FA520517R00040005_Atch2.pdf

IMFH Phase 3 A/C & Weatherization QKKA154008 Misawa AB, Japan

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 10 LIST OF ACRONYMS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 29 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 00.00 33 JIS ACCEPTABLE ALTERNATIVES

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 62 35 RECYCLED / RECOVERED MATERIALS

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 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

DIVISION 03 - CONCRETE

03 33 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 16 ALUMINUM DOORS

08 53 00 PLASTIC WINDOWS

08 81 00 GLAZING

08 87 13 SUN-CONTROL FILM FOR GLASS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 90 00 PAINTS AND COATINGS

PROJECT TABLE OF CONTENTS Page 1 Atch. 2 to FA520517R00040005 Dated 14 Jun 17

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

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

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 09 33.00 40 ELECTRIC AND ELECTRONIC CONTROL SYSTEM FOR HVAC

23 23 00 REFRIGERANT PIPING

23 31 13.00 40 METAL DUCTS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 25 - INTEGRATED AUTOMATION

25 10 10 ADVANCED UTILITY METERING SYSTEM

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 19.00 10 INSULATED WIRE AND CABLE

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 21 10.00 40 FIBER OPTIC DATA TRANSMISSION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26.00 40 GROUNDING AND BONDING FOR ELECTRONIC SAFETY AND SECURITY

DIVISION 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

31 41 16 METAL SHEET PILING

31 63 29 DRILLED CONCRETE PIERS AND SHAFTS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16.16 BASE COURSE FOR RIGID AND SUBBASE COURSE FOR FLEXIBLE

PAVING

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK AND PRIME COATS

PROJECT TABLE OF CONTENTS Page 2

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 23 SODDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 STATEMENT OF WORK

1.1.1 Project Description

BASE BID ITEM NO. 001 (68 Units in 1 Tower, 526 Units in 132 Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to construct improvements for the renovation of the Military Family Housing units as depicted in the construction documents to include interior demolition of existing heating equipment and piping; the addition of heat pump style heating and cooling units and all necessary piping, electrical, standalone controls, structural and site improvements to support new building HVAC systems; site improvements to integrate with existing sidewalks, amenities and utilities; new architectural finishes; new windows and exterior wall infill as required; new insulation assemblies; renovate mechanical, electrical and plumbing systems.

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to:

a. Address interruption of asbestos containing materials as a result of construction activities. This includes all control methods, material removal and disposal, air sampling and reporting.

b. Check any removed gypsum board material to verify if it is marked as lots containing arsenic or cadmium and then properly transporting and disposing of the material in accordance with GOJ requirements.

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to extend the base energy management control system (EMCS) to each MFH unit in this project to allow central monitoring and management of the heat pump systems. The base fiber optic telecommunications system currently is terminated at pump (mechanical) buildings located through the housing areas.

The following will be installed in this project:

a. EMCS network hardware located at the fiber optic system termination in pump buildings.

b. Control panels at each building.

c. Conduit and communication wiring from the EMCS network hardware to the building control panels.

Section 01 11 00 Page 2

d. Communication wiring from the building control panel to each heat pump system thermostat.

e. Installation of EMCS network "head-end" hardware and operator workstation at building 794 and associated software and programming required to provide completely operational functionality.

f. System commissioning.

INSTALL WATER METERS (Quantity = 526 Units in 132 Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to install water meters in the cold water and hot water piping serving each MFH unit (2 or 4 units) at each MFH townhouse building in this project, extend EMCS communication wiring from the building control panel to the water meters controllers, programming and commissioning to enable reporting of meter data. Tower 116 is not included.

INSTALL ELECTRIC METERS (Quantity = 526 Units in 132 Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to include integral electric metering into the new main electrical panels being provided in Base Bid Item No.001 at each MFH townhouse building (not individual units), extend EMCS communication wiring from the building control panel to the electric meters controllers, programming and commissioning to enable reporting of meter data. Tower 116 is not included.

DEMOLISH SPACE HEATING EQUIPMENT (Quantity = 10 Pumphouses)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary for demolition of MFH unit space heating equipment in Buildings 61, 141, 172, 185, 227, 265, 328, 334, 706 and 897. Demolition work includes removal of equipment, piping, valves, controls, supports and concrete bases.

REPLACE FRONT DOORS (Quantity = 454 Units in 115 Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary to replace front doors on unit types 4P1, 6N, 6P1, 8N, 12N, 15N, 16N, and 16ND.

