1_-_Specifications_(Statement_of_Work).pdf

SPECIFICATIONS

FOR

FBNV 130007

Repair (Sustain) NDI Lab (25 yr), Fac 5406

AT

DAVIS-MONTHAN AFB

ARIZONA

26 June 2018

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REPAIR NDI LAB

PROJECT TABLE OF CONTENTS

02 41 00

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

transportation and disposal of hazardous material

02 82 13.00 10 ASBESTOS ABATEMENT

removal, encapsulation, enclosure of friable and asbestos-containing material (ACM) which is encountered during the demolition, 02 83 19.13 10 LEAD-BASED PAINT ABATEMENT abatement of lead based paint hazards in facilities

02 85 00.00 20 MOLD REMEDIATION

the requirements for the demolition, cleaning, removal, and disposal of mold contaminated materials.

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

projects involving amounts of concrete less than 380 cubic meters 500 cubic yards

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

miscellaneous metalwork

05 50 14 STRUCTURAL METAL FABRICATIONS

general workmanship applicable to the fabrication, assembly and testing custom fabricated or machined assemblages requiring strict tolerances and specific expertise in detailing, fabrication, and installation

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

covers general exterior and interior finish carpentry in a condensed format and is therefore intended for use on small projects

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

laminate clad architectural casework

DIVISION 01 - SUMMARY OF WORK

01010 SUMMARY OF WORK describing scope of this project

DEMOLITION AND DECONSTRUCTION

demolition, deconstructon, dismantling, reconditioning and disposal of existing building materials, equipment and utilities as a part of new construction or renovation work

DIVISION 02 - EXISTING CONDITIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 16 BUILDING INSULATION

mineral fiber blanket thermal insulation in attics, ceilings, walls, and floors

07 92 00.00 06 JOINT SEALANTS

sealants for normal building construction

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

steel doors and frames

08 71 00 DOOR HARDWARE

finish hardware for permanent structures

08 91 00 METAL WALL LOUVERS

average metal wall louvers, metal louvers in wood doors, screens and frames, and accessories

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

color of exterior and interior materials and products

09 06 90 SCHEDULES FOR PAINTING AND COATING

color of exterior and interior materials and products

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

non-loadbearing cold-formed metal framing, furring, and ceiling suspension systems for the attachment of lath, plaster, stucco, and wallboard

09 29 00 GYPSUM BOARD

gypsum board, cementitious backer units, and accessories intended for use in drywall construction

09 30 10 CERAMIC TILING

a variety of types of ceramic tile for walls and floors

09 51 00 ACOUSTICAL CEILINGS

conventional and impact/abrasion resistant acoustical ceiling tile and panels, unit acoustical absorbers, hangers, and suspension system grid for installation in commercial-type work

09 65 00 RESILIENT FLOORING

resilient floor coverings, base materials, and accessory items

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING

trowelled-on industrial resinous flooring, conductive resinous flooring, and decorative resinous flooring except resinous terrazzo

09 90 00 PAINTS AND COATINGS

painting of new and existing, interior and exterior substrates, including masonry, concrete, metal, wood and other miscellaneous materials

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

common types of signs, dimensional letters, and metal plaques used inside buildings

10 28 13 TOILET ACCESSORIES

toilet accessories suitable for a wide variety of applications

DIVISION 12 - FURNISHINGS

12 32 00 MANUFACTURED WOOD CASEWORK

wood casework

12 36 00 COUNTERTOPS

countertops

DIVISION 13 - SPECIAL CONSTRUCTION

13 49 10 X-RAY SHIELDING

x-ray shielding for medical and dental radiological facilities

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

wet pipe fire protection sprinkler systems

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

general purpose plumbing systems

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING

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

air supply, distribution, ventilation, and exhaust portions of an HVAC system

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

testing, adjusting, and balancing (TAB) of heating, ventilating, and air-conditioning (HVAC) air and water distribution systems

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

field applied thermal insulation on HVAC and plumbing systems located within, on, under, and adjacent to buildings; above and below ground

