Hill_AFB_DISA_Gens_Specs_-_RTA_Corrected_Final_-_5-5-17_update.pdf

B&V Project No. 042866 B&V File No. 50.1000

Generator System Upgrade DISA DECC Ogden Bldg. 891

SPECIFICATIONS

Hill Air Force Base, Utah

Prepared for:

Prepared by:

FOR OFFICIAL USE ONLY

FOR OFFICIAL USE ONLY

Defense Information Systems Agency

US Army Corps of Engineers Sacramento District

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IL

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IR

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B A

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CORRECTED FINAL RTA ‐ 100% DESIGN SUBMITTAL

24 February 2017

UNCLASSIFIED//FOR OFFICIAL USE ONLY

DISA Gen Upgrade at Hill AFB 42866DISA

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

ATTACHMENT A - DIVISION 25 INTEGRATED AUTOMATION SPECIFICATION

ATTACHMENT B - METHOD OF PROCEDURE (MOP)

ATTACHMENT C - IDENTIFICATION, LABELING, AND MARKING

SPECIFICATION

ATTACHMENT D - ELECTRICAL SAFETY PROGRAM

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 GENERATOR CONTROL SYSTEM (GCS)

PROJECT TABLE OF CONTENTS Page 1

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 11 10 12.47 KV DISTRIBUTION SYSTEM SEQUENCE OF OPERATIONS

26 11 13.00 50 PRIMARY MV SWITCHGEAR

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 00 HIGH-FIREPOINT FLUIDS INSULATED PAD-MOUNTED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 10 DIESEL-GENERATOR SET STATIONARY 100-2500 KW, WITH

AUXILIARIES

26 41 00 LIGHTNING PROTECTION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 08 55 COMMISSIONING OF FUEL FACILITY SYSTEMS

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 52 10 SERVICE PIPING, FUEL SYSTEMS

33 52 90.00 20 WELDING FOR POL SERVICE PIPING

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 58 00 LEAK DETECTION FOR FUELING SYSTEMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

ER 415-1-15 (1989) Construction Time Extensions for Weather

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

AF I31-101 VOLUME 1 (1998) The Airforce Physical Security Program

AF I31-501 (2000) Personnel Security Program Management

1.2 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

SECTION 01 00 00 Page 1

Department of Veterans Affairs-VOW to Hire Heros Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heros http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

1.3 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 Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Provisions of Positive Protection System; G

SD-11 Closeout Submittals

Worker's Compensation Claims

Submit written summary of worker's compensation claims filed by workers on the project at the 50 percent and 100 percent points of project completion.

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee:

The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

SECTION 01 00 00 Page 2

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1 . Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Construction Equipment

In addition to the requirements of EM 385-1-1 , all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground or floor in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.7.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70 , all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70 , except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded. Provide a testing means which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

1.8 UTILITIES

Immediately notify the Contracting Officer in writing if utilities not shown on the plans and not visible as to the date of this contract are encountered within the construction limits of the entire project, and such utilities will interfere with construction operations, to enable a determination by the Contracting Officer as to the necessity for removal or relocation. If such utilities are removed or relocated as directed by the Contracting Officer, an equitable adjustment in the contract price must be made pursuant to the Contract Clause CHANGES to cover the cost of any additional pertinent work or delay.

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1 , and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926 ; General Industry Standards 29 CFR 1910 ; and the National Fire

SECTION 01 00 00 Page 3

Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.9.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.9.3 Activity Hazard Analysis

Based on the construction schedule, submit a activity hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and must identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Activity Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Activity Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis. See Details in Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS, paragraph Activity Hazard Analysis.

1.9.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.9.5 Elevated Work Areas

Workers in elevated work areas in excess of 6 feet above an adjoining surface require special safety attention. In addition to the provisions of EM 385-1-1 , the following safety measures are required to be submitted to the Contracting Officer's Representative. Prior to commencement of work in elevated work areas, submit drawings depicting all provisions of positive protection system including, but not limited to, all details of guard rails.

