Appendix_A_SABER_Specifications_Vol_01.pdf

APPENDIX A

SPECIFICATIONS

(Volume 01)

FOR

SIMPLIFIED ACQUISITION

OF

BASE ENGINEER REQUIREMENTS

(SABER)

AT

DAVIS-MONTHAN AIR FORCE BASE

TUCSON, ARIZONA

11 February 2019

Table of Contents-1

TECHNICAL PROVISIONS OF SPECIFICATIONS

SABER Contract (Volume 01)

Contractor to furnish all labor, equipment, appliance and materials and perform all operations in connection with all Task Orders issued under the SABER contract at Davis-Monthan AFB, Arizona, in strict accordance with these specifications.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 – GENERAL REQUIREMENTS

01010 Summary of Work

01120 Alteration Project Procedures

01200 Quality Control

DIVISION 02 – EXISTING CONDITIONS

02060 Building Demolition

02070 Asphalt Removal by Milling

02080 Asbestos Abatement

02200 Sitework

02201 Scarify & Stockpile Existing Aggregate Base Course

02202 Excavation, Embankment and Preparation of Subgrade

02203 Replace and Compact Existing Aggregate Base Course

02220 Aggregate Base Course

02221 Bedding Sand

02222 Select Fill Material

02223 Excavation, Trenching, and Backfilling for Utilities Systems

02224 Excavation, Trenching, and Backfilling for Irrigation Systems

02282 Termite Treatment

02 41 00 Demolition and Deconstruction

02444 Chain-Link Fences and Gates

02504 Emulsified Asphalt and Chips Seal Coat

02505 Asphalt Slurry Seal Coat

02507 Bituminous Fog-Seal

Table of Contents-2

02510 Joint Resealing in Concrete – Pourable Type

02511 Joint Sealing in Concrete Pavements, Preformed Elastomeric Type

02512 Joint Sealing in Concrete – Pourable Type

02513 Storm Drainage System

02524 Inert Walkways

02580 Pavement Markings

02601 Bituminous Prime Coat

02602 Bituminous Tack Coat

02612 Bituminous Surface Coarse

02623 Concrete Work for Sidewalks

02810 Irrigation System

02811 Drip Irrigation System

02 81 00 Transportation and Disposal of Hazardous Materials

02812 Turf Spray Irrigation System

02 82 14.00 10 Asbestos Hazard Control Activities

02 82 33.13 20 Removal/Control and Disposal of Paint with Lead

02910 Plant Transplanting

02920 Landscape Grading

02921 Boulder Placement

02950 Trees, Shrubs and Groundcovers

02951 Seeded Turf Installation

02952 Sodded Turf Installation

02960 Inert Groundcover

02970 Landscape Establishment

02971 Landscape Maintenance

02972 Tree Maintenance

DIVISION 03 – CONCRETE

03151 Repair Spalls and Corner Breaks

03 20 00.00 10 Concrete Reinforcing

03 30 53 Miscellaneous Cast-In-Place Concrete

DIVISION 04 – MASONRY

04 20 00 Masonry

Table of Contents-3

DIVISION 05 – METALS

05531 Gratings and Frames

05 72 00 Decorative Metal Specialties

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 41 16.00 10 Laminate Clad Architectural Casework

DIVISION 08 – OPENINGS

08 11 13 Steel Doors and Frames

08 14 00 Wood Doors

08 34 53 Security Doors and Frames

08 81 00 Glazing

Davis-Monthan Air Force Base, Arizona SABER Contract

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: These specifications apply to all task orders issued under the Davis-Monthan AFB SABER contract unless stated otherwise within the individual task order request for proposal.

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 no later than 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.

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, shall be generated during the design by the Contractor for the Government’s approval. A draft of the base-standard AF Form 66 may be provided at the Contractor’s request, 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).

01010-2

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:

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

01010-3 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:

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 directed by the Contracting Officer. 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.

01010-4

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 procedures of the most current Davis-Monthan AFB Contractor Environmental Guide in effect at the time of project award.

This Guide will be provided along with other documents during the solicitation process. In this Guide are procedures to ensure compliance with the Installation’s environmental permits (355 CES/CEIE) and other regulations to include training for the ISO 14001 Environmental Management System (EMS). To receive the initial EMS Awareness Training the contractor will be required to register and login to The Environmental Awareness Course Hub (TEACH): https://usaf.learningbuilder.com (must use Google Chrome). The detailed registration instructions are found in Appendix E of the DMAFB Contractor Environmental 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 installation of new equipment or 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.

