00_70_00_dated_07_11.pdf

TAFB SABER BRIDGE 10 Page 1 of 23 SECTION 00 70 00

SECTION 00 70 00

GENERAL REQUIREMENTS FOR CONSTRUCTION ON TINKER AIR FORCE BASE

07/11

TABLE OF CONTENTS Page

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK REQUIREMENTS

1.3.1 Security/Contractor Identification Badges

1.3.2 Work Schedules

1.3.3 Federal Holidays

1.3.4 Commencement of Work

1.3.5 Time Extensions for Unusually Extreme Weather

1.3.6 Work Site Review

1.3.7 Utility Outages

1.3.8 Temporary Power

1.3.9 Fire Alarm Systems

1.3.10 Mechanical & Electrical Room Controlled Access

1.3.11 Maintenance of Work Site

1.3.12 Contractor Staging Areas

1.3.13 Shipping Requirements/Instructions

1.3.14 Working As-Built Record Drawings

1.3.15 Final As-Built Drawings (Electronically Formatted Drawings)

1.3.16 Standard Products/Service Availability

1.4 WELDING, CUTTING AND BRAZING

1.5 EXCAVATION ON TINKER AFB

1.5.1 Protection of Existing Utilities During Excavation

1.5.2 Safety During Excavation

1.6 TRAFFIC

1.7 TOBACCO USE ON TINKER AFB

1.8 FRAMED INSTRUCTIONS

1.9 OPERATIONS AND MAINTENANCE DATA

1.10 DD FORM 1354 CHECKLIST

1.11 TRAINING

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS

Attachment 1 - DD Form 1354 Checklist

TAFB SABER BRIDGE 10 Page 2 of 23 SECTION 00 70 00

SECTION 00 70 00

GENERAL REQUIREMENTS FOR CONSTRUCTION ON TINKER AIR FORCE BASE

07/11

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only. The most current edition of the listed publications at the time of contract/delivery order award shall be used.

CODE OF FEDERAL REGULATIONS (CFR)

CFR 29 1910.94 Ventilation

CFR 29 1910.1000 Air Contaminants

CFR 29 1910.107 Spray Finishing Using Flammable and

Combustible Materials

CFR 29 1926 Construction Safety and Health Standards

DEPARTMENT OF THE AIR FORCE

AFI 10-245 Air Force Anti-Terrorism Force Protection

AFI 13-213 Air Field Management

AFI 40-102 Tobacco Use in the Air Force

FEDERAL AVIATION ADMINISTRATION (FAA)

FAA FAR Part 77 Objects Affecting Navigable Airspace

OKLAHOMA ADMINISTRATIVE CODE

OAC 252 626 Public Water Supply Construction Standards

OKLAHOMA CITY AIR LOGISTICS CENTER – TINKER AFB (OC-ALC TAFB)

OC-ALC-TAFB Supplement 1 Supplement 1 to AFOSH 91-25, Confined Spaces

OC-ALC-TAFB Supplement 1 Supplement to AFMCI 21-122, Foreign Object

Damage and Dropped Object Prevention

OC-ALC-TAFB 13-201 Flight and Ground Operations

TINKER AIR FORCE BASE (TAFB)

TAFBI 13-201 Flight and Ground Operations

TAFBI 31-101 Installation Security Program

TAFB Base Facility Standard

TAFB SABER BRIDGE 10 Page 3 of 23 SECTION 00 70 00

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-260-1 Airfield and Heliport Planning and Design

1.2 SUBMITTALS

Government approval is required for all submittals. The following, as applicable, shall be submitted in accordance with Section 01330, SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Request for Contractor Staging Area Contractor Staging Area Photographic Record Entry Access List (EAL) FOD Awareness and Prevention Training Documentation

SD-06 Test Reports

Fire Alarm Pre-Construction Testing Record

SD-07 Certificates

Welding, Cutting and Brazing Permits Framed Instructions

SD-10 Operation and Maintenance Data

Operations and Maintenance Data On-site Training Documentation and Video

SD-11 Closeout Submittals

Working As-Built Drawings (redlines) Final As-Built Drawings DD Form 1354 Checklist

1.3 WORK REQUIREMENTS

1.3.1 Security/Contractor Identification Badges

Contractors working on Tinker AFB shall comply with all procedures outlined in TAFBI 31-101, AFI 10-245, TAFBP 31-101, and TAFBI 31-201. Civilian and military retirees who conduct commercial business on base must obtain a badge through their place of employment.

OF SPECIAL NOTE, in accordance with TAFBI 31-101, paragraph 7, all contractors/contractor personnel shall be subject to background checks as deemed necessary. Contractors shall be responsible to verify the residency and/or citizenship status of all employees prior to submitting requests for Contractor Identification Badges. Identification will be surrendered to Security Forces personnel upon demand for the purpose of identification, investigation, abuse, misuse, or for any other reason necessary.

ALSO OF SPECIAL NOTE, in accordance with TAFBI 31-101, paragraph 5.3, all contractors/contractor personnel will be assessed a charge of $50.00 for

TAFB SABER BRIDGE 10 Page 4 of 23 SECTION 00 70 00 each badge lost, willfully damaged, or not surrendered to Pass and Registration. No charge will be made on a replacement required due to normal wear. Personnel will report to Accounting and Finance, Accounts Receivable Unit and a DD Form 1131, Cash Collection Voucher, will be prepared and presented to Pass and Registration prior to issuing replacement identification.

