Project Package 3 - Section 01010 - Summary of Work

Davis-Monthan Air Force Base, Arizona FBNV 120038, Consolidate EC130 Parts Store 27 February 2012

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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 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. This project is divided into three separate projects with funding from three different sources. For this reason, the bid provided for the project must differentiate all costs as shown under each project section.

a. Construct EC-130H Parts Warehouse. Construct a new addition to facility 81.

1. Construct a new 60’ x 60’ addition using a rigid frame clear span pre-engineered steel commercial grade building on an 8” reinforced concrete slab on grade.

i. Provide interior office spaces including a restroom, secured vault room, mechanical room and communications room.

ii. Provide electrical, water, sewer, and gas utilities for the facility from the nearby building 81 mechanical room.

iii. Provide new communications for the facility from the nearby building 81 mechanical room or communications hand hole.

iv. Provide a fire suppression system for the facility by adding on to the fire riser in building

81. Determine through calculations if the existing 4” water main and fire riser is sufficient for the existing facility 81 with the addition of new mezzanine sections that require fire suppression and the new addition.

v. Provide a multi unit split system for the floor level office spaces, an A/C/gas pack for second story office space, and an evaporative cooler for the main warehouse open space with thermostats.

vi. Provide a concrete and asphalt drive for the new addition.

vii. Provide a mechanical yard with 8” unreinforced concrete slabs for equipment, masonry walls, wrought iron gate and grate over the top of the mechanical yard.

2. Construct a 60’ x 40’ clear span covered storage area on 8” of unreinforced concrete on the south side of the facility.

3. Construct a 60’ x 20’ concrete slab on the east entrance of the new addition with 8” of reinforced concrete.

4. Construct a 40’ x 20’ concrete slab on the east side of the covered storage area with 8” of reinforced concrete.

5. Construct a 20’ x 20’ covered area on 4” of unreinforced concrete on the north side of the facility.

6. Construct a 7500 SF uncovered storage area on the south side of the facility on the existing parking lot.

7. Provide new curbs and gutters and sidewalks for the facility.

8. Provide landscaping and irrigation for one side of the facility and landscape rock for the entire project area.

b. Repair EC-130H Parts Store. Renovate and repair work associated with the existing facility 81.

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1. Install two mezzanine sections within the existing facility 81. The interior mezzanine assembly has approximate dimensions of 20’ x 86’ on the south side of the facility and 20’ x 75’ on the north side of the facility. Both mezzanine sections have a 3’ wide metal staircase with railings on each end and are 10’ 6” high with 5’ high railings.

i. Provide a fire suppression system under the mezzanine sections and incorporate into the existing fire suppression system within the facility.

ii. Provide lighting fixtures and electrical receptacles under the mezzanine sections.

2. Remove and replace the existing restrooms fixtures including a water closet, urinal and lavatory.

3. Install a new eye wash station and water cooler at a location chosen by the user during design.

4. Relocate the existing HVAC ductwork as needed for the new mezzanine sections so the air flow is not impeded by the new mezzanine construction.

5. Upgrade the existing electrical service if needed for the mezzanine electrical requirements..

6. Remove and relocate the existing communication connection pedestal located to the east of facility 81. Provide a new 4’ x 4’ x 4’ concrete hand hole to the north of facility 81.

7. Provide a 5’ wide sidewalk from the existing southeast door in facility 81 to the parking lot on the south side of the facility.

8. Determine with calculations if the existing 4” water main and fire riser is sufficient for the existing facility with the addition of new mezzanine sections that require fire suppression.

c. Demolish Old Warehouse, Bldg 145

1. Remove the existing Herky Road located to the east and south of the new facility 81 addition including all asphalt, curbs and gutters, ABC and other soil as needed to redirect the drainage.

i. Redirect the water drainage away from facilities 81 and 202 which will result from the removal of Herky Road and direct to drainage to an existing storm water drain located to the east of facility 81.

2. Remove the overhead distribution line which runs to the east of facility 81 from the flightline gate to building 220.

i. Install a new underground electrical distribution system including a new utility pole, power riser, fused cutouts, concrete encased duct bank, J-2 cabinet, and replacement 8” unreinforced concrete pad for the existing 150 KVA transformer needed for facility 81.

ii. Remove the existing transformer and concrete pad located to the east of facility 81.

iii. Remove the electrical service cables and conduit duct bank that runs from the transformer to the existing building 81 service entrance.

iv. Reconnect the electrical service for facility 202 by connecting the existing service entrance cables for facility 202 to a new J-2 cabinet located along the existing 202 service entrance route and adjacent to the new transformer. The goal is to use the existing cables if possible. If needed intercept the existing underground duct bank and remove and replace the existing service cables.

v. Reconnect the electrical service for facility 81 by installing a new concrete encased duct bank and service cables from the transformer to the existing facility 81 service entrance.

vi. Relocate the 150 KVA transformer from facility 145 to the replacement concrete pad by facility 81.

