FA5205-11-R-0001_ Atch1.pdf

Attachment 1 Contract No.

Solicitation No. FA5205-11-R-0001

SABER

SIMPLIFIED ACQUISITION OF BASE ENGINEERING

REQUIREMENTS

VOLUME I

TECHNICAL SPECIFICATIONS

18 April 2011

MISAWA AIR BASE

JAPAN

SABER CONTRACT SPECIFICATION

INDEX

DIVISION 1 GENERAL

SECTION 01010 SUMMARY OF WORK

SECTION 01011 SAFETY ENGINEERING AND MAINTENANCE

SECTION 01030 SPECIAL PROJECT PROCEDURES

SECTION 01040 COORDINATION

SECTION 01070 ABBREVIATIONS AND SYMBOLS

SECTION 01300 SUBMITTALS

SECTION 01400 QUALITY CONTROL/CONSTRUCTION INSPECTION

SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY

FACILITIES

SECTION 01501 ENVIRONMENTAL PROTECTION

SECTION 01600 MATERIAL AND EQUIPMENT

SECTION 01650 STARTING OF SYSTEMS

SECTION 01660 TESTING ADJUSTING AND BALANCING

SECTION 01670 RECYCLED/RECOVERED MATERIALS

DIVISION 2 SITE WORK

SECTION 02220 SITE DEMOLITION

SECTION 02231 CLEARING AND GRUBBING

SECTION 02301 EARTHWORK FOR STRUCTURES AND PAVEMENTS

SECTION 02302 EXCAVATION, BACKFILLING, AND COMPACTING

FOR UTILITIES

SECTION 02325 DREDGING

SECTION 02510 WATER DISTRIBUTION SYSTEM

SECTION 02530 SANITARY SEWAGE

SECTION 02553 EXTERIOR UNDERGROUND STEAM DISTRIBUTION

(PREFABRICATED TYPE)

SECTION 02555 PREFABRICATED UNDERGROUND HEATING

DISTRIBUTION SYSTEM

SECTION 02630 STORM DRAINAGE

SECTION 02741 PAVEMENT REMOVAL AND REPLACEMENT

SECTION 02761 PAVEMENT MARKINGS

SECTION 02821 CHAIN LINK FENCE AND GATES

SECTION 02921 TURF

SECTION 02930 EXTERIOR PLANTS

DIVISION 3 CONCRETE

SECTION 03300 CAST-IN-PLACE CONCRETE

SECTION 03371 SHOTCRETE

DIVISION 4 MASONRY

SECTION 04200 UNIT MASONRY

SECTION 04230 REINFORCED MASONRY

DIVISION 5 METALS

SECTION 05120 STRUCTURAL STEEL

SECTION 05500 METAL FABRICATIONS

DIVISION 6 WOOD AND PLASTICS

SECTION 06100 ROUGH CARPENTRY

SECTION 06200 FINISH CARPENTRY

DIVISION 7 THERMAL AND MOISTURE PROTECTION

SECTION 07121 BUILT-UP BITUMINOUS WATERPROOFING

SECTION 07141 FLUID-APPLIED WATERPROOFING

SECTION 07216 LOOSE FILL INSULATION

SECTION 07232 CEILING, WALL, AND FLOOR INSULATION

SECTION 07240 EXTERIOR INSULATION AND FINISH SYSTEMS

SECTION 07410 METAL ROOF AND WALL PANELS

SECTION 07511 BUILT-UP ASPHALT ROOFING

(AGGREGATE SURFACED)

SECTION 07513 BUILT-UP ASPHALT ROOFING (MINERAL

SURFACED)

SECTION 07536 ETHYLENE PROPYLENE DIENE MONOMER

(EPDM) ROOFING

SECTION 07571 FOAMED ROOFING

SECTION 07600 FLASHING AND SHEET METAL

SECTION 07920 JOINT SEALANTS

DIVISION 8 DOORS AND WINDOWS

SECTION 08110 STEEL DOORS AND FRAMES

SECTION 08120 ALUMINUM DOORS AND FRAMES

SECTION 08210 WOOD DOORS

SECTION 08331 ROLLING SERVICE AND FIRE DOORS

SECTION 08342 STEEL SLIDING HANGAR DOORS

SECTION 08520 ALUMINUM WINDOWS

SECTION 08550 WOOD WINDOWS

SECTION 08710 DOOR HARDWARE

SECTION 08800 GLAZING

DIVISION 9 FINISHES

SECTION 09100 METAL SUPPORT ASSEMBLIES

SECTION 09151 CEMENT MORTAR AND WALL REPAIRS

SECTION 09205 FURRING AND LATHING

SECTION 09212 PLASTER AND STUCCO

SECTION 09250 GYPSUM BOARD

SECTION 09510 ACOUSTICAL CEILINGS

SECTION 09651 RESILIENT TILE FLOORING

SECTION 09655 RESILIENT SHEET FLOORING

SECTION 09680 CARPET

SECTION 09900 PAINTS AND COATINGS

DIVISION 10 SPECIALTIES

SECTION 10153 TOILET PARTITIONS

SECTION 10201 METAL (WALL) AND (DOOR) LOUVERS

SECTION l0400 IDENTIFICATION DEVICES

DIVISION 11 (not used)

DIVISION 12 FURNISHINGS

SECTION 12490 BLINDS, VENETIAN (AND AUDIO VISUAL)

SECTION 12500 SOLAR CONTROL FILM (THERMAL FILM)

DIVISION 13 SPECIAL CONSTRUCTION

SECTION 13121 PREENGINEERED METAL BUILDING (RIGID

FRAME)

SECTION 13122 PREENGINEERED METAL BUILDING (STRAIGHT

WALLS)

SECTION 13219 CLEANING PETROLEUM STORAGE TANKS

SECTION 13281 ENGINEERING CONTROL OF ASBESTOS

CONTAINING MATERIALS

SECTION 13283 REMOVAL AND DISPOSAL OF LEAD-CONTAINING

PAINT

SECTION 13283A LEAD BASED PAINT HAZARD ABATEMENT,

TARGET HOUSING & CHILD OCCUPIED FACILITIES

SECTION 13495 FIRE SUPPRESSION SPRINKLERS

SECTION 13851 EXTERIOR FIRE ALARM SYSTEM, CLOSED

CIRCUIT TELEGRAPHIC TYPE

SECTION 13852 INTERIOR FIRE DETECTION AND ALARM SYSTEM

SECTION 13853 FIRE ALARM SYSTEM, RADIO TYPE

SECTION 13930 WET-PIPE FIRE SUPPRESSION SPRINKLERS

SECTION 13966 HALON 1301 FIRE EXTINGUISHING

DIVISION 14 (not used)

