DRAFT SPECS - ADR Kadena-20z0031.pdf

FY21 LXEZ193344 APSI-ADR EQUIPMENT STORAGE FACILITY

KADENA AIR BASE, OKINAWA, JAPAN

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19.01 TEMPORARY ENVIRONMENTAL CONTROLS - KADENA AIR BASE

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 13.00 10 ASBESTOS ABATEMENT

02 83 13.00 20 LEAD IN CONSTRUCTION

02 83 19.00 30 ABATEMENT OF LEAD-BASED PAINT - 18 WING JEGS-COMPLIANT

SPECIFICATION

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 14 00 FLUID-APPLIED WATERPROOFING

07 22 00 SPRAYED APPLIED POLYURETHANE INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 56 00 LIQUID-APPLIED ROOFING SYSTEM

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 16 ALUMINUM DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 51 13 ALUMINUM WINDOWS

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08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 53 TRAFFIC SIGNAGE

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 [SEISMIC ]BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

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

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

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 12 19.10 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 64.00 10 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

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31 11 00 CLEARING AND GRUBBING

31 31 16.13 CHEMICAL TERMITE CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID

PAVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

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

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACING

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES

32 92 19 SEEDING

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

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DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

NO. SHEET NO. TITLE

1 GC101 OVERALL HAULING ROUTE

2 C-001 GENERAL,GRADING AND PAVING,
GENERAL TRAFFIC, PUBLIC

HEALTH AND 
SAFETY & CULTURAL ASSETS SURVEY NOTES

3 C-002 WATER NOTES AND CIVIL UTILITIES NOTES,
LEGEND & SYMBOLS

4 VF101A SITE 3 - TOPOGRAPHIC SURVEY

5 BB001A SITE 3 - BORING LOGS

6 CD101A SITE 3 - DEMOLITION PLAN

7 CS101A SITE 3 - SITE PLAN

8 CG101A SITE 3 - GRADING & DRAINAGE PLAN

9 CG301A SITE 3 - GRADING SECTIONS

10 CG302A SITE 3 - GRADING SECTION

11 CU101A SITE 3 - UTILITY PLAN

12 CU201A SITE 3 - WATER LINE PROFILE
(WL-A1 & WL-A2)

13 VF101B SITE 4 - TOPOGRAPHIC SURVEY

14 BB001B SITE 4 - BORING LOGS

15 CD101B SITE 4 - DEMOLITION PLAN

16 CS101B SITE 4 - SITE PLAN

17 CG101B SITE 4 - GRADING & DRAINAGE PLAN

18 CG301B SITE 4 - GRADING SECTIONS

19 CU101B SITE 4 - UTILITY PLAN

20 CU201B SITE 4 - WATER LINE PROFILE
(WL-B1, WL-B2, WL-B3)

21 VF101C SITE 6/7 - TOPOGRAPHIC SURVEY

22 BB001C SITE 6/7 - BORING LOGS

23 CD101C SITE 6/7 - DEMOLITION PLAN

24 CS101C SITE 6/7 - SITE PLAN

25 CG101C SITE 6/7 - GRADING & DRAINAGE PLAN

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26 CG301C SITE 6/7 - GRADING SECTIONS