3. Remove the existing gas meter and regulator on the east side of facility 81.

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4. Remove the mezzanine sections in facility 145 and transport to facility 81 for reassembly in the existing facility.

i. Remove all fire suppression piping beneath the mezzanine assemblies.

ii. Remove all electrical fixtures beneath the mezzanine assemblies.

5. Demolish building 145, a rigid frame clear span pre-engineered steel commercial grade building on and 9” concrete WWF reinforced slab on grade, producing as little debris and dust as possible.

i. Remove the storage area to the south of facility 145 including all asphalt and fencing.

ii. Remove the concrete pad beneath facility 145.

iii. Cap all utilities associated with facility 145.

iv. Remove some of the asphalt adjacent to facility 145.

v. Remove, relocate and store all fire alarm components and communication system components for use in the new facility 81 addition.

vi. Level the site with the surrounding grade and thoroughly the site.

6. Remove and relocate an existing communications line.

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

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

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

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

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

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

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

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

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

01010-4 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.

1.5 Quality Control:

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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:

a. The Contractor must have in the past been engaged work of this type for a minimum of three years. To complete a project of this nature during the short contract period, it is essential that the

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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 projects of this nature during the previous three year period and to the qualifications both in terms of expertise and having 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.

b. In addition, the Contractor or his designated representatives shall be certified in accordance with R18-12-802 or R18-12-806 of the Arizona Administrative Procedures Act to supervise the performance of, or to perform tank services on underground storage tank systems. These certifications shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit copies of certifications to the Contracting Officer prior to beginning construction.

2. CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

2.1 Traffic Regulation:

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

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

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

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

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

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

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

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

2.2 Safety:

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

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

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.

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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 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 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 CEV - 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/CEVC. 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.

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

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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 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. Flightline 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.

2. While on any runway, taxiway, or aircraft parking apron, immediately remove any dirt, debris, or other material spilled or caused by the Contractor's operations.

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

4. If Contractor equipment is crossing a path on the airfield that is being actively utilized by aircraft, the Contractor shall station a flagman at the intersection and ensure that all taxiing aircraft are granted the right of way over Contractor equipment.

d. Airfield communication: Maintain communications with base operations and the air traffic control tower at all times.

1. Furnish all work groups working within 100 feet of a runway with walkie-talkie radios tuned to the ramp net frequency, 162.250 FM. Provide sufficient radios to allow immediate and simultaneous communication with all work groups.

2. When emergency or operational interruptions of work become necessary, respond immediately. When directed by base operations or the air traffic control tower, move all equipment and personnel a minimum of 100 feet from the runway edge.

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"

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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: Not used. / Submit to the Contracting Officer construction project progress digital photographs taken on or about the first of every month, showing the general conditions of the work as viewed from the north, south, east, west, and/or building interior. Photographs are also required to document work phases such as rebar emplacement, concrete pours, sewer rough-in, etc, when the Government Project Inspector/Engineer is unable to view the site prior to that work being completed. Photographs (minimum of twenty images files in JPG format, 450 -1000 KB, on Windows readable CD) shall accompany each application for payment. Each image file shall be identified by the date of exposure (year-month-day), the project number and title, and description of content using the following format: Project Number - Project Title - Date - Project Item. This requirement shall be included as a submittal on the AF Form 66, Schedule of Material Submittals.

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

2.10. Material Handling and Storage:

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

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

3. PROJECT CLOSE-OUT

3.1 Pre-Inspection Final Cleaning:

a. Clean all surfaces exposed to view.

b. Polish transparent and glossy surfaces.

c. Clean equipment and fixtures.

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

e. Remove temporary labels.

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

3.2 Record Disks, Documents, and Disks:

3.2.1. Provide design and construction deliverables as defined in the Design Compatibility Guidelines and in the following paragraphs.

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

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

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

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

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

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

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

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

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

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

2. DD Form 1354 Checklist.

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

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

1. Reference information to be included, as applicable:

a. Table of contents.

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

c. Significant design criteria.

d. Shop drawings and product data.

e. Air and water balance reports.

f. Certificates.

g. Copies of warranties.

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

a. List of equipment.

b. Parts list for each component.

c. Operating instructions.

d. Maintenance and troubleshooting instructions.

e. Repair and assembly/disassembly instructions.

f. Calibration requirements.

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

End of Section 01010