HAZARDOUS ABATEMENT (Quantity = 68 Units in 1 Tower, 526 Units in 132 Townhouse Buildings)

The Contractor shall provide all supervision, management, quality control, labor, tools, equipment, materials, and performance of all work necessary for Asbestos Hazard Control Activities as indicated on contract documents.

Address disruption of asbestos containing materials as a result of construction activities. This includes all control methods, material removal and disposal, air sampling and reporting. Check any removed gypsum board material to verify if it is marked as lots containing arsenic or cadmium. Properly transport and dispose of material in accordance with GOJ Requirements.

zimemi Polygon zimemi A2

Section 01 11 00 Page 3

BLDG

NUMB

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

41 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

43 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

44 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

45 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

47 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

51 FREEDOM 16ND 4 STL NR X - X,F X X X pos neg pos neg

53 FREEDOM 16N 4 STL NR X - X,F X X X pos neg pos neg

109 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

111 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

113 CUMBERLAND 12N 3 STL NR X - - X X X pos pos neg pos

114 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

116 SHENANDOAH 10N 3 RC NR X - F - - pos neg pos neg

120 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

121 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

122 CASCADE 12N 3 STL NR X - - X X X pos pos neg pos

131 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

133 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

135 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

137 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

139 DEMOCRACY 12N 3 STL NR X - - X X X pos pos neg pos

150 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

153 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

155 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

156 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

157 DENALI 12N 3 STL NR X - - X X X pos pos neg pos

162 YOSEMITE 16N 4 STL NR X - - X X X pos neg pos neg

166 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos

168 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos

169 YOSEMITE 12N 3 STL NR X - - X X X pos pos neg pos zimemi Polygon zimemi Polygon zimemi Polygon zimemi A2 zimemi A2

Section 01 11 00 Page 4

BLDG

NUMB

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

170 CAPE

CANAVERAL

15N 2 STL NR X - - X X X pos neg pos neg

171 CAPE

CANAVERAL

15N 2 STL NR X - - X X X pos neg pos neg

174 CAPE

CANAVERAL

15N 2 STL NR X - - X X X pos neg pos neg

175 CAPE

CANAVERAL

15N 2 STL NR X - - X X X pos neg neg neg

176 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

177 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

178 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

179 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

184 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

186 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg neg

187 CAPE

CANAVERAL

6P1 4 RC PAIP1 X - - X X X pos neg neg neg

188 CAPE

CANAVERAL

6P1 4 RC PAIP1 X - - X X X pos neg neg neg

189 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

190 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

191 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

192 CAPE

CANAVERAL

6P1 4 RC PAIP1 X - - X X X pos neg neg neg

193 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

194 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

195 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

196 YELLOWSTONE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

197 YELLOWSTONE 7A 4 RC PAIP2 X - - - X X pos neg neg neg

198 YOSEMITE 7P2 4 RC PAIP2 X - - - X X X pos neg neg neg

201 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

203 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

205 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

223 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos

225 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos zimemi A2 zimemi Polygon zimemi Polygon zimemi Polygon zimemi A2

Section 01 11 00 Page 5

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

226 SEQUOIA 12N 3 STL NR X - - X X X pos pos neg pos

235 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

237 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

239 ACADIA 12N 3 STL NR X - - X X X pos pos neg pos

241 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

243 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

245 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

247 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

249 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

251 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

252 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

253 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

255 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

257 BLUERIDGE 12N 3 STL NR X - - X X X pos pos neg pos

259 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

261 YELLOWSTONE 4P1 3 RC PAIP1 X - - X X X pos neg neg pos

329 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

331 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

332 SEQUOIA 6N 4 RC NR X X X X X X X pos neg pos neg

333 SEQUOIA 6N 4 RC NR X X X X X X X pos neg pos neg

335 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

336 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

338 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

339 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

340 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

341 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

345 SEQUOIA 8N 3 RC NR X X - X X X pos pos neg pos

346 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

347 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg zimemi A2 zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon

Section 01 11 00 Page 6

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

348 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

349 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos neg

350 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

351 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

352 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

353 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

354 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

355 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

356 YELLOWSTONE 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

357 YELLOWSTONE 6A 4 RC PAIP1 X - - X X X X pos neg neg neg

360 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos pos

361 SEQUOIA 8N 3 RC NR X X - X X X pos neg pos pos

365 SEQUOIA 8N 3 RC NR X X - X X X pos neg neg pos

371 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos pos

374 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos neg

376 RUSHMORE 8N 3 RC NR X X - X X X pos neg pos neg

400 SEQUOIA 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

403 SEQUOIA 6P1 4 RC PAIP1 X - - X X X pos neg neg neg

701 YOSEMITE 16N 4 STL NR X - - X X X pos neg pos neg

707 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos pos neg pos

708 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

709 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

710 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

711 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

713 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

714 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

717 CAPE COD 7P2 4 RC PAIP3 X - - - X X X pos neg neg neg

719 YELLOWSTONE 7P2 4 RC PAIP3 X - - - X X X pos neg neg neg

720 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos zimemi A2 zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon zimemi Polygon

Section 01 11 00 Page 7

STREET BLDG

TYPE

BR# STRUCTURE PAIP HVAC ROOF WDW

IMPROVE

FRONT DR

REPLACE

ELECTRIC

METERING

WATER

METER

CAPPING

OF VENT

OPENING

ACM VCT

MASTIC

ACM

COVE

BASE

MASTIC

ACM GYP

BD

JOINT

CPD

ACM

EXTR

WALL

COATING

721 CAPE COD 4P3 3 RC PAIP3 X - - - X X X pos neg neg pos

863 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

864 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

865 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

866 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

870 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos

871 ELM 12N 3 STL NR X - - X X X pos pos neg pos

872 ELM 12N 3 STL NR X - - X X X pos pos neg pos

873 ELM 12N 3 STL NR X - - X X X pos pos neg pos

876 ELM 12N 3 STL NR X - - X X X pos pos neg pos

877 ELM 12N 3 STL NR X - - X X X pos pos neg pos

878 ELM 12N 3 STL NR X - - X X X pos pos neg pos

879 ELM 12N 3 STL NR X - - X X X pos pos neg pos

880 ELM 12N 3 STL NR X - - X X X pos pos neg pos

881 ELM 12N 3 STL NR X - - X X X pos pos neg pos

882 ELM 12N 3 STL NR X - - X X X pos pos neg pos

884 ELM 12N 3 STL NR X - - X X X pos pos neg pos

886 ELM 12N 3 STL NR X - - X X X pos pos neg pos

893 ZELKOVA 12N 3 STL NR X - - X X X pos pos neg pos zimemi Polygon zimemi Polygon

Section 01 11 00 Page 8

1.1.1.1 Project Engineer Qualifications

The Contractor shall appoint a skilled Licensed Construction Engineer or Architectural Engineer in accordance with paragraphs 1 and 2 of Article 4, Contract Handling Regulations of the Prime Minister's Office of the Government of Japan, as the Project Engineer for this contract. A First Grade Construction Engineer or Architectural Engineer is required.

1.1.2 Location

The work shall be located at Misawa Air Base, Japan (Base).

1.1.3 Definitions

The term "United States" is assumed to appear before the word "Government" whenever the latter word appears in this contract, except where the word "Government" refers to a different named Government.

1.2 AUTHORITY

Except as noted below, the term "Contracting Officer" (CO) as used in this specification includes the authorized representative of the CO acting within the limits of his/her authority. With respect to all paragraphs of the specifications citing "approval by the CO" and all paragraphs cited in Material Approval Submittals, of the solicitation, the term "Contracting Officer" means only those individuals properly appointed as a Contracting Officer within the Contracting Squadron; no other Government personnel has the authority to grant such approval. This includes the Contracting Officer's Representative (COR). The COR has authority to review Material Submittal packages and recommend approval by the CO. At the Final Acceptance Inspection, the COR will perform the inspection and recommend acceptance or conditional acceptance to the CO.

1.3 EXISTING WORK

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

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

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

1.4 WORK AREA

The Contractor's personnel are restricted to the area of construction only.

Transiting of areas not in the contract is not permitted except as required in the performance of this contract. Contractor shall secure work site(s) during non-working hours.

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the

Section 01 11 00 Page 9 appropriate law enforcement agency requesting periodic security checks of the temporary project field office. Provide warning signs, hazardous communications, and other safety information in both Japanese and English, when non-English speaking personnel are in the area.

1.5 LOCATION OF UNDERGROUND FACILITIES

The Contractor shall obtain an Air Force (AF) Form 103 from Base Civil Engineering. This form will be approved/signed and utilities will be marked one time by the Government. The Contractor shall be responsible for maintaining these markings.

1.5.1 Notification Prior to Excavation

Notify the CO at least 48 hours prior to starting excavation work.

