2066_3MAY16.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

USDA FOREST SERVICE

KERN RIVER RANGER DISTRICT

ADMINISTRATION BUILDING AND WAREHOUSE

RELOCATION

USDA FOREST SERVICE

KERNVILLE, CALIFORNIA

PROJECT NO. 145952

SPECIFICATION NO. 2066

DESIGN FILE NO. KE1-25-0522

USDA FOREST SERVICE KERN RIVER RANGER DISTRICT 2066

ADMINISTRATION BUILDING AND WAREHOUSE RELOCATION

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 13 00 FURNITURE, FIXTURES AND EQUIPMENT RELOCATION

01 14 00 WORK RESTRICTIONS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

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 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13 ASBESTOS ABATEMENT

02 83 13 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00 CONCRETE ACCESSORIES

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00 CONCRETE FINISHING

03 39 00 CONCRETE CURING

03 40 00 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 73 00 MANUFACTURED STONE VENEER

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 18 00 GLUED-LAMINATED CONSTRUCTION

06 20 00 FINISH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

06 41 16 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

06 64 00 FIBER REINFORCED PANELS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 27 10 BUILDING AIR BARRIER SYSTEM

07 46 46 FIBER CEMENT SIDING

07 60 00 FLASHING AND SHEET METAL

07 61 14 STEEL STANDING SEAM ROOFING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 36 13 SECTIONAL OVERHEAD DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 52 00 WOOD WINDOWS

08 60 45 SKYLIGHTS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 54 26 LINEAR WOOD CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPETING

09 72 60 TACKABLE WALLCOVERING

09 77 10 ADHERED WOOD VENEER PANEL SYSTEM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00 INTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

DIVISION 11 - EQUIPMENT

11 31 13 ELECTRIC KITCHEN EQUIPMENT

11 52 13 PROJECTION SCREENS

DIVISION 12 - FURNISHINGS

PROJECT TABLE OF CONTENTS Page 2

12 51 00 OFFICE FURNITURE

12 59 00 SYSTEMS FURNITURE

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 01 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00 COMMISSIONING OF HVAC SYSTEMS

23 11 25 FACILITY GAS PIPING

23 23 00 REFRIGERANT PIPING

23 54 16 HEATING SYSTEM; GAS-FIRED HEATERS

23 82 02 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 INSULATED WIRE AND CABLE

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 13 POWER MONITORING SYSTEM

26 09 23 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 28 01 COORDINATED POWER SYSTEM PROTECTION

26 31 00 SOLAR PHOTOVOLTAIC (PV) COMPONENTS

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 13 00 ACCESS CONTROL SYSTEM

28 20 01 ELECTRONIC SECURITY SYSTEM

28 23 23 CLOSED CIRCUIT TELEVISION SYSTEMS

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

PROJECT TABLE OF CONTENTS Page 3

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

31 23 00 EXCAVATION AND FILL

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

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

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACE COURSE

32 16 13 CONCRETE SIDEWALKS, WALKWAYS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 19 SEEDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAINAGE SYSTEM

33 51 15 NATURAL-GAS / LIQUID PETROLEUM GAS DISTRIBUTION

33 56 53 PRESSURE VESSELS FOR STORAGE OF COMPRESSED GASES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 SUBMITTALS

1.5 SCRAP MATERIAL

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.7 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 Temporary Power and Lighting

1.8.2 Construction Equipment

1.8.3 Circuit Protection

1.9 UTILITIES

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

1.10.2 The Prime Contractor's Superintendent

1.10.3 Activity Hazard Analysis

1.10.4 Violations

1.10.5 Elevated Work Areas

1.10.5.1 Protection

1.10.5.2 Guard Rails

1.10.6 Fire Prevention

1.10.6.1 Inspections

1.10.7 Recordkeeping/Reporting Requirements

1.10.8 Accident Reporting

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.12 EXCAVATION PERMITS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 EQUIPMENT DATA FORM

1.15 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.16 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

1.17 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.18 WARRANTY OF CONSTRUCTION

1.19 NON CONTRACT WORK

1.20 DAMAGE TO ROADS

1.20.1 Documentation Regarding Potential Damage to Access Routes

1.20.1.1 Preconstruction Access Road Survey

1.20.1.2 Post-Construction Access Road Survey

1.21 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

2.2 GOVERNMENT-FURNISHED EQUIPMENT

SECTION 01 00 00 Page 1

2.2.1 Delivery Schedule

2.2.2 Delivery Location

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

04/15

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this section and all costs in connection therewith will be considered a subsidiary obligation.