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

HVAC control systems, including tailoring options for LNS-Based LonWorks, Niagara Framework-Based LonWorks, BACnet and Niagara Framework-Based BACnet systems

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

instrumentation and control devices for HVAC when combined with a companion DDC Network

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

LonWorks-based building control systems using the CEA-709.1-D-C communications protocol, including tailoring options for LNS-based and Niagara Framework-based LonWorks systems

23 23 00 REFRIGERANT PIPING

refrigerant piping systems inside of buildings, or leading from equipment adjacent to buildings

23 36 00.00 40 AIR TERMINAL UNITS

bypass single-duct air terminal units, dual-duct air terminal units, fan-powered air terminal units, induction air terminal units, shutoff single-duct air terminal units and integral-diffuser air terminal units for air handling systems

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

water chilling equipment

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

chilled water, chilled-hot (dual service) water and condenser water piping systems associated with HVAC systems, and located within, on, or under buildings, or connected to equipment adjacent to buildings

23 73 13.00 40 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

manufacturer's standard low-(AMCA Class A), medium- (AMCA Class B), and high-pressure (AMCA Class C), low- and high-velocity, factory fabricated and assembled, central station, air handling units

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

electrical general requirements, complete

26 20 00 INTERIOR DISTRIBUTION SYSTEM

procurement, installation, and testing of electrical wiring systems for construction projects

26 24 16.00 40 PANELBOARDS

power-distribution panelboards and lighting and appliance branch-circuit panelboards

26 27 13.10 30 ELECTRIC METERS

installation of poly-phase electricity meters suitable for billing, allocation of costs, and recording of data for energy management and control applications and is intended to comply with the metering requirements of

EPACT05

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

automatic transfer switches for use with engine-generator sets for standby power

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

variable frequency drive for motors rated up to 575 volts, for use on electric power systems of 600 volts or less, 50/60 hertz

26 41 00 LIGHTNING PROTECTION SYSTEM

lightning protection systems for non-ordnance facilities

26 51 00 INTERIOR LIGHTING

lighting and lighting control system requirements for interior installations

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

building telecommunications cabling systems using a physical star network topology for transporting telecommunications signals within a building.

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

integrated fire detection, fire alarm evacuation and mass notification system

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

earthwork activities for buildings, utilities, roadways, railroads, and airfields

31 11 00 CLEARING AND GRUBBING

clearing and grubbing

31 32 11 SOIL SURFACE EROSION CONTROL

soil surface erosion control. This specification does not include sediment and pollution control measures

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

graded crushed aggregate base course with a CBR 100 for use under flexible pavements and pervious pavement systems

32 12 10 BITUMINOUS TACK AND PRIME COATS

bituminous tack and prime coats for airfield pavements, roads, parking areas and general paving needs

32 12 17 HOT MIX BITUMINOUS PAVEMENT

hot-mix asphalt pavement for leveling, binder, and wearing courses using virgin materials

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

concrete sidewalks and curbs and gutters

32 17 23 PAVEMENT MARKINGS

pavement marking requirements for airfields, heliports, in hangars, roads and parking areas by means of paint, raised pavement markers (RPM), preformed tapes or plastics.

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

potable and nonpotable (raw water and sea or salt water) systems

-- End of Project Table of Contents --

Davis-Monthan Air Force Base, Arizona FBNV130007, Repair (Sustain) NDI Lab (25 yr), Fac 5406 26 June 2018

01010-1

SECTION 01010 – SUMMARY OF WORK

NOTE: The Davis-Monthan Air Force Base Design Compatibility Guideline requirements and those defined in the following section may directly affect the Contractor’s overhead for completing the scope of work. Failure on the part of the Contractor to adequately review this section and identify/clarify any requirements herein will not constitute justification of Contractor claims for additional design and/or construction costs.

1. SUMMARY OF WORK

1.1 Work Included in this Contract: The following descriptions are for general reference only, and shall not be construed as a complete list of all operations to be performed.