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 shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of the forms to the Contracting Officer prior to beginning construction or demolition activities. The Contracting Officer Representative will forward the plan 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.

01010-5

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.

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.

2.8. Project Progress Photographs: Submit to the Contracting Officer construction project progress digital photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD) taken on or about the first of every month, showing the general conditions of the work as viewed from the north, south, east, and west. 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. Each image file shall be identified by the date

01010-6 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.

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 design and 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.

01010-7

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, the Contractor shall provide all Warranty and/or Guarantee Item documentation and points of contact for acquiring warranty service.

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.

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

DATE 01120-1 DMT __________

SECTION 01120

ALTERATION PROJECT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Products and installation for patching and extending Work.

B. Transition and adjustments.

C. Repair of damaged surfaces, finishes, and cleaning.

1.2 RELATED SECTIONS

A. Not Used.

PART 2 PRODUCTS

2.1 PRODUCTS FOR PATCHING AND EXTENDING WORK

A. New Materials: Match existing materials and work for patching and extending work.

PART 3 EXECUTION

3.1 EXAMINATION

A. Verify that demolition is complete, and areas are ready for installation of new Work.

3.2 PREPARATION

A. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion.

B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.

C. Remove debris and abandoned items from area and from concealed spaces.

D. Prepare surface and remove surface finishes to provide for proper installation of new work and finishes.

E. Close openings in exterior surfaces to protect existing work and salvage items from weather and extremes of temperature and humidity. Insulate ductwork and piping to prevent condensation in exposed areas.

DATE 01120-2 DMT __________

3.3 INSTALLATION

A. Coordinate work of alternations and renovations to expedite completion sequentially.

B. Remove, cut, and patch Work in a manner to minimize damage and to provide a means of restoring Products and finishes to original condition.

C. Refinish visible existing surfaces to remain in renovated rooms and spaces, to specified condition for each material, with a neat transition to adjacent finishes.

D. Install Products as specified in individual Sections.

3.4 TRANSITIONS

A. Where new Work abuts or aligns with existing, perform a smooth and even transition. Patched Work to match existing adjacent Work in texture and appearance.

B. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Contracting Officer.

3.5 REPAIR OF DAMAGED SURFACES

A. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.

B. Repair substrate prior to patching finish.

3.6 FINISHES

A. Finish surfaces to match existing surfaces.

B. Finish patches to product uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections.

END OF SECTION

DATE 01200-1 DMT __________

SECTION 01200 (Master)

Quality Control

1.0 The Contractor shall establish and maintain an effective quality control system.

The quality control system shall consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship fabrication, construction and operations which comply with contract requirements. The system shall cover all construction operations, and shall be keyed to the proposed construction sequence.

2.0 QUALITY CONTROL PLAN: Shall include, as a minimum, the following:

2.01 A description of the quality control organization, including chart, showing lines of authority and acknowledgement that the Contractor Quality Control (CQC) staff conducts the phase inspections for all aspects of the work specified and shall report to the project manager or someone higher in the Contractor's organization.

2.02 The manner, methods, procedures and techniques to be employed in the execution of the daily inspections and tests.

2.03 Control testing procedures for each specific test. Laboratory facilities will be approved by the Contracting Officer.

2.04 A sample of the format which the Contractor proposes to use for his Daily Quality Control Report. Specific test report forms shall be submitted for approval at the time they are to be used through the construction period Legible copies of the daily inspection reports shall be maintained by the Contractor at the project site at all times and the original copies of the "Construction Quality Control Report" shall be delivered to the Contracting Officer with each pay request. The daily work inspections shall include the type of work being performed during the report period and such other items as required to assure adequate quality control. Results of all tests and validations performed by the Contractor in accordance with the Technical Specifications shall be attached to the daily construction quality control report.

2.05 Procedures for control, submittal and checking of Contractor Submittals.

2.06 Procedures for checking materials and equipment received at the job site for compliance with approved submittals.

2.1 ACCEPTANCE OF PLAN. Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in his CQC plan and operations as necessary to obtain the quality specified.

DATE 01200-2 DMT __________

2.2 NOTIFICATION OF CHANGES. After acceptance of the QC plan, the Contractor shall notify the Contracting Officer (CO) in writing of any proposed change. Proposed changes are subject to acceptance by the CO.

2.3 TESTS. The Contractor shall perform tests specified or required to verify control measures are adequate to provide a product which conforms to contract requirements.