1.2 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 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) 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. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

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

1.3 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

SECTION 01 00 00 Page 3 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/

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

1.4 SUBMITTALS

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

submittals not having a designation are for information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey

Postconstruction Access Road Survey

Activity Hazard Analysis

Qualifications for Safety and Health Person(s); G

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.

1.5 SCRAP MATERIAL

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

SECTION 01 00 00 Page 4

1.6 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer 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.

1.7 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.

1.8 TEMPORARY ELECTRIC WIRING

1.8.1 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.

1.8.2 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.

1.8.3 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.

SECTION 01 00 00 Page 5

1.9 UTILITIES

Care must be taken to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the contract will be made under the applicable CONTRACT CLAUSES, Section 00 73 00.

1.10 GENERAL SAFETY REQUIREMENTS

1.10.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract Clauses, Section 00 73 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable.

1.10.2 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.

1.10.3 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.

1.10.4 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.

1.10.5 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

SECTION 01 00 00 Page 6 the Contracting Officere. 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.

1.10.5.1 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.

1.10.5.2 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 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.

1.10.6 Fire Prevention

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.

1.10.6.1 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.

SECTION 01 00 00 Page 7

1.10.7 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.

1.10.8 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 subcontractor reports.

1.11 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages affecting the town of Kernville or the USFS Kernville Work Center must be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures must be scheduled as far in advance as possible with the Contracting Officer and in no case less than 14 days before the outage or closure. Obtain in writing from the Contracting Officer a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage.

Strictly observe such schedules and will be held responsible for any violations.

1.12 EXCAVATION PERMITS

All excavation permits will be issued to the Contractor through the Contracting Officer. The appropriate form, for this request, may be obtained from the Contracting Officer. Processing time required is 14 calendar days. Questions concerning the excavation permit should be directed to the Contracting Officer.

a. General:

Reference is made to the article of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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:

a. 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.

SECTION 01 00 00 Page 8

b. 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.

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 progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

STATE CALIFORNIA

INSTALLATION/NOAA STATION KERN RIVER PH3

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

5 5 5 2 1 0 1 1 1 1 3 4

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.

1.14 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00 73 00, submit CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and must submit these forms with the modification proposals. A sample form is at the end of this section.

1.15 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

a. Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2.

Testing for official results must be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, adhere to the following requirements:

b. In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on a Department of Defense (DoD) Installation. The service permit must be obtained from the appropriate U.S. Army Command through the Contracting Officer's Representative. Notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on a DoD Installation in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

c. Provide a copy of any Nuclear Regulatory Commission (NRC) licenses per

SECTION 01 00 00 Page 9 the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the DoD installation by the Contractor and/or subcontractors. These licenses must be provided to the Contracting Officer, before the radioactive sources is allowed on the DoD installation.

1.16 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS

a. Full-time, on-site, safety coverage by contractors must be required for the life of the contract.

b. The following conditions must be met:

(1) Employ, to cover all hours of work at the project site(s), at least one safety and health person to manage the safety program;

duties which are not germane to the safety program must not be assigned to this person(s). The principal safety and health person must report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) must have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) must not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) must have a degree in engineering or safety in at least a four year program from an accredited school and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) must have legal registration as a Professional Engineer or a Certified Safety Professional and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) must have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and must have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three (3) years unless at least fifty

(50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) must have been engaged in safety and occupational health for at least five

(5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction.

SECTION 01 00 00 Page 10

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) must be furnished to the Contracting Officer for acceptability and a functional description of duties must be provided prior to the pre-work conference.

NOTE: Provide one or more Safety and Health Persons, each of whom meets the qualifications of b. (2) Qualifications for Safety and Health Person(s), physically present on the actual site of the work whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language must not be interpreted to contravene this note.

1.17 COLOR SCHEME FOR CONTRACTOR FACILITIES

All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site must be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.18 WARRANTY OF CONSTRUCTION

a. Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) Warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph above.

b. Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of SECTION 00 73 00, Paragraph, SECTION 01 00 00 Page 11

WARRANTY OF CONSTRUCTION, of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with Section 00 73 00, Paragraph, WARRANTY OF CONSTRUCTION.

c. Equipment Warranty Identification Tags. Provide warranty identification tags on all equipment installed under this contract.

d. Contractor's Response to Warranty Service Requirements. The following warranty service requirements are applicable to this contract.