1.9.5.1 Protection

Positive protection for workmen engaged in the installation of structural steel and steel joists must be provided by safety nets, tie-off's, hydraulic man lifts, scaffolds, or other required means. Decking crews must be tied-off or work over nets or platforms not over 6 feet below the work area. Walking on beams and/or girders and the climbing of columns is prohibited without positive protection.

1.9.5.2 Guard Rails

Perimeter guard rails must be installed at floor, roof, or wall openings more than 6 feet above an adjoining surface and on roof perimeters. Rails must be designed to protect all phases of elevated work including, but not

SECTION 01 00 00 Page 4 limited to, roofing operations and installation of gutters and flashing.

Rails around roofs may not be removed until all work on the roof is complete and all traffic on or across the roof ceases. Rails must be designed by a licensed engineer to provide adequate stability under any anticipated impact loading. As a minimum, the rails must consist of a top rail at a height of 42 inches, a mid rail and a toe board. Use of tie-offs, hydraulic man lifts, scaffolds, or other means of roof edge protection methods may be utilized on small structures such as family housing, prefabricated metal buildings, etc.

1.9.6 Fire Prevention

Twenty-four hours notice must be given to the Contracting Officer for coordination with the Facility Fire Department prior to conducting any fire hazardous operation. Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the floor must be tight to prevent sparks from going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Do not allow any welding/cutting or open flame operations in facilities that are protected by a wet pipe fire sprinkler or an automatic detection system, if the system is out of service. First priority of work will be to return the suppression/detection system to operational condition. Return the fire detection and/or suppression system back to an operational status (if possible) during periods that the facility is unoccupied, and at the end of the work day. Post a fire guard for a 24 hour period (or certify to the Fire Department that the facility is safe) after welding, cutting, and open flame operations in a facility when: (a) fire detection and suppression system can not be returned to service; (b) fire detection or suppression systems do not exist. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.9.6.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

1.9.7 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1 , 01.D.04.

1.9.8 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1 , Section 1, submit at the 50 percent point and 100 percent of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for

SECTION 01 00 00 Page 5 subcontractor reports.

1.10 PLANNED UTILITY OUTAGES AND STREET CLOSURES

All utility outages and street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 30 days before the outage or closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations.

1.11 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor from the Base Civil Engineer (BCE) through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer.

Processing time required by the BCE is 21 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

The Contractor shall protect from damage all existing improvements and utilities at or near the work site, and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor.

The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to obtain necessary permits and utility marking or failure to exercise reasonable care in performing the work. This includes irrigation lines and sprinkler components. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

The Contractor shall verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but indicated in locations to be crossed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Hand digging may be required to locate utilities shown on the contract drawings, Excavation Permit, or 3 feet on either side of locations identified by Base Maintenance Shops. For facilities that store munitions hand digging is required within 10 feet of the bldg to locate the existing grounding cable.

All excavation work within 15ft of a Questar high pressure natural gas distribution line will require Questar Gas technicians to be on-site during the excavation. Contractor shall coordinate this through Blue Stakes.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

SECTION 01 00 00 Page 6

1. 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 any given month.

2. 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.

b. The following schedule of monthly anticipated adverse weather delays 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

STATE

UTAH

HILL AFB-FT

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

22) (17) (13) (08) (05) (03) (01) (02) (03) (05) (12) (22)

c. Upon execution of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15 .

1.13 SPECIAL CONSTRUCTION PROCEDURES

1.13.1 Dust

Dust shall be controlled as the work proceeds, and not allowed to become a hazard or a nuisance.

1.13.2 Portable Facilities

Toilet facilities are not available on site for contractors use. The contractor shall provide portable toilets for his personnel.

1.13.3 Borrow Material

Borrow material is not available on base. Locally obtained borrow materials shall conform to project specifications and any available.