DIVISION 15 MECHANICAL

SECTION 15050 BASIC MECHANICAL MATERIALS AND METHODS

SECTION 15080 MECHANICAL INSULATION

SECTION 15183 STEAM SYSTEM AND TERMINAL UNITS

SECTION 15192 FUEL OIL PIPING

SECTION 15194 AVIATION FUEL DISTRIBUTION AND DISPENSING

SECTION 15216 WELDING PRESSURE PIPING

SECTION 15400 PLUMBING SYSTEM

SECTION 15620 BOILER TUBE AND BRICKS

SECTION 15653 AIR CONDITIONING SYSTEM

SECTION 15950 HVAC TESTING/ADJUSTING/BALANCING

DIVISION 16 ELECTRICAL

SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS

SECTION 16234 DIESEL ENGINE-GENERATOR SET

SECTION 16272 THREE-PHASE PAD-MOUNTED TRANSFORMERS

SECTION 16301 OVERHEAD TRANSMISSION AND DISTRIBUTION

SECTION 16302 UNDERGROUND TRANSMISSION AND

DISTRIBUTION

SECTION 16360 SECONDARY UNIT SUBSTATIONS

SECTION 16402 INTERIOR DISTRIBUTION SYSTEM

SECTION 16450 GROUNDING

SECTION 16510 INTERIOR LIGHTING

SECTION 16520 EXTERIOR LIGHTING

01010-1

SECTION 01010

SUMMARY OF WORK

1.0 GENERAL INFORMATION:

1.1 PURPOSE: This is an indefinite delivery/indefinite quantity contract for construction efforts at Misawa AB, Japan. Construction projects will be awarded by individual task orders on an as needed basis. Projects will be in support of real property maintenance, repair, alteration, and new construction.

1.2 SABER TECHNICAL SPECIFICATIONS, VOLUME I: The Technical

Specifications, Volume I, are numbered and organized by Master Format

1995 from Unified Facilities Guide Specifications (UFGS). Division 1 covers base policy. All specifications are filed in division 2 through

16 as per UFGS guidelines.

1.2.1 The index to the Technical Specifications, Volume I, provides cross references to the Unit Price Book (UPB), Volume II. Some specifications are broad in scope covering several UPB designators.

Other specifications will not have UPB pricing information. These items are those which are special ordered items included under the provisions of non-priced work (see Section 01010, Para 1.4 below).

1.2.2 This specification is general in nature and not to be

considered complete.

1.3 UNIT PRICE BOOK (UPB), Volume II: The UPB, Volume II, contains pricing information for the description of work to be accomplished and for the unit of measure specified. Each item listed has two corresponding unit prices; one for regular timework and one for non-regular (see para. 4.1.1. and 4.1.2.). Prices shown include material cost, delivery, equipment, and labor for installation.

1.3.1 The UPB, Volume II, consists of Divisions 1 through 16 which are applicable to Divisions 1 through 16 of the SABER Construct

Technical Specifications, Volume I.

1.3.2. Regular Time Unit Price (REG TIME YEN) applies to the

contractor’s work to be performed during regular working hours of 6:00

A.M. to 6:00 P.M., Monday through Friday, including U.S. Legal Holidays.

1.3.3. Non-Regular Time Unit Price (NON-REG YEN) applies to the contractor’s work to be performed during non-regular working hours other than the regular working hours specified in paragraph 1.3.2.

1.3.4 Demolition rates (if applicable) are shown next to each item in UPB.

1.4 NON-PRICED ITEMS: Items not included in the UPB, but within the basic intent and general scope of the contract, may be negotiated and incorporated in a task order. These non-priced items (NPI) may be incorporated in the UPB for subsequent use as a priced item by

01010-2 supplemental agreement of both parties, in conjunction with an annual update to the UPB to address economic conditions or separately at another time during the year. Added items of work shall be incorporated into and made part of the task order and shall be performed at the negotiated unit price. Non-priced work shall be so noted on each task order to be issued. For the NPI exceeding $2,000 or equivalent yen amount, the contractor shall provide the proposed price of such NPO along with two (2) other independent price quotations to demonstrate the price reasonableness of the proposed price.

2.0 WORK BY THE GOVERNMENT: The government reserves the right to undertake performance by government forces or other contractors, the same type or similar work as contracted for herein, as the government deems necessary or desirable, and to do so will not breach or otherwise violate this contract.

3.0 EXECUTION:

3.1 SAFETY REQUIREMENTS: It shall be the responsibility of the contractor to initiate and maintain such programs as to comply with the provisions, entitled “Accident Prevention” and “Airfield Safety

Precautions”, Misawa Air Base Fighter Wing Instruction (FWI) 32-2001, Fire Prevention and Protection. These programs shall include the education and training of all employees, to include subcontractor personnel, in the recognition, avoidance and prevention of unsafe conditions. See Section 01011 for further instructions.

3.2 FIRE PROTECTION: The contractor shall be responsible for furnishing adequate and proper fire protection during all phases of the contract work.

3.3 CLEAN-UP: The contractor shall at all times, keep the construction area, including storage areas used by him, free from accumulation of waste materials or rubbish. Prior to completion of the work each day, remove from the construction site all waste materials or rubbish. Upon completion of the construction, the contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the

Contracting Officer. This shall be the required condition at the time of acceptance of all work under this contract.

3.4 HAZARDOUS SUBSTANCES: The contractor shall report any spill of oil or hazardous material to the CE Service Call Desk at 226-9346/9350 (24 hours a day, 7 days a week) and to take every reasonable precaution to prevent the spillage of oil or other hazardous substances in accordance with the Misawa Air Base Spill Response Plan.

4.0 WORK SCHEDULE: All work must be accomplished in such a manner that minimum inconvenience will be caused to the using agencies. Work schedules shall be submitted to the Contracting Officer and approved prior to the start of work at the job site. Approved schedules will not be changed without prior Contacting Officer approval.

4.1 HOURS OF OPERATION: The Government’s normal hours of operation on the military installation are from 7:30 A.M. to 4:30 P.M., Monday

01010-3 through Friday, except U.S. Federal legal holidays and Japanese new year holidays as listed in paragraph 4.2 below.

