Specifications VSR B-3 Combined.pdf

Vehicle Service Wash Rack Type B-3 Services Specifications

Ohio Air National Guard 180th Fighter Wing

17 September 2020

Volume II

Vehicle Service Wash Rack W9133LC-16-D-0008

OANG 180 FW B-3 Submission

Section 00 01 07 Page 1

09/17/2020

SECTION 00 01 07

SEALS PAGE

ARCHITECT:

Atkins

7604 Technology Way

Suite 400

Denver, Colorado 80237

CIVIL ENGINEER:

7604 Technology Way

Suite 400

Denver, Colorado 80237

STRUCTURAL ENGINEER:

482 South Keller Road

Orlando, Florida 32810

MECHANICAL ENGINEER:

ELECTRICAL ENGINEER:

PLUMBING ENGINEER:

FIRE PROTECTION ENGINEER:

--End of Seals Page--

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PROJECT TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 ENVIRONMENTAL REQUIREMENTS AND REFERENCES

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 – MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 – METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 19.01 SELF-ADHERING AIR BARRIERS

DIVISION 08 – OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 29 00 GYPSUM BOARD

09 90 00 PAINTS AND COATINGS

09 96 00 HIGH-PERFORMANCE COATINGS

DIVISION 10 – SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 44 16 FIRE EXTINGUISHERS

DIIVISION 13 – SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 80 20.00 10 GAS-FIRED HEATING EQUIPMENT

23 83 00.00 20 ELECTRIC SPACE HEATING EQUIPMENT

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 26.00 40 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 63.00 20 ANALOG/ADDRESSABLE INTERIOR FIRE ALARM SYSTEM

DIVISION 31 – EARTHWORK

31 00 00 EARTHWORK

31 10 00 CLEARING FOR CIVIL WORKS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILITIES

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

Vehicle Service Wash Rack W9133LC-16-D-008

SECTION 01 00 00

GENERAL REQUIREMENTS

05/20

PART 1 GENERAL

1.1 INSURANCE - MINIMUM AMOUNTS

Reference Contract Clause titled, “Insurance-Work on a Government Installation (FAR 52.228-5). Kinds and minimum amounts are as follows:

a. KIND: Amounts (FAR 28.307-2)

b. Workmen's Compensation: $100,000 (see paragraph 1.2, below)

c. Comprehensive General Liability: $500,000 per occurrence for bodily injury

d. Comprehensive Automobile Liability: $200,000 per person and $500,000 per accident for bodily injury and $20,000 for property damage.

e. (If applicable) Aircraft Public and Passenger Liability: $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger liability and $200,000 per occurrence for property damage;

coverage for passenger liability bodily injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.

Except in states with exclusive or monopolistic funds that do not permit workers’ compensation to be written by private carriers.

NOTE: Before commencing work under this contract, the Contractor shall certify to the Contracting Officer, in writing, that the required insurance has been obtained. The policies referenced in the certification(s) shall contain an endorsement to the effect that any cancellation or any material change adversely affecting the Government’s interest shall not be effective (1) for such period as the laws of the state in which this contract is to be performed prescribe or (2) until 30 days after the insurer or the Contractor gives written notice to the Contracting Officer, whichever period is longer. The Contractor shall maintain a copy of proofs of required insurance, and shall make copies available to the Contracting Officer upon request. The Contractor shall maintain a copy of all subcontractors’ proofs of required insurance, and shall make copies available to the Contracting Officer upon request.

1.2 ORDER OF PRECEDENCE (REFERENCE FAR 52.236-21)

Any inconsistency in this solicitation or contract will be resolved by giving precedence in the following order:

a. Representations and other instructions,

b. Contract clauses,

c. Other documents, to include special contract requirements, exhibits, and attachments,

d. The specifications

e. The drawings

SECTION 01 00 00 Page 1

1.3 SCHEDULING

Normal base work hours for the Contractor will be between the hours of 7:00 AM through 4:30PM, excluding Saturdays, Sundays, and Federal Holidays. If the Contractor desires to work during periods other than above, he must notify the Contracting Officer’s Representative (COR) five

(5) working days in advance of his intention to work during other periods to allow assignment of additional inspection forces. When the COR determines that they are reasonably available, he may authorize the Contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the Contractor, the actual cost of the inspection, at overtime rates, will be charged to the Contractor and will be deducted from the final payment of the Contract amount.