1.1.1 This request for proposal (RFP) calls for the renovation/repair of the NDI Lab, Fac 5406 at Davis- Monthan AFB. Repair work will include, but is not limited to, the following: Finishes, Fire Suppression, Plumbing, HVAC, Electrical, Communications, Anti-terrorism Force Protection as well as any necessary work to bring the facility into compliance with current standards.

The current breakroom will be converted to offices while the current offices will be converted to the breakroom. The existing restroom will be renovated while also constructing a new, unisex restroom in the former Janitor closet area. The contractor shall provide Port-a-Potties and wash stations during the renovation of the restrooms.

The HVAC Chiller and associated ductwork will also be replaced. To comply with AT/FP, two swing gates will be installed at the south end of the facility to achieve a 30’0” stand-off distance.

1.2 Salvage and Disposal: All salvageable and non-salvageable material obtained by removal of existing material shall be considered as having been included as a factor in the Contractor's bid price.

a. Salvageable material obtained from existing construction may be reused only if so stated elsewhere in the Contract Documents, and then only when the material is approved for reuse by the Contracting Officer.

b. Salvageable material shall remain the property of the Government only when specifically called out in the Contract Documents.

c. Salvageable material not reused or otherwise designated to remain the property of the Government shall become the property of the Contractor and shall be removed and disposed of off base in accordance with the environmental controls specified in this Section.

d. Non-salvageable material: Remove all non-salvageable material from the project site and dispose of it off base, in accordance with the environmental controls specified in this Section.

1.3 Base Outages and Digging Permits (AF Form 103, BCE Work Clearance Request):

a. Utility Outages: Accomplish all work required in connection with utility outages on weekends or off-duty hours, or as directed by the Contracting Officer. The Contractor shall be responsible for all work associated with the utility outages. Notify the Contracting Officer in writing 21 calendar days prior to the desired date for the utility outage.

b. Road Closures: If road closures are needed during the construction of any portion of the project, a traffic control plan shall be generated by the Contractor and submitted for approval by the Contracting Officer. Notify the Contracting Officer in writing 21 calendar days prior to the desired date for closure.

c. The Contractor is responsible for and shall process all digging permits and bluestake requirements through the 355 CES Customer Service Desk (Bldg 5315). The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona Blue Stake and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. Although the 355 CES Drawing Vault has drawings for security camera conduit/wiring and medical lines, it is not responsible for the bluestaking or actual location of these utilities. The Contractor must mark all areas that he wishes to have the Government bluestake with white paint PRIOR to the submission of the AF Form 103; and shall include a site drawing of the area to be bluestaked with the

01010-2 submission. Upon submission, the Contractor shall provide the Contracting Officer the tracking number in order for the Government to help the Contractor track its progress (if necessary). Once a construction site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

1.4 Submittal Procedures:

a. AF Form 66, Schedule of Material Submittals: An AF Form 66, listing the items of equipment and materials for which submittals are required by the specifications, is provided for the Contractor’s use. The Contractor shall complete the column “Required Submission Date” and submit to the Contracting Officer for approval within 10 calendar days after Notice to Proceed. The approved submittal register will become the scheduling document and will be used to control submittals throughout the life of the contract.

During construction, it may be discovered that this list was not all-inclusive and that additional submittals may be required from and shall be submitted by the Contractor, as directed by the Contracting Officer.

b. AF Form 3000, Material Approval Submittal:

1. The AF Form 3000 shall be used for submitting both Government-approved and information-only submittals in accordance with the instructions on the reverse side of the form. The Contracting Officer shall furnish these forms to the Contractor. This form shall be properly completed by filling out the heading blanks and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the information submitted for each item(s).

2. The Contractor shall forward all material submittals required by the technical specifications using the AF Form 3000 as stated in paragraph b1 above. The Contractor provides the submittals in the number of copies as specified on the AF Form 66 and one original of the completed AF Form 3000 to the Contracting Officer no later than the required submission date specified on the AF Form 66 or 10 calendar days from the Notice to Proceed, whichever is later.

3. Identify each submittal by project, Contractor, drawing or detail number, and specification section number, as appropriate. Mark submittals to show the specific item(s) that will be furnished.