4.1.1 Standard hours of the Contractor’s Performance: The

contractor is encouraged to pursue the contracted tasks during the period of 6:00 A.M. to 6:00 P.M., except U.S. Federal legal holidays and

Japanese New Year holidays as listed in paragraph 4.2 below. The contractor may elect, at his option, to work during hours other than the standard hours provided that:

a. The request is submitted in writing at least five work days in advance, with clear explanation of what type of work to be performed.

b. The Contractor will provide the Government the necessary plan and/or report regarding safety, quality control, and etc., when the

Government requests.

c. The Contracting Officer approves the request.

4.1.2 Work accomplished during 6:00 P.M. thru 6:00 A.M. of the following day shall be considered non-regular time. Only work specified by the Contracting Officer, prior to issuance of the task order, or otherwise applied during the performance period of the task order by supplemental agreement of both parties as requiring non-regular work hours will be priced from the line item “NON-REG YEN” and multiplied by the coefficient. Work during non-regular hours not specified as required by the Contracting Officer will be priced from the “REG TIME YEN” price and multiplied by the coefficient.

4.2 LEGAL HOLIDAYS: The following Federal legal holidays and Japanese new year holidays are applicable under this contract:

U. S. Federal Holidays

1st January New Year’s Day

Third Monday in January Martin Luther King’s Birthday

Third Monday in February President’s Day

Fourth Monday in May Memorial Day

4 July Independence Day

First Monday in September Labor Day

Second Monday in October Columbus Day

11 November Veteran’s Day

Fourth Thursday in November Thanksgiving Day

25 December Christmas Day

Japanese New Year Holidays

29, 30 & 31 December At Year End

1, 2, & 3 January At New Year

4.3 NOTIFICATION OF START OF WORK: Prior to starting work at the job site, the contractor shall obtain an approved AF Form 103, Base Civil

Engineer Work Clearance Request, and report to the Chief of SABER

01010-4

Element, Misawa AB, Japan. Failure to do so may cause unnecessary delays in the performance of the contract.

4.3.1 All work schedules will be coordinated between the

Contracting Officer, Base Civil Engineers, and the contractor prior to the start of work.

4.4 DELAYS IN ENTERING OR LEAVING THE WORK AREA: When the work site is located in a restricted area or controlled area, and the contractor may experience delays due to compliance with entrance/exit requirements of the restricted or controlled areas, the contractor shall immediately submit the letter notifying restriction to entrance and the delay of the performance to the Contracting Officer.

5.0 CONSTRUCTION PERMIT: Prior to beginning any type of work which may be required under this contract, the Contractor shall obtain from the

Chief of SABER Element, Misawa AB, Japan a Base Civil Engineer Work

Clearance Request, Air Force Form 103. Fourteen (14) calendar days are normally required for processing of the construction permit between the various activities that must coordinate on the request. This coordination will be the responsibility of the contractor after which the Chief of SABER Element will obtain the necessary signature for approval.

6.0 CONTRACTOR IDENTIFICATION SIGNS:

6.0.1 The contractor shall place at the time of commencement of work on each construction site an identification sign containing as a minimum the following information:

Name of Contractor

Project Number

Project Title

Estimated Completion Date

6.0.2 The sign will reflect the current estimated completion date at all times, including any time extensions approved by the Contracting

Officer. The sign shall be kept on the site until final acceptance of the work. Supporting posts and the back of the sign shall comply with base architectural standards, which is available from Chief of SABER

Element.

7.0 AS-BUILT DRAWINGS: The contractor shall maintain one (1) set of drawings at the work site and record all changes to any hidden or subsurface data discovered during construction. The contractor shall update a complete set of construction drawings with all approved changes and submit them to the Contracting Officer on a reproducible media and an electronic format (CD ROM) of AUTOCAD LT08 or newer version software files as-builts prior to the project completion date.

7.1 ARCHITECTURAL/DRAFTING SUPPORT: The contractor is required to provide the government with as-builts and shop drawings on each project.

Working drawings are the responsibility of the contractor and are not

01010-5 required by the government. The intent of the SABER contract is to complete projects requiring minimal or no engineering design. A government estimate of 40% of the number of task orders will require engineering such as, but not limited to, sizing of concrete, steel and wood members. Designs beyond the ability of an experienced contractor engineer/architect will not be accomplished by the SABER contract.

Sizing of mechanical units and appliances will be the responsibility of the government. The government will review calculations and shop drawings by the contractor, however, the accuracy and adequacy will be the responsibility of the contractor.

8.0 UTILITIES: For each task order, the contractor can use all approved and available services (i.e., electricity, water, and sewage) at the construction site. The Contracting Officer will inform the contractor whether or not the government shall be reimbursed (and at what rate structure) for any or all such services.

8.1 CONSERVATION OF UTILITIES: The contractor shall instruct employees in utilities conservation practices. The contractor shall be responsible for operating under conditions that preclude the waste of utilities, which shall include:

8.1.1 Lights shall be used only in areas where and when work is actually being performed.

8.1.2 Mechanical equipment controls for heating, ventilation, and air conditioning systems shall not be adjusted by the workers, without permission of the Contracting Officer.

8.1.3 Water faucets or valves shall be turned off after the

required usage has been accomplished.

8.2 UTILITY OUTAGES: Interruptions to existing utilities shall be held to a minimum. Outages to facilitate connections to existing systems shall be scheduled to take place during “OFF PEAK” periods, or during periods of minimum demand. The contractor shall submit a planned schedule of outage(s) to the Contracting Officer or his authorized representative for proper coordination with existing facilities, and shall notify in writing not less than 14 days, for all types of utility outages, in advance of the intended interruptions. No utility outages will be permitted until the contractor receives an approved AF Form 103, Base Civil Engineering Work Clearance Request.

8.3 DAMAGE TO UTILITIES: In the event that a contractor caused utility failure/disruption, the contractor will first make the area safe, then immediately contact the SABER engineer and the Contracting Officer. The

SABER engineer be responsible for coordination with the Base Civil

Engineer Service Call desk. In the event that the SABER engineer can not be contacted, the contractor may directly contact the Base Civil

Engineer Service call desk.

8.3.1 If the damage to the utilities was due to the contractor’s negligence, the utilities will be repaired by the contractor in a timely manner at no cost to the government.