The following Federal legal Holidays are observed by this base:

a. New Year’s Day - 1 January

b. Martin Luther King’s Birthday - Third Monday of January

c. President’s Day - Third Monday of February

d. Memorial Day - Last Monday of May

e. Independence Day - 4 July

f. Labor Day - First Monday in September

g. Columbus Day - Second Monday in October

h. Veteran's Day - 11 November

i. Thanksgiving Day - Fourth Thursday in November

j. Christmas Day - 25 December

NOTE: Any of the above holidays falling on a Saturday will be observed the preceding Friday; holidays falling on a Sunday will be observed on the following Monday.

Prior to commencing work on the job initially, resumption of work after prolonged interruption (7 calendar days or more), commencement of any warranty work, and upon completion of warranty work, the contractor must notify the Contracting Officer (or the Contracting Officer’s Representative). When relocating to new sites, returning to sites for follow-up work on a phased work plan, notification to the Contracting Officer’s Representative is sufficient. Notification should be by personal contact; however, advance notification may be by telephone, or in writing, and should be accomplished sufficiently in advance to allow scheduling of inspection forces. The purpose of the above precautions is to ensure construction inspection and recording of work proceedings.

The organization of the specifications into divisions, sections, and articles, and the arrangement of the drawings shall not control the Contractor in dividing the work among subcontractors or in establishing the extent of the work to be performed by any trade.

SECTION 01 00 00 Page 2

1.4 INVOICING AND PAYMENT

Properly prepared invoices, bearing the contract number, shall be submitted in original and (1)copy to the Contracting Office, on designated invoice forms provided at the pre-construction meeting PRIOR to uploading in Wide Area Workflow (WAWF/iRAPT) the DFAS paying system. This submission will be for review prior to submitting an electronic invoice through Wide Area Workflow (WAWF/iRAPT). Payment will be made in accordance with FAR Clause 52.232-5 Fixed-Price Construction Contracts and FAR Clause 52.232-27, Prompt Payment for Construction Contracts. All payments will be made by electronic transfer of funds (EFT).

To meet compliance with DFARS 252.232-7003, Electronic Submission of Payment Requests, you shall submit your request for payment (invoice) through WAWF/iRAPT. For more information on the WAWF/iRAPTsystem, including how to register, visit https://wawf.eb.mil . Payment will be made by paying office specified in the contract award in accordance with the clauses. Payments under Fixed-Price Construction Contracts, FAR 52.232-5, and Prompt Payment for Construction Contracts, FAR52.232-27.

The Government will make payment through WAWF/iRAPT upon satisfactory completion of work AND receipt of a proper certification for payment. Do not input invoice into WAWF until the pre-approval of invoice is received from the contracting officer. This will lessen the need for rejections in WAWF. Payment may be withheld unless all contractual requirements including but not limited to: RECEIPT OF PROPER WEEKLY PAYROLLS IAW DAVIS BACON REQUIREMENTS, Small Business Subcontracting Reports, have been timely received.

All requests for payments through WAWF must include a Subcontractor Payment Register pursuant to FAR Clause 52.232-5 and a contractor’s certification that reads as follows:

I hereby certify, to the best of my knowledge and belief that–

The amounts requested are only for performance in accordance with the specifications, terms and conditions of the contract; All payments due to subcontractors and suppliers from previous payments received under the contract have been made, and timely payments will be made from the proceeds of the payment covered by this certification, in accordance with subcontract agreements and requirements of Chapter 39 of Title 31, United States Code; This request for progress payments does not include any amounts which the prime contractor intends to withhold or retain from subcontractor or supplier in accordance with the terms and conditions of the subcontract; and This certification is not to be construed as final acceptance of a subcontractor’s performance.