1.13.4 Storm Water Permitting:

a. Contractors shall obtain a Utah Pollutant Discharge Elimination System (UPDES) storm water permit if the project disturbs of 5 or more acres of soil surface area. To obtain the permit the contractor must submit a Notice of Intent (NOI), Pollution Prevention Plan and the required

SECTION 01 00 00 Page 7 fee to the State of Utah, Department of Environmental, Quality Division of Water Quality. Contractor shall submit and receive approval of the UPDES permit before starting construction.

b. Contractors with projects disturbing one to five acres of soil surface area will submit a sediment and erosion control plan to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The contractor shall receive approval of the plan and implement approved best management practices before starting construction.

c. Contractors with projects more than one acre of soil surface area will submit a plan for permanent stabilization of disturbed area to the project manager for subsequent review and approval by the Environmental Compliance Office (OO-ALC/EMC). The contractor shall receive approval of the plan and implement approved best management practices before contract closeout. Examples of best management practices are available at the following web sites:

http://cfpub.epa.gov/npdes/stormwater/menuofbmps/con_site.cfm http://cfpub.epa.gov/npdes/stormwater/menuofbmps/post.cfm

1.13.5 Government Caused Delays

Contractor shall allow in their planned work schedule for potential Government caused delays as follows; Allow for 5 calendar days where the contractor's construction activity is prohibited by Air Force Exercises or similar military events. Allow for 21 calendar days where excavation, utility outages, road closures, or other subsurface requested activities may be prevented. (Other construction activities will be permitted to continue.) Government will provide 24 hour notification each time the government caused delays mentioned above are invoked. No additional time will be granted for delays falling within those limits.

1.13.6 Occupancy

Building will be occupied during the construction performance of work under this Contract.

1.13.7 Property Damage

In addition to FAR 52.236-9 the Contractor shall conduct all operations in such a manner as to prevent injury or damage to government property and any portions of the existing work which are to remain. This requirement is not limited to just the project site but includes landscaping, curbs, pavements, and utilities adjacent to the site as well as along routes to and from the site. Where any ambiguity exists the contractor shall request clarification from the Contracting Officer before beginning work.

Contractor shall make repairs to or replace portions of existing work that is damaged or altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

In the event the contractor fails or refuses to make satisfactory repairs or replacements to property damaged by the contractor under this contract the government will have the repairs made and charge the cost to the contractor.

SECTION 01 00 00 Page 8

1.14 SECURITY PROCEDURE

1.14.1 Security

Obtain entrance passes for construction vehicles, coordinate with Contracting Officer and Base Pass & Control Office.

A list must be generated by the Prime contractor of all employees that will be working at the site. Submit the list to Security Forces at least 14 days before construction begins for background checks. Individuals on the list, who have been cleared by Security Forces, may be granted entry through the gate if escorted by a fully authorized sponsor. No personnel may be permitted to work on the site unless they are actually constructing the site (i.e. no administrative secretaries will be allowed). Employees without badges found unescorted outside of the construction site boundaries, but within the security gated area will be subjected for removal from the project site.

1.14.1.1 Contractor Base Credentials:

(1) To obtain base identification passes for contractor personnel the Prime Contractor shall submit a written request on company letterhead stationary, if available, to the Contracting Officer specifying the following:

a. Contract number.

b. Location of the work.

c. Date entry to the base required and contemplated termination date of entry.

d. Names of contractor and subcontractor employee requiring access to the base.

e. The name of the individual who will submit the Request of Identification Credentials for each employee for who identification credentials are needed.

(2) The Contracting Officer will:

a. Endorse the request.

b. Attach a copy of the contract cover page and any other pages that provide performance information, such as the need for and duration of access to the work site.

c. Forward this request to the Security Forces, Pass and Registration Office of the installation where the work is to be performed.

d. Provide blank Application For AFMC Identification Card, AFMC Form 496 and Unescorted Entry Authorization Certificate, AF Form 2586 to the Prime Contractor.

(3) The Prime Contractor shall be required to complete and submit AFMC Form 496, for each of the firm's employees and for each subcontractor employee who must have access to the installation. For contracts, 90 days or less contractor employees will be issued an AF Form 75 unless

SECTION 01 00 00 Page 9 the work is in a controlled or restricted area. For contracts in a controlled or restricted area or greater than 90 days an AFMC Form 387 will be issued.