1.5.2 Excavation

a. Permits: The Contractor shall obtain an excavation permit before any excavation is started. The form(s) and the offices to be contacted will be provided by 35 CES/CENM project inspector and the Contractor is responsible for obtaining the required coordination.

Those areas which are known to contain underground utility lines will be designated as caution areas. The Contractor must exercise extreme caution when accomplishing the required excavation work.

Hand excavation is required within 914.4 millimeters (mm) of existing utility lines. The Government reserves the right to repair all utility lines damaged by the Contractor at the expense of the Contractor.

b. Open Trenches: The Contractor shall rope off/barricade all open trenches in accordance with standard construction procedures, to include hazardous/warning signs.

c. Restoration: The Contractor shall restore all excavated areas to their original condition, to include backfill, original compaction, sodding, and scrubbings. New/replacement sod shall be placed edge-to-edge and staggered, unless otherwise shown or indicated.

1.6 WORKMANSHIP

a. Materials shall be installed in accordance with the approved recommendations of the manufacturer. The installation shall be accomplished by workmen skilled in this type of work.

b. Sufficient precautions shall be taken during the construction to protect all personnel from injury and to prevent damage of the Government-owned materials and equipment. The Contractor shall replace damaged Government properties caused by this project with new materials or equipment without additional cost to the Government. The work shall proceed in such a manner as to minimize the spread of dust and flying particles.

c. Demolition and Salvage: Materials to be removed shall be removed carefully so as not to damage material which is to remain or material which is deemed salvageable material. Sufficient safety precautions shall be taken to protect all personnel from injury.

Section 01 11 00 Page 10

All items to be removed shall be disposed of off base by the Contractor in an approved dumping area in accordance with local laws and regulations. Contractor shall restore all damaged surfaces and openings as a result of work under this contract to match new and/or existing adjacent surfaces unless otherwise specified or shown.

1.7 DELIVERY AND STORAGE

Equipment and materials shall be properly stored, adequately protected, and carefully handled to prevent damage before and during installation.

Equipment and materials shall be handled, stored, and protected in accordance with the manufacturer's recommendations and as approved by the CO. Damaged or defective materials and equipment shall be replaced with new materials and equipment at no cost to the Government.

1.8 STANDARD PRODUCTS

Materials and equipment shall be essentially the standard cataloged products of manufacturers regularly engaged in production design that complies with the specification requirements. Materials and equipment shall essentially duplicate items that have been in satisfactory commercial or industrial use at least two years prior to the date for receipt of proposals. Where two or more units of the same type and class are required, these units shall be products of a single manufacturer.

1.9 MANUFACTURER'S RECOMMENDATIONS

Where installation procedures or any part thereof are required to be in accordance with the recommendations of the manufacturer of the material being installed, printed copies of these recommendations shall be furnished to the CO prior to installation. Installation of the item(s) will not be allowed to proceed until the recommendations are received and approved by the CO. Failure to furnish these recommendations can be cause for rejection of the material.

1.10 WELDING

Welding shall be in accordance with qualified procedures using performance-qualified welders and welding operators. Welders shall be qualified using procedures in accordance with AWS D1.1 - 1998, JIS Z 3801 (1997), STANDARD

QUALIFICATIONS PROCEDURE FOR MANUAL WELDING TECHNIQUE.

1.11 COMMUNICATIONS

The Contractor shall work through the Base project manager and must notify CS/SCSP through the Contracting Officer's Representative at least 72 hours in advance to have communication lines staked. Any properly identified communication lines damaged by the Contractor's work shall be repaired by Japanese Government licensed communication lineman at the Contractor's expense. The repair action must meet USG or local Nippon Telephone Telegraph (NTT) standards. The Government reserves the right to repair all Contractor-damaged communications lines and deduct the repair cost from the contract.

Existing cables shall be uncovered by hand digging. Extreme care shall be used during digging to avoid penetrating or otherwise damaging the cable

Section 01 11 00 Page 11 insulation. Power digging equipment shall be used for extensions only in the direction away from buried cables. Communication utilities will be identified electrically by the 35th Communications Squadron, Cable Maintenance Work Center. Utilities will be identified in accordance with acquisition of the building permit. In the event that changed conditions result, it is incumbent upon the Contractor to seek changed conditions through the Contract Office, 35 CONS/LGCC (Base Contracting Officer).

