FBNV140003_Project_Specifications.pdf

PDF 6 MB Posted Aug 2, 2016

Attached to: Repair/Sustain Control Tower Facility 306 Federal contract opportunity
Solicitation number: FA4877-16-R-A004
Issued by: Department of the Air Force Air Combat Command

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Attachment to Amendment Updated Project Specifications 22 July 2016

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File	Type	Posted
Amendment_01.pdf	PDF	Aug 2, 2016
Attachment_III_-_Past_Performance_Questionnaire.pdf	PDF	Aug 2, 2016
Signed_roster_for_site_visit_7.18.16.pdf	PDF	Aug 2, 2016
MACC_Solicitation_RFIs-Government_Responses.pdf	PDF	Jul 26, 2016
Site_Visit_Minutes.pdf	PDF	Jul 26, 2016
Section_01011_Design_Requirements.pdf	PDF	Jul 11, 2016
Solicitation_Control_Tower.docx	DOCX document	Jul 11, 2016
Wage_Determination_Schedule_AZ33_Pima_County.pdf	PDF	Jul 11, 2016
Attach_6_Bid_Schedule_Blank.pdf	PDF	Jul 11, 2016
Attach_4_Blank_Cost_Estimate.pdf	PDF	Jul 11, 2016
Specifications_for_FBNV_140003.pdf	PDF	Jul 11, 2016
Section_01010_Summary_of_Work.pdf	PDF	Jul 11, 2016

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SPECIFICATIONS

FOR

FBNV 140003

RprR Rpr (Sustain) Control Tower, Fac 306

DAVIS-MONTHAN AFB

ARIZONA

22 July 2016

22 July 2016 Table of Contents-1 FBNV 140003

TECHNICAL PROVISIONS OF SPECIFICATIONS

Project No. FBNV 140003

Contractor to furnish all labor, equipment, appliance and materials and perform all operations in connection with Rpr (Sustain) Control Tower, Fac 306 at Davis-Monthan AFB, Arizona, in strict accordance with these specifications.

TABLE OF CONTENTS

SECTION AND TITLE

DIVISION 01 – GENERAL REQUIREMENTS

AF Form 66 Schedule of Material Submittals

01010 Summary of Work 01011 Design Requirements

ATTACHMENTS TO 01011

Toxics Summary Report Fac 306 Utilities As-Built and Conceptual Hydrant Relocation Drawing ATFP Conceptual Drawing D-M Elevator Review Second Floor Restrooms Concept Sketch

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition and Deconstruction

DIVISION 03 – CONCRETE

03 20 00.0010 Concrete Reinforcing

DIVISION 04 – MASONRY

04 20 00 Masonry

DIVISION 05 – METALS

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

22 July 2016 Table of Contents-2 FBNV 140003

08 81 00 Glazing

DIVISION 09 – FINISHES

09 29 00 Gypsum Board 09 30 13 Ceramic Tiling 09 51 00 Acoustical Ceilings 09 65 00 Resilient Flooring 09 68 00 Carpeting 09 69 13 Rigid Grid Access Flooring 09 83 13 Acoustical Wall Treatment 09 90 00 Paints and Coatings

DIVISION 10 – SPECIALTIES

10 14 00.20 Interior Signage 10 21 13 Toilet Compartments 10 28 13 Toilet Accessories

DIVISION 12 – FURNISHINGS

12 36 00 Countertops

DIVISION 14 – CONVEYING EQUIPMENT

14 21 23 Electric Traction Passenger Elevators

DIVISION 22 – PLUMBING

22 00 00 Plumbing, General Purpose 22 10 00.00 10 Vertical Pumps, Axial-Flow and Mixed-Flow Impeller-Type

DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING

23 05 93 Testing, Adjusting and Balancing for HVAC 23 82 19.00 40 Fan Coil Units 23 08 00.00 10 Commissioning of HVAC Systems

DIVISION 26 – ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods 26 09 23.00 40 Lighting Control Devices 26 24 16.00 40 Panelboards 26 51 00 Interior Lighting 26 52 00.00 40 Emergency Lighting 26 56 00 Exterior Lighting