Include intended use of the submittal and any other pertinent information necessary for a complete evaluation. If the Contractor provides a submittal which show variations from the contract documents, the Contractor shall completely describe such variations in writing clearly and separately from any other portion of the submittal. Highlighting or marking in any manner the proposed variations is not sufficient to comply with this requirement. This requirement applies irrespective of the provisions of any specification which follow this section and which may be particular to specific item(s).

c. Submit to the Contracting Officer complete information applicable to the item(s) of equipment and materials called for by the Contract Documents, for approval, prior to installing the relevant item(s) of equipment and material. If unapproved item(s) of equipment or material are installed, the Contracting Officer, at his sole discretion and option, may reject the installed equipment and material. If rejected, the Contracting Officer may then pursue, again in his sole discretion and option, remedies including but not limited to the removal and reinstallation of approved item(s) of equipment or material at the Contractor’s expense, extended warranties, and other remedies as may be deemed appropriate and applicable to that portion of the construction.

d. Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled.

e. Adequate time (a minimum of 14 calendar days) shall be allowed and shown on the register for distribution, review and approval by both or either the Project Inspector and Contracting Officer.

f. The Contractor, as part of the bid price, shall have a Government-approved, independent, commercial, testing laboratory perform all sampling and testing as called for in these specifications. Test reports shall be properly sealed by a professional engineer.

1.5 Quality Control:

01010-3

a. Provide quality control over the entire project including but not limited to the items of equipment and materials intended for installation, necessary coordination and services to facilitate the performance of the work, site conditions, and the workmanship of the Contractor personnel and any subcontractors.

b. The Contractor shall become familiar with all the details of the work depicted in the Contract Documents and shall verify all field conditions related to the construction prior to commencement of the work. If conditions are discovered by the Contractor prior to commencement of the work which conflict with the Contract Documents, and which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before commencing work.

c. If site conditions are discovered by the Contractor during the construction which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, identify and explain the condition(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s); and request clarification from the Contracting Officer before proceeding. All such requests for information shall completely address aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions.

d. If site conditions or defects are discovered during the construction, by the Contracting Officer or the Contracting Officer’s designated representative, which are the result of the Contractor’s inadequate quality control or substandard workmanship, whether by the Contractor or a subcontractor, which conflict with the Contract Documents, and which affect either a portion of the current construction, or which will substantially affect the construction as designed and depicted in the Contract Documents, the Contracting Officer may direct the Contractor to identify and explain the condition(s) or defect(s) in writing to the Contracting Officer within 48 hours of discovery of the condition(s). In all such instances, the Contractor shall present no less than three viable options to correct the condition or defect, completely addressing aspects of the condition, including but not limited to, engineering judgments and engineered solutions, possible costs or deductions, and time extensions. The Contracting Officer will then review and approve an option for use by the Contractor. The Contractor shall not proceed with the work until receiving the written permission from the Contracting Officer.

e. The Contractor shall comply fully with manufacturer's instructions, including each step in sequence. If such instructions conflict with the Contract Documents, identify and explain the conflict in writing to the Contracting Officer within 48 hours of discovery of the conflict; and request clarification from the Contracting Officer before proceeding.

f. Testing: The Contractor shall provide samples and test results as required by the Contract Documents. Test reports shall be properly sealed by an independent professional engineer.

g. Cleanup: The Contractor shall keep the work area and surrounding surfaces clean and orderly.

Remove any Contractor-caused residue, dirt, or markings immediately upon completion of the work involved. Clean site daily.

h. Exterior surfaces including but not limited to Portland cement concrete, asphalt pavements, and gravel and interior surfaces including but not limited to carpet, tile, ceiling tiles, and gypsum board damaged by construction work or the Contractor’s operations, shall be replaced with materials consistent in quality and workmanship to match existing.

i. It is the Contractor’s responsibility to maintain any and all quality control records and have them available to the Government at all times.

j. Record drawings shall be kept at the job site at all times, and shall be made available upon request by either or both the Project Inspector or the Contracting Officer. The record drawings shall be marked up on a daily basis to show actual “as-built” construction and conditions.

2. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

2.1 Traffic Regulation:

01010-4

a. Barriers: Contractor shall furnish all signs, barricades, and flagmen required to control traffic in the construction area.

1. All signs and barricades shall be in accordance with ANSI D6.1, Manual of Uniform Traffic Control Devices.

2. Minimize interference with the flow of traffic. At no time may access to any facility be prevented.

b. Haul routes: As designated on the drawings. The haul route shall enter and exit through the Swan Road gate, and travel to and from the project site by the most direct route.

1. Immediately clean up any material spilled along the haul route. This shall include clean-up of mud tracked on the road by the Contractor’s equipment.

2. For any spill of hazardous material on base, immediately notify the base fire department at

911. The Contractor is responsible for all costs incurred by the Government in responding to or cleaning up any such spill.

c. Access: Contractor shall maintain access to the base work site at all times. The Contractor is to perform his work with a minimum of interference to the flow of traffic.

2.2 Safety:

a. Comply with the Corps of Engineers Manual on General Safety Requirements, EM 385-1-1;

Occupational Safety and Health Act (OSHA), Public Law 91-596; and AFI 91-301, Air Force Occupational Safety, Fire Prevention, and Health (AFOSH) Program.

b. Use of flammable adhesives or other similar flammable materials will be in strict accordance with manufacturer's instructions and the Contractor shall take all necessary safety and fire prevention steps to supervise and assure safe execution of work on the contract. This paragraph is applicable to adhesive materials or any other material involving flammable characteristics.

2.3 Blasting: No blasting will be permitted.

2.4 Grade Control: Grade site to drain to protect site from puddling or running water, or accumulation of standing water in excavations. The Contractor shall provide all surveying required to establish and maintain line and grade stakes necessary to complete the construction.

2.5 Environmental Control:

a. The Contractor shall be required to meet or exceed the requirements and compliances of the most current 355 CES/CEIE, Davis-Monthan Contractor Environmental Guide in effect at the time of project award. To access the Davis-Monthan Contractor Environmental Guide:

Go to www.esohtn.com

Click on to enter, then

Choose

At the next screen, click on Enter

Find the Registration box on the right side of the screen.

http://www.esohtn.com/

01010-5

Type “esohtn” into the Registration Password box; Click on Create an Account

To complete each step of the registration process all blocks with an “ * “ must be filled.

Step 1. First and Last Name and email address Step 2. Account information User Id and password Step 3. Installation: Select Davis-Monthan Step 4. Training Type Select “Construction Contractor (even if you are not a construction contractor)

“Next Step 5. Select your company name if listed, if not listed select “Company not Listed”. Then fill in the company name, and other information Step 6. Under the “Job Specific Information” select EMS Awareness Training and any other applicable.

Step 7. Select “ I agree” then the site should take you to your training Home page.

To get access to applicable Davis-Monthan documents and plans; from the home page Select “Installation Specific Information” then click on Davis-Monthan AFB Plans, then select the applicable plan. To find DMAFB Contractor Environmental Guide from the “Installation Specific Information” page select “Davis-Monthan AFB Guidance Documents” then select the guide.

b. Additionally, the Contractor shall be held responsible for complying with all federal, state, and local environmental regulations included as part of the processes in performing the work included in this project.

c. Hazardous material (HAZMAT) and/or regulated wastes may be encountered during construction

- see Appendix A and Attachment(s) A-1 to A-3 of the Environmental Guide. These requirements shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Contractor shall plan and submit a HAZMAT worksheet (Attachment A-1), including the appropriate SDS and an estimated quantity to be used, to the gov’ts contract representative prior to construction. The Contracting Officer Representative will forward Attachment A-1 to Environmental for review and Environmental will return with Attachment A-2 determining if Attachment A-3 will be needed.

d. Obtain permits from the Pima County Department of Environmental Quality (PDEQ), Air Quality Division, for use of Contractor equipment which generate air pollution, for earth-moving activities related to new construction, and for asbestos removal or demolition. These permits shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of permits to the Contracting Officer prior to beginning construction. All permit costs shall be considered as having been included as a factor in the Contractor's bid price.