01010-6

9.0 INSPECTION AND ACCEPTANCE:

9.1 PRE-FINAL/PRE-BOD INSPECTION: The government inspector will conduct inspection prior to the contractor’s request for the final and/or

Beneficially Occupancy Date (BOD) inspections. The contractor shall correct discrepancies noted at the pre-final/pre-BOD inspection prior to the final/BOD inspection.

9.2 NOTIFICATION: When the contractor is ready for final/BOD

inspection, he will request final/BOD inspection in writing to the

Contracting Officer. The final/BOD inspection will normally be requested

24 hours before the desired date or as otherwise coordinated with the

Contracting Officer.

9.3 FINAL/BOD INSPECTION: The final/BOD inspection will be performed with the contractor by Civil Engineering personnel and the Contracting

Officer or his duly authorized representative. Any discrepancies noted will be corrected by the contractor within the time specified by the

Contracting Officer, prior to final payment.

10.0 DESIGNATION OF GOVERNMENT INSPECTOR: The Base Civil Engineer or his authorized representative is designated as the representative of the

Contracting Officer for the purpose of technical surveillance of workmanship and inspection of materials for work being performed under this contract. This designation in no way authorizes anyone other than the Contracting Officer to commit the government to changes in the terms of the contract.

11.0 CONTRACTOR'S REPRESENTATIVES:

11.1 The contractor's representatives having authority to act for the contractor shall be available, after notification by the government personnel, within 30 minutes, during the normal work hours of 7:30 A.M.

to 4:30 P.M., to meet on the installation(s) with the government personnel designated by the Contracting Officer.

11.2 After the normal work hours, the contractor's

representative(s) mentioned in Paragraph 11.1 above shall be available within 2 hours.

11.3 The contractor's representative(s) must speak, read, write and understand English or have an interpreter available.

END OF SECTION

01011-1

SECTION 01011

SAFETY ENGINEERING AND MAINTENANCE

1.0 GENERAL:

1.1 Purpose: The purpose of this section is to provide the contractor with instructions for the safety engineering tasks.

1.2 Scope: The section identifies the safety requirements, technical constraints, and relationship with other contract tasks. No data will be delivered as a result of this section.

2.0 PRODUCTS: (not used)

3.0 EXECUTION:

3.1 GENERAL SAFETY:

3.1.1 The contractor shall organize and maintain a safety program. The contractor's management organization shall include administrative, liaison, and technical functions to implement, direct, monitor, control, and allocate resources for these tasks and allied safety efforts within other tasks of the project. As a minimum, the safety tasks herein shall be accomplished by the contractor to assure that the safety requirements are satisfied.

3.1.2 The contractor shall document the approach used to satisfy safety requirements. The contractor's files containing safety and safety related data shall be available for review by the government as deemed necessary by the Contracting Officer.

3.1.3 The contractor shall be responsible for ensuring subcontractors provide necessary support to satisfy requirements. The contractor shall include a stipulation in all subcontracts to require subcontractors to comply with the safety provisions as applicable.

3.1.4 The contractor shall have Entry Plan and notify the base fire department and other designated base agencies upon entry/exit of any contractor personnel into/from confined spaces within the vicinity of any construction site.

3.1.5 The contractor shall comply with all applicable Air Force, Major

Command, and installation/facility mishap prevention requirements while operating through or at such an installation/facility.

3.2 GROUND SAFETY:

3.2.1 No welding shall be permitted before the contractor has obtained approval from the base fire marshall/chief. If approval is granted, welding shall be accomplished IAW applicable safety standards.

01011-2

3.2.2 The contractor shall develop and be prepared to implement procedures for evacuation and/or protection of people and facilities in the event of severe weather. These procedures will include provisions for securing or repositioning of equipment. The contractor shall notify the Contracting Officer of any evacuation operations.

3.3 EXPLOSIVE SAFETY: Reserved

3.4 INDUSTRIAL SAFETY: Reserved

3.5 FLIGHT SAFETY: Reserved

3.6 TYPHOON AND STORM PREPARATIONS:

3.6.1 In order to minimize damage to public properties and prevent personal injury, the following actions will be taken upon declaration of the typhoon conditions described below. The contractor shall insure that the construction sites are well prepared for protection from the dangers of heavy rain and strong winds. The contractor will develop and establish the necessary procedures to be taken for storm preparation and provide his accident prevention plan, Part I, emergency phone numbers and addresses where at least three (3) officials of the company may be reached and notified in the event an immediate typhoon alert is declared.

3.6.2 Typhoon Condition 3: When CONDITION THREE (Destructive winds possible within 48 hours) is declared, the contractor shall:

3.6.2.1 Clean and remove all loose debris and waste including scrap wood and metal, empty barrels and concrete form materials no longer required on the job site, to a safe area for proper disposition.

3.6.2.2 Secure, tie down and anchor construction field office and storage facilities, scaffolding, concrete forms and supports, doors, windows, opening covers, stored lumber and other materials, mechanized construction equipment, temporary power lines and supports, and other items that may be blown away or that might cause injury or damage.

3.6.2.3 Inspect all excavation and trenching work in progress and provide necessary temporary drainage and proper protection and shoring for excavation sides and openings, in order to prevent damage to public roads and facilities by slides or flooding. Accumulation of water in the excavation of structure foundation work will be controlled and minimized.

3.6.3 Typhoon Condition 2: When CONDITION TWO (Destructive winds anticipated within 24 hours) is declared, the work required at remote areas such as off-shore facilities or high elevations will cease immediately and the workers will be evacuated to a safe area. During

CONDITION TWO, the contractor will continue the actions described in paragraph 3.6.2 above and the Contracting Officer’s representative will inspect the construction site for storm preparation. The contractor shall request an inspection by calling the Contracting Officer’s representative.

01011-3

3.6.4 Typhoon Condition 1: When CONDITION ONE (Destructive imminent or anticipated within 12 hours) is declared, all work will cease immediately and the contractor’s representative shall insure that all necessary storm preparations, including the items below, are completed.

3.6.4.1 All electrical circuits and equipment including temporary power lines are cut off and secured against unauthorized use.

3.6.4.2 Gas cylinders, hot work equipment and flammable materials are properly stored at a safe location.

3.6.4.3 No igniting sources are present.

3.6.4.4 All workers have been evacuated from the construction area.

3.6.5 When CONDITION ONE is declared without the normal progression through CONDITION THREE and/or CONDITION TWO, the contractor will take the all actions listed in paragraphs 3.6.2, 3.6.3, and 3.6.4.