(4) The Prime Contractor is required to complete and submit AF Form 2586 for each of the firm's employees and for each subcontractor employee who must have access to a controlled or restricted area at the installation. The Prime Contractor shall ensure that all contractor personnel including subcontractors attend the Explosive Safety Briefing if applicable. An Explosive Safety Awareness Statement signed by those requesting badges is required prior to processing AF Form 2586. The Weapon Safety Monitor will provide the Contracting Officer copies of the awareness statements. The Security Forces, Pass and Registration Office, upon issuance of the appropriate badge for AF Form 2586, will provide the original completed AF Form 2586 to the individual receiving the badge. The original form shall be given to the Contracting Officer for accountability. The Prime Contractor shall also request AF Form 75, Visitor/Vehicle Pass or DD Form 2220, DoD Registered Vehicle, for vehicle decals when the AFMC Form 496 is submitted. To obtain the vehicle decal from the Security Forces, Pass and Registration Office, the Contractor shall produce:

a. A valid driver's license.

b. Proof of financial responsibility of insurance, which meets the minimum requirements of the contract clause, entitled "Required Insurance."

c. Current vehicle registration.

d. Proof of Davis County emissions certification if the vehicle is not registered in a county within the State of Utah, which requires emissions testing.

(5) Follow the guidance in AF I31-101 VOLUME 1 , The Installation Security Program, when work under this contract requires entry to controlled areas. The Contractor will complete an AF Form 2586 for one prime contractor employee. That employee will act as escort for all other prime and subcontractor employees. Contractor employees with controlled area badges are required to escort contractor employees without badges, at all times, in and out of controlled areas. If it becomes necessary to establish a free zone for the Contractor, it must be approved in writing by the installation commander. The free zone must have clearly defined boundaries. It is recommended the free zone begin at some point in the boundary of the controlled area, which enables entry by the Contractor and other authorized personnel. The free zone must be closed during non-duty hours. The boundaries of the free zone must be under surveillance by the OPR for the area or designated responsible activity. The contractor shall not permanently alter any surface in the controlled area when establishing a free zone such as drilling holes in pavements for temporary fencing or drilling holes in walls and floors for other barriers.

(6) When contract performance requires unescorted entry (no access to classified information) to a "Restricted Area" on a military installation, contractor personnel requiring unescorted entry must meet the investigative requirements of AF I31-501 , USAF Personnel Security Program. Contractor employees not meeting these requirements will be provided escort as determined by the Contracting Officer in

SECTION 01 00 00 Page 10 coordination with the Chief, Security Forces Division of the military installation involved.

(7) Any non-US citizen not in possession of a "Green Card" will not be allowed access on base without the Contracting Officer first clearing the employee through the Foreign Disclosure Office OO-ALC/LGMS, Bldg 1234, (801)-586-0347 or (801)-586-0387.

(8) Contractor employees, at all times while on a military installation, shall wear visible contractor-provided identification either as a part of, or attached to, their outer clothing. The identification shall clearly identify the individual as being a contractor employee.

(9) During performance of the contract, the Contractor shall be responsible for obtaining required identification for newly assigned personnel, and for prompt return of credentials and vehicle registration decals to the Security Forces, Pass and Registration Office, for any employee who no longer requires access to the work site.

(10) At the termination or completion of the contract, or upon the expiration of credentials (if any such expirations are specified), the Contractor must be sure that all base identification credentials and vehicle registration decals for all contractor and subcontractor employees are returned to the Contracting Officer.

(11) Prior to submitting an invoice for final payment, the Prime Contractor shall obtain a clearance certification from the contracting officer which states that all base identification credentials and vehicle decals have been returned or "accounted for." This certification shall be attached to the final invoice at the time of submittal for payment. Failure to comply with these requirements will result in withholding final payment.

(12) If it becomes necessary for the Contractor to enter any unmanned base entry gate, they must first contact 75 SFS/SFO at 777-5531. If the Contractor assumes custody or control of a particular gate they will insure:

a. Only cleared contractor personnel for that respective project gain access to the base through that gate.

b. Lock and Key Control will be established in such a manner as to clearly define an audit trail of who have keys to the gates and the times the gates are opened and closed, 24 hours a day.