If a communications cable must be moved, it shall be coordinated through the COR and a government cable technician will advise on the best way to relocate it. The Contractor shall relocate the cable as directed. If the required relocation is not indicated in the contract drawings and specifications, relocation is subject to approval via changed conditions to the basic contract.

Refer to drawings for required action for Cable TV Equipment attached to exterior.

1.12 INTERPRETER

The Contractor shall have an English-speaking representative at all job sites at all times during the performance of work under this contract.

Failure to provide such representative could result in the Contractor's work being stopped at his/her expense until such time as one is provided.

1.13 FINAL INSPECTION

Final inspection will be conducted during the period of Monday through Friday between 0800 hours and 1615 hours. The Government will perform the inspection after (a) written notification by the Contractor to the CO; or

(b) the contract completion dates, whichever comes first. Final inspections falling on weekends or U.S. legal holidays will be postponed to the following workday. The Contractor shall notify the Using Agency (35 CES/CENM) through the COR 14 days prior to the final inspection.

1.14 NOTIFICATION BEFORE STARTING ON-SITE WORK

The Contractor shall notify the CO a minimum of seven calendar days prior to starting on-site work.

1.15 PREPARATION OF MATERIAL APPROVAL SUBMITTALS

See Submittal Register after Section 01 33 00 SUBMITTAL PROCEDURES for listing of submittals. Copies of manufacturer data sheets and catalog cuts shall accompany each submittal.

1.16 JAPANESE INDUSTRIAL STANDARDS

Where materials or equipment are specified to conform to U.S. Standards from organizations such as the American National Standards Institute (ANSI), American Society for Testing Materials (ASTM), National Electrical Manufacturers Association (NEMA), Underwriters laboratory Inc. (UL) or other U.S. Standards and organizations, material or equipment that meets an equivalent Japanese Industrial Standard (JIS) may be substituted. It is the responsibility of the Contractor to provide all documentation required to prove the Japanese Industrial Standard is equivalent or more stringent than the U.S. Standard. All substituted material or equipment meeting an

Section 01 11 00 Page 12 equivalent Japanese Industrial Standard (JIS) shall be submitted by the Contractor to the Contracting Officer for review and approval for compliance to the U.S. Standards prior to its use on the Project. If the Government requires, the Contractor shall provide an English language copy of the referenced standard to the Government for its consideration.

1.17 DRAWINGS AND SPECIFICATIONS AT THE SITE

The Contractor shall maintain in good condition one copy of all drawings, specifications, addenda, modifications, approved shop drawings, Material Safety Data Sheets (MSDS), and other related documents affecting the work at this site. Drawings and specifications shall be marked daily to record all changes during construction. These documents shall be made available to the COR during construction and shall be made available on request and be delivered to the CO upon completion of the work.

1.18 USE OF EXPLOSIVES

The use of explosives is not permitted on Government installations.

1.19 BARRICADES

The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area(s). Such barricades shall be required whenever safe public access to paved areas, such as roads, parking areas, or sidewalks, is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic.

Necessary bilingual warning signs shall be provided by the Contractor and shall be used in the area where construction is undertaken. The Contractor shall protect open excavations with barricades and battery-powered lights at night as warning lights and shall assure that these lights are continuously operated. Warning signs and battery-powered lights shall be removed only after the affected area(s) has been inspected and accepted as directed by the CO.

1.20 CLEANUP OF AREA

All Contractor-generated debris and rubbish shall be collected daily in a container that can be covered at the end of the day once the container is filled with trash.

1.21 DEBRIS AND RUBBISH CONTROL

For removal and transport of debris and rubbish, use only roadway(s) and/or street(s) designated by the COR. Remove and transport debris and rubbish in a manner so as to prevent spillage on streets or adjacent area(s).

Contractor shall be responsible for cleanup for any spills on roadways, streets, and other areas. Burning of debris and rubbish on Government installations is prohibited. Concrete, masonry, and other materials, other than concrete permitted to remain in place, shall be disposed of outside the limits of Government-controlled land by the Contractor.

1.22 DISPOSITION OF EXCESS CONTRACTOR-FURNISHED MATERIALS

The disposition of excess Contractor-furnished materials that has been exempt from Japanese Customs duties and taxes pursuant to Status of Forces

Section 01 11 00 Page 13

Agreement (SOFA) shall be the Contractor's responsibility. If the Government and Contractor agree that the Contractor is to retain such excess materials, they shall be reported to the Prefectural Government Customs office authorities for payment of applicable duties and tax fees.

