Command Certified Liquid Fuels Manager (LFM) shall be on site during all hot work. NO WORK SHALL PROCEED UNTIL THIS PLAN IS APPROVED.

1.09 CONSTRUCTION PERMIT (DIGGING PERMIT)

A. A properly completed AF Form 103, Base Civil Engineering Work Clearance Request, shall be obtained by the Contractor prior to performing any excavation.

B. A separate AF Form 103 shall be obtained by the Contractor for each excavation to be accomplished.

C. Contractor shall submit a request for AF Form 103 a minimum of 14 calendar days and a maximum of 28 days prior to desired start of excavation. The Contractor shall allow a minimum of 14 calendar days for processing.

D. Each request shall be in writing and designate the location of the proposed excavation and the scheduled date.

E. The completed AF Form 103 will contain information for locating existing utilities and telephone lines. The Contractor shall keep the AF Form 103 at the excavation site and shall comply with instructions for hand excavation and with other methods of safeguarding the buried utilities.

F. In addition to the requirement to obtain a construction permit and prior to any excavation, the Contractor shall perform a pipe/cable location survey using a variety of modern locating equipment suitable for locating various types of pipe and cable. The Contractor shall use a signal generating locator such as a Goldak Gold Digger 4400 for metallic pipe and cable. For non-metallic pipe use a vibration generator such as a Fuji Tecom PL-130 or an RD-500. For non-metallic sewer pipe use a snake with attached generator. The Contractor shall mark all locations on the ground. The Contractor shall submit a sketch showing the found locations of utilities to the Contracting Officer’s Representative for approval prior to beginning excavation. The Contracting Officer’s Representative will provide available information as to the existence and location of known utilities with the approved construction permit. The Contractor shall be responsible for repairing damage to utilities, whether known or unknown, due to any failure on the Contractor’s part to perform a rigorous survey.

1.10 OCCUPANCY OF GOVERNMENT FACILITIES

When the Contractor has complete or partial occupancy of any building or facility, the Contractor shall be responsible for properly informing the Contracting Officer’s Representative of any condition which would jeopardize the building or its contents, such as loss of heat, air conditioning, danger of pipes freezing, loss of electric power, water, sewer

COORDINATION 01 14 19 - 12

or gas services or loss of building security. Contractor shall call telephone number 987-6434 and inform the Contracting Officer’s Representative or, if after duty hours, call 987-6553, CE Service Call. Contractor is responsible for correcting all situations under the scope of this contract or caused by the Contractor, and shall notify the Contracting Officer’s Representative and/or CE Service Call immediately for situations not covered by this contract, or emergency situations beyond the Contractor’s control.

1.11 ASBESTOS:

A. Removal of Asbestos Containing Material (ACM) shall be accomplished by this contract per the requirements of Arkansas Department of Environmental Quality (ADEQ) Regulation 21. ACM shall be removed as a part of lump sum cost for this contract. The Contractor shall be responsible for notifying the Contracting Officer and Contracting Officer’s Representative of any additional asbestos discovered during construction/demolition. The Contracting Officer will obtain testing of the material in question and instruct the Contractor accordingly.

B. Abatement Contractor shall submit for approval a copy of the company’s license to do abatement in the state of Arkansas and date of expiration. Insurance shall be in compliance with and as required by ADEQ for abatement in the state of Arkansas. All workers and supervisors shall have current certification issued by the state of Arkansas.

C. LRAFB requires its contractors to comply with Arkansas Pollution Control and Ecology Commission (#014.00-021) Regulation No 21. Arkansas Asbestos Abatement Regulation.

ACM surveys, removal, transportation and disposal shall be completed by an ADEQ approved/licensed abatement contractor. An ACM Abatement Contractor is responsible for providing ADEQ Notice of Intent (NOI) 10 days prior to starting removal. The Abatement Contractor shall provide clean air documentation that the facility is safe to return to normal activities upon completion of abatement. The Abatement Contractor shall provide a separate report including waste shipment records signed by the disposal facility showing all asbestos was removed and disposed of per regulatory requirements within 30 days of removal.

1.12 CHLOROFLUOROCARBON (CFC) REFRIGERANTS: Restrictions, Precautions and Controls

A. The Contractor shall not vent or cause to be vented chlorofluorocarbon (CFC) and hydochlorofluorocarbon (HCFC) refrigerants (R-11, R-12, R-22, R-113, R-114, R-115, R- 501, R-502, or any other mixtures containing CFCs) to the atmosphere during repair or maintenance work on the equipment covered by this Contract.

