A.8.5_Specifications_(W912HV-16-B-0007).pdf

PROJECT NO. ZNRE 143000

FY16 C-130J

FLIGHT SIMULATOR FACILITY

Yokota Air Base, Japan

SPECIFICATIONS

RTA Submittal

8 July 2016

PREPARED FOR:

US ARMY ENGINEER DISTRICT, JAPAN

CORPS OF ENGINEER

APO AP 96338-5010

SUBMITTED BY:

PAE Design and Facility Management

Tokyo, Japan

FY16 C-130J Flight Simulator Facility ZNRE 143000

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 26.70 33 CONTRACT ADMINISTRATION DATA

01 11 00.70 33 GENERAL CONTRACT REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 14 MECHANICAL GENERAL REQUIREMENTS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.00 40 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 - CONCRETE

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 35 43.00 10 POLISHED CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 33 PRECAST STRUCTURAL CONCRETE

03 52 00 LIGHTWEIGHT CONCRETE ROOF INSULATION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 11 13 LIQUID AIR BARRER AND SHEET AIR BARRIER

07 12 00 BUILT-UP BITUMINOUS WATERPROOFING

07 14 00 FLUID-APPLIED WATERPROOFING

07 16 13 POLYMER MODIFIED CEMENT WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 GLASSWOOL INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 41 13 METAL ROOF PANELS (CHAIN LINK FABRIC)

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL DOOR LOUVERS

DIVISION 09 - FINISHES

09 22 00 METAL SUPPORTS ASSEMBLIES

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 STANDARD RESINOUS FLOORING

09 68 00 CARPETING

09 69 13 RIGID GRID ACCESS FLOORING

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 21 00 WINDOW BLINDS

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

PROJECT TABLE OF CONTENTS Page 2

14 21 00.00 20 ELECTRIC TRACTION ELEVATORS

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

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 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 23.13 20 BACnet DIRECT DIGITAL CONTROL SYSTEMS FOR HVAC

23 64 10 WATER CHILLERS/HEAT PUMP, VAPOR COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 11 16.10 33 CUBICLE TYPE UNIT SUBSTATIONS

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 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE BASE COURSE

32 11 29 LIME-STABILIZED SUBGRADE

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 13 43 PERVIOUS CONCRETE PAVING

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

PROJECT TABLE OF CONTENTS Page 3

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 12 33.00 30 WATER UTILITY METERING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

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:

DRAWING NO. TITLE

G-001 GENERAL NOTES, ABBREVIATIONS, VICINITY & LOCATION MAPS

AND SECTION/DETAIL CROSS REFERENCING CONVENTIONS

G-002 SCHEDULE OF DRAWINGS - 1

G-003 SCHEDULE OF DRAWINGS - 2

G-101 OVERALL HAUL ROUTE PLAN AND NOTES

G-102 EROSION CONTROL PLAN, CONTRACTOR'S OPERATION AND

STAGING AREA

C-001 NOTES AND ABBREVIATIONS

B-001 BORING LOCATION, SOIL BORING DATA AND CROSS SECTION

V-101 EXISTING TOPOGRAPHIC PLAN

CD101 REMOVAL PLAN

CS101 SITE DEVELOPMENT PLAN

CG101 GRADING PLAN

CP101 PAVEMENT PLAN

CU101 UTILITIES PLAN

CU102 WATER DISTRIBUTION PLAN

C-301 LONGITUDINAL AND CROSS SECTIONAL SECTIONS

C-302 DRAINAGE PROFILE - 1

C-303 DRAINAGE PROFILE - 2

C-501 MISCELLANEOUS DETAILS - 1

C-502 MISCELLANEOUS DETAILS - 2

DOCUMENT 00 01 15 Page 1

C-503 MISCELLANEOUS DETAILS - 3

C-504 MISCELLANEOUS DETAILS - 4

C-505 DRAINAGE MISCELLANEOUS DETAILS

C-506 FIRE WATER AND WATER LINE PROFILE AND

MISCELLANEOUS DETAILS - 1

C-507 FIRE WATER AND WATER LINE PROFILE AND

MISCELLANEOUS DETAILS - 2

C-508 SEWER PROFILE AND MISCELLANEOUS DETAILS

S-001 STRUCTURAL GENERAL NOTES AND TYPICAL DETAILS

S-101 1ST AND 2ND FLOOR FRAMING PLANS

S-102 LOW AND HIGH LEVEL ROOF FRAMING PLANS AND DETAILS

S-103 1ST AND 2ND FLOOR CONCRETE PAD LOCATION PLANS, SCHEDULE

AND DETAILS

S-301 FRAMING ELEVATIONS AND KEY PLAN-1

S-302 FRAMING ELEVATIONS AND KEY PLAN-2

S-303 FRAMING ELEVATIONS AND KEY PLAN-3

S-304 BUILDING SECTIONS AND PARAPET AND CANOPY REINFORCING

DETAILS

S-305 GRID LINE B SECTION

S-306 GRID LINE D SECTION

S-307 GRID LINE 2 SECTION

S-308 GRID LINE 4 SECTION

S-309 STAIR REINFORCING DESIGN

S-501 FOUNDATION LIST & SOIL BORING DATA AND KEY PLAN

S-502 FOUNDATION GIRDER, BEAM, COLUMN LIST AND CONNECTION

DETAIL

S-503 GIRDER, BEAM, WALL AND SLAB RE-BAR LIST AND TYP SLAB

REINFORCING SET UP SCHEDULE

S-504 FIRE PUMP HOUSE PLAN, WALL, WALL BEAM, GRADE BEAM,

SLAB LIST AND GENERAL NOTES

S-505 FIRE PUMP HOUSE, SECTION AND ELEVATIONS

S-506 CHILLER ENCLOSURE PLAN, SECTION, ELEVATIONS AND DETAILS

A-001 GENERAL NOTES & ABBREVIATIONS AND SECTION DETAIL CROSS

REFERENCING CONVENTIONS

DOCUMENT 00 01 15 Page 2

A-002 AIR BARRIER PLAN

A-003 AIR BARRIER BLDG SECTIONS AND DETAIL

A-101 OVERALL FLOOR PLANS

A-102 PARTIAL FLOOR PLAN (1ST FLOOR PLAN) - 1

A-103 PARTIAL FLOOR PLAN (1ST FLOOR PLAN) - 2

A-104 PARTIAL FLOOR PLAN (2ND FLOOR PLAN) - 1

A-105 PARTIAL FLOOR PLAN (2ND FLOOR PLAN) - 2

A-106 OVERALL REFLECTED CEILING PLAN (1ST & 2ND)

A-107 OVERALL REFLECTED CEILING PLAN (LOWER ROOF)

A-108 PARTIAL REFLECTED CEILING PLAN (1ST FLOOR PLAN) - 1

A-109 PARTIAL REFLECTED CEILING PLAN (1ST FLOOR PLAN) - 2

A-110 PARTIAL REFLECTED CEILING PLAN (2ND FLOOR PLAN) - 1

A-111 PARTIAL REFLECTED CEILING PLAN (2ND FLOOR PLAN) - 2

A-112 REFLECTED CEILING PLAN (LOWER ROOF PLAN)

A-113 OVERALL ROOF PLANS

A-114 PARTIAL ROOF PLAN (LOWER ROOF - 1)

A-115 PARTIAL ROOF PLAN (LOWER ROOF - 2)

A-116 ROOF PLAN (UPPER ROOF)