1.14.2 Explosive Safety

(1) Contractor will be required to attend an initial explosive safety briefing. The class is conducted every Monday @ 2:30 P.M. in Bldg 383, Room 227. No sign up is needed.

(2) Smoking by any personnel is not permitted within the explosive area or free zone.

(3) Any open flame or welding requires a permit from wing safety and fire dept.

(4) All personnel must follow posted speed limits, and are not to

SECTION 01 00 00 Page 11 stray outside of the established free zone.

(5) No cameras or picture taking is permitted.

(6) Contractor and his personnel, must maintain a clean/combustion free worksite.

1.14.3 Protection

Protection to Contractor personnel or their equipment cannot be provided by the Government at the worksites nor at the travel routes to/from the worksites.

1.15 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS for all safety requirements.

1.16 AFTER AWARD DOCUMENTS

a. After AWARD the Government will provide to the Contractor, without charge, one copy of the AWARD CD with drawings & specifications, which shall include downloadable submittal register program, original solicitation drawings and specifications plus all Amendments.

1.17 MONTHLY SAFETY INSPECTION

A monthly on-site inspection will be made by the insurance carriers of the prime and subcontractors. The Contractor's safety program will be reviewed and a meeting will be held with the Contracting Officer's Representative to discuss the job-site safety. A written report will be made by the Contractor stating the results of the inspection and the action taken.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 00 00 Page 12

SECTION 01 11 00

SUMMARY OF WORK

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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Method Of Procedure (MOP); G

ASI Requests; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

a. General. The scope of this project includes the procurement and construction for a generator system upgrade at DISA DECC Ogden Bldg.

891, Hill AFB, UT. The generator upgrade project will replace the existing 480 V emergency generator system, automatic transfer switches and 12.47 kV building services with a new 12.47 kV emergency generator and building service system. The upgrade will include three new 2500 kW, outdoor, 12.47 kV emergency standby rated generators (with an option of a 4th), with paralleling switchgear and double-ended utility distribution switchgear, and redundant building services transformers for critical and essential loads. Building service transformers A and C will be replaced with new Government-furnished 3000 kVA transformers and existing building service transformers B and D will be re-used.

The new 12.47 kV generator system will include a user adjustable automatic sequence of operations, a system simulator and permanent load bank. Utility power and standby power must be maintained at the facility during the installation and tie-over of the new 12.47 kV generator and distribution system in accordance with the project construction sequence. A new aboveground 30,000 gallon fuel storage tank and pumping system will be located adjacent to the generators to provide fuel for the new diesel generators.

b. Generators. The salient design features required to support the Government air quality permitting process shall be provided for the actual generators approved for purchase in a timely manner to support the generator operation testing and commissioning schedule

SECTION 01 11 00 Page 1 requirements.

c. Utility Feeders. The electrical service to Hill AFB Building 891 includes two 12.47 kV services provided by the electrical utility company City Light & Power (CLP). The two 12.47 kV utility services are routed to the facility and terminate at the four existing base owned building service transformers. Installation or modification of any existing exterior electrical service shall be coordinated with the system owner, CLP, and the 75th CES Exterior Electrical shop, including scheduling all tie-in and testing activities. Notification of all installation, modification and planned downtime on the exterior electrical service shall be scheduled and coordinated in advance in accordance with the specifications.

Newly installed system infrastructure and modifications of or connections to existing system infrastructure identified in the specifications and drawings must be coordinated with the utility owner prior to the contract start date. The utility owner must be integrated into the design, inspection of construction, tie-in to existing utilities and conveyance of any exterior utilities. The preferred process for connecting facilities is to request that the utility owner install the required connecting facilities up to a point of demarcation to be identified by the Government, as a connection charge. Any fees associated with connecting contractor-constructed infrastructure to the utility owner's system must be negotiated with the utility owner. All work on the system or facilities expected to connect to the system shall comply with the utility owner's specifications and construction standards. In no event shall a contractor cap, connect to, or otherwise touch the utility owner's infrastructure without the utility owner's express written permission.

d. Existing Utilities.