The Government will make payment upon satisfactory completion of work AND receipt of a proper certification for payment. Payment may be withheld unless all contractual requirements, including but not limited to:

RECEIPT OF PROPER WEEKLY PAYROLLS IAW DAVIS BACON REQUIREMENTS, have been timely received. Payrolls shall indicate CLIN to which they are applicable.

A release of claims is required for all final payment requests and shall be submitted by the contractor with the final invoice.

SECTION 01 00 00 Page 3

1.5 CONTRACT ADMINISTRATION

The contracting office of the 180th FW is the office having administrative jurisdiction over this contract for all matters. A list of the names and telephone numbers of the Government team comprising the contract administrator, Contracting Officer’s Representative (COR), consultant, and point of contact at the project site will be provided at the post-award/pre-construction conference.

All correspondence shall be addressed to the Contracting Officer. A copy of all correspondence shall be furnished to the contracting officer’s representative. Enclosures attached to or transmitted with the correspondence shall also be furnished with an original and one copy.

Each letter shall make reference to the contract name, contract number, project number, and project title, and shall have only one subject. For tracking purposes, a sequential numbering system should be used for all correspondence.

1.6 PAPERLESS CONTRACTING

The National Guard is fully committed to the Federal Government’s electronic commerce and paperless contracting initiatives. As such, it is anticipated that to the maximum extent possible to include but not limited to correspondence, modification distribution, etc., to include specifications and drawings, will be issued using electronic methods, i.e., electronic mail (e-mail). Contractors shall have and maintain capability to receive documents in this manner.

Additionally, it is anticipated that within the life of this contract, other electronic processes will be enacted. These include, but are not limited to, electronic bidding/offers, change order proposals, and electronic invoicing. When implemented by the Contracting Officer, contractors shall participate fully in any of these new requirements at no additional cost to the Government.

1.7 TELEPHONE COMMUNICATIONS SECURITY MONITORING

All communications with DOD organizations are subject to communications security (COMSEC) review. Contractor personnel must be aware that telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. The DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DOD organizations.

Therefore, civilian contractor personnel are advised that any time they place a call to, or receive a call from, a DOD organization, they are subject to COMSEC procedures. The contractor shall assume the responsibility for ensuring wide and frequent dissemination of the above information to all employees dealing with DOD information.

1.8 UTILITY SERVICES

The Contracting Officer has determined that Government-operated utilities are adequate and will be furnished to the contractor without charge where existing outlets are available. The contractor is responsible for installing and maintaining temporary service outlets, as necessary, at its expense in accordance with the clause entitled “Availability and Use of Utility Services” (FAR Clause 52.236-14). The following utilities will be available: Water and Electrical.

SECTION 01 00 00 Page 4

1.9 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

The contractor shall submit all materials and articles requiring approval, as required by the Material and Workmanship Clause, FAR 52.236-5.

Submittals shall be made using AF Form 3000, or approved equal.

Submittals shall be processed in accordance with the procedures in Section 01 33 00, SUBMITTAL PROCEDURES. Submittals shall be given a distinct identification system by CLIN if multiple CLINS are applicable.

Individual submittal documents shall not be comprised of items for more than one CLIN. Address for delivery of submittals will be provided at the post award/pre-construction conference. The contractor is reminded that an individual within the company who has authority to make the certification must sign the certification on the AF Form 3000.

1.10 WORK PROGRESS AND PREPARATION OF PROGRESS SCHEDULES AND REPORTS

A bi-weekly meeting will be held with the Contractor, COR and Contracting Officer (KO), if necessary, to discuss work progress, problems and potential change orders. The Contractor shall attend these meetings at no additional cost to the Government. The Contractor shall record meeting minutes and distribute to attendees within 48 hours after the meeting.