3.6.6 High Wind Warnings: When wind gusts of 30 Knots per hour or greater are forecast, the contractor will be required to perform general cleanup in accordance with paragraphs 3.6.2.1 and 3.6.2.2 above; i.e., to bundle and securely tie or securely cover and weight small wooden items, to remove and secure light weight barricades and to remove loose material from roofs and other high unprotected areas.

3.6.7 Investigation of Typhoon Damages: When “ALL CLEAR” is declared, the contractor may resume normal activities. The construction site will be investigated for all damage caused by the typhoon or high winds and the result of the investigation will be furnished in verbal or written form to the Contracting Officer’s representative as soon as practical.

3.7 MISHAP/HAZARD INVESTIGATION:

3.7.1 The contractor shall report promptly (within one hour), by telephone the Government Inspector and the Contracting Officer, all available data relating to each instance of a mishap involving government property. During weekends, holidays or after normal work hours, notify the Security Police Desk Sergeant at ext. 226-3600.

3.7.2 The contractor shall secure, and impound, immediately the mishap scene, wreckage, and the mishap documentation until released by the investigation safety officer. Such release will be accomplished through the Contracting Officer.

3.7.3 The contractor, and all related subcontractors within his control, shall support the government, as it requires, in any mishap or hazard investigation. This support shall include, but not be limited

01011-4 to, technical assistance as well as access to undelivered internal contractor data.

3.8 APPLICABLE DOCUMENTS: The following documents form a part of this annex at the extent specified herein. In the event of conflict between these documents and the Contract Clauses, the contents of the Contract

Clause shall take precedence.

US Army Corps Engineers Manual, EM 385-1-1, Safety and Health

Requirements

T.O. 4202-1-7, Metal Treatment of Electro Deposition of Metals and Metal

Surface Treatments to Meet AF Maintenance Requirements.

National Fire Protection Association Codes

National Electric Codes

01030-1

SECTION 01030

SPECIAL PROJECT PROCEDURES

1. SURVEY AND TEST

1.1 As the need exists for performance under the terms of this contract, the Contracting Officer or his authorized representative will notify the contractor of an existing requirement.

1.2 Upon receipt of this notification, the contractor shall respond to the needs of the government within two (2) working days by:

a. Visiting the proposed work site in the company of the

Contracting Officer or his authorized representative, or

b. Establishing verbal contact with the Contracting Officer or his authorized representative to further define the scope of the requirement.

1.3 Upon establishment of the scope of the individual requirement, the contractor shall then prepare his proposal for accomplishment of the task.

a. The Unit Price Book, Volume II, shall serve as the basis for establishing the value of the work to be performed on an unit price basis.

b. Non-priced work to be included in an individual requirement must be proposed by the contractor.

c. The contractor’s proposal must be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirement has been done. Examples of documentation that might reasonably be expected would include drawings, calculations, catalog cuts, specifications, architectural renderings, etc. The contractor shall conform to US or Japanese code, whichever is stricter.

The drawings must be signed by properly certified engineers. Costs for such documentation are assumed to be included in the total cost of the task order, which consists of sum of line item costs multiply with the coefficient and will not be paid for by the government. The contractor is also required to submit other supporting documentation on an as necessary basis when requested by the Contracting Officer.

d. Time for submittal of the contractor’s proposal for individual requirements will be within 10 days upon receipt of Request for Proposal or as agreed upon by the government and the contractor.

1.4 Upon receipt of the contractor’s proposal, the government will review the proposal for completeness. However, the contractor is responsible for design deficiencies found during construction. The

Government reserves the right to negotiate with the Contractor for any

01030-2 factors such as non-priced items, selection and its quantity of pre-priced items, work hours, and performance periods, and etc.

2. PRODUCT

2.1. Acceptable Japanese Product Substitutes: See paragraphs

“REFERENCES” in Divisions 2 thru 16 for Japanese standards applicable to this project. Additionally, below is a list of acceptable product substitutes. For any local product substitutes US standard other than specified in drawings or specifications, the contractor must provide submittals per Section 01300 “SUBMITTALS” for the contracting officer’s

Material Description US Standard Japanese Standard

Architectural Substitutes

Structural Steel

Rolled Steel for General Structure ASTM A 36/A 36M JIS G 3101

Rolled Steel for Welded Structure ASTM A 36/A 36M JIS G 3106

Hot Rolled Atmospheric Corrosion

Resisting Steel for Welded Structure ASTM A 36/A 36M JIS G 3114

Rolled Steel for Building Structure ASTM A 36/A 36M JIS G 3136

Rolled Bars for Building Structure ASTM A 6/A 6M JIS G 3138

Light Gauge Steel for General Structure ASTM A 607 JIS G 3350

Welded Light Gauge H Steel for General

Structure ASTM A 607 JIS G 3353

Carbon Steel Tubes for General

Structural Purposes ASTM A 500 JIS G 3444

Carbon Steel Square Pipes for General

Structural Purposes ASTM A 53 JIS G 3466

Finish Carpentry

Plywood PS1 JAS No. 932

Softwood Finish Lumber PS20 JAS No. 1084

Kitchen Base Cabinet KCMA A161.1

Manufacturer:

Matsushita, Sunwave or approved equal

Vanity KCMA A161.1

Manufacturer: TOTO, Matsushita or approved equal

Kitchen Wall Cabinet KCMA A161.1

Manufacturer:

Daiken, Matsushita or approved equal

Solid Polymer (Solid Surfacing)

Fabrications

01030-3

Countertops

Manufacturer: AICA, ABC, Yamaha or approved equal

Insulation, Wall and Roof

Mineral Fiber Block and Board Thermal

Insulation ASTM C 612 JIS A 9504

Non-Structural Metal Roofing

Horizontal Metal Roofing Sheets

Manufacturer:

Gantan, Sankoumetal, Tsukishoshi, Yodokou or approved equal

Aluminum Doors and Frames

ASTM A 36/A 36M, B 209M

JIS A4702, A4704,

A4705

ASTM B 221M, E 283, E

JIS A4706, A4709,

A4713

JIS A4715, A6512

Metal Support Assemblies

Metal Studs ASTM C 645 JIS A 6517

Gypsum Board

Gypsum Board ASTM C 1396/C 1396M JIS A 6901

Ceramic Tile and Quarry Tile

Ceramic Tile ANSI A137.1 JIS A 5209

Acoustical Ceilings

Acoustical Ceiling ASTM E 1264 JIS A 6301

Metal Ceiling Suspension System ASTM C 645 JIS A 6517

Resilient Flooring

Vinyl Composition Floor Tile ASTM F 1066 JIS A 5705

Paints and Coatings

Anti Rust Paint

MPI 101, MPI 107, MPI

JIS K5629, JASS 18

M-109

EP MPI 11 JIS K 5663

SOP MPI 54 JIS K 5516

OS MPI 57

JASS 18 Paragraph

5.9

VP (NAD) MPI 47 JIS K 5572

Toilet Accessories

Mirrors (Flat Glass) ASTM C 1036 JIS R 3220

01030-4

Electrical Substitutes

Single Operation Generator Sets

Generator with MCCB and Control Systems NEMA MG1 JIS/JEM/JEC/SBA/NEGA

Three-Phase Pad-Mounted Transformer

Pad Mounted Transformer Station 3PH4W

200KVA 6.6KV-208/120V NEMA C57.12.27 JIS C 4620

Dry-Type Transformer Station 45KVA NEMA C57.12.50 JEC-2200/JEM1310

Underground Transmission and

Distribution

PVC Coated Rigid Steel Conduit NEMA RN 1 JIS C 8380

PVC Conduit, Schedule 40 & 80 Rigid NEMA TC 2 & UL 651

JIS C 8430 -

Increase burial depth to same as direct buried cable

Couplings UL 651 JIS C 8432

PVC Conduit, Connectors UL 651 JIS C 8433

PVC Conduit, Elbows UL 651 JIS C 8434

Outdoor Weather Proof PVC Insulated

Wires (Low Voltage Overhead

Distribution) NEMA WC 5 JIS C 3340

Medium Voltage Power Cables 3300V &

6600V UL 1072

JIS C 3606 Type CV or CE

Medium Voltage Power Cables 15000V UL 1072

JIS C 3606 Type CV or CE

Locknuts and Bushings UL 514B JIS C 8330

Conduit Bodies, Entrance Caps UL 514B JIS C 8340

Rigid Metal Conduit UL 6

JIS C 8305 Type EV or EE

Elbows & Couplings UL 6 JIS C 8330

Cable, NM 60 Degree C UL 719 JIS C 3342

Cable, NM 75 Degree C UL 719

JIS C 3605 Type EV or CE

Service Entrance Cables SE UL 854 JIS C 3341 Type DV

Service Entrance Cables USE UL 854 JIS C 3605 Type CV

Interior Distribution System

Panelboard NEMA PB1/NEMA PB2/UL 67 JIS C 8480

Disconnect Switch NEMA SG3 JIS C 4606

MCCB 3P400AF/100AT GFI Type NEMA AB1/UL 489 JIS C 8371

EMT Conduit UL 797 JIS C 8305, Type E

EMT Conduit Couplings UL 514B JIS C 8330

EMT Conduit Elbows UL 6 JIS C 8330

Type EB & A Rigid PVC & HDPE Conduit UL 651A, NEMA TC 6

JIS C 8430 -

Increase burial depth to same as direct buried cable

Couplings UL 651A, NEMA TC 6 JIS C 8432

Connectors UL 651A, NEMA TC 6 JIS C 8433

01030-5

Elbows UL 651A, NEMA TC 6 JIS C 8434

Electrical Nonmetallic Tubing NEMA TC 13 JIS 8411 Class PF

Outlet Boxes Metallic UL 514A NEMA OS1 JIS C 8336

Outlet Boxes Non-Metallic UL 514C JIS C 8435

Cast Metal Hub Type Boxes UL 886 JIS C 8340

Bonding Conductors, Bare Copper, Solid, Hard Drawn ASTM B 1 JIS C 3101

Bonding Conductors, Bare Copper, Stranded, Hard Drawn ASTM B 8

JIS C 3105, Class 1, General Use

600V Insulated Wire, 60 Degree C UL 83 JIS C 3307

600V Insulated Wire, 75 Degree C UL 44 JIS C 3317

600V Insulated Wire, 90 Degree C UL 44 JSC 360

Automatic Transfer Switches

Auto Transfer Switch (ATS) 4P100A UL 1008

Auto Transfer Switch (ATS) 4P260A UL 1008

Switch UL 20 JIS C 8304

3-way Switch UL 20 JIS C 8304

Structured Telecommunications Cabling and Pathway System

Telephone Outlet RJ11 FCC 68.500 FCC 68.500

Television Outlet IEC 60169-1

EIAJ RC-5220A/JIS C

Mechanical Substitutes

Thermal Insulation for Mechanical

Systems

Aluminum Jackets ASTM B 209M JIS H 4000

Pipe Insulation, Mineral Fiber ASTM C 547 JIS A 9504

Duct Insulation, Mineral Fiber ASTM C 553 JIS A 9504

Hot Water Piping

Steel Pipe, Black ASTM A 53/A 53M, Sch 40

JIS G 3452/JIS G

JIS B 2301

Copper Tubing ASTM B 88M,Type M JIS H 3300

Copper and Bronze Fittings

ASME B16.22

ASTM B 75M

JIS H 3300/JIS H

Gate Valves, Bronze MSS SP-80 JIS B 2011

Check Valves, Bronze MSS SP-80 JIS B 2011

Ball Valve MSS SP-72 or MSS SP-110

Manufacturer: Kitz, Toyo Valve or approved equal

Pressure Relief Valve ANSI Z21.22

Manufacturer: Venn, Kaneko Sangyo or approved equal

01030-6

Plumbing, General Purpose

Water Closet ASME A1112.19.2M

Manufacturer: Toto, Inax

Countertop Lavatories ASME A1112.19.2M

Manufacturer: Toto, Inax

Kitchen Sinks ASME A1112.19.3M

Manufacturer: Toto, Inax

Bathtubs, Porcelain ASME A1112.19.4M

Manufacturer: Toto, Inax

Floor and Shower Drains ASME A112.6.3 JIS A 4002

Cast Iron Pipe and Fittings, Hub and

Spigot ASTM A 74 JIS G 5525

Cast Iron Pipe and Fittings, Hubless

CISPI 301 and ASTM A

888 JIS G 5525

Steel Pipe, Galvanized ASTM A 53/A 53M

JIS G 3452/JIS G

JIS B 2301

Copper Pipe, Seamless ASTM B 42

JIS H 3300/JIS H

PVC Pipe and Fittings

ASTM D 2665

ASTM F 891

ASTM F 1760

JIS K 6739/JIS K

Steel Pipe, Black ASTM A 53/A 53M, Sch 40

JIS G 3452/JIS G

JIS B 2301

Copper and Bronze Fittings

ASME B16.22

ASTM B 75M

JIS H 3300/JIS H

Valves, Cast Iron MSS SP-70 JIS B 2031

Air Handling Units

Fan Coil Units ARI 440

Daikin, Mitsubishi

Ductwork and Ductwork Accessories

Duct, Galvanized Steel Sheet ASTM A 653/A 653M JIS G 3302

Air Supply, Distribution, Ventilation, and Exhaust System

Ceiling Exhaust Fan UL Listed

National, Mitsubishi

Civil Substitutes

Earthwork

Fine Aggregates ASTM C 33 JIS A 5308

Concrete Aggregates ASTM C 33 JIS A 5005

Water Distribution

Lining, Cement Mortar AWWA C 104 JIS A 5314