Following notification by the Contracting Officer or the Contracting Officer's Representative, respond to a warranty service requirement identified by the Contracting Officer's Representative in accordance with the "Warranty Service Priority List" of this program. This list prioritizes warranty work into the categories:

First Priority 1A. Perform on site inspection to evaluate situation, determine course of action, initiate work within 24 hours and work continuously to completion or relief.

Second Priority 1B. Perform on site inspection to evaluate situation, determine course of action, initiate work within 48 hours and work continuously to completion of relief.

Third Priority. All other work to be initiated within 5 work days and work continuously to completion or relief.

The "Warranty Service Priority List" must be compiled by the Contractor and approved by the Contracting Officer.

Should parts be required to complete the work and the parts are not immediately available provide the Contracting Officer's Representative with firm written proposals for emergency alternatives and temporary repairs for Government participation within 12 hours after arrival at the job site, and provide emergency relief until the required parts are available on site for the Contractor to perform permanent warranty repair. Include a firm date and time that the required parts must be available on site to complete the permanent warranty repair. The Contracting Officer's Representative will evaluate the proposed alternatives and negotiate the alternative considered to be in the best interest of the Government to reduce the impact of the emergency condition. Alternatives considered by the Contracting Officer's Representative will include the alternative for the Contractor to "Do Nothing" while waiting until the required parts are available to perform permanent warranty repair. Negotiating a proposal which will

SECTION 01 00 00 Page 12 require Government participation and the expenditure of Government funds must constitute a separate procurement action by the using service.

1.19 NON CONTRACT WORK

Do not perform any work or erect any structure for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.20 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to leaving the project, he must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in section 01 50 00 TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

1.20.1 Documentation Regarding Potential Damage to Access Routes

Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Preconstruction Access Road Survey and the Post-Construction Access Road Survey. Include the procedures to follow in conducting the surveys.

1.20.1.1 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video must be digital format. Photographs must be 3 X 5 inch prints.

1.20.1.2 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.21 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, must determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this contract, such suspension, delay, or interruption must be considered as if ordered by the Contracting Officer in the administration of this contract under the terms of the SUSPENSION OF WORK clause of this contract, see Section 00 73 00. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment must be made for any

SECTION 01 00 00 Page 13 increase in the cost of performance of this contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigations", as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the following:

a. One set of "as-designed" electronic CADD drawing files in the specified software and format, revised to reflect all amendments, to enable preparation of the as-built record drawings.

b. A submittal register data file in comma separated value (CSV) format for import into the Resident Management System (RMS).

c. Informational copies of the contract specifications and drawings, the original solicitation drawings and specifications, plus all amendments in Portable Data Format (PDF).

2.2 GOVERNMENT-FURNISHED EQUIPMENT

Pursuant to Contract Clause "FAR 52.245-1, Government Property", the Government will furnish the equipment per Section 01 13 00 FURNITURE, FIXTURES AND EQUIPMENT RELOCATION for installation by the Contractor.

Quantities are indicated for the listed items. Quantities stated are all that will be furnished by the Government.

2.2.1 Delivery Schedule

Notify the Contracting Officer in writing at least 30 calendar days in advance of the date on which the materials and equipment are required.

Pick up materials and equipment no later than 5 calendar days after such date.

Materials and equipment will be available on or after 5 calendar days after substantial completion and acceptance by the Government of the USFS engine station.

2.2.2 Delivery Location

The equipment to be moved as part of the base proposal is located at USFS Kern River Ranger District Lake Isabella facility, 4875 Ponderosa Dr, Lake Isabella, CA 93240 and must be delivered to the location of the newly constructed USFS Administration Building & Warehouse located at the USFS Kernville Work Center, Kernville, CA. The equipment to be moved under the optional proposal is located at the USFS Kern River Ranger District - Kernville Office, 105 Whitney Road, Kernville, CA 93238 and must be delivered to the newly constructed USFS Administration Building.

SECTION 01 00 00 Page 14

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five half-size and two full sizehard copy sets from the PDF contract drawings and five hard copies from the PDF contractspecifications. Provide these documents within 5 work days of the NTP execution. The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched with posts.