3.0 PLAN FOR ELECTRICAL AND MECHANICAL TESTS AND INSTRUCTIONS:

At least 10 days prior to commencement of installation of mechanical and/or electrical equipment requiring any validation testing, the Contractor shall submit for approval his proposed plan for the tests and instructions called for under the various headings of these specifications. The plan shall include the name and qualifications of the engineer who will conduct the tests and/or provide the instructions, together with a narrative of the proposed tests, log data sheets to record data, and a list of instruments and recording devices to be used including serial numbers and date last calibrated. All operating and maintenance instructions, and wiring, control, and flow diagrams as called for in the specifications shall be on hand or posted, as specified, prior to starting the tests and/or instructions.

4.0 COMPLETION INSPECTION. At the completion of all work or any increment thereof established by a contract completion time, the CQC system manager shall conduct a completion inspection of the work and develop a punch list of items which do not conform to the approved plans and specifications. Such a list shall be included in the CQC documentation, and shall include the estimated date by which the deficiencies will be corrected. The CQC system manager or his staff shall make a second completion inspection to ascertain that all deficiencies have been corrected and so notify the Contracting Officer's representative. The completion inspection and any deficiency corrections required by this paragraph will be accomplished within the time stated for completion of the entire work or any particular increment thereof if the project is divided into increments by separate completion dates.

DATE 02060-1 DMT __________

SECTION 02060

BUILDING DEMOLITION

PART 1 GENERAL

1.01 WORK INCLUDED

A. Demolish designated structures.

B. Remove materials from site.

C. Remove foundations[ .] [and basement floor slabs.]

D. [Fill] [Remove] underground tanks and piping.

E. Disconnect, cap, [and remove] and identify utilities.

1.02 RELATED WORK

A. Section 01120 Alteration Project Procedures: Re-installation of removed materials.

B. Section [01500 Construction Facilities and Temporary Controls:] [01530 - Barriers and Enclosures:] Barricades, fences, and landscape protection.

C. Section [01500 Construction Facilities and Temporary Controls:] [01560 - Temporary Controls:] Dust control.

D. Section [01700 Contract Closeout: Project record documents.] [01720 - Project Record Documents.]

E. Section 02072 Minor Demolition for Remodeling.

F. Section 02110 Site Clearing: Site clearing[ .] [outside periphery of existing structures.]

G. Section 02223 Backfilling: Backfill materials.

1.03 SUBMITTALS

A. Submit demolition and removal procedures and schedule under provisions of Section [01300.] [01340.]

B. Submit record documents under provisions of Section [01700.] [01720.]

1.04 EXISTING CONDITIONS

A. Conduct demolition to minimize interference with adjacent [structures.] [ .]

DATE 02060-2 DMT __________

B. Provide, erect, and maintain temporary barriers and security devices.

C. Conduct operations with minimum interference to public or private thorough-fares. Maintain [protected] egress and access at all times.

D. Do not close or obstruct [roadways] [sidewalks] without permits.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

3.01 PREPARATION

A. Prevent movement or settlement of adjacent structures. Provide bracing and shoring.

B. Protect existing [landscaping materials] [appurtenances] [structures] [ ] which are not to be demolished[.] [as specified in Section [01500.]] [01530.]]

C. Disconnect, remove, and cap designated utility lines within demolition areas.

D. Mark location of disconnected utilities. Identify utilities and indicate capping locations on Project Record Documents.

3.02 EXECUTION

A. Demolish indicated structures and appurtenances in an orderly and careful manner.

B. Cease operations and notify Architect/Engineer immediately if adjacent structures appear to be endangered. Do not resume operations until corrective measures have been taken.

C. Except where noted otherwise, immediately remove demolished material from site.

D. Relics, antiques, and similar objects remain the property of the Owner.

Notify Architect/Engineer prior to removal and obtain acceptance regarding method of removal. Relics and antiques [may] include:

1. [ .]

2. [ .]

3. [ .]

DATE 02060-3 DMT __________

E. Remove materials to be re-installed or retained in manner to prevent damage. Store and protect under provisions of Section [01600.] [01620.]

F.Remove, store, and protect for re-installation the following materials and equipment:

1. [ .]

2. [ .]

3. [ .]

G. Remove the following material and equipment to be retained by Owner.

Deliver to [location agreed upon.] [ .]

1. [ .]

2. [ .]

3. [ .]

H. Remove and promptly dispose of contaminated, vermin infested, or dangerous materials encountered.

I. Do not burn or bury materials on site.

J. Remove foundation walls and footings to a minimum [two] [ ] feet ([600] [ ]

mm) below finished grade[ .] [beyond area of new construction.] [within area of new construction.]