DIVISION 27 – COMMUNICATIONS

22 July 2016 Table of Contents-3 FBNV 140003

27 51 23. 10 Intercommunication System

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 23 23.00 10 Closed Circuit Television Systems

DIVISION 31 – EARTHWORK

31 23 00.00 20 Excavation and Fill

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 Hot-Mix Asphalt (HMA) for Roads 32 17 23.00 20 Pavement Markings 32 31 13 Chain Link Fences and Gates

DIVISION 33 – UTILITIES

33 11 00 Water Distribution

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 Dig Permit Sec 01010, Para 1.3c 2

Permits Sec 01010, Para 2.5b 2

Notifications Sec 01010, Para 2.5c 2

Manifests Sec 01010, Para 2.5f 2

Chemical Inv./MSDS Sec 01010, Para 2.5h 2

Radioactive Use Sec 01010, Para 2.5i 2

Progress Photographs Sec 01010, Para 2.8 1

Record As-Builts Sec 01010, Para 3.2.2.a 1

Record Disks Sec 01010, Para 3.2.2.b 1

DD Form 1354 Sec 01010, Para 3.2.2.c.1 2

DD Form 1354 Checklist Sec 01010, Para 3.2.2.c.2 2

Warranty/Guarantee Items Sec 01010, Para 3.2.2.c.3 2

SCHEDULE OF MATERIAL SUBMITTALS

(not for use with SABER projects)

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

Rpr (Sustain) Control Tower, Fac 306 [ Enter number here ]FBNV140003

T O

ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE

OF SUBMITTAL

REMARKS

'S W

-B

DATE CONTRACTOR NOTIFIED

AF FORM 66 (Computer Generated) ATCH 2 (PAGE 1 of 3)

Awarded:

Pre-Con:

NTP:

Const. Start:

Const. End:

Finalled:

APPROVED DISAPPROVED

SCHEDULE OF MATERIAL SUBMITTALS

(not for use with SABER projects)

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

Rpr (Sustain) Control Tower, Fac 306 [ Enter number here ]FBNV140003

T O

ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE

OF SUBMITTAL

REMARKS

'S W

-B

DATE CONTRACTOR NOTIFIED

DD Form 250 Sec 01010, Para 3.2.2.c.4 2

O&M Manual Sec 01010, Para 3.2.2.d 1

AF Form 3064 Sec 01011, Para 1.5.1 2

35% Design Submittal Sec 01011, Para 2.12.2 1

65% Design Submittal Sec 01011, Para 2.12.3 1

95% Design Submittal Sec 01011, Para 2.12.4 1

100% Design Submittal Sec 01011, Para 2.12.5 1

20 Hazardous Material Survey Abatement/Remediation Plan

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

Mass Notification System (MNS) Amber Strobes- Speakers/LOC/Cables/ Conduit/etc

2 2

23 Door Hardware- Davis- Monthan (DCG); Appendix K

24 Door Hardware- Davis- Monthan (DCG); Appendix K

Flooring- Tile/Grout/Carpet/VCT/ Concrete Seal/Rubber Base/Raised Flooring

1 1

Ceiling Tiles and Grid 1 1

Interior Paint 1 1

Exterior Paint 1 1

Interior Wood Doors 1 1

AT/FP Glass Windows and Doors 1 1

Cabinetry/Millwork 1 1

32 Toilet Partitions 1 1

Concrete Sec 01011, Para 6.7 Concrete Reinforcing Sec 03 20 00 00 10, Para 1.3

Exhaust Fans 1

AF FORM 66 (Computer Generated) ATCH 2 (PAGE 2 of 3)

Awarded:

Pre-Con:

NTP:

Const. Start:

Const. End:

Finalled:

APPROVED DISAPPROVED

SCHEDULE OF MATERIAL SUBMITTALS

(not for use with SABER projects)

TO BE COMPLETED BY PROJECT ENGINEER TO BE COMPLETED BY CONTRACT ADMINISTRATOR

Rpr (Sustain) Control Tower, Fac 306 [ Enter number here ]FBNV140003

T O

ITEM OR DESCRIPTION OF ITEM,

CONTRACT REFERENCE, TYPE

OF SUBMITTAL

REMARKS

'S W

-B

DATE CONTRACTOR NOTIFIED

Plumbing Fixtures-Davis- Monthan (DCG); Section 6, Engineering Standards, Para 6.3.3