esohtn http://www.deq.pima.gov/air/pdf/AQAPapplication.pdf

01010-6

e. The Contractor shall also submit a Construction and Demolition (C&D) Plan (Attch B-1, Contractor Environmental Guide) 3 weeks prior to starting construction. If the C&D Plan indicates potential regulated wastes or hazardous wastes, the contractor shall coordinate any disposal requirements through the contractor’s representative prior to disposal or manifesting – see Appendix C of the Contractor Environmental Guide. For projects involving asbestos abatement, complete the standard "Notification of Demolition or Renovation" forms and submit to PDEQ and other required agencies. These forms as well as an abatement plan shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of the forms and plans to the Contracting Officer prior to beginning construction or demolition activities. The Contracting Officer Representative will forward the plans and forms to Environmental for review.

f. Contractors shall comply with all regulatory requirements/considerations if the project requires soil disturbance. These requirements may include Storm Water Pollution Prevention Plans (SWPPP), Air Activity Permits (see para d above), and Natural and Cultural Resource protections. Area disturbance requiring permits is set forth by Arizona Department of Environmental Quality (ADEQ) and PDEQ. Treat areas subject to dust producing activities with liquid palliatives which will not harm regrowth of vegetation, or other methods of dust control. Also, ensure methods to protect native plants, birds and wildlife are included in projects where required.

g. No open burning of trash, brush, or refuse will be permitted.

h. The Contractor shall be responsible for the proper management of both hazardous and non-hazardous waste and the required submittals IAW Section 3 and Appendix C of the Contractor Environmental Guide. The Contractor shall segregate hazardous or regulated materials and non-hazardous or non-regulated materials during demolition; and handle, transport, store, and dispose of these hazardous and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the Contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the Contracting Officer. These manifests shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. The Contracting Officer Representative will forward all manifests to Environmental for review. Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative in block 14 attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal. For wastes regulated as PCBs or RCRA, the contractor must use DM’s EPA ID number in the Uniform Hazardous Waste Manifest (EPA Form 8700-22) and the manifest must be coordinated with and signed in block 15 by a designee in DM’s Environmental Management Office at the time of shipment. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the Contractor's bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the Contracting Officer to the Installation Management Flight at 228-4840.

1. Resource Conservation and Recovery Act (42 USC 6901)

2. Clean Water Act (33 USC 1251)

3. Clean Air Act (42 USC 7401-7642)

4. Toxic Substances Control Act (15 USC 260)

5. National Environmental Policy Act (42 USC 4321-4347)

6. Hazard Communication (OSHA Std 29 CFR 1910.1200)

i. All radioactive material or equipment using radioactive material must be approved for use prior to bringing it on the base. The written request for approval, along with a copy of the permit for the source and a brief description of the intended activities, shall be submitted to the base Bioenvironmental Engineering Flight through the Contracting Officer 30 calendar days prior to the Contractor’s use. No work involving radioactive materials may proceed until receipt of the approved request. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

j. Any items containing radioactive material, especially radioluminescent exit signs, discovered while performing maintenance, repair, alteration or renovation activities, shall be turned in by the Contractor through the Contracting Officer to 355 CES/CEO for proper disposal.

01010-7

k. Liquid paints or coatings with lead shall be restricted to no more than 0.06 percent lead by weight of the non-volatile solids for use in or on all base facilities [Part 35 of 24 CFR].

2.6 Security:

a. For entry to the base, submit an entry authorization request letter for each individual requiring access to the project, at least 10 calendar days prior to beginning work. A copy of the format of this letter may be obtained from the Contracting Officer on or before the pre-performance conference. Valid identification with a photograph together with the base pass will be required for all individuals when entering the base.

b. All passes issued must be returned to the Contracting Officer upon termination of the employee or completion of the project, whichever is sooner.