-- End of Section --

SECTION 01 00 00 Page 15

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 13 00

FURNITURE, FIXTURES AND EQUIPMENT RELOCATION

02/16

PART 1 GENERAL

1.1 SCOPE OF WORK

1.2 ADMINISTRATIVE REQUIREMENTS

1.2.1 Pre-Move Meetings

1.2.2 Scheduling

1.3 SUBMITTALS

1.4 QUALITY CONTROL

1.4.1 Security

1.5 DELIVERY, STORAGE AND HANDLING

1.6 PROJECT/SITE CONDITIONS

PART 2 PRODUCTS

2.1 BOXES

2.2 OTHER PACKING AND TRANSPORTING MATERIALS

PART 3 EXECUTION

3.1 PREPARATION

3.2 EXECUTION

ATTACHMENTS:

Attachment 1

Attachment 2

SECTION 01 13 00 Page 1

SECTION 01 13 00

FURNITURE, FIXTURES AND EQUIPMENT RELOCATION

02/16

PART 1 GENERAL

1.1 SCOPE OF WORK

Scope of work of this section includes but is not limited to:

A. Examine, prepare, pack, load, transport, unload, place and unpack all furniture, equipment, tools and incidentals from the USFS Lake Isabella Office, 4875 Ponderosa Drive, Lake Isabella, CA, 93240 to the new administration and warehouse buildings, as inventoried in Attachment 1 at the end of this specification section.

B. Option: Examine, prepare, pack, load, transport, unload, place and unpack all furniture, equipment, tools and incidentals from the USFS Kernville Office, 105 Whitney Road, Kernville, CA, 93238 to the new administration and warehouse buildings as inventoried in Attachment 2 at the end of this specification section.

C. Provide moving boxes to USFS staff at each building for USFS to pack their own papers and personal affects. Load, transport, unload and place all USFS-packed moving boxes.

D. All computers, monitors, keypads and mice will be packed, moved and reinstalled by the government.

E. Provide all personnel, tools, equipment, packing materials, hand trucks, moving vehicles and incidentals required to safely carry out the work of this section.

1.2 ADMINISTRATIVE REQUIREMENTS

1.2.1 Pre-Move Meetings

At least 30 days in advance of initiating packing and moving activities, meet with Contracting Officer to review packing and moving procedures, coordinate access to existing occupied offices and coordinate suitability of new buildings to receive materials.

1.2.2 Scheduling

Coordinate schedule of packing, transport and unpacking/installation with USFS activities and with work of other trades in preparing new buildings to receive materials. At a minimum, include time for USFS to pack personal affects and papers, time for Contractor move preparation and packing, time for actual relocation, time for unpacking and final placement in new construction, time for clean up and disposal of packing materials, time for punch list inspection by Contracting Officer. Show distinct timelines for move from the USFS Lake Isabella office and from the USFS Kernville office.

1.3 SUBMITTALS

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

SECTION 01 13 00 Page 2 submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Moving Plan; G

1.4 QUALITY CONTROL

1.4.1 Security

A. Supply in writing all names of moving staff 48 hours in advance of any shift. Ensure that all moving staff/subcontractors wear an identifying uniform at all times during the removal. Adhere to any reasonable request by Contracting Officer concerning security.

B. Upon request, provide full details of all employees that are to be engaged by the mover.

C. Be wholly responsible for the actions or omissions of any person or persons, including, without limitation, subcontractors or temporary workers employed or utilized by the mover.

D. Be responsible for security of offices being vacated and for materials in transit at all times. Provide additional staff as required to monitor building entry doors and partially loaded and/or unloaded moving vehicles during all moving operations.

1.5 DELIVERY, STORAGE AND HANDLING

See Part 3 Execution.

1.6 PROJECT/SITE CONDITIONS

Do not conduct moving operations in inclement weather.

PART 2 PRODUCTS

2.1 BOXES

Provide the following sizes and quantities of new cardboard moving boxes for use by USFS personnel to pack books, papers, maps, personal effects and other loose materials in advance of the move. Provide sufficient packing tape, packing materials and adhesive labels for use by USFS personnel.

Deliver all boxes and packing materials to the Isabella office and the Kerniville office as indicated below:

Isabella Office (Base Proposal)

Kernville Office (Option)

Staff Boxes:

Small Boxes (16"x12"x12") 192 192

SECTION 01 13 00 Page 3

Isabella Office (Base Proposal)

Kernville Office (Option)

Medium Boxes (18"x18"x16") 144 144

Large Boxes (18"x18"x24") 96 96

File Boxes (10"x12"x15") 96 96

Misc. Room Boxes:

Small Boxes (16"x12"x12") 70 50

Medium Boxes (18"x18"x16") 56 40

Large Boxes (18"x18"x24") 42 30

File Boxes (10"x12"x15") 70 50

2.2 OTHER PACKING AND TRANSPORTING MATERIALS

Provide all other boxes, crating, bubble wrap, plastic wrap, cardboard, moving blankets, straps and other moving accessories required to carry out the removal, transport and reinstallation of all materials.