1.3.2 Work Schedules

The Contractor shall arrange their work schedules to coincide with the normal duty hours of the Civil Engineer Directorate, Tinker Air Force Base (0715 – 1600, Monday thru Friday). Work schedules other than the standard Civil Engineer Directorate eight-hour shift may only be permitted for the most urgent reasons, or as directed/approved by the Contracting Officer.

Should the Contractor desire to work other than normal duty hours (including federal holidays, see below) for his own convenience, a written request shall be submitted, for the approval of the Contracting Officer, 48 hours in advance of the beginning of the desired period. Changes to the normal work hours due to contract requirements shall be specified in Section 00800, Special Provisions.

1.3.3 Federal Holidays

Federal holidays are as follows:

FEDERAL HOLIDAYS

January New Years Day Martin Luther King Jr. Day February President’s Day May Memorial Day July Independence Day September Labor Day October Columbus Day November Veterans Day Thanksgiving Day December Christmas Day

Note: In addition, for holidays that fall on a weekend, government employees will be off on the Friday before or the Monday after the holiday;

including the day after Thanksgiving.

1.3.4 Commencement of Work

The Contractor shall provide written notice to the Contracting Officer a minimum of seven (7) calendar days prior to commencing work on a project site, designating the date the Contractor intends to begin work. The Contractor shall notify the Construction Inspector one (1) business day prior to commencing work on a project site. After a work delay exceeding twenty-four hours, the Construction Inspector shall be notified one (1) business day prior to resuming work on a project site. Failure of the Contractor to comply with these requirements may result in removal of work completed prior to making the proper notifications, in order to perform required inspections, at no additional cost to the Government.

TAFB SABER BRIDGE 10 Page 5 of 23 SECTION 00 70 00

1.3.5 Time Extensions for Unusually Severe Weather

This provision specifies the procedure for determination of time extensions for unusually severe weather. In order for the Contracting Officer to grant a time extension under this provision, the following conditions must be satisfied:

The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during that month.

The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather days is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor’s progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

3 3 4 4 5 4 3 3 4 3 2 2

Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor shall report the occurrence of unusually adverse weather and resultant impact to normally scheduled work.

Actual adverse weather delay days must prevent work on critical activities for 50 percent of more of the Contractor’s scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of anticipated days in the paragraph above, the Contracting Officer may convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather days.

For projects susceptible to unusually inclement weather, the Contractor may request a “winter recess” from the Contracting Officer. Winter recess timeframe exists from 21 December through 15 March. Be advised that winter recess will not be interpreted as a Government caused delay in which damages may be requested by the Contractor. Once the winter recess has been established via modification to the contract, it will remain in force until lifted by the Contracting Officer by the request of the Contractor, or 15 March. The remaining period of performance will then be reestablished upon termination of the winter recess. Under no condition shall the Contractor leave a construction site for a winter recess until written authorization is received from the Contracting Officer, and the project site has been inspected by the Construction Inspector and determined to be sufficiently sustainable through the winter recess.

TAFB SABER BRIDGE 10 Page 6 of 23 SECTION 00 70 00

1.3.6 Work Site Review

Prior to starting any work, the Contractor shall inspect the work area(s) to determine the physical condition of the area. The Contractor, as a result of this inspection, shall promptly notify the Contracting Officer, in writing, of any existing damage(s) or condition(s) that could interfere with work on this contract.

1.3.7 Utility Outages

Utility outages frequently affect more than one facility or organization and require extensive coordination. For this reason, the Contractor shall submit all requests for outages, in writing, to the Contracting Officer a minimum of 21 days in advance of the proposed outage. Each outage request shall include the following as a minimum: Type of outage (steam, water, electric, etc.), project name and number, facility/facilities affected (to the best of the contractors knowledge), requested date(s), duration, and a description of the work to be accomplished. Each individual outage request (according to type of outage) may be requested to occur either during normal working hours or after hours/weekend; this will be coordinated on a case-by-case basis through the Contracting Officer. While every attempt will be made to meet the Contractor’s requested dates and times, actual utility outage dates and times will be ultimately be determined by the affected Government agencies and their respective mission requirements. The Contractor shall not proceed with any utility outage until notified by the Contracting Officer of the actual date of the outage.

When outages that affect the Government’s ability to heat facilities are scheduled (including natural gas, steam, and electric outages), the contractor shall take the necessary measures to protect the interior of the subject facility/facilities from freezing. If such measures are impractical, the Government reserves the right to cancel any outage where temperatures are expected to remain below 40° F for prolonged periods.

When outages that may affect 72ABW/SC (Communications Directorate) facilities/ equipment are scheduled (including cooling and electric outages), outages shall occur during the regularly scheduled downtimes, usually Saturday at 2200 through Sunday at 0600. If these times are impractical, alternative times may be considered, but the contractor shall be responsible to provide the necessary provisions to maintain reliable operation of the affected facilities/equipment.

The Contractor shall consult with Government shop personnel, through the Construction Inspector, concerning utility isolation points; on a case-by-case basis, authority may be granted for the Contractor to perform the utility isolation without Government shop personnel present. In those cases, the contractor shall be responsible for isolating and restoring the utility, and re-setting any equipment affected by the outage, assuming that the equipment is located in the area turned over to him/her as part of the construction contract. NOTE: Only Government (Exterior Electric) personnel can isolate any primary electric source or restore primary electric power, unless express authorization has been granted by the Contracting Officer.