27 CU101C SITE 6/7 - UTILITY PLAN

28 CU201C SITE 6/7 - WATER LINE
PROFILE (WL-C1, WL-C2)

29 C-501 WATER LINE DETAILS - 1

30 C-502 WATER LINE DETAILS - 2

31 C-503 STORM DRAINAGE DETAILS

32 C-504 STORM DRAINAGE DETAILS

33 C-505 UNDERGROUND INFILTRATION
BASIN PLAN, AND SECTION

34 C-506 PAVEMENT AND WALK DETAILS

35 C-507 TEMPORARY EROSION CONTROL
NOTES AND DETAILS

36 C-508 EROSION CONTROL BLANKET DETAILS

37 S-001 GENERAL NOTES

38 S-002 TYPICAL SLAB ON GRADE DETAILS

39 S-003 TYPICAL CONCRETE WALL DETAILS

40 S-101A SITE 3 - FOUNDATION PLAN

41 S-102A SITE 3 - ROOF FRAMING PLAN

42 S-201A SITE 3 - BUILDING ELEVATIONS

43 S-202A SITE 3 - BUILDING ELEVATIONS

44 S-301A SITE 3 - BUILDING SECTIONS

45 S-302A SITE 3 - BUILDING SECTIONS

46 S-501A SECTIONS AND DETAILS

47 S-502A SECTIONS AND DETAILS

48 S-503 SECTIONS AND DETAILS

49 S-101B OVERALL FOUNDATION PLAN

50 S-102B PARTIAL FOUNDATION PLAN - 
AREA A

51 S-103B PARTIAL FOUNDATION PLAN - AREA B

52 S-104B OVERALL ROOF FRAMING PLAN

53 S-105B PARTIAL ROOF FRAMING PLAN - AREA A

54 S-106B PARTIAL ROOF FRAMING PLAN - AREA A

55 S-201B BUILDING ELEVATIONS

56 S-202B BUILDING ELEVATIONS

57 S-301B BUILDING SECTIONS

58 S-302B BUILDING SECTIONS

59 S-501B DETAILED SECTIONS

60 S-101C OVERALL FOUNDATION PLAN

61 S-102C PARTIAL FOUNDATION PLAN -
AREA A

62 S-103C PARTIAL FOUNDATION PLAN - 
AREA B

63 S-104C OVERALL ROOF FRAMING PLAN

64 S-105C PARTIAL ROOF FRAMING PLAN -
AREA A

65 S-106C PARTIAL ROOF FRAMING PLAN -
AREA B

66 S-201C BUILDING ELEVATIONS

67 S-202C BUILDING ELEVATIONS

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68 S-301C BUILDING SECTIONS

69 S-302C BUILDING SECTIONS

70 S-501C DETAILED SECTIONS

71 S-601 FOUNDATION DETAILS AND SCHEDULE

72 S-602 TYPICAL CONCRETE COLUMN DETAILS 
AND SCHEDULE

73 S-603 TYPICAL CONCRETE SLAB DETAILS AND
SCHEDULE

74 S-604 TYPICAL CONCRETE BEAM DETAILS AND
SCHEDULE

75 A-001 ABBREVIATIONS

76 A-002 ABBREVIATIONS, MATERIALS, GRAPHIC 
SYMBOLS & GENERAL

NOTES

77 A-311 WALL SECTIONS

78 A-312 WALL SECTIONS

79 A-313 WALL SECTIONS

80 A-501 DOOR & WINDOW DETAILS

81 A-502 LOUVER DETAILS

82 A-531 EXTERIOR DETAILS

83 A-532 EXTERIOR DETAILS

84 A-601 DOOR SCHEDULE, TYLES AND LEGEND

85 A-602 WINDOW & LOUVER SCHEDULE, TYPES AND
LEGEND

86 A-101A SITE 3 - FLOOR PLAN

87 A-102A SITE 3 - PARTIAL FLOOR PLAN - AREA A

88 A-103A SITE 3 - PARTIAL FLOOR PLAN - AREA B

89 A-121A SITE 3 - REFLECTED CEILING PLAN

90 A-131A SITE 3 - ROOF PLAN

91 A-201A SITE 3 - EXTERIOR ELEVATIONS

92 A-202A SITE 3 - EXTERIOR ELEVATIONS

93 A-301A SITE 3 - BUILDING SECTIONS

94 A-101B SITE 4 - OVERALL FLOOR PLAN

95 A-102B SITE 4 - PARTIAL FLOOR PLAN - AREA A

96 A-103B SITE 4 - PARTIAL FLOOR PLAN - AREA B

97 A-121B SITE 4 - OVERALL REFLECTED CEILING PLAN

98 A131B SITE 4 - ROOF PLAN

99 A-201B SITE 4 - EXTERIOR ELEVATIONS

100 A-202B SITE 4 - EXTERIOR ELEVATIONS

101 A-301B SITE 4 - BUILDING SECTIONS

102 A-101C SITE 6/7 - OVERALL FLOOR PLAN

103 A-102C SITE 6/7 - PARTIAL FLOOR PLAN - AREA A

104 A-103C SITE 6/7 - PARTIAL FLOOR PLAN - AREA B

105 A-121C SITE 6/7 - OVERALL REFLECTED CEILING PLAN

106 A-131C SITE 6/7 - ROOF PLAN

107 A-201C SITE 6/7 - EXTERIOR ELEVATIONS

108 A-202C SITE 6/7 - EXTERIOR ELEVATIONS

109 A-301C SITE 6/7 - BUILDING SECTIONS

110 M-001 MECHANICAL NOTES, LEGENDS
AND ABBREVIATIONS