Agenda items shall include, but not limited to the following:

a. Schedule and progress with two week look ahead

b. Submittals

c. RFI’s

d. RFP’s/Modifications

e. QC deficiencies and activities

f. Safety

g. Planned utility interruptions

Prior to beginning work on specific work elements of a project, the contractor shall confer with the COR and agree on a sequence of procedures and means of access to premises and buildings; space for storage of materials and equipment; delivery of materials; and use of approaches, use of corridors, stairways and similar means of passage.

In accordance with FAR Clause 52.236-15, “Schedules for Construction Contracts”, the contractor shall within five days after work commences on the contract, or another period of time determined by the KO, prepare and submit to the KO for approval three copies of a practicable schedule showing the order in which the contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing features of work. A composite schedule for the overall contract shall also be provided. The schedule shall be on an AF Form 3064, Contract Progress Schedule, or an approved computer generated format similar to the AF Form 3064. The work shall be scheduled so that, upon the start of construction, work progresses in a continuous and diligent manner. A schedule which does not reflect steady and reasonable progress throughout the construction period will be rejected. Both the Contractor and the COR are required to provide monthly progress reports covering the period from notice to proceed through final inspection. Unless agreement cannot be made on the applicable percentage of progress a joint report will be submitted to the Contracting Officer. This report shall be submitted on the NGB Contract Progress Report form (similar to an AF Form 3065), or an approved computer generated similar format. These reports shall track progress by CLIN, if contract contains multiple CLINs, multiple AF Form 3064 and NG Contract Progress Reports will also be required for payment purposes.

SECTION 01 00 00 Page 5

Additionally, for projects exceeding $1M, the contractor shall provide a project plan in a commercially available network scheduling software that meets requirements of the specification to define work tasks and track progress. At least five days prior to work initiation, the contractor shall provide the Contracting Officer a hardcopy CPM and a formatted diskette or CD copy, or e-mail file copy, of the plan that shall include definition of rescues. No work may start until the Contracting Officer approves the plan in writing.

The Contractor shall prepare a work progress schedule required for completion of each of the various divisions of work. Updated plans and Form 3064 showing work progress (hardcopy and formatted diskette or CD, or e-mail file copy), unless otherwise directed by the Contracting Officer, shall be provided Bi-weekly. If there are possible deviations from the original plan, those must be noted and approved by the Contracting Officer before work changes are implemented. The schedule shall be submitted to the Contracting Officer, in the number of copies as directed. Reference Contract Clause FAR 52.236-15, “Schedules for Construction Contracts”.

The reports contemplated by the clause herein titled “Schedules for Construction Contracts” shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, “Contract Progress Schedule” and a National Guard Contract Progress Report”.

1.11 NOTICE OF COMPLETION OF CONSTRUCTION/PRE-FINAL AND FINAL INSPECTION

a. The contractor shall conduct a pre-final inspection in the presence of the Contracting Officer’s Representative (COR) prior to the date scheduled for Final Inspection. Any discrepancies noted shall be corrected prior to Final Inspection.

b. The contractor shall request scheduling of a final inspection in writing to the Contracting Officer at least five (5) working days prior to the desired date or as otherwise negotiated with the Contracting Officer.

c. Civil Engineering personnel and the Contracting Officer will perform the Final Inspection in the presence of the contractor, and any discrepancies noted shall be corrected within the time specified by the Contracting Officer.

d. Final Inspection shall not constitute acceptance of a project unless so stipulated by issuance of a separate acceptance notice.

e. The contractor is cautioned to ensure they have completed adequate Quality Control reviews prior to scheduling pre-final or final inspections. In the event the Contracting Officer finds that the project is not ready for the applicable inspection, (too many discrepancies) the contractor may be held liable for the costs of a repeat inspection. If the inspection involves A/E personnel these costs may include additional labor, travel and miscellaneous expenses.

1.12 DESIGNATION OF TECHNICAL REPRESENTATIVE

The Contracting Officer will appoint a qualified Contracting Officer’s Representative (COR) for the purposes of technically administering the contract; however, all matters concerning this contract or any work ordered placed against this contract must first be approved by the Contracting Officer. This in no way authorizes anyone other than the

SECTION 01 00 00 Page 6

Contracting Officer to commit the Government to changes in terms of the contract.