2.7 Project Identification Sign: Not used.

a. The Contractor may install, at his discretion, a project identification sign adjacent to the main entrance to the site, within 10 calendar days after the Notice to Proceed or upon erection of the construction screen fencing.

b. Sign shall measure 4' high by 8' wide, and be securely erected/attached with the bottom edge 6' above the ground.

c. Content:

1. Project title

2. "General Contractor: [ Name ]"

3. "Architect/Engineer: [ Name ]"

4. "Construction Managed by 355 CES"

d. Color and style: Paint all surfaces and supporting structures brown, matching Federal Standard 595a color #20100. Use white, helvetica medium lettering, 3" high for the project title, 2" high elsewhere.

2.8. Project Progress Photographs: Submit to the Contracting Officer construction project progress digital photographs taken on or about the first of every month, showing the general conditions of the work as viewed from the north, south, east, west, and/or building interior. Photographs are also required to document work phases such as rebar emplacement, concrete pours, sewer rough-in, etc, when the Government Project Inspector/Engineer is unable to view the site prior to that work being completed.

Photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD) shall accompany each application for payment. Each image file shall be identified by the date of exposure (year-month-day), the project number and title, and description of content using the following format: Project Number - Project Title - Date - Project Item. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

2.9. Fenced Contractor’s and Storage Yards: The Contractor shall install and maintain a temporary, fenced Contractor’s yard (in the base’s Contractor’s area) and a temporary, fenced storage yard (near the project site if approved) in locations designated by the Contracting Officer. The temporary fencing shall be of sufficient strength and height to minimize and restrict entry by unauthorized personnel. The temporary fencing shall be provided with visual screening for the full height and length, using tan-colored screening or a similar color selected and approved by the Contracting Officer. The temporary fencing and screening shall remain in place and be maintained for the life of this contract.

2.10. Material Handling and Storage:

a. Handle, store, and protect all products in accordance with manufacturer's instructions.

b. At the end of each work day, park and store all equipment and materials in the location designated by the Contracting Officer.

3. PROJECT CLOSE-OUT

3.1 Pre-Inspection Final Cleaning:

a. Clean all surfaces exposed to view.

01010-8

b. Polish transparent and glossy surfaces.

c. Clean equipment and fixtures.

d. Clean debris from roofs, gutters, drainage systems, and site.

e. Remove temporary labels.

f. Properly dispose of all hazardous and non-hazardous materials off base in accordance with the environmental controls specified in this Section.

3.2 Record Disks, Documents, and Disks:

3.2.1. Provide construction deliverables as defined in the Design Compatibility Guidelines, and in this Section the following paragraphs.

3.2.2. Prior to the Contracting Officer's final acceptance of and final payment for the completed project, submit for approval the record as-built drawings, disks, documents, and shop drawings as required in the following paragraphs, no later than 30 calendar days after the Final Inspection. These requirements shall be included as submittals on the AF Form 66, Schedule of Material Submittals.

a. Record As-built Drawings. Standard drafting practices shall be used to represent changes and shall include supplemental notes, legends, details and dimensions as required to show actual "as-built" construction. Submit to the Contracting Officer one full-size and one half-size sets of high-quality bond drawings, clearly and legibly marked “AS-BUILT DRAWINGS” in large print at the bottom right corner of each drawing sheet above the title block.

b. Record Disks. The Contractor shall submit two disks containing the following:

1. AutoCAD (dwg's) and Adobe Acrobat (pdf's) of the as-built drawings.

2. Scanned pdf's of the Operation and Maintenance (O&M) Manuals. (See also subparagraph 3.2.2.d below.)

3. Warranties and/or Guarantee Items in both Microsoft Word and pdf formats. (See also subparagraph 3.2.2.c.3 below.)

4. Scanned pdf's of the Government-approved, final version of the completed project AF Form 66, Schedule of Material Submittals, and all associated project submittals, including but not limited to, the AF Form 3000, Material Approval Submittal and the associated submittal(s) and resubmittal(s) and review(s) by the Government.

5. Scanned pdf's of the Government-reviewed and Contracting Officer-signed AF Form 3064, Contract Progress Schedule, and AF Forms 3065, Contract Progress Report.

c. Record Documents. Fourteen calendar days prior to the final inspection, complete the following record documents and submit to the Contracting Officer.