B. The Contractor shall have available refrigerant recovery or reclaim equipment to perform the work. The Contractor shall submit to the Contracting Officer a copy of the EPA registration of the recovery equipment. This registration shall also be provided during warranty work, if the equipment used is different than that used during construction.

C. Contractor personnel who operate refrigerant reclaim or recycling equipment shall possess the necessary state and local certificates for operating that equipment. The Contractor shall submit to the Contracting Officer a copy of the CFC certification for the personnel removing the refrigerant. This certification shall also be provided during warranty work, if the personnel involved are different than those who installed the equipment.

D. Contractor shall be responsible for meeting all requirements, permitting the licensing and certification required by state or local ordinance to work on refrigeration systems.

COORDINATION 01 14 19 - 13

E. The Contractor shall provide containers for the reclaimed refrigerant and shall return all reclaimed refrigerant and containers to the Government and provide documentation of the quantity recovered.

F. Replacement compressors and other replacement equipment used in repairing CFC-containing systems shall be compatible with CFC replacement refrigerants. If such would result in an increase in cost, the Contractor shall notify the Contracting Officer prior to the replacement.

1.13 LEAD BASED PAINT (LBP) AND COATINGS CONTAINING LEAD

A. This Contract may involve disturbance or demolition of construction material coated with LBP and/or coatings that may contain some level of lead. The Government will test representative surfaces to be disturbed under this contract using an X-ray fluorescence (XRF) analyzer and results will be provided with each project. The Government will test other appropriate representative surfaces to be disturbed at the written request of the Contractor. The Government will not be the removal agent for LBP or coatings containing lead.

B. Results of the XRF analysis with readings from .0 mg/cm2 up to 1 mg/cm2 are considered inconclusive and indicate only that a trace amount of lead may be present, but still may easily present an exposure hazard to workers. The Contractor at no additional cost to the Government shall accomplish any further sampling or testing required to comply with any law, standard, or regulation. A certified laboratory must perform all testing. The Contractor shall provide a copy of all test results to the Contracting Officer’s Representative.

C. The Contractor shall submit a written plan prepared by a competent person detailing demolition, removal, disposal and clean-up processes and procedures to be followed when dealing with the items addressed in this section. Precautions to ensure Government or other personnel near the work are not exposed to lead above accepted levels shall be included in the plan.

D. The Contractor shall handle and dispose of all construction materials coated with LBP and/or coatings containing lead in accordance with all federal, state, local, and base laws/regulations. The Contractor shall collect and analyze samples of demolition debris coated with LBP or coatings containing lead, including surface coatings that have been removed, to determine if the debris should be characterized as hazardous waste. All waste that has been deemed hazardous shall be disposed of through the base Defense Reutilization and Marketing Office (DRMO). Contractor shall adhere to the following requirements and procedures for disposal: Some waste may be recycled in accordance with Section 01 45 00 QUALITY CONTROL of this specification.

Present HAZMO/CAP (Bldg. 1575, 987-5247) with analytical results and ORG shop code.

Make appointment with DRMO, 987-3715. Waste must be to DRMO within 3 days after HAZMO/CAP has logged in the waste.

Deliver waste (Properly containerized and labeled per DOT 49 CFR 173) along with analytical results sheet, and paperwork provided by HAZMO/CAP (DRMS Form 1930, DD Form 1348 and AF Form 2005) to DRMO per scheduled appointment.

1.14 FLUORESCENT BALLAST AND LAMP DISPOSAL

A. All ballasts from demolished light fixtures shall be examined for markings, labels, etc. that identify the presence (or absence) of PCB’s. If no identifying Non-PCB characteristics can

COORDINATION 01 14 19 - 14

be determined, the ballast shall be considered as being PCB ballast. It shall be containerized, processed through the Centralized Accumulation Point (CAP), and then turned in to DRMO for PCB disposal. The ballasts that are clearly identifiable as Non-PCB may be recycled or disposed as solid wastes. The hours of the CAP office are 0700 to 1600, M-F, 987-8073. The Contractor shall call DRMO in advance for a turn-in appointment at 987-3715. The Contractor shall not attempt to (1) turn-in PCB ballast without processing said items through the CAP and (2) deliver same to DRMO without an appointment.