1.23 TRAFFIC CONTROL

Whenever construction activities will interfere with vehicular traffic, the Contractor shall always provide an open lane for vehicular traffic. The Contractor shall provide a flag man when a two-way lane is reduced to one lane traffic.

The Contractor shall provide, erect, and maintain adequate barriers, warning signs, rubber cones, lights, traffic control guards for night warning signals, and any other essential safety devices for the protection of the general public at all closures, excavations, detours, and points of danger at all times. If the Contractor fails to provide required traffic and safety measure and they have to be provided by the Government, the Contractor shall be held liable for all incurred cost. Such cost shall be deducted from the contract.

1.24 STORAGE OF MATERIAL AND FIELD OFFICE

1.24.1 Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area, and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

1.24.2 Administrative Field Office

Title II Office will be provided by the government. The Contractor shall not include the cost of the Title II Office in his bid.

1.24.3 Storage Area

The Contractor shall construct a temporary 1.8-meter (m) high chain-link fence around trailers and materials. The fence shall include plastic strip inserts, colored green, so that visibility through the fence is obstructed.

Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the CO away from the vicinity of the construction site but within the military boundaries.

Trailers, equipment, or materials shall not be open to public view with the exception of those items, which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work. Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

1.24.4 Supplemental Storage Area

Section 01 11 00 Page 14

Upon Contractor's request, the CO will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will not be required at this site; however, the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

1.24.5 Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers, which in the opinion of the CO, require exterior painting or maintenance will not be allowed on military property.

1.24.6 Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment.

Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion.

1.24.7 Restoration of Storage Area

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil and seeding as necessary.

1.25 WRITTEN COMMUNICATIONS IN ENGLISH

All documents required under this contract, including but not limited to, safety hazard analysis plans, all correspondence of any nature whatsoever, and all other written communications, documents, drawings, reports, etc., of every description, shall be written in English or translated into English before being provided to the Government by the Contractor. Delays encountered because a translated copy was not submitted shall be at the Contractor's expense and are not grounds for delay.

1.26 AVAILABILITY OF BUILDING/FACILITY

Contractor is expected to have to enter existing buildings. When entry is required, contractor shall contact the COR for direction.

1.27 INTERFERENCE WITH GOVERNMENT OPERATIONS

The Contractor shall establish work procedures and methods to avoid interference with existing operations within or adjacent to the construction area. Free passage into adjoining or adjacent buildings/areas not in the contract will not be permitted except as approved by the CO. Procedures and

Section 01 11 00 Page 15 methods shall also provide for safe conduct of work and protection of property which is to remain undisturbed.

1.28 MANAGING RADIOACTIVE MATERIALS

a. In all contracts where radioactive materials will be used, such as earthwork using a nuclear densometer, paint testing with an XRF, etc., Contractor must obtain approval from the Base Radiation Safety Officer (RSO) at least 30 calendar days before bringing the materials to the Base. The Base RSO is the 35th Medical Group's Bioenvironmental Engineer (DSN 226-6107 35 AMDS/SGPB), located at Building 96.

b. The Contractor must submit to the RSO the following:

(1) A brief description of the proposed activities.

(2) A copy of a valid U.S. Nuclear Regulatory Commission License/Permit or similar approval from the Government of Japan (GOJ) to possess and use radioactive materials.

(3) Japanese contractors will comply with the following GOJ regulation: The Law Concerning Prevention of Radiation Hazards Due to Radio-Isotopes, etc., Law No. 167, June 10, 1957, and subsequent revisions.

(4) The name, local address, and telephone number for the responsible local representative and the name, address, and telephone number of the RSO named on their license/permit.

(5) A copy of that part of the AF contract describing work to be done at the Base and the inclusive dates of the work.

(6) An acknowledgment that the Base RSO can make periodic checks to ensure that Contractor personnel follow radiation safety practices to prevent exposures to AF personnel and avoid contamination of government property. Contractor operations believed to be unsafe due to radiation hazards can be grounds for suspension of work.

1.29 ASBESTOS-CONTAINING MATERIALS (ACMS)

The Contractor shall not use materials that contains asbestos.

1.30 POLYCHLORINATED BIPHENYLS (PCBS)

All electrical devices such as ballasts, transformers, etc., shall be PCB free.

