Attachment 5 - Specifications (18 Dec 19).pdf

SPECIFICATIONS

FOR

FBNV 180013

DEMOLISH FACILITIES,

MULTI (FACS 4000, 4350, 4351, 4352, 4355)

AT

DAVIS-MONTHAN AFB

ARIZONA

18 December 2019

18 December 2019 Table of Contents-1 FBNV 180013

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 180013

Contractor is to furnish all labor, equipment, appliance and materials and perform all operations in connection with Demolish Facilities, Multi (Facs 4000, 4350, 4351, 4352, 4355) 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

AF Form 66 - Schedule of Material Submittals 01011 Design Requirements

Toxics Report Summary Seed Mix

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition and Deconstruction 02 81 00 Transportation and Disposal of Hazardous Materials 02 84 16 Handling of Lighting Ballasts and Lamps Containing PCBs and

Mercury

DIVISION 31 – EARTHWORK

31 23 00.00 20 Excavation and Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 10 Bituminous Tack and Prime Coats 32 12 16 Hot Mix Asphalt for Roads 32 92 19 Seeding

-- End of Table of Contents --

Davis-Monthan Air Force Base, Arizona FBNV180013, Demolish Facilities, Multi (Facs 4000, 4350, 4351, 4352, 4355) 18 December 2019

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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 demolition 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 design, plans, specifications, demolition of several facilities at Davis-Monthan (Tucson) Air Force Base. Demolition work will include but is not limited to the removal of facility 4000, facilities 4350/4352/4355 (swimming pools and their associated facilities), facility 4351 (bathhouse/laundry mat), as well as any support facilities. The demolition entails building and sidewalk demolition, concrete foundation removal, slab removal, capping utilities, backfill/compaction, disposal, and site restoration.

1.1.2. The Contractor shall refer to Section 01011, Design Requirements, for specific guidance pertaining to the design and demolition of the required project elements.

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 demolition 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 demolition 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 demolition 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 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 demolition site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

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1.4 Submittal Procedures:

a. SCHEDULE OF MATERIAL SUBMITTALS (AF FORM 66): 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 demolition, 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. TRANSMITTAL FORM (AF FORM 3000):

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 demolition.

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.

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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 demolition 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 demolition 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 demolition which conflict with the Contract Documents, and which affect either a portion of the current demolition, or which will substantially affect the demolition 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 demolition, 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 demolition, or which will substantially affect the demolition 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 demolition 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” demolition and conditions.

1.6 Experience Requirement:

a. The Contractor must have in the past been engaged in demolition work of this type for a minimum of five (5) years. To complete a project of this nature during the short contract period, it is essential that the Contractor firm have the necessary background, supervision, and qualified personnel. Contractors proposing to submit a bid on this project must be prepared to (low bidder only) submit notarized affidavits from Government agencies attesting to satisfactory performance of work of at least three (3) projects of this nature during the previous five (5) year period and to the qualifications both in terms of expertise and having

01010-4 proper and adequate equipment to accomplish the work. The affidavits of the successful low bidder will be reviewed for approval or disapproval. The notarized affidavits will be submitted within 3 calendar days after requested. If the successful low bidder for this project has previously submitted the required certification to the Contracting Officer under a previous contract requiring the same certification, re-submission is not required.

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 demolition 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 demolition.

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 (DMAFB) Contractor Environmental Guide in effect at the time of contract award. This guide will be provided to the Contractor within the request for proposal. The guide includes procedures to ensure compliance with the DMAFB environmental permit requirements and other regulations to include, but not limited to, 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.

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

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

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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 occurs first.

2.7 Airfield Construction Activity Requirements: NOT USED

2.8. Project Progress Photographs: Submit to the Contracting Officer demolition project progress digital photographs taken on or about the first of every month and of significant elements (i.e., underground utility installation, elements to be concealed within walls or concrete, etc), 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 Construction 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). 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: 10_02_18_XXXXXX_Project Name_Description of Work.

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.

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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 demolition deliverables as defined in the Design Compatibility Guidelines and in this Section.

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" demolition. 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, using the version of AutoDesk AutoCAD as directed by the Contracting Officer, transfer the “as-built” project drawings to compact disk (CD) and submit the CD(s) to the Contracting Officer.