1.13 CONTRACTOR STAFF AND EMPLOYEES

Prior to commencing on-site construction, the contractor shall provide the Contracting Officer with a telephone number and FAX number at which the contractor or his representative may be contacted at any time during regular working hours and an emergency number at which the contractor may be contacted in situations requiring immediate attention.

1.13.1 Supervision

The Government shall not exercise any supervision or control over the contractor employees performing services under this contract; such employees shall be accountable not to the Government, but solely to the contractor, who in turn is responsible to the Government.

1.13.2 Contractor’s Employees

All work under this contract shall be performed in a skillful and workmanlike manner. The Contracting Officer may, in writing, require the contractor to remove from the jobsite, any employee the Contracting Officer deems incompetent, careless or otherwise objectionable.

1.14 CONTRACTOR OFFICE AND STORAGE

Parking of contractor vehicles shall be restricted to the contractor’s designed on-site area or the work area. The company name shall be prominently displayed on all construction vehicles parked on the job site.

Security of material storage areas on the job site shall be the responsibility of the contractor. The area shall be kept neat and orderly and free of debris.

1.15 RECORD DRAWINGS

During construction of a project and on the job site, the contractor shall maintain a completed record of all changes and corrections from the layout shown on the drawings, if applicable. The contractor shall enter such changes and corrections on contract or record drawings promptly, and submit the “red line” drawings to the Contracting Officer upon completion of the project. The record drawings shall indicate all changes and corrections concerning the actual locations of all sub-surface utility lines. In order for the location of these lines and appurtenances to be determined in the event the surface opening or indictors become covered or obscured, the record drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction. Valves splice boxes, and similar appurtenances shall be located by dimensioning along the utility run from a reference point.

The average depth below the surface of each run shall also be recorded.

The Government does not guarantee the accuracy of existing record drawings; it is the contractor’s responsibility to verify all as-built conditions. Refer to 01 78 00 CLOSEOUT SUBMITTALS for additional Record Drawing requirements.

1.16 VERIFICATION OF DIMENSIONS

The contractor shall be responsible for the coordination and proper

SECTION 01 00 00 Page 7 relation of all aspects of the work. He/she shall field verify all dimensions and advise the Contracting Officer of any discrepancies prior to proceeding with any phase of the work. Where exact locations are not given for the positioning of equipment and devices, they shall be positioned to permit easy access for maintenance and for removal and replacement of component parts.

1.17 SECURITY REQUIREMENTS

a. The contractor shall comply with all security regulations imposed by the base/post commander and/or agency occupying the space where work is to be performed. Any necessary security clearances shall be obtained prior to commencement of work.

b. It is expected that new security requirements to satisfy contractor personal identification requirements in Homeland Security Presidential Directive (HSPD-12), "Policy for a Common Identification Standard for Federal Employees and Contractors," and Federal Information Processing Standards Publication (FIPS PUB) Number 201, "Personal Identity Verification (PIV) of Federal Employees and Contractors" are incorporated in the life of this contract. Contractor shall comply with all requirements, at no additional cost to the Government.

c. The contractor shall ensure that all parts of the facility where work is being performed are adequately protected against vandalism and theft.

d. Contractors shall follow instructions provided by the Security Forces for access to the 180th FW. If a gate pass is not granted to a contractor allowing the delivery of goods, execution of warranty support, or performance of services please contact the contracting officer. Be sure that all of your employees have the proper ID (driver’s license, state ID, immigration card, U.S. Passport, etc.).

If they do not have the proper ID, they will be turned away.

e. The Prime Contractor and all of its subcontractors will be required to wear orange or lime colored safety vests while performing work on the installation.

f. U.S. Government will not be held liable for any delays or breach of contract caused by refusal of the Security Forces to allow entry.

g. All prospective contractors MUST be U.S. citizens or MUST have established and maintain legal residence in the U.S., and are authorized by the US government to work in the United States (i.e.

