FIO-DRAFT_W912HV26Z0002-DESC2103C 65pct Specs.pdf

US Army Corps of Engineers Japan District

FY24 DLA DESC2103C, CONSTRUCT BULK

STORAGE TANK PHASE II

YOKOTA AIR BASE, JAPAN

SPECIFICATIONS

INTERMEDIATE Submittal

SOLICITATION NO.:

CONTRACT AWARD NO.:

TBD

TBD

SEPTEMBER 2025

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DLA-DESC2103C, CONSTRUCT BULK STORAGE TANK PHASE II

YOKOTA AIR BASE, JAPAN

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/24 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 DESCRIPTION OF WORK

01 11 00 STATEMENT OF WORK

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 11 00.00 10-A GOVERNMENT FURNISHED PROPERTY

01 11 00.00 10-B UXO EMERGENCY MITIGATION MEMO (KADENA AB)

01 20 00 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 08/23 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025-R

01 33 00-B SUBMITTAL REGISTER

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN (APP)

WORKSHEET, ENG FORM 6293

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 11/16 QUALITY CONTROL

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 35 02/15 SPECIAL INSPECTIONS

01 45 35-A STATEMENT OF SPECIAL INSPECTIONS

01 45 35-B SCHEDULE OF SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 50 00-A PROJECT SIGNAGE

01 57 19.01 01/24 TEMPORARY ENVIRONMENTAL CONTROLS - AIR

FORCE INSTALLATIONS

01 57 19.01-A ENVIRONMENTAL PROTECTION (YOKOTA AB ONLY)

01 74 19 CONSTRUCTION AND DEMOLITION WASTE

MANAGEMENT

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 00-A DD 1354

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 08/18 OPERATION AND MAINTENANCE MANUALS FOR

AVIATION FUEL SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 08/22 DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 02/19 CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 12 00 08/18 STRUCTURAL STEEL

05 50 13 05/17 MISCELLANEOUS METAL FABRICATIONS

05 51 00 02/17 METAL STAIRS

05 51 33 02/16 METAL LADDERS

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05 52 00 02/18 METAL RAILINGS

05 59 10 11/22 ROLLING COVER FOR AVIATION REFUELING

VAULTS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 12 00 02/16 BUILT-UP BITUMINOUS WATERPROOFING

07 52 00 05/12 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 60 00 05/17 FLASHING AND SHEET METAL

07 84 00 05/10, CHG 1: 08/13 FIRESTOPPING

07 92 00 08/16 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 08/20 STEEL DOORS AND FRAMES

08 11 14 08/20 OIL TIGHT STEEL DOORS AND FRAMES

08 33 23 08/20, CHG 1: 02/22 OVERHEAD COILING DOORS

08 71 00 02/16 DOOR HARDWARE

08 91 00 08/20 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 90 00 05/11 PAINTS AND COATINGS

09 97 13.17 05/22 THREE COAT EPOXY INTERIOR COATING OF

WELDED STEEL PETROLEUM FUEL TANKS

09 97 13.27 02/21, CHG 1: 08/22 HIGH PERFORMANCE COATING FOR STEEL

STRUCTURES

DIVISION 10 - SPECIALTIES

10 14 00.10 08/17 EXTERIOR SIGNAGE

10 14 00.20 08/17 INTERIOR SIGNAGE

10 44 16 11/19 FIRE EXTINGUISHERS

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

23 30 00 05/20 HVAC AIR DISTRIBUTION

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.01 08/24 CYBERSECURITY FOR ELECTRICAL SYSTEMS

(ES) FACILITY-RELATED CONTROL SYSTEMS

- LOW IMPACT

25 05 11.02 08/24 CYBERSECURITY FOR FIRE AND LIFE SAFETY

(FLS) FACILITY-RELATED CONTROL SYSTEMS

- MODERATE IMPACT

25 05 11.03 08/24 CYBERSECURITY FOR FUEL PUMP

FACILITY-RELATED CONTROL SYSTEMS –

MODERATE IMPACT

DIVISION 26 - ELECTRICAL

26 05 48.00 10 10/07 SEISMIC PROTECTION FOR ELECTRICAL

EQUIPMENT

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 20 00 02/14 INTERIOR DISTRIBUTION SYSTEM

26 41 00 11/13 LIGHTNING PROTECTION SYSTEM

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26 42 19.00 20 04/06 CATHODIC PROTECTION BY IMPRESSED