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111 M-601 HVAC CONTROL DIAGRAMS AND
SEQUENCE OF OPERATIONS

112 M-701 HVAC SCHEDULES

113 M-100A SITE 3-HVAC OVERALL PLAN

114 M-101A SITE 3-HVAC PLAN-AREA A

115 M-102A SITE 3-HVAC PLAN-AREA B

116 M-301A SITE 3 - HVAC SECTION

117 M-100B SITE 4-HVAC OVERALL PLAN

118 M-101B SITE 4-HVAC PLAN-AREA A

119 M-102B SITE 4-HVAC PLAN-AREA B

120 M-301B SITE 3 - HVAC SECTION

121 M-100C SITE 6/7 - HVAC OVERALL PLAN

122 M-101C SITE 6/7 - HVAC PLAN - AREA A

123 M-102C SITE 6/7 - HVAC PLAN - AREA B

124 M-301C SITE 6/7-HVAC SECTION

125 P-001 MECHANICAL NOTES, LEGEND AND ABBREVIATIONS

126 P-100A SITE 3 - PLUMBING OVERALL PLAN

127 P-101A SITE 3 - PLUMBING PLAN - AREA A

128 P-102A SITE 3 - PLUMBING PLAN - AREA B

129 P-100B SITE4 - PLUMBING OVERALL PLAN

130 P-101B SITE 4 - PLUMBING PLAN - AREA A

131 P-102B SITE 4 - PLUMBING PLAN - AREA B

132 P-100C SITE 6/7 - PLUMBING OVERALL PLAN

133 P-101C SITE 6/7 - PLUMBING PLAN - AREA A

134 P-102C SITE 6/7 - PLUMBING PLAN - AREA B

135 F-001 FIRE SUPPRESSION NOTES, LEGEND
AND ABBREVIATIONS

136 F-002 FIRE ALARM SYSTEM NOTES, 
WIRING AND LEGEND

137 F-003 MISCELLANEOUS DETAILS

138 FX-100A SITE3 - FIRE SUPPRESSION OVERALL PLAN

139 FX-101A SITE 3 - FIRE SUPPRESSION PLAN - AREA A

140 FX-102A SITE 3 - FIRE SUPPRESSION PLAN - AREA B

141 FX-301A SITE 3 - SUPPRESSION SECTION

142 FX-401A SITE 3 - SUPPRESSION ENLARGED
VIEWS & EQUIPMENT SCHEDULE

143 FA-101A SITE 3 - FIRE ALARM SYSTEM FLOOR PLAN 
AND ENLARGED

TELECOM/UTILITY
FIRE ALARM SYSTEM PLAN

144 FX-100B SITE4 - SUPPRESSION OVERALL PLAN

145 FX-101B SITE 4 - FIRE SUPPRESSION PLAN - AREA A

146 FX-102B SITE 4 - FIRE SUPRESSION PLAN - AREA B

147 FX-301B SITE 4 - FIRE SUPPRESSION SECTION

148 FX-401B SITE 4 - SUPPRESSION ENLARGED
VIEWS & EQUIPMENT SCHEDULE

149 FA-101B SITE 4 - FIRE ALARM SYSTEM FLOOR PLAN
AND ENLARGED

TELECOM/UTILITY ROOM
FIRE ALARM SYSTEM PLAN

150 FX-100C SITE 6/7 -FIRE SUPPRESSION OVERALL PLAN

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151 FX-101C SITE 6/7 - FIRE SUPPRESSION PLAN - AREA A

152 FX-102C SITE 6/7 - FIRE SUPPRESSION PLAN - AREA B

153 FX-301C SITE 6/7-SUPPRESSION SECTION

154 FX-401C SITE 6/7 - SUPPRESSION ENLARGED 
VIEWS & EQUIPMENT

SCHEDULE

155 FA-101C SITE 6/7 - FIRE ALARM SYSTEM FLOOR PLAN
AND ENLARGED

TELECOM/UTILITY ROOM
FIRE ALARM SYSTEM PLAN

156 E-101A SITE 3-NEW LIGHTING SYSTEM FLOOR PLAN

157 E-102A SITE 3-NEW RECEPTACLE SYSTEM FLOOR
PLAN

158 E-103A SITE 3 - NEW POWER SYSTEM FLOOR PLAN

159 E-401A SITE 3-ENLARGE UTILITY ROOM PLAN

160 E-100B SITE 4-NEW LIGHTING SYSTEM FLOOR PLAN

161 E-101B SITE 4-NEW RECEPTACLE SYSTEM FLOOR
PLAN

162 E-103B SITE 4 - NEW POWER SYSTEM FLOOR PLAN AND 
PANEL

INSTALLATION ENLARGED PLAN

163 E-401B SITE 4-ENLARGE UTILITY ROOM PLAN

164 E-100C SITE 6/7-NEW LIGHTING SYSTEM FLOOR PLAN

165 E-101C SITE 6/7-NEW RECEPTACLE SYSTEM FLOOR PLAN

166 E-103C SITE 6/7 - NEW POWER SYSTEM FLOOR PLAN AND
PANEL

INSTALLATION ENLARGED PLAN

167 E-401C SITE 6/7-ENLARGE UTILITY ROOM PLAN

168 E-103A SITE 3 - NEW POWER SYSTEM FLOOR PLAN

169 E-103B SITE 4 - NEW POWER SYSTEM FLOOR PLAN AND
PANEL

INSTALLATION ENLARGED PLAN

170 E-103C SITE 6/7 - NEW POWER SYSTEM FLOOR PLAN AND
PANEL

INSTALLATION ENLARGED PLAN

1.3 [ SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 [ Reference Drawing[s]