Piping and Hydrant Type for Fire Hydrant Relocation-Davis- Monthan (DCG); Section 6, Engineering Standards, Para 6.5.5.1

Lighting Fixtures (Interior and Exterior) 1

Receptacles and Switches 1

Ultra Sensitive Smoke Detection System (VESDA) 1

40 Interior/exterior Signage 1 1

Parking Lot(s) Base Course Compaction Test Results 1

Parking Lot(s) Asphalt Design Mix 1

Concrete Masonry Units (CMU) and Grout 1 1

Fire Caulk (Wall Ceiling/Floor Penetrations) 1

Elevator Modernization Equipment 1 1

Metal Entry Canopy 1 1

AF FORM 66 (Computer Generated) ATCH 2 (PAGE 3 of 3)

Davis-Monthan Air Force Base, Arizona FBNV 140003, Rpr (Sustain) Control Tower, Fac 306 22 July 2016

01010-1

SECTION 01010 – SUMMARY OF WORK

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

1. SUMMARY OF WORK

1.1 Work Included in this Contract: The following descriptions are for general reference only, and shall not be construed as a complete list of all operations to be performed. Review Section 01011 for specific Design Requirements to be included in this Summary of Work.

a. This request for proposal (RFP) provides for the design and repair by sustainment of Facility 306. The Project includes, but is not limited to, the repair/sustainment of facility systems as well as wall, ceiling, and floor interior finishes. Facility systems include, but are not limited to, the repair/sustainment of the existing Fire Alarm/Mass Notification System, Mechanical Systems- HVAC, Plumbing Systems-Piping and Fixtures, Electrical Systems, Communication Systems, Conveying Systems-Elevator Modernization and AT/FP compliance measures. In addition, the asphaltic concrete paved parking lots serving the facility shall be milled/repaved/restriped.

b. The facility has a 24/7 mission and must remain operable throughout the duration of the work performed. Phasing of the work will be required for this project.

1.2 Salvage and Disposal:

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

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

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

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

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

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

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

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

c. The Contractor is responsible for and shall process all digging permits and bluestake requirements through the 355 CES Customer Service Desk (Bldg 5303). The Contractor shall allow for approximately 21 calendar days for the construction areas to be properly marked. The Contractor is also responsible for contacting Arizona Blue Stake and independently marking and potholing for security camera conduit/wiring around the base; and vacuum and oxygen medical lines around the 355 Medical Group. Although the 355 CES Drawing Vault has drawings for security camera conduit/wiring and medical lines, it is not responsible for the bluestaking or actual location of these utilities. The Contractor must mark all areas that he wishes to have the Government bluestake with white paint PRIOR to the

01010-2 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 construction site has been marked, it is the Contractor’s responsibility to maintain the markings with stakes or whiskers.

1.4 Submittal Procedures:

a. AF Form 66, Schedule of Material Submittals: An AF Form 66, listing the items of equipment and materials for which submittals are required by the specifications 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).

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.

01010-3

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 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.

1.6 Experience Requirement: Not used.

01010-4

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 and 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 228-3333. The Contractor is responsible for all costs incurred by the Government in responding to or cleaning up any such spill.

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

2.2 Safety:

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

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

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

2.3 Blasting: No blasting will be permitted.

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

2.5 Environmental Control:

a. The Contractor shall be required meet or exceed the requirements and compliances of the 355 CES/CEAN, Civilian Contractor Environmental Guide dated 15 Aug 2006.

b. Obtain permits from the Pima County Department of Environmental Quality, 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.

c. For projects involving asbestos abatement, complete standard "Notification of Demolition or Renovation" forms and submit to PCDEQ/Base CE Environmental and other required agencies. These forms shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of forms to the Contracting Officer prior to beginning construction.

d. Contractor shall comply with State of Arizona Storm Water Pollution Prevention Plan requirements and submit an approved SWPPP to the Contracting Officer for all work that meets minimum disturbance requirements as set forth by the Arizona Department of Environmental Quality (ADEQ). Treat

01010-5 areas subject to dust-producing activities with liquid palliatives which will not harm regrowth of vegetation, or other such method of dust control which complies with PCAQCD regulations.