(1) Communications line. New underground ductbanks shall be routed under the existing communication ductbank without interrupting the communication line

(2) Water line. An existing water line shall be relocated as shown on the drawings and in accordance with the local water and sewer utility provider American Water's specifications and design standards. Installation or modification of any existing underground utility water service shall be coordinated with the system owner, American Water. Notification of all installation, modification and planned downtime on the underground utility water service shall be scheduled and coordinated in advance in accordance with the specifications.

e. Building Service Transformers and Connections. This project includes four separate feeders into Building 891.

(1) Transformer A is a 12.47 kV-480/277, 3 MVA Government Furnished Contractor Installed (GFCI) transformer that replaces the existing transformer A. New busway and supports shall be installed from transformer A secondary to existing 480V switchgear A located in electrical room 153. The associated ATS shall be de-installed and removed.

(2) Transformer C is a 12.47 kV-480/277, 3 MVA Government Furnished Contractor Installed (GFCI) transformer that replaces the existing

SECTION 01 11 00 Page 2 transformer C. New busway and supports will be installed from transformer C secondary to existing switchgear C. Where busway C runs parallel with busway D into the building the existing busway supports are designed to accommodate busway C. The design and installation of existing busway supports parallel with busway D and switchgear C are part of a parallel project. The associated ATS shall be de-installed and removed.

(3) Transformer B is an existing 12.47 kV-480/277, 3 MVA pad mount transformer. The existing ATS shall be modified to serve as a transition ("tap box") from the existing transformer secondary connections (480V) to the existing bus duct.

(4) Transformer D is an existing 12.47 kV-480/277, 2.5 MVA pad mount transformer. The existing ATS shall be modified to serve as a transition ("tap box") from the existing transformer secondary connections (480V) to the existing bus duct.

f. Demolition. Existing equipment and systems to be removed are shown on the demolition drawings. All demolition activity shall be coordinated and approved by the contracting officer before any work begins.

Demolition of the existing generators and fuel system shall not commence until after beneficial occupancy. Transformers A, C, and the spare transformer next to A shall be turned over to the Government for return to the utility CLP. Generators removed are to be sold by the Contractor and return 90 percent of the commission to the Government.

g. Existing Bldg. 891 Building Automation System (BAS). In accordance with the applicable portions of the attached Div 25 Integrated Automation specification all installation , connection of new equipment, and maintenance of BAS systems and components shall be conducted by the existing enterprise BAS Service Provider. The existing Bldg. 891 BAS shall be updated to monitor the new generator control system, fuel system and the outdoor generator/switchgear enclosure HVAC systems.

1.3 WORK SCHEDULING

Normal duty hours for work are from 6:00 a.m. to 4:30 p.m., Monday through Thursday. Days specifically excluded are Saturday, Sunday, and federal holidays. All work shall occur during Normal Work Days/Hours. Some features of work may require activities to be performed outside of normal duty hours. Requests for additional work requires written approval from the Contracting Officer 2 weeks in advance of the proposed work period.

All work shall comply with the DISA Electrical Safety Program, provided as Attachment D to this specification.

1.4 OCCUPANCY OF PREMISES

Buildings 891 and 880 will be occupied and providing world-wide support to critical Department of Defense missions on a 24/7/365 basis during performance of work under this Contract. Electrical and mechanical systems are powered from dual, redundant sources. This allows for de-energization of one circuit at a time for the purpose of installation and maintenance activities with prior, approved coordination. All de-energization requests shall conform to the requirements of paragraph HAZCONS below. AT NO TIME SHALL THE CONTRACTOR PURPOSLY DE-ENERGIZE, OR

CAUSE TO BE DE-ENERGIZED, ANY ELECTRICAL CIRCUIT WITHOUT PRIOR APPROVAL.

SECTION 01 11 00 Page 3

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.5 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.

1.6 ON-SITE PERMITS

1.6.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer in accordance with the paragraph HAZCONS below. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.6.2 Borrow, Excavation, and Welding Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Borrow Permits 30 calendar days prior to work

TBD

Excavation Permits 30 calendar days prior to work

TBD

Welding Permits 30 calendar days prior to work

TBD

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted at the project site.

SECTION 01 11 00 Page 4

1.7 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 30 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 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.