1. DD Form 1354, Transfer and Acceptance of Military Real Property.

2. DD Form 1354 Checklist.

3. Contract/Roof Warranty and/or Guarantee Items.

d. Operation and Maintenance Manuals. Submit operation and maintenance manuals for each major building system or item of equipment as per the contract specifications, including but not limited to all mechanical and electrical systems and equipment:

1. Reference information to be included, as applicable:

a. Table of contents.

b. Directory listing names, addresses, and telephone numbers of the architect/engineer, Contractor, subcontractors, and suppliers.

c. Significant design criteria.

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d. Shop drawings and product data.

e. Air and water balance reports.

f. Certificates.

g. Copies of warranties.

2. Operation and maintenance information to be included, as applicable:

a. List of equipment.

b. Parts list for each component.

c. Operating instructions.

d. Maintenance and troubleshooting instructions.

e. Repair and assembly/disassembly instructions.

f. Calibration requirements.

3.3 Field Instructions: Prior to final inspection, provide competent instruction, using the manuals described above, to the Government in the operation and maintenance of the building systems and equipment, including but not limited to all mechanical and electrical systems and equipment.

End of Section 01010

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DMAFB--REPAIR NDI LAB FACILITY 5406

FBNV130007

SECTION 02 41 00

DEMOLITION AND DECONSTRUCTION

05/10

PART 1 GENERAL

1.1 REFERENCES

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

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2015) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

CARPET AND RUG INSTITUTE (CRI)

CRI CIS (2011) Carpet Installation Standard

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (Jun 2000; Reaffirmed Oct 2010) Storage and Handling of Liquefied and Gaseous Compressed Gases and Their Full and Empty Cylinders http://www.aviation.dla.mil/UserWeb/aviationengineering/

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

SECTION 02 41 00 Page 1

MIL-STD-129 (2014; Rev R) Military Marking for Shipment and Storage

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

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Demolition/Deconstruction Plan

Prepare a Demolition Plan Deconstruction Plan and submit proposed salvage, demolition, deconstruction, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations. Coordinate with Waste Management Plan. Provide procedures for safe conduct of the work in accordance with EM 385-1-1.

Plan shall be approved by Structural PE prior to work beginning.

1.2.2 General Requirements

Do not begin demolition or deconstruction until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the building . In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract. Do not overload structural elements pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition, deconstruction, or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and

SECTION 02 41 00 Page 2 debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Trees

Protect trees within the project site which might be damaged during demolition or deconstruction, and which are indicated to be left in place, by a 6 foot high fence. Erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Contracting Officer.

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition and deconstruction operations. Prior to start of work, utilities serving each area of alteration or removal will be shut off by the Government and disconnected and sealed by the Contractor .

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal, deconstruction, or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted

1.5 AVAILABILITY OF WORK AREAS

Areas in which the work is to be accomplished will be available in accordance with the following schedule:

Schedule

Area Date

0.75 Ac NTP

SECTION 02 41 00 Page 3

1.6 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with paragraph 1.4 of Section 01010, Summary of Work. :

SD-01 Preconstruction Submittals

Demolition/Deconstruction Plan; G

SD-07 Certificates

Notification

SD-11 Closeout Submittals

Receipts

1.7 QUALITY ASSURANCE

Submit timely notification of demolition deconstruction and renovation projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M. Notify the local air pollution control district/agency and the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M.

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.7.1 Dust Control

Prevent the spread of dust to occupied portions of the building and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Sweep pavements as often as necessary to control the spread of debris that may result in foreign object damage potential to aircraft.

1.8 PROTECTION

1.8.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind, jet or prop blast. Notify the Contracting Officer prior to beginning such work.

1.8.2 Protection of Personnel

Before, during and after the demolition and deconstruction work continuously evaluate the condition of the structure being demolished and deconstructed and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workmen remove debris or

SECTION 02 41 00 Page 4 perform other work in the immediate area.

1.9 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.10 EXISTING CONDITIONS

Before beginning any demolition or deconstruction work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition or deconstruction of structures.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

PART…