B. Container: Contractor shall store all PCB ballasts in either new UN approved steel or plastic open head drums as specified in 49 CFR 178.504 and 509. All used and/or reconditioned containers are unacceptable. The steel or plastic drums may not exceed 55 gallons in size. The total weight of container and PCB ballasts must not exceed the inscribed manufacturer container weight specifications. Contractor may store PCB containers on-site up to one week (five days), at which time the container shall be turned in to DRMO. The Contractor may turn in PCB containers at a more frequent rate, e.g., daily, etc., if so desired. PCB containers shall be stored within the confines of the immediate project site. The PCB containers shall not be exposed to the elements, placed in the open, nor allowed to collect rainwater. When not in use, each PCB container shall be covered with its appropriate lid. Contractor shall label each container as specified in 40 CFR 761 and 49 CFR 172.101. The number of PCB ballasts in each container shall be provided to the Contracting Officer’s Representative prior to turn in to DRMO.

C. Detached light fixtures that are clearly identified as having non-PCB ballasts shall be placed in Government supplied dumpsters which will be picked up, on site, by the Base Recycling Center.

D. Contractor shall be responsible for all QA/QC functions required in segregating PCB ballasts from non-PCB ballasts. The CAP will not perform any inspection, segregation, or identification of said ballast for the Contractor. The Contractor is fiscally responsible for any improper disposal of PCB ballasts. The Arkansas Department of Environmental Quality shall be notified should any Contractor be found violating any State or Federal regulations on PCB ballast disposal.

E. Fluorescent lamps shall be packaged, processed through the CAP, and then delivered to DRMO. Contractor may store fluorescent tubes in their original container or an appropriately sized cardboard box. In the event a cardboard box is used, each tube shall be protected from breakage by using appropriate egg crate or bubble-wrap packing.

1.15 OIL FILLED TRANSFORMER DISPOSAL

Any demolished transformer and medium voltage equipment that contains insulating liquid shall be tested for PCBs prior to turn in to DRMO. The turn in procedure is as follows:

A. Oil filled transformers and other equipment containing insulating liquid must be tested for the presence of PCB’s by the Contractor at the Contractor’s expense.

B. Equipment cannot be leaking. All caps/covers etc. must be tight.

C. Contractor shall unload equipment themselves; there is no forklift support at DRMO on

LRAFB.

D. Contractor shall present HAZMO/CAP (Bldg. 1575, 501-987-5247) with analytical results, KVA rating, serial number, manufacturer, date equipment was taken out of service and an estimate of the original cost of the equipment. HAZMO will send proper forms to DRMO and inform Contractor to set up a turn-in appointment with DRMO.

COORDINATION 01 14 19 - 15

E. The Contractor shall call DRMO in advance of delivering the equipment to DRMO for a turn-in appointment @ (501) 987-3715.

F. Contractor shall deliver and unload equipment to DRMO site on base per scheduled appointment.

G. The Contractor shall provide DRMO a copy of the complete analysis at the time of turn-in.

H. The Contractor will affix a single page of the analysis that reflects the PCB results for that particular piece of equipment to the side of the equipment.

I. Equipment must be secured to a pallet prior to transport to DRMO.

1.16 RADIOACTIVE MATERIALS

A. A request to bring radioactive materials onto Little Rock AFB shall be provided to the government at least 30 days prior to bringing materials onto the base. A copy will be given to the Bioenvironmental Engineer by the Contracting Officer’s Representative.

B. Before bringing any radioactive materials onto Little Rock AFB, the Contractor shall first submit the following information on an AF Form 3000, for review and approval by the 19th AW Bioenvironmental Engineer. Examples of materials that may contain radioactive materials are soil moisture and soil density testing instruments. Additional information on this subject can be found in AF 40-201 MANAGING RADIOACTIVE MATERIALS IN THE

U.S. AIR FORCE.

http://static.e-publishing.af.mil/production/1/af_sg/publication/afi40-201/afi40-201.pdf

C. Proper Nuclear regulatory Committee (NRC) or Arkansas State license (Includes NRC Reciprocity Form 241 and Arkansas State License). For DoE organizations and DoE Contractor’s written certification that they are exempt from NRC license requirements is required.