1.7.1 Notification Prior to Excavation

Notify the Contracting Officer at least 21 days prior to starting excavation work. See paragraph EXCAVATION PERMITS in Section 01 00 00 GENERAL REQUIREMENTS for details.

1.8 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the following materials and equipment for installation by the Contractor:

DESIGNATION NO. DESCRIPTION QUANTITY

TR-A, TR-C 3 MVA 12.47 kV-480V Transformer

1.8.1 Delivery Schedule

Materials and equipment will be available on or after 30 calendar days after the award of contract.

1.8.2 Delivery Location

The GFCI transformers are located at Bldg. 891.

SECTION 01 11 00 Page 5

PART 2 PRODUCTS

Submit all materials to be used or installed under this contract in accordance with the applicable specification.

PART 3 EXECUTION

3.1 HAZCONS

3.1.1 Definition

DISA utilizes the term Hazardous Condition (HAZCON) to describe when a given facility is operating in a decreased state of reliability or operational ability. Bldg. 891 utilizes a Tier III architecture to provide redundant sources of electrical power and chilled water supporting mission equipment. A HAZCON is defined as an operationally (not safety) hazardous condition in which critical or essential loads normally fed by redundant sources are limited to one power source or subjected to a single point of failure. Examples of HAZCONS in, but are not limited to:

a. De-energizing any electrical circuit.

b. Disconnecting, or otherwise making unavailable any chilled water source supporting critical loads.

c. Opening equipment covers to energized parts for inspection (i.e.

circuit breaker panel covers, equipment covers and doors, control circuit covers, etc.).

d. Modifying equipment/raceway enclosures. This includes boring/cutting into existing vaults, manholes, and raceways.

DISA Facilities Engineering or local Bldg. 891 Facilities Management personnel shall determine whether a feature of work constitutes a HAZCON or not. No unscheduled outages of any equipment shall occur without prior approval from the Government. Construction activities shall include all sequencing to permit the existing minimally required systems to continue operating without interruption of service. Service must be maintained 7-days per week, 24-hours per day (7/24). A sequence of events shall be established to insure that no service interruption to the building critical and essential systems will occur during installation of the new and removal of the existing electrical distribution system.

3.1.2 Method of Procedure

Prior to requesting approval for features of work requiring a HAZCON, the Contractor shall submit a Method of Procedure (MOP) detailing the steps taken to accomplish the work while minimizing risk to mission loads. MOPs shall provide a detailed, step-by-step, sequence of events that address steps to accomplish work, safety, operational availability, contingency back-out plan to restore the system to an operational state, and coordination procedures. A representative MOP is attached to this specification Section. MOPS MUST be submitted and approved by the government PRIOR to submitting any HAZCON requests. Contractors are strongly encouraged to coordinate MOPs for approval well in advance of the ASI request.

It is permissible for the contractor to intentionally place the site in a HAZCON to support the installation sequence with prior DISA approval. All

SECTION 01 11 00 Page 6 work falling into this category SHALL be coordinated via Authorized Service Interruption (ASI). ASI requests shall be submitted to the Government 30 calendar days in advance. ASI requests shall include, but not be limited to:

a. The Government-approved MOP for the work to be performed.

b. Date of the request.

c. Description of the work to be performed.

d. Affected equipment.

e. Date(s) requested for the HAZCON condition.

f. Beginning and ending times for the HAZCON condition.

ASI requests do not guarantee acceptance by DISA operations. The request period should be sufficient but approval is based on operations acceptance and real world conditions. Historically, ASI requests are difficult to obtain during the timeframe 1 Sep to 31 Oct. The possibility always exists that an approved ASI can be canceled at the last minute due to mission requirements. Normally, HAZCONs shall only be allowed to occur on weekends or at night.

3.2 SECURITY

All work shall be UNCLASSIFIED. All documents, both hardcopy and electronic media, shall be clearly marked, "UNCLASSIFIED - For Official Use Only" centered at the upper-most and lower-most positions of each printed page and prominently marked on each Compact Disk (CD). All information relating to the project must be protected against release to the general public. Hardcopies of documents and media, including CD's, shall be shredded before disposal.