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

f. 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. Submit original manifest—with original signature of the Contractor’s superintendent or authorized representative attesting to the validity of the manifest—to the Contracting Officer within 3 calendar days of disposal. 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 Environmental Quality Flight at 228-4829.

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)

g. Asbestos Abatement: The Contractor shall be responsible for all abatement and reporting requirements of the 355 CES Environmental-published Civilian Contractor Environmental Guide.

h. Provide the Contracting Officer with a chemical inventory and an estimated quantity to be used, prior to bringing hazardous materials on the base. A copy of same shall be provided to and maintained by Bioenvironmental Engineering. An additional copy of the chemical inventory and appropriate MSDS’s shall be provided to 355 CES Environmental. These requirements shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

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. The Contractor will 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.

l. Lead in liquid paints or coatings shall be restricted to no more than 0.06 per cent 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

01010-6 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.

c. Control Tower access: Check in and check out with the Base Operations Dispatcher daily.

1. During check-in, advise the dispatcher of intended work areas and type of work scheduled, and receive a flightline pass/Cone.

2. During check-out, brief the dispatcher on completed work and status of any airfield facilities affected by the work.

d. Access into Facility 306 must be secured by the Contractor at the end of each work day. The User will provide any necessary escort during work operations in Facility 306.

2.7 Project Identification Sign:

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

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

c. Content:

1. Project title

2. "General Contractor: [ Name ]"

3. "Architect/Engineer: [ Name ]"

4. "Construction Managed by 355 CES"

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

2.8. Project Progress Photographs:

Submit to the Contracting Officer construction project progress digital photographs taken on or about the first of every month, showing the general conditions of the work as viewed from the north, south, east, west, and/or building interior. Photographs are also required to document work phases such as rebar emplacement, concrete pours, sewer rough-in, etc, when the Government Project Inspector/Engineer is unable to view the site prior to that work being completed. Photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD) shall accompany each application for payment.

Each image file shall be identified by the date of exposure (year-month-day), the project number and title, and description of content using the following format: Project Number - Project Title - Date - Project Item.

This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

2.9. Fenced Contractor’s and Storage Yards:

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

2.10. Material Handling and Storage:

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

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

01010-7

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 Documents and Disks:

3.2.1. Provide design and construction deliverables as defined in the Design Compatibility Guidelines and 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 following Close-out documentation to include Hard copy and electronic copy of the: Record As-built Drawings, Operations and Maintenance Manuals (O&M’s), Warranties Manual, Shop Drawings (if applicable), Submittal Register (AF Form 66) and approved submittals (Refer to the following paragraphs below for specifics). Submit the Close-out documentation 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 (1) full-size and Two (2) half-size hard copy 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. Scanned pdf’s of the Warranties and/or Guarantee Manual. (See also subparagraph 3.2.2.c.3 below.)

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

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. Real Property Documentation. Fourteen calendar days prior to the final inspection, complete the following record documents and submit to the Contracting Officer.

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

2. DD Form 1354 Checklist.

3. DD Form 250, Material Inspection and Receiving Report

d. Operation and Maintenance Manuals (O&M’s). Submit 1 hard copy set of the 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:

01010-8

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.

e. Warranties Manual. Submit 1 hard copy set of the Warranties Manual for each major building system or item of equipment, especially extended warranties and specifically the roof warranty. Similar to the O&M Manual the Warranties Manual should be organized per the contract specifications (CSI Format), including a table of contents and a major systems point of contact information page to include:

The Prime Contractor and Sub-Contractors for HVAC/Electrical/Plumbing/Fire Protection/Roofing/etc.-with Company name, Contact Name and Contact phone number.

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

01011-1

SECTION 01011 - DESIGN REQUIREMENTS

1. PROJECT DESCRIPTION.

1.1. General. This request for proposal (RFP) provides

for the design and repair by sustainment of Facility 306.