D. Copies of training certification for instrument operators.

E. Dates and location of use on Little Rock AFB.

F. Acknowledgement that instrument is transported in compliance with 49 CFR requirements.

G. All testing equipment, containing a radioactive source, shall be operated in accordance with an approved radioactive equipment plan. This plan shall be submitted to the Contracting Officer and approved by the 19th AW Bioenvironmental Engineer, prior to bringing the equipment on to Little Rock AFB.

This plan shall include:

The name and type of equipment.

The type and size of radiation source.

The dates and locations of the equipment's usage.

The radiological controls that the Contractor will use while operating the equipment.

H. A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet for each piece of radioactive equipment shall be submitted to the Contracting Officer to forward to the 19th AW Bioenvironmental Engineer. The data sheet shall contain the following information:

COORDINATION 01 14 19 - 16

Name of equipment.

Name and address of equipment manufacturer.

Type and size of radiation source.

The location of the radioactive equipment on LRAFB.

PRODUCTS (Not Used)

EXECUTION (Not Used)

END OF SECTION – COORDINATION

SUBMITTAL PROCEDURES 01 33 00 - 17

1.01 SUBMITTALS

A. Catalog cut sheets, brochures, shop drawings and/or samples shall be clearly marked/indicated by the Contractor and submitted to the Contracting Officer for the items on the schedule, drawings and other sections of the specifications. All salient features of materials required to be submitted shall be easily found in the submittal package for each item and not require research on the part of the Government to determine compliance with Contract requirements. Related items such as mechanical/electrical components shall be submitted at one time for coordination purposes. Color coordinated items such as paint, carpet, vinyl wall covering, vinyl composition tile, ceramic tile, toilet partitions, and so forth shall be submitted at one time to facilitate color comparison/selection by the Contracting Officer. An AF Form 3000 shall be utilized for each numbered submittal. Different categories of submittal items are not to be grouped on the same AF Form 3000.

B. All items shall be approved by the Contracting Officer prior to purchase, delivery or installation.

C. All items shall be submitted electronically in pdf format not more than twenty (20) calendar days after Contractor's notification that they can proceed with construction. Samples of all items requiring color selection shall be submitted along with the electronic submittal.

Operations and Maintenance (O&M) manuals shall be submitted for approval by the Contracting Officer, prior to final inspection.

D. Not less than ten (10) business days shall be allowed for review of submittals by the Government.

E. Submittals will be returned to the Contractor unless otherwise specified. A sample of all items requiring color selection will be retained by the Contracting Officer’s Representative for reference.

F. Refer to Section 01 63 00 – SUBSTITUTIONS AND PRODUCT OPTIONS.

G. Contractor shall be responsible for complying with the EPA’s buy recycled program. See Section 01 62 35 RECYCLED/RECOVERED MATERIALS.

1.02 OPERATION AND MAINTENANCE MANUALS

The Contractor shall furnish three (3) copies, one (1) hard copy and two (2) CD ROM, of all operation and maintenance (O&M) manuals. O&M manuals shall contain complete instructions for the operation, inspection, testing and maintenance of the system, and shall include complete parts breakdown diagrams. Manuals shall also contain complete wiring schematics and diagrams. Manuals shall be in booklet form with binder and shall be arranged in logical sections for easy reference.

1.03 GEOGRAPHIC INFORMATION SYSTEM (GIS) SERVICE

A. The Contractor shall perform a geographic information system (GIS) survey of all exterior construction that is installed or modified in this contract. This includes changes to the building footprint, all at-grade or above-grade structures and pavements, all underground utilities and associated appurtenances, and newly planted trees.

SUBMITTAL PROCEDURES 01 33 00 - 18

B. The Contractor shall deliver all as-built survey data files in a format that is directly readable and compatible with the 19 CES Geospatial Data System (GDS). The database of the GIS shall include all files, both graphic and non-graphic, required for the project that are not included in the GDS/CADD software (i.e., color tables, pen tables, font libraries, symbol libraries, user command files, plot configuration files, AML plot routines, etc.).

C. Nongraphic data shall be developed and delivered to 19 CES in the format specified in the Spatial Data Standard for Facilities, Infrastructure, and Environment (SDSFIE) Standards.

The Contractor will provide the nongraphic data in a format, which can be directly imported to, displayed and edited within, and output from the database software specified by the Government.