Prior to commencing the outage, the Contractor shall perform all testing and inspections required in the specifications and/or on the project drawings.

The Contractor shall coordinate between the Construction Inspector and Government shops to ensure all necessary work has been completed

TAFB SABER BRIDGE 10 Page 7 of 23 SECTION 00 70 00 satisfactorily prior to beginning the outage. The Contractor shall have all tools, equipment, materials and personnel required on site prior to the start of the utility outage. At the conclusion of the outage, contractor personnel will be required to remain on site until Government shop personnel have restored the utility and ensured that all affected equipment is operating properly.

Failure of a contractor to be on-site for a coordinated utility outage may result in claims for costs associated with support by Government shop personnel. In addition, because outages can affect the mission, and specifically production schedules, failure of a contractor to be on-site for a coordinated utility outage may result in claims for costs associated with lost production time.

1.3.8 Temporary Power

The Contractor shall assess power requirements for construction and shall make a request to the Contracting Officer regarding location of transformer and location of tap into existing primary power grid. Under no circumstance shall the Contractor install temporary power prior to receiving written approval from the Contracting Officer. Contractor is solely responsible at his/her expense for supplying and installing required transformers and making the primary connection once his/her electrical plan is approved.

Only Government exterior electric personnel can isolate the primary line so that the Contractor can make his connection to the primary power grid. The Contractor shall request the electrical outage as required in paragraph

1.3.7 above. An outage shall only be made if the Contractor is ready to install his fused cutouts or other isolating/switching media and the duration of the outage shall be minimized to the fullest extent. An electrical consumption meter shall be installed in line on the secondary side of the temporary connection for the purposes of recording consumption.

1.3.9 Fire Alarms

The Contractor shall be responsible for pre-construction testing and re-certification of all Fire Alarm systems that are modified by addition, deletion or relocation of devices during construction. All testing and certification shall be IAW the requirements of NFPA 72, NFPA 70 and UFC

Contractors are encouraged to test all fire alarm systems prior to starting construction. During pre-construction testing, contractor should note all deficiencies with the existing fire alarm system that are outside the scope of the contract. Pre-construction testing will be witnessed, as a minimum, by the Construction Inspector. Any deficiencies found by the Contractor or the Government after construction has started, and were not noted during the pre-construction testing, will be the responsibility of the contractor to repair at no additional cost to the government. A copy of the pre-construction testing record shall be forwarded to the Contracting Officer.

The Contractor shall be responsible for forwarding a certificate of completion to the Contracting Officer upon construction close-out procedures.

1.3.10 Mechanical & Electrical Room Controlled Access

The Contractor shall be provided keys to mechanical rooms when the project results in renovation of a complete facility or replacement of the equipment

TAFB SABER BRIDGE 10 Page 8 of 23 SECTION 00 70 00 in the mechanical rooms. The mechanical room lock shall be re-keyed with a construction core and the Contractor shall have exclusive control of all equipment located within the mechanical room. The Fire Department & Base Civil Engineering shall have a key to access the mechanical room only in case of an emergency. The Contractor shall accept full liability for any damages caused by utility outages to the occupied facility.

1.3.11 Maintenance of Work Site

The work area shall be cleaned daily and kept clean and orderly during the performance period of the contract. All debris and scrap material, tools, and equipment shall be cleaned from the work site daily as work progresses, and on completion of the job. Haul routes shall be kept clean of any construction-related debris. The Contractor shall clean off dirt from paved surfaces, not allowing the same to pack on roads or to create a traffic nuisance. The Contractor shall ensure proper loading of all vehicles used for transport of materials and construction debris; any spillage on-route on the base shall be promptly removed and disposed of off base in accordance with applicable State and Federal regulations. All job site waste containers used by the Contractor, regardless of size, shall be clearly marked with approved reflective tape or paint. The Contractor shall return all movable containers, as determined by the Contracting Officer, within the job site storage area at the end of each work shift.

1.3.12 Contractor Staging Areas

Contractor shall limit the storage of materials, equipment, and incidentals to the immediate construction site or approved staging areas designated by the Contracting Officer. No roofing or other material shall be stored on roofs of inhabited buildings, unless prior written authority has been obtained from the Contracting Officer.

If the contractor requires additional storage/staging areas other than the project site, a request shall be submitted in writing to the contracting Officer a minimum of twenty-one (21) days prior to mobilization. Requests shall include, as necessary: a proposed location; approximate square footage required; items to be located in the staging area such as job trailers, dumpsters, material and equipment; and a proposed alternative location (as required by the Contracting Officer). The Government will make every effort to accommodate the contractor’s requests, but must also take into consideration items such as personnel safety, anti-terrorism/force-protection requirements, mission requirements, and proximity to distinguished visitor routes. All requests are subject to approval by the Base Civil Engineer and/or the Installation Commander. Refer to Section 00710, Attachment 1 for additional information related to construction projects on or adjoining the airfield.