Fittings, Ductile Iron and Gray Iron AWWA C 110 JIS B 2301/2302

01030-7

Pipe, Ductile Iron Flanged AWWA C 115 G-5527-98

Pipe, Ductile Iron AWWA C 151 G-5526-98

Gate Valves AWWA C 500 or C 509 JIS B 2011/2031

Prefabricated Underground Heating

Distribution

Prefabricated Hot Water Pipe None

Kubota, Mesco, Ricwil

Bituminous Tack and Prime Coats

Prime/Tack Coat ASTM D 977 JIS K 2208

Cast-In-Place Concrete

Steel Bars for Concrete Reinforcement ASTM A 615/A 615M JIS G 3112

Welded Wire Fabric ASTM A 185 JIS G 3551

Portland Cement ASTM C 150 JIS R 5210

Ready Mix Concrete ASTM C 94 JIS A 5308

Slag Aggregate for Concrete ASTM C 989 JIS A 5011

Masonry

Concrete Blocks ASTM C 90 JIS A 5406

3. CONFLICTS: In case of a conflict or discrepancy between Japanese regulations and the contract specification, the Contractor shall immediately submit the matter in writing to the Contracting Officer.

Without such coordination, any actions taken shall be at the

Contractor’s own risk and expense.

*****END OF SECTION******

01040-1

SECTION 01040

COORDINATION

1.0 COORDINATION:

1.1 WORK CLEARANCE REQUEST: Prior to start of work on any project the contractor is required to obtain an approved AF Form 103, Base Civil

Engineer Work Clearance Request. The contractor shall coordinate this form with all agencies identified by the SABER office. Additionally, whenever the contractor schedules an utility outage, a separate AF Form

103, Base Civil Engineer Work Clearance Request will be required.

1.2 WELDING PERMIT: Whenever a project requires onsite welding, grinding, electric saw metal cutting, or open flame, the contractor will obtain a permit from the Base Fire Department at building 3003, Misawa

Air Base, Japan. Additionally, as part of the permit granting process, the contractor will be briefed by the Base Fire Department on safety procedures relating to such work.

1.3 Contractor must coordinate with base operations/airfield management before any work requiring access to Misawa Air Base runways or taxiways can be started.

01070-1

SECTION 01070

ABBREVIATIONS AND SYMBOLS

METRIC ENGLISH

UNIT OF UNIT OF

MEASURE DESCRIPTION MEASURE DESCRIPTION

1.0 DISTANCE

MM Millimeter IN Inch

CM Centimeter FT Foot

M Meter LF Linear Foot

VLF Vertical Linear Feet

YD Yard

CLF 100 Linear Feet

MLF 1000 Linear Feet

MI Mile (Statute)

2.0 AREA

CM2 Square Centimeter SI Square Inch

M2 Square Meter SF Square Foot

HEC Hectare SY Square Yard

KM2 Square Kilometer CSF 100 Square Feet

A 100 Square Meters CSY 100 Square Yards

ACR Acre

MI2 Square Mile

MSY 1000 Square Yards

3.0 VOLUME

CC Cubic Centimeter CI Cubic Inch

M3 Cubic Meters CF Cubic Feet

CY Cubic Yard

BF Board Feet

MBF 1000 Board Feet

4.0 FLOW

CCS Cubic Centimeter/Sec CFM Cubic Ft/Minute

CMM Cubic Meter/Minute MCF 1000 Cubic Ft/Minute

5.0 LIQUID

LIT Liter GAL Gallon (US)

6.0 WEIGHT

G Gram OZ Ounce

KG Kilogram LB Pound (Avoirdupois)

MT Metric Ton TON Ton (Short)

01070-2

7.0 MISCELLANEOUS

BBL Barrel

DAY Number of Days

EA Each

FLR Floor

LS Lump Sum

MON Number of Months

OPN Opening

PCT Percent

PR Pair

RO Roll

RSR Riser

SEA Seat

SET Set

SQ Square (Roofing)

WK Week

BLDG Building

HR Hour

01300-1

SECTION 01300

SUBMITTALS

1.0 MATERIAL APPROVAL SUBMITTAL FORM: Use AF Form 3000 to all submittals unless otherwise indicated by the Contracting Officer.

1.1 SUSPENSE: The contractor should submit submittal register, AF

Form 66 or equivalent, in which the contractor completes required submission dates for CO’s approval within 14 calendar days after receipt of Notice to Proceed, and then submit material submittals IAW required submission date once approved by CO. The Government will provide the initial submittal register. The schedule does not in any way limit the responsibility of the contractor to submit any materials specified in the technical specifications when called for by the

Contracting Officer.

2.0 CONTRACTOR RESPONSIBILITIES: Notwithstanding the requirements contained in the Contract Clauses entitled “Specifications and Drawings for Construction”, the submittals referred to in this special contract requirements include all shop drawings, certificates of compliance, manufacturer’s literature, material samples, mix designs, guarantees, equipment data, and other information as specified under the various headings of these specifications. Prior to submission the contractor shall review and certify all submittals. The Contracting Officer has final approval authority for all submittals and reserves the right to review and require correction of any submittals. However, failure to do so does not constitute a waiver of any requirement of these specifications. Also, even though the government approved the submittals, the adequacy and accuracy of the submittals and its compliance with the contract documents are still the responsibility of the contractor.

3.0 CERTIFICATE OF COMPLIANCE: Any certificates required to

demonstrate proof of compliance of materials shall be submitted for review to the Contracting Officer or designated representative. Each certificate shall be signed by an official authorized to certify on the behalf of the manufacturing company and shall contain the name and address of the contractor, the project manager, project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the test laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the contractor from furnishing satisfactory material, if, after test are performed on selected samples, the material is found not to meet the specific requirements.