CURRENT

26 51 00 05/16 INTERIOR LIGHTING

26 56 00 05/13 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 70 08/20 INTERIOR FIRE ALARM SYSTEM, ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 08/08 EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 32 19.13 02/21 GEOGRID SOIL STABILIZATION (GEONET)

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 23 08/17 AGGREGATE BASE COURSES

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 08/09 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 05/18 CONCRETE CURBS AND SIDEWALKS

32 92 19 08/17, CHG 1: 08/21 SEEDING

DIVISION 33 - UTILITIES

33 01 50.55 02/21 CLEANING OF PETROLEUM STORAGE TANKS

33 08 53 08/18 AVIATION FUEL DISTRIBUTION SYSTEM

START-UP

33 09 55 08/18 AVIATION FUEL PUMP CONTROL AND

ANNUNCIATION SYSTEM (CUT AND COVER

TANKS)

33 11 00 02/18 WATER UTILITY DISTRIBUTION PIPING

33 40 00 02/10 STORM DRAINAGE UTILITIES

33 52 23.15 05/25 POL SERVICE PIPING WELDING

33 52 43.11 08/18 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 08/18, CHG 1: 02/21 AVIATION FUEL PIPING

33 52 43.14 08/18, CHG 1: 02/21 AVIATION FUEL CONTROL VALVES

33 52 43.23 08/18, CHG 1: 02/21 AVIATION FUEL PUMPS

33 52 80 08/22 LIQUID FUELS PIPELINE COATING SYSTEMS

33 56 19 11/22 FUEL IMPERMEABLE LINER SYSTEM

33 56 21.17 05/25 SINGLE WALL ABOVEGROUND FIXED ROOF

STEEL POL STORAGE TANK

33 71 02 02/15 UNDERGROUND ELECTRICAL DISTRIBUTION

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DOCUMENT 00 01 15

LIST OF DRAWINGS

02/24

PART 1 GENERAL

1.1 SUMMARY

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

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

NO.