PART 3 EXECUTION

3.1 PREPARATION

A. Prepare and submit a Moving Plan including schedule, sequencing, procedures, personnel, safety, security, notifications, inspections and damage control.

B. Prepare for and administer Pre-Move Meeting. Establish schedule milestones. Establish appropriate access points at each building, loading areas, staging areas. Review safety and security measures required by each party. Coordinate with and cooperate with Contracting Officer and USFS personnel at all times.

C. Provide specified number of moving boxes to each building from which materials will be moved. Provide labeling materials and directions on how to coordinate identification of target destinations for all personnel boxes.

3.2 EXECUTION

A. When notified by Contracting Officer that USFS personnel are ready for move to commence, begin on-site move preparation work in a timely manner.

B. Disassemble items as required for transport. Carefully detach materials which are mechanically attached to floors, walls and ceilings. Retain attachment hardware. Provide all wrapping, strapping, blocking, bracing, labeling and loading required for transport.

SECTION 01 13 00 Page 4

C. Provide transport of all items indicated in Attachments 1 and 2, and all USFS-packed personnel moving boxes. Keep all USFS materials free of dirt, dust, water and other contaminants.

D. Provide "lost and found" area within each building where untagged boxes, items or equipment can be placed/searched for.

E. Once transported to designated locations, unload, move to designated rooms, unpack, re-assemble and position as directed.

F. Remove all packaging and debris and legally dispose. Recycle as much packing material as practical.

G. Clean all USFS items of any residue due to transport. Clean surrounding floor, wall, ceiling, door surfaces as required. General cleaning of USFS Lake Isabella office and USFS Kernville office after relocations is not required.

H. Notify Contracting Officer of readiness for punch list inspection.

Correct all punch list items to satisfaction of Contracting Officer.

SECTION 01 13 00 Page 5

01 13 00 - ATTACHEMENT 1:

Lake Isabella Inventory & Photos

Room Photo

ID

Quan Item Description Width Depth Height Lbs Finish Notes

Fire Prevention Bldg 9 1 Desk, double pedestal 72 36 30 140 steel, tan

Fire Prevention Bldg 1 1 Desk, double pedestal 72 36 30 140 steel, grey

Fire Prevention Bldg 1 1 letter file 15 28 58 140 steel, tan 5 drawer

Fire Prevention Bldg 2 1 semi circular table 60 30 30 90 P.L.

Fire Prevention Bldg 2 1 table 36 13 30 40 wood

Fire Prevention Bldg 3 1 map file 20 20 30 25 wood

Fire Prevention Bldg 3 4 storage cabinet 33 13 17 40 steel, tan stacked 4 high on 10"base

Fire Prevention Bldg 2 1 machine table 32 20 30 40 P.L.

Fire Prevention Bldg 5 1 bookcase 48 12 84 90 maple

Fire Prevention Bldg 4 1 storage cabinet 36 89 79 100 steel, tan Sanduskey

Fire Prevention Bldg 4 1 letter file 15 28 58 140 steel, tan

Fire Prevention Bldg 1 1 task chair 50 blue

Fire Prevention Bldg 6 1 task chair 50 black

Fire Prevention Bldg 1 1 task chair 50 burg

Fire Prevention Bldg 2 1 task chair 50 blue

Fire Prevention Bldg 6 1 table 23 21 26 30 wood

Fire Prevention Bldg 9 2 guest chair 50 grey

Fire Prevention Bldg 2 1 task chair 50 tan

Fire Prevention Bldg 1 1 tackboard/whiteboard 36 24 5

Fire Prevention Bldg 2 1 framed map 42 60 5 oak

Fire Prevention Bldg 5 1 printer 20

USDA Forest Service, Kern River Ranger District (USACE) - FF&E inventory - Lake Isabella Offices

Photo

ID

Quan Item Description Width Depth Height Lbs Finish Notes

USDA Forest Service, Kern River Ranger District (USACE) - FF&E inventory - Lake Isabella Offices

1(Donna) 10/11 1 desk, rt.