Storage areas located along the Distinguished Visitor Route shall be screened to a height of 6 feet above grade and supported by a chain link fence system. Fence posts shall be set in concrete bases. The storage area gates shall also be screened. Screening material shall provide 80% concealment, minimum, and shall be installed in a permanent manner. The Distinguished Visitor Route includes Air Depot from the Main Gate to Arnold Street, Arnold Street from Mitchell Avenue to “A” Avenue; Mitchell Avenue from Arnold Street to Bldg’s 5603, 5604, 5605, and 5606; “A” Avenue from Bldg 240 to Perimeter Road; Perimeter Road from “A” Avenue to Industrial

TAFB SABER BRIDGE 10 Page 9 of 23 SECTION 00 70 00

Blvd; Industrial Blvd from Perimeter Road to Staff Drive; and Staff Drive from Industrial Blvd to the Main Entrance of Bldg 3001.

Prior to establishing a staging area, the Contractor shall provide a photographic record of the area to the Contracting Officer. These photographs will become a part of the project file and will be used to determine proper restoration of the area at contract completion.

Grass located within staging areas shall be mowed for the duration of the project. Grass and vegetation along the outside of the fence, around the buildings, under equipment, and in areas not accessible to mowers shall be edged or trimmed neatly for the duration of the contract. Contractor shall maintain grass cutting in the storage area such that grasses and weeds do not exceed 6 inches in height.

Security of the staging area is the responsibility of the Contractor. It is recommended that the contractor make arrangements for storage of equipment between its delivery and its installation, as security during non-working hours cannot be guaranteed.

Contractor shall vacate the staging area at contract completion. Contractor shall be responsible to restore the area to a condition as-good-or-better-than before the staging area was established.

1.3.13 Shipping Requirements/Instructions

The Contractor shall furnish information to the shipping supplier as to assignee, Contract Number, Project Number, Project Title, and location. The Supplier shall have all necessary information required by Base Security upon entry to Tinker AFB. Contractor shall ensure that all delivery truck traffic directed to Gate 33 (Gott Gate)is in accordance with paragraph 1.6 of this section.

Base personnel will not accept material shipped directly to Tinker AFB. It is the Contractor’s responsibility to accept the shipped material, unload it, and store it.

1.3.14 Working As-Built Record Drawings

Working As-Built Drawings shall be the Contractors responsibility to keep an accurate record of all changes and corrections to the project, including any field changes or modifications on a set of working as-built drawings.

Contractor shall use red ink to show any annotations. All changes shall be made accurately and legibly and kept current as the work occurs. The working set of “as-built” drawings is subject to inspection by the Contracting Officer during construction performance period.

The Contractor shall provide the Contracting Officer two complete sets of redlined, working as-built drawings. The Contractor shall accurately locate all elements of the installation, (i.e., electrical wiring, HVAC ductwork, piping, etc.) and indicate on as-built drawings the measured distance from all elements of the installation to a fixed landmark (i.e., existing buildings, centerlines of streets, established benchmarks, etc.). All underground utility drawings shall show all valves, elevations and depths of any utility line installed. The Contractor shall label all installed elements with size, material, type and grade.

TAFB SABER BRIDGE 10 Page 10 of 23 SECTION 00 70 00

1.3.15 Final As-Built Drawings (Electronically Formatted Drawings)

Once the Contracting Officer has approved the redlined drawings and returned them back to Contractor, the Contractor shall make all necessary changes to the CAD digital drawing file.

The drawing files shall be electronic CAD files in AutoCAD (.dwg) format and adhere to the drawing standards contained in Tri-Services A/E/C CADD Standard 3.0. The Government’s electronically formatted drawings and drawing files will be provided to the Contractor, and can be used by the Contractor to create as-built drawings.

All sheets shall show the word “AS-BUILT” followed by the name of the Contractor in the lower right corner of the drawing. The Contractor shall create a new drawing when required to show any work done not shown in Government furnished drawings.

In addition, the contractor shall provide an electronic copy of each sheet of the as-built drawings in Adobe Portable Document Format (PDF).

The Contractor shall submit two complete sets of the as-built DWG and PDF files on compact disk. The digital files will be clearly labeled “As- Builts.” Final acceptance of the project will not be accomplished until complete electronic As-Built drawings are received and approved.

1.3.16 Standard Products/Service Availability

Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products, which are of a similar material, design, and workmanship. The standard products shall have been in satisfactory commercial and/or industrial use for two years prior to date of solicitation and still is in production. The two-year use shall include applications of equipment and materials under similar circumstances and of similar size. No obsolete, or out of production, materials shall be installed. The two years experience shall be satisfactorily completed by a product, which has been sold or is offered for sale on the commercial market through advertisements, manufacturers’ catalogs, or brochures.

1.4 WELDING, CUTTING AND BRAZING

An AF Form 592, USAF Welding, Cutting and Brazing Permit, shall be obtained from the Base Fire Department prior to any Hot Work such as grinding, welding, cutting, soldering or brazing. The form shall be maintained on the job site by the Contractor at all times. Upon receipt, the Contractor shall submit a copy of all permits to the Contracting Officer. All hot work must be accomplished IAW the requirements of NFPA 51-B and NFPA 241.

Storage of all portable gas cylinders shall comply with NFPA 55. The request for a Hot Work permit must be made 24 hours in advance.

1.5 EXCAVATION ON TINKER AFB

Contractors shall use extreme care in all excavations on Tinker AFB.

Subsurface utilities are of a congested nature. Damaging these systems in some areas could result in thousands of man-hours of lost production time, which in-turn may result in claims against the Contractor for failure to protect these utilities. See Section 00710 and UFC 3-260-01, attachment 15, TAFB SABER BRIDGE 10 Page 11 of 23 SECTION 00 70 00 for requirements related to excavation adjacent to runways, taxiways, and aprons.