D. All GIS development (including geospatial data acquisition and map development for use in a GIS) shall conform to the most current release of SDSFIE. The most current release of the SDSFIE is available for download from the CADD/GIS Technology Center’s Internet Website (http:/tsc.wes.army.mil). All delivered digital GIS data files shall also be submitted in strict compliance with the SDSFIE for the target GIS software system (i.e., the most current version of the Environmental Systems Research Institute Inc. (ESRI) ArcGIS). The Contractor shall submit a written request for approval of any deviations from the Government’s established standards. No deviations from the Government’s established standards will be permitted unless the Contracting Officer has issued prior written approval of such deviation.

E. The Contractor shall be required to provide professional services specific to the use and application of ESRI ArcGIS, including all components and extensions. The ArcGIS components and extensions shall include, but not be limited to, ArcView, ArcEditer, ArcInfo, ArcReader, ArcPac, ArcScene, ArcObjects, ArcSDE, ArcIMS, and relational database management systems (RDMS) software (e.g., Microsoft Access and SQL Server). The Contractor will be required to provide digital products directly supported by ArcGIS with no intermediate file translation required.

F. All surveying/mapping work performed as part of this contract shall conform to the Geospatial Positioning Accuracy Standards for Architecture, Engineering, Construction (A/E/C), and Facility Management. The most current standards of the Geospatial Positioning Accuracy Standards are available for download from the Federal Geographic Data Committee’s Internet Website http://www.fgdc.gov .

G. The Contractor shall provide metadata files for all geospatial data. Geospatial data are defined as information that identifies the geographic location and characteristics of natural or constructed features and boundaries on the earth. The Metadata file shall conform to the Federal Geographic Data Committee Metadata Standards. The most current standards of the Federal Geographic Data Committee are available for download from the Federal Geographic Data Committee’s Internet Website http://www.fgdc.gov . The digital metadata files shall be provided to the Government along with each final product deliverables.

H. The Contractor shall have the capability to submit digital products or deliverables on read-only memory (CD-ROM).

I. The Contractor shall be required to develop, deliver, install, and test the digital media containing the geospatial data at the Government’s target GDS.

J. The Government will only accept the final product for full operation, without conversion or reformatting, in the target software format for use on the target platform specified herein.

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The target platform is a Microsoft Windows Based, with a Microsoft Windows XP operating system.

1.04 MATERIAL SAFETY DATA SHEET (MSDS)/SAFETY DATA SHEET (SDS) SUBMITTALS

A. All submittals for products shall include the MSDS/SDS when an MSDS/SDS is required by law for that product.

B. MSDS/SDS’s shall also be submitted on AF Form 3000 for all products to be used during the course of the project, not otherwise requiring a submittal, but which may be of a toxic, hazardous, flammable or otherwise dangerous nature.

C. Approval by the Hazardous Materials Office (HAZMO), Building 1575, 987-5247, is required before bringing the materials on base. Little Rock AFB AF-EMIS Contractor Worksheet and an MSDS/SDS must accompany the submitted material. This Contractor worksheet will be furnished by the Government along with an instruction guide.

Additionally, the Contractor shall submit a Government supplied Contractor Hazardous Material Usage Data sheet to the Government once a month once the materials are brought on base and until the materials are used or removed from the base. The form shall list the amount of materials used and shall also list any materials which are considered a hazardous waste when the Contractor can no longer use the material for its intended form or reuse as a virgin product at a later date. All hazardous waste shall be turned in to the base Hazardous Material Office (HAZMO), 987-5247.

D. All HAZMAT that is not used on the project but is still in usable condition must be removed from the base by the Contractor upon completion of the project. HAZMO will not accept unused HAZMAT such as paint, thinners etc. that are still usable as they belong to the Contractor.