4.0 DRAWINGS: Complete project package will consist of the approved final design drawings and documents with all final corrections, in both hardcopy and electronic format (AUTOCAD LT08 or newer version format), with all additional construction requirements completed.

Provide copies as required.

For technical review of working drawings:

01300-2

1. One set of preliminary drawings on hardcopy. The SABER contractor shall include full names and signatures for the blocks titled “Designed”, “Drawn” and “Checked” on all sheets requiring signatures.

2. One set of preliminary drawings submitted in an electronic format (CD ROM) compatible format magnetic disks capable of retrieval and manipulation on Air Force equipment using AUTOCAD

LT08 or newer version software. Demonstration of acceptable retrieval on Air Force equipment is required for approval of the submittal. Drawing files shall be uncompressed or self-extracting. No second party compression software shall be used.

For final drawings:

1. Unless otherwise directed by the Contracting Officer, 3 sets of final drawings on ISO A1 hard copy. The SABER contractor shall include full names and signatures for the blocks titled

“Designed”, “Drawn” and “Checked” on all sheets requiring signatures.

2. One set of final design drawings submitted in an electronic format (CD ROM) compatible format magnetic disks capable of retrieval and manipulation on Air Force equipment using AUTOCAD

LT08 or newer version software. Demonstration of acceptable retrieval on Air Force equipment is required for approval of the submittal. Drawing files shall be uncompressed or self-extracting. No second party compression software shall be used.

Before actual construction start at the site:

1. Two set of half-size construction drawings on ISO A2 hard copy.

01400-1

SECTION 01400

QUALITY CONTROL/CONSTRUCTION INSPECTION

1.0 GENERAL: The contractor shall establish and maintain an effective quality control (QC) system in compliance with the contract clause entitled “Inspection of Construction”. The quality control system shall consist of plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction and operations which comply with contract requirements. The system shall cover construction operations both onsite and offsite, and shall be keyed to the proposed construction sequence.

2.0 CONSTRUCTION INSPECTION: The contractor shall provide an inspector under this contract. The inspector shall insure the work is being accomplished according to the Scope of Work, SABER Specifications, and applicable American and Japanese construction codes, standards, and environmental restrictions. The inspector will maintain daily records of the construction activities. These records shall be on an easy to read form and shall indicate a description of the trades working on the project, the number of personnel working, the weather conditions encountered, deficiencies noted on the construction site along with the corrective actions taken on current and previous deficiencies.

Contractor shall provide the daily reports to the Contraction Officer and his authorized representative by 0900 hours on the next working day of the report date. The government will conduct a periodic surveillance inspection of the project under construction, but, the surveillance inspection does not relieve the contractor of their liability for inspection responsibilities.

3.0 CONSTRUCTION PROGRESS SCHEDULE AND PROGRESS REPORT:

3.1 If the performance period exceeds 60 calendar days for Task Orders in excess of $150,000.00; the contractor shall prepare and submit to the

Contracting Officer a practicable progress schedule for his/her approval within 5 calendar days after on-site work commences or otherwise determined by the Contracting Officer. If the contractor fails to submit a schedule, the Contracting Officer may withhold progress payments until the contractor submits the required schedule. Whenever a contract modification causes changes in the original progress schedule, appropriate revision shall be made by the contractor and a revised schedule shall be submitted to the Contracting Officer within a reasonable time.

3.2 The contractor shall prepare a progress report biweekly and rout it through the Chief, SABER within 3 working days after the report date.

The Chief, SABER or his/her designee shall review the report and make necessary comments and forward it to the Contracting Officer for action.

The Contracting Officer will take appropriate action to resolve significant variances of five percent or more between the percent of progress reported by the contractor and the percent verified by the

Chief, SABER.

01400-2

END OF SECTION.

01500-1

SECTION 01500

CONSTRUCTION FACILITIES AND TEMPORARY FACILITIES

1.0 ON SITE OFFICE AND STORAGE FACILITIES

1.1 TEMPORARY OFFICE: Space for the contractor’s on site temporary office will be provided to the contractor upon request. During the contractor’s use of temporary office area, the Government may direct the contractor to relocate the temprary office. The temporary office shall be established by using pre-fabricated structure. Mobilization, set-up, utility conections, maintenance, restoration and clean-up, are the responsibilities of the contractor and shall be furnished at the contractor’s expense. Co-locating the site office and the open storage

/material holding area may not be allowed by the Government. The contractor shall comply with the direction given by the Government. Any modifications to the area must first be approved by the Base Civil

Engineer, and will be done at the contractor’s expense. Grounds maintenance for the area is the responsibility of the contractor.

1.2 TEMPORARY MATERIAL STORAGE: Buildings and structures which are part of the contract, may be used for storage of the construction material.

Contractor assumes full responsibility for the material stored therein.

The Government will designate areas where equipment shall be stored.

Storage of any flammables shall be IAW NFPA 30 and AFOSH 127-43.

1.3 UTILITIES: For each task order, the contractor can use all approved and available services (i.e., electricity, water, and sewage) at the construction site. The Contracting Officer will inform the contractor whether or not the government shall be reimbursed (and at what rate structure) for any or all of such services.

1.4 WORK CLEARANCE REQUEST: Prior to the contractor establishing a temporary office, field office or storage area, a AF Form 103, Base

Civil Engineer Work Clearance Request, must be submitted and approved.

Approval is based on site location, proposed structure(s), fencing, and any other modifications the contractor proposes to the area.

1.5 OPEN STORAGE/MATERIAL HOLDING AREA: If requested, an area suitable for open storage /material holding may be provided to the contractor by the Contracting Officer Government. Necessary security shall be applied under responsibility of the contractor. The area shall be surrounded by a fence with a screen in the manner that is customary applied at other storage areas on base, unless otherwise specified by the Government. the responsibility of the contractor. The contractor shall keep the storage area neat, orderly and clear of all debris. The contractor shall not allow trash or other debris to scattered from his area by wind or other means. The open area provided to the contractor must be surrounded by a chain link fence and must be maintained in a serviceable condition at all times. The fence line will be kept clear of weeds and trash. The grass area around the storage area for a distance of 25 feet will be maintained (cut) as a lawn.

01500-2

01501-1

SECTION 01501

ENVIRONMENTAL…