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. Contract/Roof Warranty and/or Guarantee Items.

d. Operation and Maintenance Manuals. Submit operation and maintenance manuals for each item of equipment as per the contract specifications, including but not limited to all 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.

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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

AF FORM 66 (Computer Generated) PAGE 1 of 2

PROJECT NUMBER : PROJECT TITLE: SOLICITATION/CONTRACT NO.:

NO. OF COPIES REQUIRED Awarded:

Pre-Con:

NTP:

Const. Start:

Const. End:

Finalled:

APPROVED DISAPPROVED

AF Form 103 Job Order Sec 01010, Para 1.3c 1

Affidavits Sec 01010, Para 1.6a 1

Certifications Sec 01010, Para 1.6b 1

Air Quality Activity Permit Sec 01010, Para 2.5d Env Cont Guide Sec 3.3 Air Quality

7 Days after Reciept of Permit

AZPDES General Permit Sec 01010, Para 2.5d Env Cont Guide Sec 3.3 SWPP

2 Days Prior to Construction

Construction & Demolition Debris Diversion Plan Sec 01010, Para 2.5e Env Cont Guide Sec 3.3 C&D Plan

Non-Regulated Waste Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Regulated Hazardous Waste

3 days after Disposal

Regulated Waste Disposal Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Regulated Hazardous Waste

1 Coordinated Prior to Removal from Installation

Regulated Waste Manifests Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Regulated Hazardous Waste

3 Days after Disposal

Recycling Manifests Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Waste & Recyclables

(1st of the month for projects >60days) (End of project for projects <60 days)

Non-Hazardous Waste Manifests Sec 01010, Para 2.5h Env Cont Guide Sec 3.4 Waste & Recyclables

(1st of the month for projects >60days) (End of project for projects <60 days)

12 Progress Photographs Sec 01010, Para 2.8

13 Record As-Builts Sec 01010, Para 3.2.2.a

14 Record Disks Sec 01010, Para 3.2.2.b 1

15 DD Form 1354 Sec 01010, Para 3.2.2.c.1

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AF FORM 66 (Computer Generated) PAGE 2 of 2

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Demolish Facilities, Multi (Facs 4000, 4350, 4351, 4352, 4355)FBNV180013

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DATE CONTRACTOR NOTIFIED

16 Warranty/Guarantee Items Sec 01010, Para 3.2.2.c.3

17 AF Form 3064 Sec 01011, Para 1.5.1 1

Design Charrette Minutes Sec 01011, Para 2.10.1 1

1 Package-Provide Copies as indicated

19 95% Design Submittal Sec 01011, Para 2.10.2 1 1

1 Package-Provide Copies as indicated

20 100% Design Submittal Sec 01011, Para 2.10.3 1 1

1 Package-Provide Copies as indicated

Soil Compaction Test Results for Utilities and Facilities Sec 01011, Para 3.3

23 Contractor to add Submittals as required or requested.

01011-1

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. This request for proposal (RFP) calls for the

design, plans, specifications, demolition of several facilities at Davis-Monthan (Tucson) Air Force Base. Demolition work will include but is not limited to the removal of facility 4000, facility 4350/4352/4355 (swimming pools and facilities), facility 4351 (bathhouse/laundry mat), as well as any support facilities. The demolition entails building and sidewalk demolition, concrete foundation removal, slab removal, capping utilities, backfill/compaction, disposal, and site restoration.

1.2. Location. The project site consists of numerous

smaller sites located throughout the base. The first site is located on the southeast side of Fifth Street and Ironwood intersection. The second site is located on the southeast side of Craycroft Road and Libre Street.

1.3. Project Programming. Government programming

requirements, classification of work, project approval levels, and funding appropriation have defined the requirement for execution of this project. The Contractor shall work the project as a whole. The Contractor shall maintain documentation to include, but not limited to, progress reports, requests for payment, change orders, modifications, and any other contractual (cost) documents for each project’s scope of the total project. All design and engineering costs shall be incorporated into this project.

1.4. Codes, Standards, and References.

1.4.1. The Davis-Monthan Air Force Base Design Compatibility Guidelines (base DCG) are incorporated by reference into the contract specifications. All provisions of the base DCG shall be complied with unless specifically deleted by the project documents.