1.5.1 Protection Of Existing Utilities During Excavation

1.5.1.1 General

Excavation may be accomplished by hand or by use of a mechanical digger;

however, the use of continuous trencher or plow is prohibited unless permission is obtained, in writing, from the Contracting Officer prior to bringing this piece of equipment on base. All plan information and line markings are to be considered approximate; the Contractor shall have the responsibility of determining the precise location and depth of existing utility lines by hand excavating from a point six feet on either side of the previously staked utility location, until the line is completely exposed.

After all lines are so located and completely exposed to the satisfaction of the Contracting Officer, machine excavation may begin. Under no circumstances shall machine excavation be used immediately adjacent to a known unexposed utility.

1.5.1.2 Exterior Excavation

Before any excavation can begin, the Contractor shall mark all locations of proposed excavation (to include all building lines and proposed routes of utilities). Markings shall be made using materials that are reasonably permanent/immovable such as paint or dye. The Contractor will then go to the Base Civil Engineering Directorate (CE), Building 400, second floor (northwest corner) and request a Tinker Excavation Permit Request form. The Contractor is responsible for the following key items:

- Have the excavation site clearly marked in the field

- Complete blocks 4-9 on Tinker Excavation Permit Request (most current edition)

- Attach a combined utility map clearly highlighted to show the limits of excavation (maps provided by Engineering Support)

- Obtain a control number from CALL-OKIE (for all commercial utilities located on Tinker)

Excavation permit processing will not begin until the Contractor provides proof of an approved Storm Water Pollution Prevention Plan (SWPPP).

Reference Section 00 72 00, paragraph 1.2.3 for additional information regarding the SWPPP.

The Contractor shall not begin excavation until receipt of an approved Tinker Excavation Permit Request is made. The Tinker Excavation Permit Request shall be maintained at the construction site and made available for inspection by the Government.

The Contractor shall be responsible for renewing the Tinker Excavation Permit Request every 30 days for as long as there is excavation in-progress for a given location. It is the Contractor’s responsibility to maintain/protect the lines once marked. If the original line markings are no longer visible, the contractor shall notify the Construction Inspector who in turn will coordinate with the proper shop personnel to re-mark the lines, on a case-by-case basis.

TAFB SABER BRIDGE 10 Page 12 of 23 SECTION 00 70 00

1.5.1.3 Interior Excavation

In general, only those utilities which pass through a facility will be marked; utility lines or laterals which terminate within the facility will not be marked. When contract documents require excavation through a floor slab, the contractor shall utilize design or as-built plans to locate under-floor utilities; the CE Engineering Support office will provide research assistance upon request.

All plan information is to be considered approximate and shall be field verified by the Contractor (see section 1.5.1.1 for information concerning excavation).

1.5.2 Safety During Excavation

The Contractor shall notify the construction Inspector and the Contracting Officer prior to commencing open trench excavation to a depth of four feet or more. The Construction Inspector will in turn notify the Tinker Ground Safety Office. All excavations, trenches, open manholes, etc., shall be properly shored, braced, barricaded or guarded in accordance with the provisions of Title 29 Code of Federal Regulation, Parts 1926, “Construction Safety and Health Standards.” Warning lights or other illumination maintained from sunset to sun up shall be placed at all excavations which are adjacent to pedestrian or vehicle thoroughfares. Adequate physical protection shall be provided at all remotely located excavations.

1.6 TRAFFIC

All Contractor personnel shall observe base traffic regulations.

Information regarding such regulations shall be obtained from the Contracting Officer.

OF SPECIAL NOTE, vehicle operators on Tinker Air Force Base shall not use cell phones unless the vehicle is safely parked or unless they are using a hands-free device. Using a cell phone while driving without a hands-free device is considered a "primary offense," meaning that violators can be stopped solely for this offense.

All contractor vehicles shall be conspicuously marked with the contractor’s company name by means of permanent marking, magnetic sign, etc.

All truck traffic must enter and exit Tinker AFB through Gate 33 (Gott Gate) located at South Air Depot & SE 59th Street. The commercial truck gate is open 24 hours per day, seven days per week. The truck gate entry procedures entail normal entry requirements as well as driver ID and verification of bill of lading/manifest. After verification, trucks are directed to the search area. Once the trucks have been searched, they will be allowed to proceed to their destination. Prioritization of entry procedures will allow certain vehicles, containing time-sensitive cargo (i.e., cement trucks, blood mobile, etc) the ability to prioritize their place in queue and facilitate entry onto the installation. Prioritization may be facilitated by calling ahead to 734-2008.

Personnel assigned to Tinker AFB, to include all permanent and temporary contractors in possession of a valid Tinker AFB issued contractor’s badge, may act as a sponsor and provide escort to trucks entering the installation.

When Entry Authority List (EAL) is required, sponsors must hand-carry the

TAFB SABER BRIDGE 10 Page 13 of 23 SECTION 00 70 00

EAL to the Security Forces Operations Section for authentication (faxes, calls and emails are not permitted).

The Airfield Manager will establish haul routes on and off the airfield.

Refer to Section 00 71 00 for additional information.

The Contractor shall maintain at least one lane (on four lane roads, at least two lanes) of traffic at all times in all streets, roads and driveways unless otherwise directed by the Contracting Officer. Street closures shall be limited to seven days maximum for any utility crossing a roadway (this time includes trenching, compaction, and replacement of existing pavements).