SHEET ID TITLE

1 G-001 COVER SHEET

2 G-002 INDEX OF DRAWINGS - 1

3 G-003 INDEX OF DRAWINGS - 2

4 G-004 GENERAL NOTES

5 G-005 ABBREVIATIONS AND SYMBOLS

6 G-006 BUILDING CODE SUMMARY

7 G-007 CODE COMPLIANCE SITE PLAN

8 G-008 LIFE SAFETY PLAN PUMP HOUSE (TANK 8) EASTSIDE FUELING

FACILITY

9 G-101 OVERALL LOCATION PLAN AND HAUL ROUTE

10 G-102 GENERAL PLAN

11 GC101 EROSION CONTROL PLAN

12 GC501 EROSION CONTROL DETAILS

13 V-101 OVERALL EXISTING CONDITIONS PLAN

14 V-102 EXISTING CONDITIONS PLAN - 1

15 V-103 EXISTING CONDITIONS PLAN - 2

16 B-101 BORING LOCATION PLAN

17 BB001 BORING LOGS - 1

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18 BB002 BORING LOGS - 2

19 BB003 BORING LOGS - 3

20 CD101 OVERALL DEMOLITION PLAN

21 CD102 DEMOLITION PLAN - 1

22 CD103 DEMOLITION PLAN - 2

23 CS101 OVERALL SITE PLAN

24 CS102 SITE PLAN - 1

25 CS103 SITE PLAN - 2

26 CS201 ROAD PROFILES

27 CS501 SITE DETAILS - 1

28 CS502 SITE DETAILS - 2

29 CG101 OVERALL GRADING AND DRAINAGE PLAN

30 CG102 GRADING AND DRAINAGE PLAN - 1

31 CG103 GRADING AND DRAINAGE PLAN - 2

32 CG301 SITE SECTION

33 CG501 GRADING AND DRAINAGE DETAILS

34 CU101 OVERALL UTILITY PLAN

35 CU102 WATER PLAN - 1

36 CU103 WATER PLAN - 2

37 CU201 WATER PROFILES

38 CU501 WATER DETAILS - 1

39 CU502 WATER DETAILS - 2

40 CF101 EASTSIDE FUELING FACILITY OVERALL BULK STORAGE PIPING

PLAN

41 CF102 EASTSIDE FUELING FACILITY TANK 8 PIPING PLAN AND

PROFILE

42 CF401 EASTSIDE FUELING FACILITY TANK 8 PST PIPING PLAN

43 CF501 CIVIL DETAILS

44 CF502 CIVIL DETAILS 2 OVERALL BULK STORAGE PIPING PLAN

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45 SP001 STRUCTURAL TANK ABBREVIATIONS, LEGEND AND GENERAL

NOTES - 1

46 SP002 STRUCTURAL TANK ABBREVIATIONS, LEGEND AND GENERAL

NOTES - 2

47 SP100 TANK 8 ORIENTATION

48 SP101 TANK GENERAL ARRANGEMENT

49 SP102 TANK FLOOR SLAB PLAN

50 SP103 TANK ROOF SLAB PLAN

51 SP104 STEEL TANK FLOOR PLAN

52 SP105 STEEL TANK ROOF PLAN

53 SP106 PUMPHOUSE FLOOR AND ROOF PLANS

54 SP110 ACCESS TUNNEL FLOOR SLAB

55 SP111 ACCESS TUNNEL ROOF SLAB

56 SP150 ACCESS MANWAY VAULT & ROLLING VAULT COVER

57 SP200 STEEL TANK ELEVATION

58 SP201 PUMPHOUSE ELEVATIONS

59 SP210 ACCESS TUNNEL ELEVATION

60 SP300 TANK SECTION

61 SP310 ACCESS TUNNEL SECTION

62 SP400 PUMPHOUSE STAIR PLANS AND SECTIONS

63 SP500 TYPICAL CONCRETE DETAILS

64 SP501 CONCRETE TANK DETAILS

65 SP502 STEEL TANK DETAILS

66 SP503 PUMPHOUSE DETAILS

67 SP504 NOZZLE AND STILLING WELL DETAILS

68 SP505 MISCELLANEOUS DETAILS

69 SP510 ACCESS TUNNEL DETAILS

70 SP550 ROLLING VAULT COVER DETAILS 1

71 SP551 ROLLING VAULT COVER DETAILS 2

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72 SP552 ROLLING VAULT COVER DETAILS 3

73 A-001 ARCHITECTURAL GENERAL NOTES AND ABBREVIATIONS

74 A-101 TYPICAL PUMP HOUSE FLOOR PLAN

75 A-102 TYPICAL PUMP HOUSE REFLECTED CEILING PLAN

76 A-103 TYPICAL PUMP HOUSE ROOF PLAN

77 A-104 EXISTING FILTER BUILDING FLOOR PLAN

78 A-105 TANK ACCESS TUNNEL TYPICAL FLOOR PLAN, ELEVATION &

DETAIL

79 A-201 TYPICAL PUMPHOUSE EXTERIOR ELEVATIONS

80 A-202 EXISTING FILTER BUILDING EXTERIOR ELEVATION

81 A-301 PUMPHOUSE BUILDING SECTIONS

82 A-311 PUMPHOUSE WALL SECTIONS

83 A-401 PUMPHOUSE INTERIOR ELEVATIONS

84 A-501 PUMPHOUSE STAIR DETAILS

85 A-502 WALL DETAILS

86 A-503 CONCRETE ROOF DETAILS

87 A-600 ROOM FINISH SCHEDULE & INDEX

88 A-601 DOOR TYPES, SCHEDULE & DETAILS

89 A-602 SPLINTER PROOF DOOR DETAILS

90 A-603 LOUVER TYPES, SCHEDULE & DETAILS

91 A-604 SIGN SCHEDULE & DETAILS

92 FA001 FIRE ALARM NOTES, SYMBOLS AND ABBREVIATIONS EASTSIDE

FUELING FACILITY

93 FA101 FIRE ALARM PLAN PUMP HOUSE (TANK 8) EASTSIDE FUELING

FACILITY

94 FA501 FIRE ALARM DETAILS EASTSIDE FUELING FACILITY

95 FA601 FIRE ALARM SEQUENCE OF OPERATIONS AND RISER DIAGRAM

EASTSIDE FUELING FACILITY

96 M-001 ABBREVIATIONS AND LEGENDS

97 M-002 MECHANICAL POL NOTES AND TANK LEVEL SET POINTS

98 M-011 OVERALL EASTSIDE FUEL SYSTEM FLOW DIAGRAM

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99 M-012 BULK STORAGE TANK 8 FLOW DIAGRAM