PRODUCTS (Not Used)

EXECUTION (Not Used)

END OF SECTION – SUBMITTAL PROCEDURES

SAFETY AND OCC. HEALTH REQ. 01 35 29 - 21

1.01 REFERENCES

A. 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.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

a. ANSI A10.32 (2012) Personal Fall Protection – Safety Requirements for Construction and Demolition Operations

b. ANSI Z359.1 (1992; R 1999) Safety Requirements for Personal Fall Arrest Systems, Subsystems and Components

c. ANSI/ASSE A10.34 (2001; R 2012) Protection of the Public on or Adjacent to Construction Sites

ASME INTERNATIONAL (ASME)

a. ASME B30.22 (2010) Articulating Boom Cranes

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

a. NFPA 10 (2013) Portable Fire Extinguishers

b. NFPA 241 (2013) Safeguarding Construction, Alteration, and Demolition Operations

c. NFPA 51B (2014) Fire Prevention during Welding, Cutting, and Other Hot Work

d. NFPA 70 (2014) National Electrical Code

e. NFPA 70E (2015) Electrical Safety in the Workplace

U.S. ARMY CORPS OF ENGINEERS (USACE)

a. EM 385-1-1 (2008) Safety -- Safety and Health Requirements

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

a. 29 CFR 1910 Occupational Safety and Health Standards

b. 29 CFR 1910.146 Permit-required Confined Spaces

c. 29 CFR 1926 Safety and Health Regulations for Construction

d. 29 CFR 1926.500 Fall Protection

1.02 SUBMITTALS

A. Government approval is required for all submittals. The following shall be submitted in accordance with Section SUBMITTAL PROCEDURES.

Preconstruction Submittals

a. Accident Prevention Plan (APP)

b. Activity Hazard Analysis (AHA)

Crane Critical Lift Plan

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a. Proof of qualification for Crane Operators

Test Reports

a. Reports

b. Submit reports as their incidence occurs, in accordance with the requirements of the paragraph entitled, "Reports."

c. Accident Reports

d. Crane Reports

e. Regulatory Citations and Violations

Certificates

a. Confined Space Entry Permit

b. Hot work permit

1.03 DEFINITIONS

A. High Visibility Accident. Any mishap which may generate publicity and/or high visibility.

B. Medical Treatment. Treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even through provided by a physician or registered personnel.

C. Recordable Injuries or Illnesses. Any work-related injury or illness that results in:

Death, regardless of the time between the injury and death, or the length of the illness;

Days away from work (any time lost after day of injury/illness onset);

Restricted work;

Transfer to another job;

Medical treatment beyond first aid;

Loss of consciousness; or

A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (1) through (6) above.

1.04 REGULATORY REQUIREMENTS

A. In addition to the detailed requirements included in the provisions of this contract, work performed shall comply with USACE EM 385-1-1. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work.

Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements shall apply.

1.05 SITE QUALIFICATIONS, DUTIES AND MEETINGS

A. Personnel Qualifications

Site Safety and Health Officer (SSHO)

Site Safety and Health Officer (SSHO) shall be provided at the work site at all times to perform safety and occupational health management, surveillance, inspections, and safety enforcement for the Contractor. The Contractor Quality Control (CQC) person can be the SSHO on this contract. The SSHO shall meet the following requirements:

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a. A minimum of 5 years safety work of a progressive nature with at least 10 years of experience on similar projects.

b. 10-hour OSHA construction safety class or equivalent within last 3 years.

c. Competent person training as needed.

d. Areas of competency training that may be required may include Excavation;

Scaffolding; Fall protection; Confined space; Health hazard recognition, evaluation and control of chemical, physical and biological agents; Personal protective equipment and clothing to include selection, use and maintenance.

Competent Person for Confined Space Entry

a. Provide a competent person for confined space meeting the definition and requirements of EM 385-1-1.

Crane Operators

a. Crane operators shall meet the requirements in USACE EM 385-1-1, Section 16 and Appendix G. In addition, for mobile cranes with Original Equipment Manufacturer (OEM) rated capacitates of 50,000 pounds or greater, crane operators shall be designated as qualified by a source that qualifies crane operators (i.e., union, a government agency, or organization that tests and qualifies crane operators). Proof of current qualification shall be provided.

B. Personnel Duties

Site Safety and Health Officer (SSHO)/Superintendent/CQC

a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards, recommended corrective actions, estimated and actual dates of corrections. Safety inspection logs shall be attached to the Contractors' daily report.

b. Conduct mishap investigations and complete required reports.

c. Maintain applicable safety reference material on the job site.

d. Attend the pre-construction conference, pre-work meetings including preparatory inspection meeting, and periodic in-progress meetings.

e. Implement and enforce accepted APPS and AHAs.

f. Maintain a safety and health deficiency tracking system that monitors outstanding deficiencies until resolution. A list of unresolved safety and health deficiencies shall be posted on the safety bulletin board.

g. Ensure sub-contractor compliance with safety and health requirements. Failure to perform the above duties will result in dismissal of the superintendent and/or SSHO, and a project work stoppage. The project work stoppage will remain in effect pending approval of a suitable replacement.