The following reference drawing[s] [is] [are] intended only to show the original construction. Drawing[s] [is] [are] the property of the Government and shall not be used for any purpose other than that intended by the contract. [The drawing[s] [is] [are] [half] [full] size.

Full-size drawings are available at the bidder's or Contractor's expense.

[Information on procuring these full-size drawings may be obtained from the Contracting Officer.] [Full size drawings may be inspected during regular working hours at [the office of the Contracting Officer.] [the station.]]

NAVFAC DWG NO. TITLE

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]] 1.3.2 [ Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

[Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders [in the office of the Contracting Officer] [at the station].]

] 1.3.3 [ Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the station. The data are available for examination by prospective bidders [in the office of the Contracting Officer] [at the station]. [The soils report is included as part of the solicitation].

] -- End of Document --

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SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The word "Government" shall be read as "United States Government" whenever the word "Government" appears in this Contract, unless otherwise stated.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 SUBMITTALS

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

submittals not having a "G" designation are for information only . Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos Key Personnel Qualifications ; G Conformed Drawings Submittal

SD-07 Certificates

Monthly Progress Photos

SD-11 Closeout Submittals

1.4 ACCEPTABLE ALTERNATIVES JAPANESE STANDARDS

Where indicated in the induvial technical specifications REFERENCES paragraph, acceptable Japanese Standards are listed which are considered acceptable alternatives to the US standards within the Contract Specifications. Note the majority of specifications do not have any listed Japanese Standards. Incorporation of acceptable Japanese construction methods, materials, and equipment that are otherwise

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Inf orm ati on al Purp os es authorized by the contract, is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. Japanese standards not referenced in these specifications as being acceptable alternatives to US standards are desired and are to be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.

1.5 MANDATORY U.S. TESTED PRODUCTS

The following items shall meet U.S. testing methods (e.g. UL listed, FM approved, ASTM, etc.) and shall be labeled as required. These items shall not be substituted with Japanese testing methods (e.g. JIS, JASS, etc.)

for certification:

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements). Fire suppression systems includes wet chemical, dry chemical, mist, deluge, pre-acion, foam, and clean agent, in addition to standard sprinkler systems.

b. Fire pumps, including motors, controllers, drives, and valves.

c. Fire alarm and mass notification systems, including panels, initiating devices, notification appliances, smoke alarms (conductors and conduits of Japanese manufacturer may meet the functional requirements).

d. Engineering technician requirements for development of fire suppression systems and alarm system shop drawings, calculations, and material submittals.

e. Fire doors, smoke doors, and frames.

f. Fire dampers and smoke dampers.

g. Interior finishes with flame spread and smoke development ratings required for installation of rated assemblies.

h. Insulation with flame spread and smoke development ratings.

i. Fire proofing and fire stopping materials.

j. Plenum rated cables.

k. Domestic water supply piping and fixtures (NSF stamped and/or labeled)

1.6 KEY PERSONNEL QUALIFICATIONS

The Contractor's Project Key personnel shall not be assigned duties to any other Contracts (excluding the project manager) without approval from the Contracting Officer. The Site Safety Health Officer shall not be assigned other duties. The CQC System Manager shall not be assigned other duties.

Within five (5) working days after receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer an organizational chart, the qualifications and background history of the

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Inf orm ati on al Purp os es proposed Key Personnel for approval. The Contracting Officer shall have the explicit right to determine acceptability (or rejection) of the proposed individuals. In addition, the Contractor shall be responsible to replace said individuals upon notification by the Government should performance become inadequate during the Contract period. Key Personnel shall attend the Preconstruction conference.

1.6.1 Project Manager

The Project Manager shall have a minimum of five (5) years experience as a Project Manager on construction projects similar in size and scope to this Contract. The Project Manager shall maintain oversight of Contract proposals prepared by the Contractor staff and be authorized to negotiate Contract terms and sign Contract documents on behalf of the Contractor.

The project manager does not need to be present on the site daily, but shall attend weekly progress meetings and be available on site within 24 hours upon request.