The Contractor shall provide steel matting equipment sufficient to carry traffic loading over excavated area.

1.7 TOBACCO USE ON TINKER AFB

AFI 40-102 and its supplements prohibit the use of smokeless and smoking tobacco in the work place at Tinker Air Force Base. Unless a “Designated Smoking Area” sign is posted, all areas on base are considered to be “no smoking” areas. AFI 40-102 further specifies that smoking in areas such as bathrooms, halls, offices, pit areas, break rooms, and aboard Air Force and contract aircraft, shall not be permitted. The Contractor and all employees, Subcontractors and lower tier subcontractors shall comply with the above AFI regulation. Contractor personnel shall not smoke atop buildings or in areas where such action is not authorized; in no instance within 50 feet of liquid fuel storage locations or parked aircraft or in any other area that would constitute a fire and/or explosion hazard. Violation could result in the Contractor being removed from Tinker AFB permanently.

1.8 FRAMED INSTRUCTIONS

Framed instructions shall be provided as specified in other sections of the contract specifications or the contract drawings. The instructions shall explain equipment or system pre-start checkout, start-up and shutdown procedures, safety precautions, preventive maintenance procedures, and normal operational checks for satisfactory performance of the equipment or system. The framed data presentation and outline shall be acceptable and posted at locations designated by the Contracting Officer. The data shall be posted before personnel training or system performance testing acceptance for the related items of equipment or system.

1.9 OPERATIONS AND MAINTENANCE DATA

O&M manuals shall be provided as specified in other sections of the contract specifications or the contract drawings. Contractor shall submit O&M Manuals detailing the operation and maintenance of installed equipment and systems. These approved O&M Manuals shall be used to teach any required training.

1.10 DD FORM 1354 CHECKLIST

The contractor shall furnish a DD Form 1354, Transfer and Acceptance of Military Real Property Checklist (Attachment 1), to the Contracting Officer prior to the final inspection. Checklist is to consist of list all equipment, materials and manufacture’s name, size, type and serial number of all submitted real property approved for installation within the project.

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1.11 TRAINING

Formal classroom and on-site training shall be provided as specified in other sections of the contract specifications or the contract drawings. If significant changes or modifications in the equipment or systems are made during the term of the contract, after construction has been completed, additional training shall be provided to acquaint the Operating and Maintenance Personnel with the changes of modifications.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

- End of Section -

TAFB SABER BRIDGE 10 Page 15 of 23 SECTION 00 70 00

Attachment 1

DD Form 1354 Checklist

Installations

1. General Data Required:

a. Building:

Facility Number Description of Work Total Cost Total SF

(1) Outside dimensions:

(a) Main Building SF

(b) Wings SF

(c) Offsets SF

(2) Number of Floors:

(3) Construction:

(a) Foundations (such as concrete) TYPE

(b) Floors (such as wood, concrete) TYPE

(c) Walls (such as wood siding) TYPE

(d) Roof (such as built-up, shingle) TYPE

(4) Utilities entering building:

(a) Water (size of pipe)

(b) Gas (size of pipe)

(c) Sewer (size of pipe)

(d) Electric (phase, voltage, wire, connected load)

(e) Communications (conduit, Fiber, Copper) _______

b. Systems in Building Added:

(1) Fire Protection:

Category Unit of Serial Number Code Nomenclature Measure Amount Cost Description 880-211 Closed Head Auto Sprinklers SF ______ ______

HD ______ ______

880-212 Open Head Deluge System SF ______ ______

HD ______ ______

880-221 Auto Fire Detection System SF ______ ______

EA ______ ______

880-222 Manual Fire Alarm System EA ______ ______ 880-231 CO2 Fire System EA ______ ______ 880-232 Foam Fire System EA ______ ______ 880-233 Other Fire System EA ______ ______ 880-234 Halon 1301 Fire System EA ______ ______

TAFB SABER BRIDGE 10 Page 16 of 23 SECTION 00 70 00

(2) Security:

Code Nomenclature Measure Amount Cost Description

872-841 Security Alarm System EA ______ ______

c. Plants in Building Added:

Category Unit of Serial Number Code Nomenclature Measure Amount Cost Description

890-126 A/C Window Units TN ______ ______

SF ______ ______

890-125 A/C Plant Less then 5 TN TN ______ ______

SF ______ ______

890-121 A/C Plant 5 to 25 TN TN ______ ______ 826-122 A/C Plant 25 to 100 TN TN ______ ______ 826-123 A/C Plant over 100 TN TN ______ ______ 821-115 Heating Plant 750/3500 MB MB ______ ______ 821-116 Heating Plant Over 3500 MB MB ______ ______ 811-147 Electric Emergency Power Generator KW ______ ______ Storage Tank for Heating GA ______ ______ Or Generator Fuel TYPE ______ ______ Fuel ______ ______

d. Real Property Installed Equipment Added:

Serial Number Item Size Amount Description

Evaporative Coolers CFM ______ Hot Water Heater ______ Exhaust Fan ______ Lavatory ______ Commode ______ Urinal ______ Utility Sink ______ Refrigerated Drinking Fountain ______ Heating Plant Under 750 MB MB ______ Forced Air Heating ______ Other Heating ______ Dehumidifiers ______ Elevators ______ Theater-type Seats Secured To Floor ______ Other ______