1.4.2. Equipment, materials, assemblies, spare parts, meters, monitors, controls, and any other articles of construction that are required to communicate with, connect to, operate with, or supplement existing base systems shall be 100% compatible in installation, configuration (including software), maintenance, repair, and operation or the item will not be considered equal and will be disapproved by the Government.

1.4.3. Brand Name References: NOT USED

1.5. Design and Demolition Schedule. The Contractor shall provide as part of their proposal a preliminary design and demolition completion schedule for the Government’s review and approval. As a minimum, the proposed schedule shall incorporate the required milestone events as stated within the specifications sections. The Contractor shall clearly note any deviations to the suggested days as it relates to the benefit of the proposed project. The Government will evaluate Contractor-proposed calendar days based on the best interests of the project execution and the Government’s requirements. All days listed below are calendar days and include all Contractor actions such as design, demolition, travel, mobilization, drawing and demolition material submittal periods, close-out, etc.

Contractor shall submit an AF Form 66, Schedule of Material Submittals; and prepare material submittals and cutsheets to be submitted with the 95% design submittal in order to allow the Government to review/approve major demolition materials and, with the Government’s approval, order material after being given the demolition NTP.

Contractor shall be given the demolition NTP, at the Contracting Officer’s discretion, at the time of the 95% design approval to begin mobilization, site work, and demolition concurrently with the completion of the remainder of the design package.

1.5.1. Following contract award, the Contractor shall finalize their proposed design and demolition completion schedule. The Contractor shall prepare the schedule using the AF Form 3064, Contract Progress Schedule. The

Figure 1-1 Facility 4000 & Supporting Facilities

Facility 4000

Figure 2-2 Facilities 4350/4351/4352/4355 & Supporting

Facilities

Facility 4350 Facility 4351

Facility 4352

Facility 4355

01011-2

Contractor shall submit for government review and approval the AF Form 3064 no later than ten (10) calendar days following issuance of the Notice to Proceed.

1.6. Project Specific Design and Demolition Requirements. The Contractor shall incorporate as part of their design and include in the demolition the following requirements in accordance with all regulations, requirements, and standards identified in this RFP. The following requirements provide more detail than the generic descriptions provided in Section 1.1 of this RFP; and are the minimum requirements that ultimately satisfy the User’s needs and wants. The Contractor shall provide a complete and usable facility based around the User’s needs and wants, and constructed in accordance and in compliance with commercial and industry standards.

1.6.1. General Requirements.

1.6.1.1. (All Facilities) The Contractor shall provide design plans and specifications at the 95%, and 100% design milestone levels. The design shall be based on the information provided in the RFP, any government sponsored project site visits, and additional information as shall be provided by the Government. Each design milestone level shall meet the associated design submittal requirements as stated in Part 2, Design Submittal Requirements, of this section.

1.6.1.2. (All Facilities) All demolition/construction work shall be accomplished between the hours of 0700— 1600, Monday through Friday, unless otherwise approved in writing by the CO.

1.6.1.3. (All Facilities) The demolition site is in a controlled area and will require the Contractor and subcontractors to have the requisite badging and identification to access this project site. The Contractor shall consider in the contract documents (e.g., the demolition cost estimate) the reasonable costs and effects of daily, short delays in accessing the project site, as required by the restrictive access requirements or by local alert conditions.

1.6.1.4. (All Facilities) This project will require fenced screening around the entire perimeter of the site. A temporary fence shall be provided by the Contractor in accordance with paragraph 2.9. Fenced Storage Yard of Section 01010, Summary of Work.

1.6.1.5. (All Facilities) The Contractor shall be required to phase demolition operations in this project to facilitate the ongoing operations. The Contractor shall consider this phasing into the proposal and shall incorporate the phasing into all contract documents.

1.6.1.6. (All Facilities) For this project, the designer / Contractor shall document the submittal of construction project progress photographs by the construction Contractor in specification Section 01010, Summary of Work; and in the AF Form 66, Schedule of Material Submittals. The costs of these photographs shall be included in the AF Form 3052, Construction Cost Estimate.