1.6.2 Project Superintendent (Supervisor)

The Project Superintendent shall be on the work site when on-site work is being performed and shall be available to the Contracting Officer or his representatives upon request. The Project Superintendent shall have overall responsibility for all operations at the job site and be authorized to make decisions, negotiate Contract terms and sign Contract documents on behalf of the Contractor. The Project Superintendent shall have a minimum of five (5) years experience as a superintendent on construction projects similar in size and scope to this Contract.

1.6.3 English Speaking Representative (Interpreter)

At all times during the Contract period the Contractor shall have an employee capable of fluent bilingual speech in the Japanese and English languages at the job site. The bilingual interpreter shall have the capability to receive and issue concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of Contract administration and construction. Within fifteen (15) days after notice of Contract award, the Contractor shall submit in writing to the Contracting Officer's Representative the qualifications and background history of the proposed interpreter for approval. The Contracting Officer's Representative shall have the explicit right to determine acceptability or rejection of the proposed individual. In addition, the Contractor shall be responsible to replace said individual upon notification by the Government should performance become inadequate during the Contract period. The interpreter shall attend the preconstruction conference.

1.6.4 Contractor Quality Control

1.6.4.1 Contractor Quality Control System Manager (CQCSM)

The CQC System Manager is required to be a graduate of an accredited college with an engineering, architecture, or construction management degree, with a minimum of 5 years construction experience on construction of similar size and scope to this Contract. Refer to Section 01 45 00.00 10 QUALITY CONTROL, Paragraph "CQC System Manager" for additional requirements.

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1.6.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:Civil, Structural, Fire Protection, Environmental, Concrete, Pavements, and Soils.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies may be employed by the prime contractor or a subcontractor on this project. These individuals can perform other duties but need to be allowed sufficient time to perform the specialized personnel's assigned quality control duties as described in the Quality Control Plan. A single person cannot cover more than one area.

1.6.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.7 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This paragraph specifies the procedure for determination of time extensions for unusually severe weather in accordance with the Contract clause entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

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

b. The listing below defines the monthly anticipated adverse weather days for the Contract period and is based upon 20th Weather Squadron (MAC), U.S. Air Force; Iwakuni U.S. Marine Corps Air Station, Weather Service; Sasebo Naval Pacific Meteorology and Oceanography Detachment;

JASDF (Japan Air Self Defense Force), or similar data for the geographic location of the project. (More specific information may be obtained as specified under Special Contract Requirements Clause entitled "Physical Data.")

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo Osaka

JAN 8 1 2 5 7 4

FEB 9 3 4 7 6 4

MAR 6 6 7 8 7 5

APR 3 6 6 6 7 4

MAY 4 4 6 6 6 4

JUN 5 9 8 6 12 5

JUL 6 6 6 6 9 4

AUG 6 6 5 9 9 3

SEP 6 7 6 7 9 4

OCT 4 5 4 4 8 4

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NOV 6 4 4 4 5 3

DEC 7 1 3 5 5 3

The above schedule of anticipated adverse weather days shall constitute the base line for monthly (or portion thereof) weather time evaluations.

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

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b), above, the Contracting Officer shall convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract clause entitled "DEFAULT

(FIXED PRICE CONSTRUCTION)".

e. For all work under this Contract, adverse weather is defined as:

(1) Rainfall - Number of occurrences of precipitation greater than or equal to 0.10 inches (2.54mm).

(2) Snowfall - Number of occurrences of precipitation greater than or equal to 1.00 inches (25.4mm). (Not applicable to Okinawa Area)

(3) Cold Temperature - Number of occurrences when daily maximum temperature does not exceed the monthly mean low temperature or 32 degrees Fahrenheit (0 degrees Celsius), whichever is lower. (Not applicable to Okinawa Area)

(4) Concurrence between snowfall and cold temperature is 80 percent, i.e. 80 percent of the time snow falls, the temperature is "cold".

(5) Wind - Number of occurrences when the wind is gusting 30 knots (56 kilometers/hour) or greater.

f. The Contractor's schedule must reflect the above anticipated adverse weather delays on all weather-dependent activities.

1.8 PERMITS AND RESPONSIBILITIES

The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any laws, codes, and regulations (including the requirements of material, prefectural, and local Government of Japan, and associated military installation) applicable to the performance of work.

The Contractor shall also be responsible for all damages to persons or property that occur as a result of the Contractor's fault or negligence.