1.31 CONFINED SPACES

a. A portion of the work required in this contract may be performed in a confined space. Depending on the location, areas are classified as permit-required or non-permit-required confined spaces. Before entering a designated permit-required confined space, the Contractor shall accomplish the following:

1051504620E Polygon

1051504620E Cross-Out

1051504620E Cross-Out

1051504620E Add No_3

Section 01 11 00 Page 16

(1) Appoint an entry supervisor who is a fully qualified Operations Chief of Hazardous Work in Oxygen-Deficient Air in accordance with Japanese laws or in accordance with provisions established in AFOSH Standard 91-25 dated 1 February 1998. The Contractor shall submit certificate(s) of the entry supervisor during the material submittal stage.

(2) Develop a Master Entry Plan (MEP), which complies with Air Force Occupational Safety and Health Standard (AFOSH) Standard 91- 25 and obtain approved from 35 AMDS/SGPB (Bioenvironmental Engineering), and 35 CES/CEF (Base Fire Department). Entry into the confined space will be accomplished in accordance with this plan upon approval. A copy of the MEP shall also be sent to 35 CES/CEOIE (Exterior Electrical Shop) for electrical projects, and 35 CES/CEOIU (Utility Systems Shop) for water and waste distribution projects for their review. A copy of the approved MEP shall be submitted to the CO and COR.

(3) Inform his personnel and post signs stating the nature and location of the hazard created by the confined space.

(4) Notify 35 AMDS/SGPB (DSN 226-6107), and 35 CES/CEFT (DSN 226- 3218), through the COR, a minimum of seven calendar days prior to entry into the first confined space so that entrance procedures may be inspected by those offices at that time.

(5) Debrief with 35 CES/CEOFE (Exterior Electrical Shop, DSN 226- 4242), and/or 35 CES/CEOIU (Utility Systems Shop, DSN 226-4045) personnel at the end of all entry operations to develop lessons learned from any problems or hazards encountered or created during the entry operations.

(6) Be responsible for the safety of his personnel, and use the approved entry program and procedures.

b. The entry supervisor may reclassify a permit-required space as a non-permit-required space under the provisions of paragraph 6.4.11 and Attachment 2 of AFOSH Standard 91-25. In such a case, the Contractor may enter the confined space provided all requirements are met. The entry supervisor will be solely responsible for the safety of the Contractor's personnel. For further information and additional requirements, see AFOSH Standard 91-25, "Confined Spaces." A copy of this standard is available at 35 FW/SE (Base Safety Office, Building 507, DSN 226-3463) and 35 CES/CENM, (Project Manager, Program Management Flight, Building 793, DSN 226- 5001).

1.32 AVAILABILITY OF LATRINE

Latrines are not available in the building/work area. The Contractor shall be responsible for providing latrines for his personnel. Locations of the latrines shall be designated by the COR. Any and all Contractor latrines shall be removed from Government property prior to issuance of final payment.

1.33 AS-BUILT DRAWINGS

Section 01 11 00 Page 17

During construction, the Contractor shall prepare and continuously maintain in their field office, one working set of drawings, legibly marked up in red pencil or ink to show deviations, addenda, and change orders which modify the work scope drawings. These drawings shall be reviewed by the Government for currency prior to all payment requests. On completion of work and before final acceptance inspection, the Contractor shall review this set for neatness and legibility, and correct or replace them as necessary to identify in red pencil or ink, showing all variations or changes made to the construction design. The drawings shall be delivered to the COR prior to requesting final payment. If a choice of materials and/or methods is permitted, the as-built drawings shall define the construction actually provided. Representation of such variations shall conform to standard drafting practice and include short supplementary notes, legends, and details as required to fully describe the actual conditions. Utilities shall be dimensioned from two known points or an existing permanent object, to the centerline of the ditch. Legibility and clear portrayal of the as-built construction and working as-built marked prints shall be subject to review and approval by the CO. Refer to Section 01 78 00 CLOSEOUT SUBMITTALS for the remaining extent of required As-Built Drawing Criteria.

1.34 PASS AND IDENTIFICATION

a. The Contractor shall obtain the necessary, unescorted passes and/or identifications for entry into the Base for himself, all employees, and subcontractors prior to commencement of work. Prescribed identification shall immediately be delivered to the CO for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. The Government reserves the right to refuse to issue a pass to any and all employees of the Contractor for any reason deemed appropriate by the Government and in doing so shall not be entitled to equitable adjustment or relief under the Contract Disputes Act. The Pass and Registration Office may be contacted at DSN 226-3995. The Government will issue passes depending on the type of work to be completed and the length of the contract. The Government may inspect at its discretion all vehicles, including those with vehicle passes.

b. Conditions caused by force majeure (acts of war, terrorism, nature, etc.) shall be addressed via contract time extension, where warranted, at no cost only. The Contractor shall anticipate that in the event of heightened alert, access to the Base may be denied for approximately three to five days. The Contractor shall also anticipate that during periods of heightened alert, time required to access the Base may increase.

c. Whenever the Government takes action, in its sovereign capacity under these conditions, the Contractor shall not be entitled to any additional monies or damages.