K. [Remove concrete slabs on grade.] [Break up concrete slabs on grade to permit drainage.]

L. Pump out buried tanks located within demolition area. [Remove underground tanks, components, and piping from site.] [Fill tanks with sand or fine gravel and cover with fill; remove piping.]

M. Keep work sprinkled to minimize dust. Provide hoses and watermain or hydrant connections for this purpose.

N. Backfill [areas excavated] [open pits and holes] caused as a result of demolition. Use [subsoil] [ ] specified in Section 02223.

O. Rough grade and compact areas affected by demolition to [maintain site grades and contours.] [ .]

P. Remove demolished materials from site as work progresses. Leave site in clean condition.

DATE 02060-4 DMT __________

DATE 02070-1 DMT _________

SECTION 02070 (Master)

Asphalt Removal by Milling

1.0 SCOPE: Furnish all plant, labor, materials, equipment and transportation necessary to remove asphalt to a depth as specified on the drawings and haul to a designated area on base as shown on drawings.

2.0 EQUIPMENT:

2.01 The Contractor shall use a self-propelled cold planer powered by a 425 horsepower or larger engine with a capacity of making six feet wide cuts or wider at depths of two inches or more. The planer shall be equipped with a reclaimer or conveyer belt for direct truck loading of cut or planed material.

2.02 The Contractor shall provide all equipment and personnel necessary to sweep and clean up the adjacent areas.

3.0 TESTING: Test or trials. A test or trial strip shall be conducted to determine effectiveness of a performance of the Contractor and equipment. The test or trial strip shall be of a uniform depth within a one-fourth inch tolerance. Test strip shall be approximately 100 square yards in the area of work.

4.0 REMOVAL: All asphalt shall be milled within the designated areas to a depth as specified on the drawings. The resulting milled asphalt shall conform to the following gradation:

Retained on 1 1/2-inch sieve 0%

Retained on No. 40 sieve 50 to 85%

The Contractor will be required to keep on site a 1 1/2-inch standard sieve for use by the Contracting Officer in gradation analysis. If the equipment used cannot meet the required gradation it shall be cause to require different milling equipment.

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SECTION 02080 - ASBESTOS ABATEMENT

PART 1 GENERAL

1.01 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by basic designation only.

a. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z9.2 (1979; R 1991) Fundamentals Governing the Design and

Operation of Local Exhaust Systems

ANSI Z87.1 (1989; Errata; Z87.1a) Occupational and Educational Eye and Face Protection

ANSI Z88.2 (1992) Respiratory Protection

b. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 732 (1995) Aging Effects of Artificial Weathering on Latex

Sealants

ASTM D 522 (1993a) Mandrel Bend Test of Attached Organic Coatings

ASTM D 1331 (1989; R 1995) Surface and Interfacial Tension of Solutions of Surface-Active Agents

ASTM D 2794 (1993) Resistance of Organic Coatings to the Effects of

Rapid Deformation (Impact)

ASTM D 4397 (1991) Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications

ASTM E 84 (1995a) Surface Burning Characteristics of Building Materials

ASTM E 96 (1995) Water Vapor Transmission of Materials

ASTM E 119 (1995a) Fire Tests of Building Construction and Materials

ASTM E 736 (1992) Cohesion/Adhesion of Sprayed Fire-Resistive

Materials Applied to Structural Members

ASTM E 1368 (1990) Visual Inspection of Asbestos Abatement Projects

c. CODE OF FEDERAL REGULATIONS (CFR)

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29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

40 CFR 61 National Emissions Standards for Hazardous Air Pollutants

40 CFR 763 Asbestos

42 CFR 84 Approval of Respiratory Protective Devices

49 CFR 107 Hazardous Materials Program Procedures

49 CFR 171 General Information, Regulations and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous

Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and

Packagings

d. COMPRESSED GAS ASSOCIATION (CGA)

CGA G-7 (1990) Compressed Air for Human Respiration

CGA G-7.1 (1989) Commodity Specification for Air

e. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 340/1-90-018 (1990) Asbestos/NESHAP Regulated Asbestos containing Materials Guidance

EPA 340/1-90-019 (1990) Asbestos/NESHAP Adequately Wet Guidance

EPA 560/5-85-024 (1985) Guidance for Controlling Asbestos-Containing

Materials in Buildings

f. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

FPA 701 (1996) Methods of Fire Test for Fame-Resistant Textiles and

Films

g. NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

NIOSH Pub (1984; Supple 1985, 1987, 1988 & 1990) NIOSH Manual of

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No. 84-100 Analytical Methods

h. UNDERWRITERS LABORATORIES (UL)

UL 586 (1990; Rev Apr 1995) High-Efficiency, Particulate, Air Filter

Units

i. UNITED STATES ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (1996) Safety and Health Requirements Manual

1.02 DEFINITIONS

Adequately Wet: A term defined in 40 CFR 61, Subpart M, and EPA 340/1-90-019 meaning to sufficiently mix or penetrate with liquid to prevent the release of particulate.