100 M-013 EXISTING FILTER BUILDING FLOW DIAGRAM - ISSUE PIPING

101 M-014 EXISTING FILTER BUILDING FLOW DIAGRAM - RECEIPT PIPING

102 MS101 EASTSIDE STORAGE FACILITY OVERALL SITE PLAN

103 M-101 TANK 8 PUMP HOUSE PIPING PLAN

104 M-102 TANK 8 INTERNAL TANK PIPING PLAN

105 M-103 EXISTING PHASE I FILTER BUILDING PIPING MODIFICATIONS

PLAN

106 M-201 TANK PUMP HOUSE PIPING ELEVATIONS 1

107 M-202 TANK PUMP HOUSE PIPING ELEVATIONS 2

108 M-203 TANK PUMP HOUSE PIPING ELEVATIONS 3

109 M-204 FILTER BUILDING PIPING ELEVATIONS

110 M-401 ENLARGED PUMP HOUSE PIPING PLAN

111 M-402 ENLARGED PRODUCT SAVER TANK AND TYPICAL CUT AND COVER

TANK VENT

112 M-501 GENERAL MECHANICAL PIPING DETAILS

113 M-502 GENERAL LOW POINT DRAIN AND HIGH POINT VENT DETAILS

114 M-503 PIPE SUPPORT DETAILS

115 M-504 CUT AND COVER TANK MECHANICAL DETAILS

116 M-601 MECHANICAL POL EQUIPMENT SCHEDULES

117 M-701 SEQUENCE OF OPERATIONS 1

118 M-702 SEQUENCE OF OPERATIONS 2

119 MH100 SOW, NOTES, ABBREVIATIONS, AND EQUIPMENT SCHEDULE

120 MH101 PUMP HOUSE VENTILATION PLAN (TYP) AND SECTIONS

121 MH102 VENTILATION SYSTEM AND DETAILS

122 MH103 MISCELLANEOUS DETAILS

123 E-001 ELECTRICAL SYMBOLS

124 E-002 NOTES AND ABBREVIATIONS

125 E-003 HAZARDOUS LOCATION CLASSIFICATION NOTES AND DETAILS

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126 E-004 HAZARDOUS LOCATION CLASSIFICATION PLAN

127 E-005 HAZARDOUS LOCATION CLASSIFICATION PLAN - PUMP HOUSE 8

128 E-006 HAZARDOUS LOCATION CLASSIFICATION PLAN - ACCESS TUNNEL

129 E-101 OVERALL SITE ELECTRICAL AND TELECOMMUNICATIONS PLAN

130 E-102 PARTIAL SITE ELECTRICAL PLAN A

131 E-103 PARTIAL SITE ELECTRICAL PLAN B

132 E-401 FILTER BUILDING ELECTRICAL PLAN

133 E-430 PUMP HOUSE 8 ELECTRICAL AND LIGHTING PLAN

134 E-431 PUMP HOUSE 8 INSTRUMENTATION AND CONTROL PLAN

135 E-432 PUMP HOUSE 8 GROUNDING PLAN

136 E-433 PUMP HOUSE 8 LIGHTNING PROTECTION PLAN

137 E-434 PUMP HOUSE 8 LIGHTNING PROTECTION ELEVATION

138 E-435 ACCESS TUNNEL ELECTRICAL PLAN

139 E-436 ACCESS TUNNEL GROUNDING AND LIGHTNING PROTECTION PLANS

140 E-501 DUCT SECTION DETAILS

141 E-502 HANDHOLE DETAILS

142 E-503 AREA LIGHT MOUNTING DETAILS

143 E-504 ATG RTU-EQUIPMENT BACKBOARD DETAIL

144 E-505 PUMP CONTROL PANEL DETAILS

145 E-507 GRAPHIC DISPLAY DIAGRAM

146 E-508 CONTROL SYSTEM LABELS

147 E-509 LIGHTNING PROTECTION SYSTEM DETAILS - 1

148 E-510 LIGHTNING PROTECTION SYSTEM DETAILS - 2

149 E-511 EPD STATION (TYPICAL) ~ 5 SETS AND GROUND WELL DETAIL

150 E-512 LIGHT FIXTURE AND MOUNTING DETAILS

151 E-601 FILTER BUILDING ONE-LINE DIAGRAM

152 E-602 MOTOR CONTROL CENTER MCC-8 ONE-LINE DIAGRAM AND

ELEVATION

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153 E-603 LIGHTING CONTROL DIAGRAM