1.34.1 Employee Parking

Contractor and subcontractor employees shall park privately-owned vehicles in an area designated by the CO. This area will be within reasonable walking distance of the construction site. Contractor and subcontractor

Section 01 11 00 Page 18 employee parking shall not interfere with existing and established parking requirements of the military installation.

1.35 OBSERVATIONS

Observation of work by the Government is for the sole benefit of the Government. The Contractor is fully responsible for supplying all necessary quality and technical inspections during the normal progress of work.

Review of work in progress by the Government at any time prior to the Final Acceptance does not constitute interim or final acceptance. At the discretion of the CO, observations may be directed of work-phased work segments at their completion and prior to initiation of any further work.

If phased observations is directed, the Contractor shall notify the CO in writing at least 14 days prior to expected completion of the phase to be observed. Such observations shall not relieve the Contractor for variations or unacceptable conditions discovered up to and including the Final Acceptance. Destructive testing may be required and shall be performed by the Contractor at the direction of the CO. Work tested in this fashion shall be compensated only if found to conform to the contract requirements.

1.36 PRELIMINARY AND FINAL OBSERVATIONS

The Contractor shall request scheduling of the final and pre-final observations in writing a minimum of 10 work days in advance of project completion. The request for scheduling will be in writing to the CO.

Deficiencies shall be corrected within 14 days of the pre-final observation.

1.37 UTILITIES

The Government shall make all reasonable amounts of domestic water and electricity available to the Contractor without charge. The Contractor shall carefully conserve any utilities furnished by the Government. The Contractor, at his/her expense and in a workmanlike manner satisfactory to the COR, shall install and maintain all necessary temporary connections and distribution lines, and all meters (if necessary) to measure the amount of each utility used. The Contractor shall furnish to the CO for approval, a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical and water systems.

Telephone service is the responsibility of the Contractor, and shall be coordinated with the COR and the local communication company. Before final acceptance of the work by the Government, the Contractor shall remove all temporary connections, distribution lines, meters, and associated paraphernalia.

a. Suspension of Utilities: The Contractor shall request approval of the CO or his authorized representative 30 days prior to the suspension of utilities. In order to minimize the outage, the Contractor shall accomplish all work up to the point of connection of each unit before connecting the new system.

b. Interruption of Utilities: Contractor shall perform the work with a minimum of outage time for all utilities. Contractor shall give written notification to the COR at least 30 working days in advance of his need for a proposed utility outage. The utilities may be interrupted only when approved in writing. Because of mission requirements, utility interruptions may have to be scheduled at a time other than that requested by the Contractor.

Section 01 11 00 Page 19

c. Road Closure: Contractor will provide two weeks written notification to the COR prior to roadway closures for utility runs.

Contractor shall attempt to maintain traffic flow by working half roadway at a time.

Section 01 11 00 Page 20

1.38 CONSTRUCTION SIGN

Section 01 11 00 Page 21

1.39 EMERGENCIES

In case of an emergency, the CO, Security Forces personnel, Base Fire Chief, and other base personnel as identified have the authority to order the Contractor to stop work and clear the area of personnel and equipment. The Contractor shall comply with such an order with all possible speed. After clearing the work site as instructed, the Contractor shall immediately inform the CO of all verbal or written stop work orders. In the case of being halted by Security Forces personnel, the Fire Chief, or other base personnel as identified, the Contractor shall notify the CO in writing and provide explanation for the stoppage.

1.40 AVAILABILITY OF WORK SITE AND WORKING HOURS

a. The Contractor shall provide a notice to the CO at least 14 days prior to commencement of the on-site work in order for the using activity to vacate the work site. The work site will be made available to the Contractor as follows:

(1) Work Days: Monday through Sunday, except U.S. legal holidays.

(2) Working Hours: 0800 to 1900 hours.

The above working days and hours may be extended by the CO upon the Contractor's request on the stipulation that work requiring inspecting by the Government or work unable to be inspected by the Government on the following day shall not be performed during the extended days and hours.