TAFB SABER BRIDGE 10 Page 17 of 23 SECTION 00 70 00

e. Related Facilities Added:

Code Nomenclature Measure Amount Cost Description

812-223 Prim Distr Line OH LF ______ ______ Transformers KVA ______ ______ Power Poles LF ______ ______ 812-224 Sec Distr Line OH LF ______ ______ 812-225 Prim Distr Line UG LF ______ ______ 812-226 Sec Distr Line UG LF ______ ______ 812-926 Exterior Street Lighting EA ______ ______ or Parking Area Lights 824-464 Gas Mains LF ______ ______ 831-169 Sewage Septic Tank KG ______ ______ 832-266 Sanitary Sewer LF ______ ______ 842-245 Water Distr Mains LF ______ ______ 843-315 Fire Hydrants EA ______ ______ 851-143 Curbs and Gutters LF ______ ______ 851-145 Driveway SY ______ ______ 851-147 Road SY ______ ______

LF ______ ______

852-262 Vehicle Parking SY ______ ______ 871-183 Storm Drain LF ______ ______ 872-247 Fence, Security LF ______ ______ 872-248 Fence, Interior LF ______ ______ 852-289 Sidewalk SY ______ ______ 890-187 Utility Vault SF ______ ______ (four or more transformers) 135-583 Tel Duct Facility LF ______ ______ 135-586 Tel Pole Facility LF ______ ______

2. Specialized Facilities/RPIE Added:

a. Shops:

Category Unit of Serial Number Code Nomenclature Measure Amount Cost Description

Air Compressors HP ______ ______ Hoists, Crane (fixed) TN ______ ______ Hydraulic Lifts TN ______ ______ Emergency Shower EA ______ ______ Fixed Spray Paint Booth EA ______ ______ 890-158 Load and Unload Platform SF ______ ______ 832-255 Industrial Waste Main LF ______ ______ 890-144 Compressed Air Dist LF ______ ______

b. Chapel:

Code Nomenclature Measure Amount Cost Description Pews EA ______ ______ Altars EA ______ ______ Lecterns EA ______ ______ Pulpit EA ______ ______

TAFB SABER BRIDGE 10 Page 18 of 23 SECTION 00 70 00

c. Theater:

Code Nomenclature Measure Amount Cost Description

Theater Seats Secured To:

Floor EA ______ ______ Fire Screens EA ______ ______

d. Billeting Buildings:

Code Nomenclature Measure Amount Cost Description

Built-in Household Dishwasher EA ______ ______ Garbage Disposals EA ______ ______ Built-in Domestic Ranges EA ______ ______ And Ovens Range Canopy w/Exhaust Fan EA ______ ______ Water Softener, EA ______ ______ Household Type

e. MWR Buildings:

Code Nomenclature Measure Amount Cost Description

Dishwashers, Built-in EA ______ ______ Walk-in Refrigerators, EA ______ ______ Built-in Garbage Disposal Unit EA ______ ______ Range Canopy w/Exhaust System EA ______ ______ PA System, Built-in EA ______ ______ Vault, Built-in EA ______ ______ Stage and Auditorium EA ______ ______ Curtain, Stage, Auditorium EA ______ ______ Playground Equipment Permanently Affixed EA ______ ______ Bowling Alley Lanes, Approaches, Ball Returns LA ______ ______ Load & Unload Platforms SF ______ ______

f. Post Office:

Code Nomenclature Measure Amount Cost Description

Post Office Lock Boxes EA ______ ______

g. List any other items installed, but not listed above. Please indicate size, square footage, amount, number of units, etc. as applicable.

TAFB SABER BRIDGE 10 Page 19 of 23 SECTION 00 70 00

Demolitions/Removals

1. General Data Required:

a. Building:

Facility Number Description of Work Total Cost Total SF

(1) Outside dimensions:

(a) Main Building SF

(b) Wings SF

(c) Offsets SF

(2) Number of Floors:

(3) Construction:

(a) Foundations (such as concrete) TYPE

(b) Floors (such as wood, concrete) TYPE

(c) Walls (such as wood siding) TYPE

(d) Roof (such as built-up, shingle) TYPE

(4) Utilities entering building:

(a) Water (size of pipe)

(b) Gas (size of pipe)

(c) Sewer (size of pipe)

(d) Electric (phase, voltage, wire, connected load)

b. Systems in Building Removed/Demolished:

(1) Fire Protection:

Code Nomenclature Measure Amount Cost Description 880-211 Closed Head Auto Sprinklers SF ______ ______

HD ______ ______

880-212 Open Head Deluge System SF ______ ______

HD ______ ______

880-221 Auto Fire Detection System SF ______ ______

EA ______ ______

880-222 Manual Fire Alarm System EA ______ ______ 880-231 CO2 Fire System EA ______ ______ 880-232 Foam Fire System EA ______ ______ 880-233 Other Fire System EA ______ ______ 880-234 Halon 1301 Fire System EA ______ ______

TAFB SABER BRIDGE 10 Page 20 of 23 SECTION 00 70 00

(2) Security:

Code Nomenclature Measure Amount Cost Description

872-841 Security Alarm System EA ______ ______

c. Plants in Building Removed/Demolished:

Category Unit of Serial Number Code Nomenclature Measure Amount Cost Description

890-126 A/C Window Units TN ______ ______

SF ______ ______

890-125 A/C Pit Less then 5 TN TN ______ ______

SF ______ ______

890-121 A/C Pit 5 to 25 TN TN ______ ______ 826-122 A/C Pit 25 to 100 TN TN ______ ______ 826-123 A/C over 100 TN TN ______ ______ 821-115 Heating Pit 750/3500 MB MB ______ ______ 821-116 Heating Pit Over 3500 MB MB ______ ______ 811-147 Electric Emergency Power Generator KW ______ ______ Storage Tank for Heating GA ______ ______ Or Generator Fuel TYPE ______ ______ Fuel ______ ______

d. Real Property Installed Equipment Removed/Demolished:

Serial Number Item Size Amount Description

Evaporative Coolers CFM ______ Hot Water Heater ______ Exhaust Fan ______ Lavatory ______ Commode ______ Urinal ______ Utility Sink ______ Refrigerated Drinking Fountain ______ Heating Pit Under 750 MB MB ______ Forced Air Heating ______ Other Heating ______ Dehumidifiers ______ Elevators ______ Theater-type Seats Secured To Floor ______ Other ______

TAFB SABER BRIDGE 10 Page 21 of 23 SECTION 00 70 00

e. Related Facilities Removed/Demolished:

Code Nomenclature Measure Amount Cost Description

812-223 Prim Distr Line OH LF ______ ______ Transformers KVA ______ ______ Power Poles LF ______ ______ 812-224 Sec Distr Line OH LF ______ ______ 812-225 Prim Distr Line UG LF ______ ______ 812-226 Sec Distr Line UG LF ______ ______ 812-926 Exterior Lighting EA ______ ______ (street or parking area lights) 824-464 Gas Mains LF ______ ______ 831-169 Sewage Septic Tank KG ______ ______ 832-266 Sanitary Sewer LF ______ ______ 842-245 Water Distr Mains LF ______ ______ 843-315 Fire Hydrants EA ______ ______ 851-143 Curbs and Gutters LF ______ ______ 851-145 Driveway SY ______ ______ 851-147 Road SY ______ ______

LF ______ ______

852-262 Vehicle Parking SY ______ ______ 871-183 Storm Drain LF ______ ______ 872-247 Fence, Security LF ______ ______ 872-248 Fence, Interior LF ______ ______ 852-289 Sidewalk SY ______ ______ 890-187 Utility Vault SF ______ ______ (four or more transformers) 135-583 Tel Duct Facility LF ______ ______ 135-586 Tel Pole Facility LF ______ ______

2. Specialized Facilities:

a. Shops:

Category Unit of Serial Number Code Nomenclature Measure Amount Cost Description

Air Compressors HP ______ ______ Hoists, Crane (fixed) TN ______ ______ Hydraulic Lifts TN ______ ______ Emergency Shower EA ______ ______ Fixed Spray Paint Booth EA ______ ______ 890-158 Load and Unload Platform SF ______ ______ 832-255 Industrial Waste Main LF ______ ______ 890-144 Compressed Air Dist LF ______ ______

b. Chapel:

Code Nomenclature Measure Amount Cost Description Pews EA ______ ______ Altars EA ______ ______ Lecterns EA ______ ______ Pulpit EA ______ ______

TAFB SABER BRIDGE 10 Page 22 of 23 SECTION 00 70 00

c. Theater:

Code Nomenclature Measure Amount Cost Description

Theater Seats Secured To:

Floor EA ______ ______ Fire Screens EA ______ ______

d. Billeting Buildings:

Code Nomenclature Measure Amount Cost Description

Built-in Household Dishwasher EA ______ ______ Garbage Disposals EA ______ ______ Built-in Domestic Ranges EA ______ ______ And Ovens Range Canopy w/Exhaust Fan EA ______ ______ Water Softener, EA ______ ______ Household Type

e. MWR Buildings:

Code Nomenclature Measure Amount Cost Description

Dishwashers, Built-in EA ______ ______ Walk-in Refrigerators, EA ______ ______ Built-in Garbage Disposal Unit EA ______ ______ Range Canopy w/Exhaust System EA ______ ______ PA System, Built-in EA ______ ______ Vault, Built-in EA ______ ______ Stage and Auditorium EA ______ ______ Curtain, Stage, Auditorium EA ______ ______ Playground Equipment Permanently Affixed EA ______ ______ Bowling Alley Lanes, Approaches, Ball Returns LA ______ ______ Load & Unload Platforms SF ______ ______

f. Post Office:

Code Nomenclature Measure Amount Cost Description

Post Office Lock Boxes EA ______ ______

g. List any other items installed, but not listed above. Please indicate size, square footage, amount, number of units, etc. as applicable.

TAFB SABER BRIDGE 10 Page 23 of 23 SECTION 00 70 00

h. List products and materials that can be recovered and remanufactured into a new product. Recyclable materials include, but are not limited to, the following:

1. Metals (ferrous and non-ferrous), including banding, metal studs, ductwork and piping.

2. Asphaltic concrete paving

3. Portland cement concrete

4. Land clearing debris including trees and plant materials

5. Native rock and granular fill

6. Gypsum products

7. Paper and cardboard

8. Wood products, including structural, finish, crates and pallets

9. Brick and masonry

10. Plastics

11. Copper wiring

12. Mechanical and electrical products and equipment

These recyclable products shall be reported by weight to the Contracting Officer.

- End of Attachment 1 -

1.5.2 Safety During Excavation