154 E-604 CONTROL DIAGRAMS

155 E-605 PUMP CONTROL PANEL AND RTU NOTIONAL DIAGRAM

156 E-607 PLC I-O WIRING DIAGRAM - 2

157 E-608 PLC I-O WIRING DIAGRAM - 3

158 E-609 E-609 - PLC I-O WIRING DIAGRAM - 4

159 E-610 PLC I-O WIRING DIAGRAM - 5

160 E-611 PLC I-O WIRING DIAGRAM - 6

161 E-612 PLC I-O WIRING DIAGRAM - 7

162 E-613 PLC I-O WIRING DIAGRAM - 8

163 E-614 PLC I-O WIRING DIAGRAM - 9

164 E-616 PLC I-O WIRING DIAGRAM - 11

165 E-617 PLC I-O WIRING DIAGRAM - 12

166 E-618 PLC I-O WIRING DIAGRAM - 13

167 E-619 CONTROL SYSTEM I-O DIAGRAM - 1

168 E-620 CONTROL SYSTEM I-O DIAGRAM - 2

169 E-621 CONTROL SYSTEM I-O DIAGRAM - 3

170 E-622 CONTROL SYSTEM I-O DIAGRAM - 4

171 E-623 CONTROL SYSTEM I-O DIAGRAM - 5

172 E-624 CONTROL SYSTEM I-O DIAGRAM - 6

173 E-625 CONTROL SYSTEM I-O DIAGRAM - 7

174 E-626 CONTROL SYSTEM I-O DIAGRAM - 8

175 E-627 CONTROL SYSTEM I-O DIAGRAM - 9

176 E-628 CONTROL SYSTEM I-O DIAGRAM - 10

177 E-701 PANEL SCHEDULES

178 EC101 CATHODIC PROTECTION TANK FARM PROTECTION AND

PUMPHOUSE IF KIT PLAN

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179 EC501 CATHODIC PROTECTION FILTER BUILDING DEEPWELL

LOCATION, IF KIT PLAN BONDING AND ISOLATION

REQUIREMENTS

180 EC502 TANK FARM PIPING MISCELLANEOUS CP DETAILS

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SECTION 01 10 00

DESCRIPTION OF WORK

PART 1 GENERAL

1.1 GENERAL DESCRIPTION

The work includes, but is not limited to, reproduction, labor, transportation, materials, equipment, and supervision necessary to accomplish various maintenance, repairs, alterations, construction, demolition, and associated incidental environmental work (including but not limited to asbestos, lead-based paint, mold, PCBs, site contamination, etc.) to U.S. Government facilities in Japan, by means of this Multiple Award Task Order Contract (MATOC). Task Orders shall be issued by the Contracting Officer as a Design-Bid-Build (D-B-B) Task Order.

1.2 LOCATION

Work is located at various U.S. Government facilities in Japan. The Contracting Officer shall identify the exact location of each project on the Task Order.

1.3 DEFINITION

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

1.4 TERM OF CONTRACT

The Contract term shall be for a period of five (5) years , commencing on the date of award.

1.5 REQUIREMENTS TYPE CONTRACTS

Task Orders shall not be issued under this Contract when the work directly conflicts with the scope of an installation's requirements type Contract.

Task Orders may be issued under this Contract if the conflicting work is incidental to the overall scope of the Task Order.

1.6 TASK ORDER PROCEDURES

A fixed price shall be paid for each Task Order as specified in the following procedures.

1.6.1 Fixed Price Task Orders

Payment for fixed priced Contracts shall be made pursuant to Contract clause 52.232-5, PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS.

Partial payments are authorized based on agreement by the Contractor and the Government of the percentage of work completed.

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PART 2 PRODUCTS

2.1 D-B-B TASK ORDERS

Task Orders issued under the D-B-B process includes a complete design package and specifications, and is applicable to the construction phase of the project only.

2.1.1 Project Scope

The project scope under D-B-B Task Orders is defined by the complete design package. In addition, the D-B-B Task Order includes, but not limited to, shop drawings, construction duration, and the amount of liquidated damages that can be assessed (if any).

2.2 CONTRACTOR'S PROPOSAL SCHEDULE

Submit a proposal in accordance with the rates in the schedule in Section 00 10 00 and the Task Order CLIN Schedule. Schedule requirement of the Task Order shall be based upon the complexity, urgency and level of detail necessary for the success of the Task Order.