Green card, worker authorization, etc.). All prospective contractors MUST have at least one form of U.S. government issued photo identification (driver’s license, U.S. passport, U.S. work visa, etc.)

for entry to the installation. Security Forces will review any questionable identification documents for determination as to whether or not said identification is authorized for access to the installation.

h. All prospective contractors/contractor employees, once it has been established that they maintain the appropriate credential as described above, are subject to a Criminal History Check.

i. Note: For the purposes of contracting services, it is implied that any and all parties agree to a Criminal History Background Check once

SECTION 01 00 00 Page 8 entered into any contract. Any documents that are provided and found fraudulent to include, but not limited to driver’s licenses, contracting licenses, etc., will result in an arrest and potential termination for default from the contract. All contractors are subject to search in order to obtain entry onto the installation and while working on the installation. Any refusal to submit to a search of their person or vehicle will be deemed as a violent act of aggression against the installation and will be cause for dismissal from the installation and revocation of future privileges and installation access.

j. AT Level I Tr ai ni ng. Thi s pr ovi s i on/ cont r act t ext i s f or cont r act or empl oyees wi t h an ar ea of per f or mance wi t hi n a Nat i onal Guar d cont r ol l ed i nst al l at i on, f aci l i t y or ar ea. Al l cont r act or empl oyees, t o i ncl ude subcont r act or empl oyees, r equi r i ng access t o Nat i onal Guar d i nst al l at i ons, f aci l i t i es and cont r ol l ed access shal l compl et e AT Level I awar eness t r ai ni ng. The cont r act or shal l submi t cer t i f i cat es of compl et i on f or each af f ect ed cont r act or empl oyee and subcont r act or empl oyee, t o t he Cont r act i ng Of f i cer ’ s Repr esent at i ve ( COR) .

AT Level 1 awar eness t r ai ni ng i s avai l abl e at t he f ol l owi ng websi t e:

https://atlevel1.dtic.mil/at

AT/OPSEC

k. Access and General Protection/Security Policy and Procedures. This standard language is for contractor employees with an area of performance within Government controlled installation, facility, or area. The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the Contracting Officer’s Representative(COR). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the local installation’s Security Forces, Director of Emergency Services or local Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by DoD, HAF and/or local policy.

Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

l. For Contractors that do not require CAC, but require access to a DoD Facility and/or Installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (AFI 31-101 and AFI 10-245), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

m. AT Level I Training. This standard language is for contractor employees with an area of performance within a Government controlled installation, facility or area. All contractor employees, to include subcontractor employees, requiring access Government Installations, Facilities and Controlled Access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. Certificates of completion for each affected contractor employee and subcontractor employee will be

SECTION 01 00 00 Page 9 maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available at the following website:

https://jko.jten.mil/ .

1.18 REGULATIONS

The contractor shall comply with all applicable Federal, State, Local, DOD, National Guard Bureau, Army and Air Force regulations pertaining to safety, traffic control and fire prevention.

The contractor may use the Civil Engineering library, which contains most applicable Army and Air Force publications as well as some commercial project data information, or the Defense Procurement and Acquisition Policy website, http://www.acq.osd.mil/dpap/ , which has links for several other sites with available publications, forms and project data information. These may also be acquired from the Government Printing Office website, http://www.gpoaccess.gov/index.html .

1.19 TRANSPORTATION, HANDLING AND STORAGE

The contractor shall coordinate with suppliers and shippers to ensure that incoming materials are properly identified with the contractor’s name, contract number and project title. The contractor shall designate an authorized individual to be available to receive shipment. The Government will not provide storage other than that available at the project site.

Storage of supplies, materials and equipment on the project site shall be accomplished in such a manner so as to prevent mechanical and climatic damage and loss due to vandalism or theft. Equipment temporarily removed in the performance of work and stored on the job site shall be stored and protected in accordance with previous paragraphs, and shall be replaced in a condition compatible with its original state. Security for equipment and material removed from the job site for temporary storage until reuse shall be the responsibility of the contractor.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 00 00 Page 10

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only.

Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes construction of a Vehicle Service Rack configured as a double bay open floor plan of approximately 2,300 square feet, and used to wash military vehicle exteriors including snow removal equipment, R-11 refueler trucks and Fire/Crash Rescue Apparatus. The site will be fully accessible.

The foundation of the building will be a cast-in-place concrete slab-on-grade with footings. Building structure will consist of primary steel clear-spanning rigid frames and secondary steel members.

Enclosure will be with pre-finished metal panels at the walls over R19 cotinuous rigid insulation, and with pre-finished metal panels at the roof over R11 continuous rigid insulation and R19 batts in the purlin cavity.

Inner wall and roof surfaces will be pre-finished metal liner panels.

Interior partitions will be CMU.

Site grading will provide positive drainage away from the building while maintaining current elevations to the extent possible. Sitework includes approximately 1,300 square feet of concrete driveway, approximately 400 square feet of concrete sidewalk, and removal of three trees. The remainder of the approximately .3 acre site will be seeded. There are no known environmental restrictions in this area.

Sitework also includes extension of underground utility service and metering for domestic water, fire water, sanitary sewer, electricity, and natural gas. Sanitary sewer work includes direct buried oil interceptor, with lift station and force main extending to offsite manhole. Underground work includes installation of communications raceway.

The building will be heated and ventilated. The HVAC equipment shall be monitored and controlled by a Johnson Controls Metasys energy management system, which will also be monitored remotely at the existing Metasys terminal in building 150.

The building will be provided with fire detection systems and be fully sprinklered. Fire alarms along with trouble and supervisory signals will be transmitted to the base fire station via a Monaco transmitter/receiver.

SECTION 01 11 00 Page 1

The building shall be provided with capacity to serve heating and other essential life safety lighting and equipment in the event of a power outage. A mobile generator will be provided by the ANG. An Arktite Receptacle will e provided for connection to a portable generator provided by OANG, and a manual 4 pole transfer switch for switching between normal and emergency power. Exterior lighting on the facility shall be controlled by photocell.

The project is classified as ANG Category of Work, General Construction, with a sustainable design goal of Meritable. The project shall not be registered with the U.S. Green Building Council or Green Business Certification Inc.

1.2.2 Project Duration

The Work shall be completed in its entirety within 270 calendar days from the Notice to Proceed, excepting landscaping establishment which may be completed within 365 days of inception. Refer to Section 01 00 00 General Requirements paragraph 1.3 for Federal Legal Holidays to be observed during this period and additional working restrictions.

1.2.3 Location

The work is located on the premises of the Ohio National Air Guard 180th Fighter Wing at 2660 South Eber Road, Swanton Ohio 43558, adjacent to the Toledo Express Airport. The exact location will be shown by the Contracting Officer.

1.3 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 14 calendar days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be

SECTION 01 11 00 Page 2 traversed by piping, ducts, and other work to be conducted or installed.

Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 14 calendar days prior to starting excavation work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance Surety Bonds List Of Proposed Subcontractors List Of Proposed Products Submittal Register Work Plan Quality Control (QC) plan Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

SECTION 01 33 00 Page 1

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, SECTION 01 33 00 Page 2 hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR

SECTION 01 33 00 Page 3

CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Submittal Format

1.4.1.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.1.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

Submit an electronic copy of drawings in PDF format.

1.4.1.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space on the right-hand side of each sheet for the Government disposition stamp.

1.4.1.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

SECTION 01 33 00 Page 4

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.1.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.1.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.4.1.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.4.1.4 Format of SD-04 Samples

1.4.1.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be

SECTION 01 33 00 Page 5 supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches. Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet.

h. Sample Installation: 100 square feet.

1.4.1.4.2 Sample Incorporation

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.4.1.4.3 Comparison Sample

Samples Showing…