These damages shall be repaired or replaced by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

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Submit a schedule of planned road closures to the Contracting Officer with the initial project schedule. Notification of specific road closures shall be in writing to the Contracting Officer not less than thirty (30) calendar days in advance of the intended closure. The road closure request shall include the planned traffic control measures as well as the general information about the closure. All road closures shall be coordinated with base officials and are subject to base requirements. No road closure shall be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures is generally not permitted (at least one way traffic shall always be provided).

1.9 SPECIAL CONTRACT REQUIREMENTS

1.9.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference) per FAR 42.503 shall be held. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the meeting.

b. Weekly Progress Meetings. A weekly progress meeting shall be conducted, with the day, time, and location to be determined at the Preconstruction Conference. The Contractor's Project Manager, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, Director of Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the progress meeting for review.

c. Red Zone Meeting. A Red Zone meeting shall be conducted for Contracts with a value in excess of 55,000,000 JPY or those deemed sufficiently complex by the Contracting Officer to warrant one. The purpose of the Red Zone meeting is to discuss closeout requirements for the contract and to establish a timeline to get those items completed (see Section 01 78 00 CLOSEOUT SUBMITTALS for typical closeout requirements). The meeting is a good time for the Contractor to gain approval on format for items such as Operations and Maintenance manuals, the equipment-in-place list, the warranty plan, and any other items. The Initital Red Zone is typically scheduled when project reached 75 percent completion milestone. Provide the meeting agenda for review 24 hours prior to the meeting, take notes during the meeting, and provide electronic copies of the meeting minutes in English within 24 hours of the Red Zone meeting.

d. Safety and Quality Control Meetings. Safety and quality control meetings shall be held as needed and determined by the Contractor.

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Section 01 45 00.00 10 USACE QUALITY CONTROL for specific requirements.

e. Construction Waste Management Meetings. See Section 01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT for requirements.

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1.9.2 Conformed Drawings Submittal

Contractor shall submit one (1) hard copy Japanese-style folded and bound set of conformed A3 size drawings. Submittal shall be provided to the Resident Office at the Pre-Construction meeting. Conformed drawings are defined as the original advertised drawings with amended drawing sheets replaced in-kind with the corresponding original sheet number. If applicable, add new sheets and remove deleted sheets in accordance with amendment instructions. If multiple amendments are issued, supersede any previously amended drawing so that only the highest numbered amendment drawing is included.

1.10 PROGRESS PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project. Submit the Initial Site Conditions Photos , Monthly Progress Photos . Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.11 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all base regulations, including fire, traffic, safety, and security regulations. All Contractors shall keep within the limits of the work (and avenues of ingress and egress), and shall not enter any restricted areas unless required to do so and are cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.11.1 Request for Contractor's Employee Passes and Vehicle Passes

No employee or representative of the Contractor shall be admitted to the work site without a Contracting Officer's furnished authorized admittance. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

Provide all information required for background checks to meet base access requirements to be accomplished by Base Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. The Government reserves the right to make changes to the Contractor security requirements or processes due to a change in the Force Protection Condition (FPCON).

Upon completion of this Contract, return all employee and vehicle passes to the base, and obtain a certification of receipt. Final payment shall be withheld until all passes have been returned.

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1.11.2 No Smoking Policy

Smoking is prohibited on installations except in designated smoking areas. This applies to existing buildings, buildings under construction, and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer shall identify designated smoking areas.

1.11.3 Munitions and Explosives of Concern (MEC)

Munitions and Explosives of Concern (MEC): Unexploded Ordnance (UXO), Material Presenting a Potential Explosive Hazard (MPPEH), Chemical Agents (CA), or Discarded Military Munitions (DMM) on jobsites shall be treated as extremely dangerous and must be reported immediately. Follow the 3Rs:

RECOGNIZE, RETREAT, and REPORT. In the event MEC are discovered or uncovered, immediately stop work in that area and immediately inform the Contracting Officer's Representative. Contractor shall provide dispatch and Contracting Officer's Representative with specific location of the item. Contractor personnel shall stop work in the immediate vicinity of the discovery and maintain a minimum distance of 300 meters from the item.

Contractor shall maintain flexibility in redirecting personnel and work effort in the event that items possessing an explosive hazard are discovered and construction personnel are excluded from areas during the destruction/removal process.

1.11.4 Unexploded Ordnance (UXO) Procedures on Kadena Air Base

Kadena Air Base 718 CES/CEN assesses the area as UXO unlikely with a low probability of uncovering UXO's on the site. However, since there is always a possibility of encountering UXOs anywhere on Okinawa, albeit unlikely at this location, excavations and other construction activities related earth work on the project site, require a measure of caution. The Ground Penetrating Radar (GPR) survey specified in 01 35 26 paragraph "Utilities Within and Under Concrete, Bituminous Asphalt, and Other Impervious Surfaces" for the identification of underground utilities will identify anomalies. Best practices of conducting GPR surveys are to repeat them in areas greater than the used method's level of detection (LOD), down to a depth of 2 meters, to ensure no utility lines or other suspicious objects are present. If suspected UXOs are identified, the construction team needs to follow the standard UXO notification procedures per the Kadena policies identified in attachment 01 11 00.00 10-B "UXO Emergency Mitigation Steps and Survey Policies."