2.3 COST PROPOSAL

a. Provide cost proposals per the following Task Order:

(1) Construction (D-B-B). This part shall cover all construction effort required, to include all quality control, supervision and any technical requirements during construction.

b. Consider the project scope, customers' requirements, design and construction requirements, code requirements, safety requirements, quality, maintainability, operability, and cost when preparing a proposal. Provide concept sketches or drawings for proposed methods, proposed schedules (design and construction), cost proposals, and other information as required.

c. Propose representative costs for materials, equipment rentals, disposal, testing and laboratories required. In addition, the costs shall reflect the recommended design and construction methodology.

Provide quotes for known materials, equipment, disposal, testing and laboratory costs. Select quotes that meet the specifications.

Provide equipment catalog cut sheets with manufacturer's specifications and manufacturer's installation procedures or execution specifications. Consolidate shop drawings, catalog cuts, detailed scope of work, sketches, drawings, specifications, quotes, and price estimates into a comprehensive proposal.

The Government reserves the right to challenge any proposed costs and may require the Contractor to obtain additional quotes or may require the Contractor to further justify the proposed costs. The Government's identification of any commercial sources is merely informational in nature and shall not constitute an endorsement of a particular source or product.

2.4 TASK ORDER AWARD

Award of individual Task Orders shall be made as indicated in Section 00 73 00 SUPPLEMENTARY CONDITIONS. When evaluation factors other than proposed price are used as the basis for award, the Contracting Officer

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PART 3 EXECUTION (NOT USED)

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SECTION 01 11 00

STATEMENT OF WORK

PART 1 GENERAL

1.1 General

The Contractor shall construct one 100,000 barrel cut-and-cover JP-8 jet fuel storage tank. Pump house to be provided on top of tank and will contain four 600-gpm vertical turbine pumps and one 50-gpm water draw off vertical turbine pump at Yokota Air Base, Japan resulting in complete and usable facility.

The intent of this section is to specify the minimum design and construction requirements for quality, function, materials, and types of construction in sufficient detail for Contract completion.

Basis of design, design submittal requirements, construction document drawings, and specifications shall be prepared to comply with this section.

No deviations from these sections shall be allowed unless prior approval is obtained from the Contracting Officer. All questions or problems encountered by the Contractor in following the requirements in this section shall be promptly submitted with recommendations to the Contracting Officer for resolution.

Coordinate with U.S. Army Corps of Engineers, Japan District regarding the following sections during design:

a. Section 01 45 35 SPECIAL INSPECTIONS

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

The term "Government" refers to "United States Government" whenever the term "Government" appears in this Contract, unless otherwise indicated within the Contract.

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 (2022; ERTA 1 2021) Standard for Portable Fire Extinguishers

NFPA 241 (2022) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2024) Safety -- Safety and Occupational Health (SOH) Requirements

U.S. ARMY GARRISON JAPAN (USAG-J)

Regulation 190-13 (2013) Installation Access and Control Procedures

1.3 SUBMITTALS

Government approval is required for submittals with a "G" classification.

Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Initial Site Conditions Photos

Key Personnel Qualifications ; G

SD-07 Certificates

Monthly Progress Photos

SD-11 Closeout Submittals

Construction Completion Photos

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1.4 ACCEPTABLE ALTERNATIVE JAPANESE STANDARDS

Where indicated in the technical specifications REFERENCES paragraphs, acceptable Japanese standards are listed which are considered acceptable alternatives to the US Standards within the Contract Specifications.

Contract specifications authorize the use of specified acceptable alternative Japanese standards. The use of products not meeting the applicable US standards of the Contract or alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not identified in these specifications as being acceptable alternatives to US standards may 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. Incorporation of methods, materials, and equipment that will promote cost-effective and timely maintenance, and that are otherwise authorized by the contract, is highly encouraged.

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 alarm and mass notification systems, including panels, initiating devices, notification appliances, and smoke alarms.

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

c. Insulation with flame spread and smoke development ratings.

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 Project Superintendent, CQC System Manager, and Site Safety Health Officer shall all be separate persons, and shall not have other duties assigned. 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 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.

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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. Project Manager may have other duties assigned.