1.6.1.7. (All Facilities) Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, walks, and other adjacent occupied and used facilities. Do not close or obstruct streets, walks, or other occupied or used facilities without permission from the Contracting Officer. The Contractor must request a road closure in accordance with paragraph 1.3. Base Outages and Digging Permits (AF Form 103, BCE Work Clearance Request) of Section 01010, Summary of Work. Provide alternate routes for closed or obstructed traffic ways if directed by the Contracting Officer.

1.6.1.8. (All Facilities) Demolition shall commence as soon as the Government vacates the building and turns it over to the Contractor. The time stated for completion shall include final clean-up of the premises.

The Contractor shall be responsible for providing all material (including taxes and handling costs), equipment and labor required to provide complete demolition. The Contractor shall also be required to provide his/her own quality control, submittal control and approval, compliance with all applicable codes and regulations, construction management, and environmental control as indicated in the demolition documents.

1.6.2. Demolition Requirements.

1.6.2.1. (All Facilities) Verify the presence or absence of asbestos-containing materials (ACM) and design for removal. Tests shall be facility-wide and shall be comprehensive. For example, particular care shall be exercised to test the composite of all existing construction materials, such as carpet/adhesive over one or more layers of resilient tile/adhesive, which may be found in the existing floor finishes. Include the resultant

01011-3 report and recommendations in the Investigation Report. A copy of the test reports will be given to the Base for their records.

1.6.2.1.1. (All Facilities) Multiple partial inspections have been performed in most facilities and non-friable asbestos is present, see Attachment 1 (Toxics Report Summary) for inspection data in the facilities that have been inspected. Workers/Supervisors will need to be properly trained in accordance with CFR

1926.1101. Complete Asbestos reports will be available upon request.

1.6.2.1.2 (All Facilities) Non-friable asbestos (NFA) can be disposed of as a solid waste along with other construction debris as long as the landfill is permitted to accept non-friable asbestos waste. Wet NFA prior to removal to minimize airborne fibers. Non-friable will not need to be removed by a licensed and EPA certified asbestos abatement contractor since it will remain intact until the actual building demolition occurs and if it becomes part of the general demolition debris.

1.6.2.1.3. (All Facilities) Prior to transporting non-friable asbestos debris to a landfill, a Non-Hazardous Waste Manifest must be prepared by the Contractor. A copy will be given to the Base for their records. A certificate of disposal will be given to the Base for their records.

1.6.2.2. (All Facilities) Verify the presence or absence of lead-based paint or other lead-containing coatings and design for removal. Tests shall be facility-wide. A copy of the test reports will be given to the Base for their records.

1.6.2.2.1. (All Facilities) Lead-based paint (LBP) is known to exist in the work areas and will be disturbed during the demolition process. Contractor will perform a Toxicity Characteristic leaching procedure (TCLP) test prior to removal of debris to determine whether debris contains any leachable heavy metals. If any regulatory limits are exceeded, the debris is considered hazardous waste that needs to be dispose of at a landfill licensed to accept hazardous waste. If none of the regulatory limits are exceeded, the debris is classified as construction debris that may go to landfill licensed to accept construction debris. Debris is not anticipated to be hazardous waste.

1.6.2.2.2. (All Facilities) Since the primary purpose of this project is not to abate the paint, workers/supervisors (at this time) do not have to be EPA certified to accomplish the work. However, demolition workers/supervisors must be trained and protected under OSHA’s Construction Industry Standard for Lead (29 CFR 1926.62) and their Respirator Standard (29 CFR 1910.134).

1.6.2.2.3. (All Facilities) If any paint debris is generated during the demolition process such as flakes and chips - they will need to be contained, properly characterized as potential hazardous waste. All logistical arrangements and disposal costs shall be managed and paid by the contractor.

1.6.2.2.4. (All Facilities) Upon completion of the demolition process, there shall be no visible evidence of paint chips at the demolition site.

1.6.2.3. (All Facilities) The government reserves the right of salvage prior to Notice to proceed. Salvageable items existing at time of inspection shall not be used for pricing purposes.

1.6.2.4. (All Facilities) Structures to be demolished will be vacated and use discontinued prior to Notice to Proceed.

1.6.2.5. (All Facilities) The Government assumes no responsibility for actual condition of structures to be demolished. Conditions existing at time of inspection for pricing purposes will be maintained by the Government insofar as practicable. However, variations within structures may occur.