1.12 ORDER OF WORK

1.12.1 Schedule

Schedule all work to cause the least amount of interference with activity operations. Permission to interrupt any activity, roads, or utility services shall be requested in writing a minimum of 30 calendar days prior to the desired date of interruption. Interruptions of activities, roads, and utility services shall be allowed only when they will not cause interference with the operations of the activity. The Contractor shall remove and dispose off Government property all Contractor generated debris at the end of each shift, or more frequently if required, to keep the space usable. Upon award of this Contract, the Contractor shall begin and complete all required work; ready for use and including cleanup, within the time period specified on this Contract. All work scheduled in

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1.12.2 Working Hours

Normal Working Hours and Days are Monday through Saturday, 0800 hours through 1700 hours.

1.12.3 Noise and Vibration

Noise greater than 70 decibels and vibration producing work in occupied buildings shall be conducted outside core school/business hours (0700 - 1430) unless written permission is given by the Contracting Officer.

1.12.4 Work Outside of Regular Hours

If the Contractor desires to carry on work outside the regular hours, on Sundays, or holidays, a written application shall be submitted to the Contracting Officer or his representative for approval. The Contractor shall allow three working days notice to enable satisfactory arrangements to be made by the Government for inspecting the work in progress. If work is to be accomplished after daylight hours, the Contractor shall illuminate the area in a manner approved by the Contracting Officer or their representative and in accordance with EM 385-1-1 . Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.13 FIRE PREVENTION DURING CONSTRUCTION

1.13.1 General

Comply with all pertinent fire prevention provisions of the US Army Corps of Engineers Manual EM 385-1-1 , NFPA 241 and shall follow the Installation fire regulations. Prior to commencement of welding or other hot work operations, obtain approval from the Installation Fire Chief.

1.13.2 Supply

No more than one day's supply of paint, paint materials, or compounds shall be allowed within the area of the building, and shall be removed from the job site after each working day. No gasoline or similar low flash point flammable liquid shall be allowed within the building area.

After proper coordination with the Facility's Emergency Services (to confirm the maximum allowable quantities and location of storage), storage of additional product may be authorized.

1.13.3 Fire Extinguishers

Provide, as a minimum, the number, size, and type of fire extinguishers in accordance with the latest NFPA 10 . The Contractor shall comply with the Installation Fire Chief's policies if they are more stringent than NFPA 10 .

Fire extinguishers shall remain the property of the Contractor and shall be removed upon completion of the project.

1.13.4 Housekeeping

Accumulations of combustible material shall be removed from the building area on a daily basis.

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1.13.5 Handling of Gasoline

Gasoline shall be stored in industry standard approved safety containers.

Adequate ventilation shall be provided to safely dispose of flammable vapors where flammable liquids are utilized. Gasoline powered equipment shall be refueled a minimum 6 meters away from the building area.

1.13.6 Notification of Fire

Be familiar with methods for notifying the Installation Fire Department.

The Installation's fire poster shall be posted in conspicuous locations and at telephones in construction shacks.

1.14 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

The Contractor shall furnish all materials necessary for performance of the work of this contract unless otherwise specified. Materials procured shall be new and shall meet any specifications and standards listed in these specifications. If no specification for a material needed to perform this contract are stated, the material shall be new, of acceptable industrial grade and quality, equal to or better than the manufacturer's original equipment for equipment being repaired or replaced, and will be compatible with existing materials and systems. All materials provided under this contract shall be free of asbestos, lead in paint, and PCB.

The Contracting Officer reserves the right to request submittal of any material being provided under this contract. The Contracting Officer shall make the final determination of the acceptability of any material used on this contract.