Meetings

Preconstruction Conference

a. Contractor representatives who have a responsibility or significant role in accident prevention on the project shall attend the preconstruction conference. This includes the project superintendent, site safety and health officer, contractor quality control supervisor, or any other assigned safety and health professionals who participated

SAFETY AND OCC. HEALTH REQ. 01 35 29 - 24

in the development of the APP (including the Activity Hazard Analyses (AHAs) and special plans, program and procedures associated with it).

b. The Contractor shall discuss the details of the submitted APP to include incorporated plans, programs, procedures and a listing of anticipated AHAs that will be developed and implemented during the performance of the contract. This list of proposed AHAs will be reviewed at the conference and an agreement will be reached between the Contractor and the Contracting Officer's representative as to which phases will require an analysis. In addition, a schedule for the preparation, submittal, review, and acceptance of AHAs shall be established to preclude project delays.

c. Deficiencies in the submitted APP will be brought to the attention of the Contractor at the preconstruction conference, and the Contractor shall revise the plan to correct deficiencies and re-submit it for acceptance. Work shall not begin until there is an accepted APP.

C. Safety Meetings

Weekly safety meetings shall be conducted and documented showing contract title, signatures of attendees and a list of topics discussed shall be attached to the Contractors' daily report.

1.06 ACCIDENT PREVENTION PLAN (APP)

A. The Contractor shall use a qualified person to prepare the written site-specific APP. Prepare the APP in accordance with the format and requirements of USACE EM 385-1-1 and as supplemented herein. Cover all paragraph and subparagraph elements in USACE EM 385- 1-1, Appendix A, "Minimum Basic Outline for Accident Prevention Plan". Specific requirements for some of the APP elements are described below. The APP shall be job-specific and shall address any unusual or unique aspects of the project or activity for which it is written. The APP shall interface with the Contractor's overall safety and health program.

Any portions of the Contractor's overall safety and health program referenced in the APP shall be included in the applicable APP element and made site-specific. The Government considers the Prime Contractor to be the "controlling authority" for all work site safety and health of the subcontractors. Contractors are responsible for informing their subcontractors of the safety provisions under the terms of the contract and the penalties for noncompliance, coordinating the work to prevent one craft from interfering with or creating hazardous working conditions for other crafts, and inspecting Sub-Contractor operations to ensure that accident prevention responsibilities are being carried out. The APP shall be signed by the person and firm (senior person) preparing the APP, the Contractor, the on-site superintendent, the designated site safety and health officer. Submit the APP to the Contracting Officer prior to the date of the preconstruction conference for acceptance. Work cannot proceed without an accepted APP. Once accepted by the Contracting Officer, the APP and attachments will be enforced as part of the contract. Disregarding the provisions of this contract or the accepted APP will be cause for stopping of work, at the discretion of the Contracting Officer, until the matter has been rectified. Once work begins, changes to the accepted APP shall be made with the knowledge and concurrence of the Contracting Officer, project superintendent, SSHO and contractor quality control manager. Should any hazard become evident, stop work in the area, secure the area, and develop a plan to remove the hazard. Notify the Contracting Officer within 24 hours of discovery.

Eliminate/remove the hazard. In the interim, all necessary action shall be taken to restore and maintain safe working conditions in order to safeguard onsite personnel, visitors, the public (as defined by ANSI/ASSE A10.34,) and the environment. Unusual or high-hazard

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activities not identified in the original APP shall be incorporated in the plan as they are discovered.

B. EM 385-1-1 Contents

In addition to the requirements outlines in Appendix A of USACE EM 385-1-1, the following is required:

Names and qualifications (resumes including education, training, experience and certifications) of all site safety and health personnel designated to perform work on this project to include the designated site safety and health officer. The duties of each position shall be specified.

Qualifications of competent and of qualified persons. As a minimum, competent persons shall be designated and qualifications submitted for each of the following major areas: excavation; scaffolding; fall protection; confined space; health hazard recognition, evaluation and control of chemical, physical and biological agents; personal protective equipment and clothing to include selection, use and maintenance.

Conf…

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