The Project includes, but is not limited to, the repair/sustainment of facility systems as well as wall, ceiling, and floor interior finishes. Facility systems include, but are not limited to, the repair/sustainment of the existing Fire Alarm/Mass Notification System, Mechanical Systems-HVAC, Plumbing Systems-Piping and Fixtures, Electrical Systems, Communication Systems, Conveying Systems-Elevator Modernization and AT/FP compliance measures. In addition, the asphaltic concrete paved parking lots serving the facility shall be milled/repaved/restriped. The facility has a 24/7 mission and must remain operable throughout the duration of the work performed. Phasing of the work will be required for this project. All work shall comply with the current Base Design Compatibility Guidelines (DCG), and bring all identified facility systems up to current codes.

1.2. Location. The project site is located off of East Sunglow Road (West of the flight-line) at the Base Control Tower, Davis-Monthan Air Force Base (Tucson), Arizona. The base Location and Site Map may be made available to the Contractor upon request.

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. Additionally, but not limited to, (Refer to Paragraph 2.13 Codes) the Sustainment of Facility 306 shall meet the requirements of UFC 4-133-01, Air Traffic Control and Air Operations Facilities.

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: The following is a list of highlighted brand name requirements from the base DCG. This list should not be considered to be complete. All “Or Equal” material submittals shall be 100% compatible or they will be disapproved by the Government.

1.4.3.1. Intrusion Detection Systems - Vindicator.

Fire Detection/Prevention Panels – Monaco.

Door Hardware & Lock Sets – Best (See individual parts list in base DCG).

Electrical Metering Equipment – Ion.

Urinals – Zurn Ultra Low Flow.

Direct Digital Controls – Staefa.

01011-2

Backup Generators – Kohler.

1.5. Design and Construction Schedule. The Contractor shall provide as part of their proposal a preliminary design and construction completion schedules for the Government’s review and approval. The Government will evaluate Contractor-proposed calendar days based on the best interests of the project execution and the Government’s requirements. The Period of Performance for the entire project may not exceed 540 calendar days.

All days listed will be calendar days and include all Contractor actions such as design, construction, travel, mobilization, drawing and construction material submittal periods, etc. The Contractor shall submit an AF Form 66, Schedule of Material Submittals and prepare material submittals and cutsheets to be submitted with the 65% design submittal in order to allow the Government to review/approve major construction materials/long lead items, and with the Government’s approval, order construction material after being given the construction NTP. Contractor shall be given the construction 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 construction completion schedules. The Contractor shall prepare the schedules using the AF Form 3064, Contract Progress Schedule. The 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 Construction Requirements. The Contractor shall incorporate as part of their design and include in the construction 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. The Government will provide the existing as-builts for this facility in electronic format. See Section 2.5.1. The as-builts for this project shall be investigated for the purposes of determining information applicable to, necessary for and pertinent to both the investigation and design services of this project. The Government does not guarantee the accuracy or completeness of any as-builts. The Contractor is responsible for verifying the information shown on any as-built.

1.6.1.2. All construction work shall be accomplished between the hours of 0630—1700, Monday through Friday, unless otherwise approved in writing by the CO.

1.6.1.3. The construction site is in a controlled area and will require the Contractor and subcontractors to have the requisite badging (typical Base access badging/possible Air Field Management badging) and identification to access the project site. The Contractor must have User provided monitoring/escort while working within the facility. The Contractor shall consider in the contract documents (e.g., the construction 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. This project will require fenced screening around a portion of the construction site. The facility will remain operational during construction and User access to the facility must be maintained 24/7 throughout the project duration. Install temporary fencing or other approved barriers to provide safety/notice for building occupants around active construction areas. The 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. The project site must be kept clean and orderly on a daily basis.

1.6.1.6. For this project a dumpster is permitted in the area of the project site as approved by the User and Contracting Officer. The Contractor shall consider in the contract documents (e.g., the construction cost estimate) the reasonable costs and effects of short delays in accessing the project site to pick up or deliver a dumpster, as required by the restrictive access requirements or by local alert conditions.

1.6.1.7. At no time will the Control Tower operations be shut down during the construction work in the facility. The Contractor shall be required to phase construction operations in the Control Tower to facilitate

01011-3 the ongoing operations. The Contractor shall make every reasonable effort to limit and minimize the effects of all construction operations on the occupied areas. The facility contains multiple floors that must be worked on in conjunction with active Control Tower operations. With adequate advanced notice the User will be able to vacate spaces/floors to allow for sustainment operations required in the project. Any work in the Control Tower Cab must be carefully coordinated with the User and Contracting Officer prior to that phase of the project. The Contractor shall consider this phasing into the proposal and shall incorporate the phasing into all contract documents.