1.15 CORRESPONDENCE

All correspondence addressed to the Government shall be made through serialized letters furnished with one original and two copies. Serialized letters shall begin with the number S-0001 and shall be continuous without a break in numbering. Serialized letters shall include the contract title and number, date, subject, and shall be signed by an authorized representative of the Contractor.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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Consolidated GFP Attachment V.M.1.1

Government Furnished Property

Attachment Number

Attachment File of

Attachment Date

Government Contracting Officer

Name Email Phone

Contract Award Contract Modification Solicitation AmendmentOR

Modification Number Amendment Number

Reference Procurement Instrument Number

Custodial Procurement Instrument Identification

Solicitation, Contract or Uniform PIID Number

Issuing Office

DoDAAC

Issue Year

(YY)

Contract

Type

Sequence

Number

Order Number (PIID Format FY16+)

Issuing Office

DoDAAC

Issue Year

(YY)

Contract

Type

Sequence

Number

OR

Old Order

Format

Reset Form Validate

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Consolidated GFP Attachment V.M.1.1

Government Furnished Property

ADD SERIALLY MANAGED ITEMS LIST

Line

Number Item Name Item Description NSN CAGE

Part

Number

Model

Number

Serial

Number

UII QTY

Unit of

Measure Unit Cost Use As Is

Remove Delivery Date

(On or Before) Duration Time Unit Delivery Event Notes

ADD NON-SERIALLY MANAGED ITEMS LIST

Line

Number Item Name Item Description NSN CAGE

Part

Number

Model

Number

QTY

Unit of

Measure Unit Cost Use As Is

Remove Delivery Date

(On or Before) Duration Time Unit Delivery Event Notes

Items Authorized to be Requisitioned by the Contractor and Paid for by DoD

ADD

Line

Number Item Name Item Description NSN CAGE

Part

Number

QTY

Unit of

Measure Unit Cost Use As Is

Remove

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SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

Payment items for the work of this Contract for which payments shall be made are listed in the CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, topographic surveys, cost of bond premiums, and for performing all work required by drawings and specifications for which separate payment is not otherwise provided. Work paid for under one item shall not be paid for under any other item. No separate payment shall be made for the work, services, or operations required by the Contractor, as specified in DIVISION 01, GENERAL REQUIREMENTS, to complete the project in accordance with these specifications; all costs thereof shall be considered as incidental to the work.

1.2 LINE ITEMS

1.2.1 CLIN 0001, Demolition and Construction for Site 3, 6/7, and 4

1.2.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Demolition and Construction for Site 3, 6/7, and 4" for work completed including, but not limited to demolish existing bldg 3556 and pavement at site 3, paved drainage swales at site 4, and pavement, retaining wall with fencing, and gravel at site 6/7, constructing primary facilities, and site work for all three sites. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.2.1.2 Unit of Measure

Unit of measure: job.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

Requests for payment shall be submitted in accordance with Federal Acquisition Regulations (FAR) Subpart 32.9, entitled "PROMPT PAYMENT", and Paragraphs 52.232-5 and 52.232-27, entitled "Payments Under Fixed-Price Construction Contracts", and "Prompt Payment for Construction Contracts", respectively. In addition each request shall be submitted in the number of copies and to the designated billing office as shown in the Contract.

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When submitting payment requests, the Contractor shall complete Blocks 1 through 12 of the "PROGRESS PAYMENT INVOICE" Form as directed by the Contracting Officer (provided in QCS). The completed form shall then become the cover document to which all other support data shall be attached.

One additional copy of the entire request for payment, to include the "PROGRESS PAYMENT INVOICE" cover document, shall be forwarded to a separate address as designated by the Contracting Officer.

The Contractor shall submit with each pay request, a list of subcontractors that have worked during that pay period. The listing shall be broken down into weeks, identifying each subcontractor that has worked during a particular week, and indicate the total number of employees that have worked on site for each subcontractor for each week. The prime Contractor shall also indicate the total number of employees for its on site staff for each week.

3.2 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

3.3 CONTRACT ADMINISTRATION

3.3.1 Contracting Officer (KO)

This Contract shall be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan Engineer District, APO AP 96338-5010.

3.3.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) Section 1.602-1-100, Administrative Contracting Officer(s) (ACO's) may be delegated a part of the Contracting Officer's authority to modify this Contract and perform Contract administration functions under Federal Acquisition Regulation (FAR) Section 42.302, subject to the authority and limitations set forth in the appointment and delegation letter.

3.3.3 Contracting Officer's Representative (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering this Contract. Refer to the clause in Section 00 70 00 CONDITIONS OF THE CONTRACT entitled CONTRACTING OFFICER'S REPRESENTATIVE (DFARS 252.201-7000) for the definition and limited authority of CORs.

3.4 DESIGNATED BILLING OFFICE

The designated billing office for this Contract is:

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Resident Engineer, Zukeran Resident Office U.S. Army Corps of Engineers, Japan Engineer District Unit 35132

APO AP 96376-5132

-- End of Section --

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

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

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only .Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications ; G

Preliminary Project Schedule ; G

Initial Project Schedule ; G

Periodic Schedule Update ; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this

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2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network.