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 containing Civil Engineering, Mechanical Engineering, Structural Engineering components similar in size and scope to this Contract, and have at least one the following qualifications:

a. U.S. Registered Structural Engineer or U.S. Registered Architect or 1 Kyu Kenchikushi (1st Class Qualified Architect).

b. U.S. Registered Civil Engineer or 1 Kyu Doboku Sekou Kanrigishi (1st Class Civil Engineering Works Management Engineer).

c. U.S. Registered Mechanical or Electrical Engineer or 1 Kyu Kankouji Sekou Kanrigishi (1st Class Building Mechanical and Electrical Engineer).

d. U.S. Registered Electrical Engineer or 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).

e. U.S. Bachelors Degree in Construction Management or 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer)

f. U.S. Bachelors Degree in Construction Management or AI*DD Sougoushu (AI*DD Construction Engineer).

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 receipt of the Notice to Proceed, the Contractor shall submit in writing to the Contracting Officer the qualifications and background history of the proposed interpreter for approval. The Contracting Officer 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. Interpreter shall not have other duties assigned.

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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.

1.6.4.2 Contractor Quality Control Personnel

The following Contractor Quality Control (CQC) Personnel are required:

Civil, Mechanical, Electrical, Structural, Fire Protection, Environmental, Submittals, Concrete, Pavements, and Soils. All other specialties in Section 01 45 00.00 10 QUALITY CONTROL not identified in this paragraph does not apply to this project.

See Section 01 45 00.00 10 QUALITY CONTROL for qualification requirements for CQC personnel. These individuals or specialized technical companies must be directly employed by the prime Contractor and can not be employed by a supplier or subcontractor on this project. These individuals shall have no other duties other than quality control. A single person can cover more than one area provided that the single person is qualified to perform quality control activities in each designated and that workload allows.

1.6.5 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.6.6 Protective Coating Specialist (PCS)

See Section 09 97 13.27 HIGH PERFORMANCE COATING FOR STEEL STRUCTURES.

1.6.7 Pass Coordinator

A person on the contractor's staff who is familiar with the requirements of USAG-J Regulation 190-13 , Individual and Vehicle Access Pass Procedures, and USAG-J vehicle security inspection procedures. The Pass Coordinator must be able to obtain a DBIDS access pass with escort privileges and may be required to escort other contract personnel.

Although a TOEIC score is not required, the Pass Coordinator must be able to understand pass requirements and complete pass application forms in the English language.

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.

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(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

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

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(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.

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

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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 Initial 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.

1.10 PROGRESS AND COMPLETION 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 10 digital photographs each week throughout the entire project and 20 digital photographs at completion of project.

Submit the Initial Site Conditions Photos , Monthly Progress Photos , and Construction Completion 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. Refer to USAG-J Regulation 190-13 . Prior to the start of on-site work, submit applications for base passes to the Contracting

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Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term DBIDS passes. The Contractor (through the employment of a Pass Coordinator) , 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.

The Contractor shall use the USAG-J Form 1529 "EZ Pass" as the primary means of obtaining passes for all personnel who do not qualify for DBIDS passes. The USAG-J Form 1529 "EZ Pass" One Time/Multiple Access Roster must be complete and submitted to the Provost Marshall Pass and Vehicle Registration Office a minimum of three (3) U.S. workdays prior to access.

The use of the USAG-J "one day" pass (AJ Form 47) should be avoided, and used only for urgent situations. Applicants for a "one day" pass may be required to wait for several hours for their pass to be issued.

Contractor personnel applying for more than one (1) "one-day" pass within any 15-day period will not be issued multiple one-day passes, and will instead be required to apply for access via the USAG-J Form 1529, and wait three or more days for approval.

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.

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.

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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 or roads 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 occupied areas shall be accomplished in such a manner as to cause the least possible inconvenience to the occupants.

1.12.2 Working Hours

Normal Working Hours and Days are Monday through Friday, 0800 hours through 1700 hours. Saturday work is allowed on this contract and does not require additional approvals. Notify the Contracting Officer at least three days in advance when scheduling Saturday work.

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.

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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.

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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SECTION 01 20 00

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, Construction of Primary Facility

1.2.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001 "Construction of Primary Facility" for work completed including, but not limited to fuel storage tanks, supporting infrastructure, and site improvements. Payment for work completed shall constitute full compensation of CLIN 0001, complete.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 CLIN 0002, Construction of ATG, Level Transmitter and

Water/Temperature Probe (OPTION 1)

1.2.2.1 Payment

Payment shall be made at the Contract…