1.6.1.8. The Contractor shall provide portable flush-type chemical toilets (hereafter called portapotties), for the facility occupants use, in a location agreeable to the User and approved by the Contracting Officer. The number of portapotties provided shall meet the code requirements for the number of urinals and water closets to be provided for the facility personnel. The Contractor shall perform weekly cleanings and restocking of toiletries by the supplier as necessary. The Contractor shall consider in the contract documents (e.g., the construction cost estimate) the reasonable costs and effects of short delays in accessing the project site to pick up or deliver the portapotties, or to have performed weekly maintenance and waste removals, as required by the restrictive access requirements or by local alert conditions.

1.6.1.9. For this project, the Contractor shall document the submittal of construction project progress photographs by the construction Contractor in accordance with paragraph 2.8 of 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.

1.6.1.10. The Contractor shall provide temporary cooling to the facility throughout the duration of the project.

Specifically, cooling must be maintained for the Cab, server/air traffic control equipment, and all occupied spaces.

1.6.1.11. Protect active server/air traffic control equipment with plastic or other means during construction activities. The means and methods used to protect the equipment will be approved per the Contracting Officer, User and the Communication Squadron.

1.6.1.12. The Contractor shall be required to keep the facility secure during construction operations and at the end of each work day, per the approval of the Contracting Officer, User and Base Security Forces.

1.6.1.13. UFC 4-133-01, Air Traffic Control and Air Operations Facilities.

1.6.2. Demolition Requirements.

1.6.2.1. Partial inspections in the past have reported no Asbestos Containing Materials (ACM) in Facility 306. Refer to the Toxics Summary Report Fac 306 included in the procurement documents. If previously unidentified asbestos containing materials are encountered during construction operations, further testing, analysis, reporting and removal shall be project specific, i.e., shall be conducted on those areas which will be affected by the construction.

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.

Provide a copy of the resultant report and recommendations (Proposed design options/solutions and the proposed costs of the recommended solutions) in writing to the Contracting Officer within 14 calendar days of the discovery of previously unidentified asbestos containing materials. Additionally, forward one copy of the completed report and recommendations through the base Project Manager to 355 CES Environmental. Removal operations shall not commence until approved in writing by the Contracting Officer. The Contractor shall assume, for bidding purposes, that the facility contains no ACM as indicated.

1.6.2.2. Partial inspections in the past have reported no Lead Based Paint (LBP) above federal standards at Facility 306. Refer to the Toxics Summary Report Fac 306 included in the procurement documents. If previously unidentified lead containing materials are encountered during construction operations, further testing, analysis, reporting and removal shall be project specific, i.e., shall be conducted on those areas which will be affected by the construction. Provide a copy of the resultant report and recommendations (Proposed design options/solutions and the proposed costs of the recommended solutions) in writing to the Contracting Officer within 14 calendar days of the discovery of previously unidentified lead containing materials. Additionally, forward one copy of the completed report and recommendations through the base Project Manager to 355 CES Environmental. Removal operations shall not commence until approved in

01011-4 writing by the Contracting Officer. The Contractor shall assume, for bidding purposes, that the facility contains no LBP as indicated.

1.6.2.3. There is no known mold material at Facility 306. If mold is encountered during construction operations, further testing and analysis and reporting and removal shall be project specific, i.e., shall be conducted on those areas which will be affected by the construction. Provide a copy of the resultant report and recommendations (Proposed design options/solutions and the proposed costs of the recommended solutions) in writing to the Contracting Officer within 14 calendar days of the discovery of previously unidentified mold materials. Additionally, forward one copy of the final approved report and recommendations through the base Project Manager to 355 CES Environmental. Removal operations shall not commence until approved in writing by the Contracting Officer. The Contractor shall assume, for bidding purposes, that the facility contains no mold material.

1.6.3. Civil Requirements.

1.6.3.1. Field Information. Base utility information is provided in this RFP. Refer to the Utilities As-built Drawing included in the procurement documents.

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File details come from the government source that posted it. Updated Nov 14, 2017.