If visible emissions are observed coming from asbestos-containing material (ACM), then that material has not been adequately wetted. However, the absence of visible emissions is not sufficient evidence of being adequately wetted.

Aggressive Method: Removal or disturbance of building material by sanding, abrading, grinding, or other method that breaks, crumbles, or disintegrates intact asbestos-containing material (ACM).

Amended Water: Water containing a wetting agent or surfactant with a surface tension of at least 29 dynes per square centimeter when tested in accordance with ASTM D 1331.

Asbestos: Asbestos includes chrysotile, amosite, crocidolite, tremolite asbestos, anthophylite asbestos, actinolite asbestos, and any of these minerals that have been chemically treated and/or altered.

Asbestos-Containing Material (ACM): Any materials containing more than one percent asbestos.

Asbestos Fiber: A particulate form of asbestos, 5 micrometers or longer, with a length-to-width ratio of at least 3 to 1.

Authorized Person: Any person authorized by the Contractor and required by work duties to be present in the regulated areas.

Building Inspector: Individual who inspects buildings for asbestos and has EPA Model Accreditation Plan (MAP) "Building Inspector" training; accreditation required by 40 CFR 763 Subpart E, Appendix C.

Certified Industrial Hygienist (CIH): An Industrial Hygienist certified in the practice of industrial hygiene by the American Board of Industrial Hygiene.

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Class I Asbestos Work: Activities defined by OSHA involving the removal of thermal system insulation (TSI) and surfacing ACM.

Class II Asbestos Work: Activities defined by OSHA involving the removal of ACM which is not thermal system insulation or surfacing material. This includes, but is not limited to, the removal of asbestos- containing wallboard, floor tile and sheeting, roofing and siding shingles, and construction mastic. Certain "incidental" roofing materials such as mastic, flashing and cements when they are still intact are excluded from Class II asbestos work. Removal of small amounts of these materials which would fit into a glovebag may be classified as a Class III job.

Class III Asbestos Work: Activities defined by OSHA that involve repair and maintenance operations, where ACM, including TSI and surfacing ACM, is likely to be disturbed. Operations may include drilling, abrading, cutting a hole, cable pulling, crawling through tunnels or attics and spaces above the ceiling, where asbestos is actively disturbed or asbestos-containing debris is actively disturbed.

Class IV Asbestos Work: Maintenance and custodial construction activities during which employees contact but do not disturb ACM and activities to clean-up dust, waste and debris resulting from Class I, II, and III activities. This may include dusting surfaces where ACM waste and debris and accompanying dust exists and cleaning up loose ACM debris from TSI or surfacing ACM following construction.

Clean room: An uncontaminated room having facilities for the storage of employees' street clothing and uncontaminated materials and equipment.

Competent Person: In addition to the definition in 29 CFR 1926 Section .32(f), a person who is capable of identifying existing asbestos hazards as defined in 29 CFR 1926 Section .1101, selecting the appropriate control strategy, has the authority to take prompt corrective measures to eliminate them and has EPA Model Accreditation Plan (MAP) "Contractor/Supervisor" training; accreditation required by 40 CFR 763 Subpart E, Appendix C.

Contractor/Supervisor: Individual who supervises asbestos abatement work and has EPA Model Accreditation Plan "Contractor/Supervisor" training; accreditation required by 40 CFR 763, Subpart E, Appendix C.

Critical Barrier: One or more layers of plastic sealed over all openings into a regulated area or any other similarly placed physical barrier sufficient to prevent airborne asbestos in a regulated area from migrating to an adjacent area.

Decontamination Area: An enclosed area adjacent and connected to the regulated area and consisting of an equipment room, shower area, and clean room, which is used for the decontamination of workers, materials, and equipment that are contaminated with asbestos.

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Disposal Bag: A 0.15 mm (6 mil) thick, leak-tight plastic bag, pre-labeled in accordance with 29 CFR 1926 Section .1101, used for transporting asbestos waste from containment to disposal site.

Disturbance: Activities that disrupt the matrix of ACM, crumble or pulverize ACM, or generate visible debris from ACM. Disturbance includes cutting away small amounts of ACM, no greater than the amount which can be contained in one standard sized glovebag or waste bag in order to access a building component.