1.6.2.6. (All Facilities) Demolition Discrepancies: In the event demolition discrepancies or omissions become apparent during demolition, the Contractor shall notify the Contracting Officer in writing, before proceeding with the work. The Project Engineer shall be responsible for correction of the discrepancy and shall furnish the necessary drawings, specifications, and other support data as required to resolve the condition to the satisfaction of the Contracting Officer. The Contractor shall further perform all work necessary to execute the correct plan. If any adjustment in cost is required, an approved change order request must be received prior to implementing the change.

1.6.2.7. (All Facilities) Transport all waste material off base for appropriate disposal.

1.6.2.8. (All Facilities) Protect existing curbing to remain in place.

01011-4

1.6.2.9. (All Facilities) Completely fill below-grade areas and voids resulting from demolition of structures.

Infill material to match adjacent material, as closely as possible.

1.6.2.10 (Facility 4000) Remove and recycle, as applicable, Facility 4000 in its entirety, to include all support structures.

1.6.2.10.1 (Facility 4000) Remove and dispose of any remaining appliances or equipment.

1.6.2.10.2 (Facility 4000) Remove and recycle sidewalks leading to the existing structure being demolished to include the sidewalk north of the facility.

1.6.2.10.3 (Facility 4000) Remove and recycle all existing above grade concrete pads.

1.6.2.10.4 (Facility 4000) Remove and recycle foundation walls and other below-grade construction including concrete foundations and footers.

1.6.2.10.5 (Facility 4000) Remove all utilities and terminate/cap at the main lines, leaving the valve in place, as applicable. Note: Water line terminations shall have a thrust block at the cap. Also all lines with mains within Fifth Street shall be terminated just before the curb as to not disturb the existing road and traffic.

1.6.2.10.6 (Facility 4000) Electrical removal shall include the transformer and associated lines attached to include, but is not limited to, all abandoned wire, conduit, panelboards, switches, cross arms, and fuse cut-outs located at the nearest southern pole as well as leading to and at the facility.

1.6.2.10.7 (Facility 4000) Contractor shall ensure electric power is de-energized prior to demolition.

1.6.2.10.8 (Facility 4000) All mechanical equipment shall be freon free before being disposed of.

1.6.2.11 (Facility 4350/4351/4352/4355) Remove and recycle, as applicable, Facility 4350, 4351, 4352, and 4355 in their entirety, to include all support structures.

1.6.2.11.1 (Facility 4352) Pump out existing remaining water.

1.6.2.11.2 (Facility 4350/4351/4352/4355) Remove and dispose of any remaining appliances.

1.6.2.11.3 (Facility 4350/4351/4352/4355) Remove and recycle sidewalks leading to the existing structure being demolished to include the sidewalk north of the facility, connecting Fifth and Sixth Streets.

1.6.2.11.4 (Facility 4350/4351/4352/4355) Remove and recycle all existing above grade concrete pads.

1.6.2.11.5 (Facility 4350/4351/4352/4355) Remove and recycle foundation walls and other below-grade construction including concrete foundations and footers.

1.6.2.11.6 (Facility 4350/4351/4352/4355) Remove and recycle the abandoned swimming pools and all associated infrastructure. Note: It is assumed that the wading pool has been completely filled with concrete.

1.6.2.11.7 (Facility 4350/4351/4352/4355) Remove and recycle all swimming pool associated ladders, lifeguard chairs, slides, and stadium chairs.

1.6.2.11.8 (Facility 4350/4351/4352/4355) Remove and recycle all surrounding pavements within the swimming pool area to include the exterior asphalted mechanical access areas.

1.6.2.11.9 (Facility 4350/4351/4352/4355) Remove and recycle of all fencing to include, but not limit to, chain link, block walls, and wrought iron surrounding and within the swimming pool area.

1.6.2.11.10 (Facility 4350/4351/4352/4355) Remove all utilities and terminate/cap at the main lines, leaving the valve in place, as applicable. Note: Water line terminations shall have a thrust block at the cap.

1.6.2.11.11 (Facility 4350/4351/4352/4355) Electrical removal shall include the disconnected line from the existing transformer to the facility to include, but is not limited to, all wire, conduit, panelboards, switches, lights, etc. both exterior and interior.

1.6.2.11.12 (Facility…