A-201 SOUTH ELEVATION

A-202 WEST ELEVATION

A-203 NORTH ELEVATION

A-204 EAST ELEVATION

A-205 INTERIOR ELEVATIONS - 1

A-206 INTERIOR ELEVATIONS - 2

A-207 INTERIOR ELEVATIONS - 3

A-301 BUILDING SECTION - 1

A-302 BUILDING SECTION - 2

A-303 BUILDING SECTION - 3

A-304 BUILDING SECTION - 4

DOCUMENT 00 01 15 Page 3

A-305 BUILDING SECTION - 5

A-306 WALL SECTIONS 1, 2

A-307 WALL SECTIONS 3, 4

A-401 STAIR - 1 PLANS

A-402 STAIR - 2 PLANS

A-403 WALKWAY STAIRS

A-404 EXTERIOR UTILITY ACCESS STAIR

A-405 ENLARGED TYPICAL TOILET PLAN & ELEVATIONS

A-406 ENLARGED FIRE PUMP HOUSE PLAN

A-407 ENLARGED CHILLER ENCLOSURE PLAN

A-408 ENLARGED ELEVATOR PLAN

A-501 ROOF DECK AND PARAPET DETAILS

A-502 ROOF DECK, PARAPET AND WALL TERMINATION DETAILS

A-503 SLAB AND FOUNDATION DETAILS

A-504 DOOR AND WINDOW DETAILS - 1

A-505 DOOR AND WINDOW DETAILS - 2

A-506 DOOR AND WINDOW DETAILS - 3

A-507 DOOR DETAILS - 4

A-508 DRAWBRIDGE DETAILS

A-509 RAISED ACCESS FLOOR SYSTEM DETAILS-1

A-510 CEILING DETAILS

A-511 UTILITY BALCONY DETAILS, UTILITY STAIR FENCE DETAILS

A-512 TYPICAL STAIR & RAILING DETAILS

A-513 STAIR DETAILS, DOWNSPOUT DETAILS AND ELEVATOR PIT

LADDER DETAILS

A-514 LADDER AND STORM BRACING DETAILS

A-515 FENCE DETAILS

A-516 MISCELLANEOUS DETAILS - 1

A-517 MISCELLANEOUS DETAILS - 2

A-518 MISCELLANEOUS DETAILS - 3

DOCUMENT 00 01 15 Page 4

A-601 INTERIOR FINISH SCHEDULE

A-602 DOOR, WINDOW & DOOR FRAME TYPES

A-603 DOOR SCHEDULES

A-604 WALL TYPES

A-605 WINDOW, LOUVER & GLAZING SCHEDULES

A-701 SIGNAGE PLAN & SCHEDULE

A-702 SIGNAGE TYPES -1

A-703 SIGNAGE TYPES -2

A-704 SIGNAGE TYPES -3

A-705 FURNITURE PLANS

A-706 FLOOR TYPE PLANS

A-707 FLOOR TYPE PLANS (OPTIONAL)

A-901 PERSPECTIVE VIEWS - 1

A-902 PERSPECTIVE VIEWS - 2

F-001 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS

F-101 FIRST FLOOR LIFE SAFETY PLAN

F-102 SECOND FLOOR AND PENTHOUSE LIFE SAFETY PLAN

F-103 FIRE PUMP BUILDING LIFE SAFETY PLAN

FX101 FIRST AND SECOND FLOOR OCCUPANCY HAZARD PLANS

FX102 FIRST AND SECOND FLOOR FIRE SUPPRESSION PLANS

FX401 FIRE PUMP SUPPRESSION PLAN

FA101 FIRST, SECOND AND PENTHOUSE FLOOR FIRE ALARM AND MASS

NOTIFICATION PLANS

FA102 FIRE PUMP BUILDING FIRE ALARM PLAN

F-501 FIRE PROTECTION DETAILS - 1

F-502 FIRE PROTECTION DETAILS - 2

FA601 FIRE ALARM AND MASS NOTIFICATION SYSTEM SEQUENCE OF

OPERATIONS

FA602 FIRE ALARM AND MASS NOTIFICATION SYSTEM ONE-LINE

RISER DIAGRAM

P-001 STATEMENT OF WORK, PLUMBING NOTES, ABBREVIATION,

LEGEND AND PLUMBING EQUIPMENT SCHEDULES

DOCUMENT 00 01 15 Page 5

P-101 PLUMBING SYSTEM PLANS - 1ST & 2ND FLOOR

P-102 PLUMBING SYSTEM PLANS - 1ST & 2ND FLOOR

P-103 ENLARGED WASTE & VENT PIPING PLANS - 1ST & 2ND FLOOR

P-501 MISCELLANEOUS DETAILS - 1

P-501 MISCELLANEOUS DETAILS - 2

P-601 ISOMETRIC PIPING DIAGRAMS - CW, HW PIPING & TRAP PRIMER

LINE

P-602 ISOMETRIC PIPING DIAGRAMS - WASTE & VENT PIPING

M-001 STATEMENT OF WORK, MECHANICAL NOTES, ABBREVIATION AND

LEGEND

M-002 MECHANICAL EQUIPMENT SCHEDULE - 1

M-003 MECHANICAL EQUIPMENT SCHEDULE - 2

M-004 MECHANICAL SCHEDULES

M-101 HVAC SYSTEM PLANS - 1ST & 2ND FLOOR

M-102 DEDICATED OUTSIDE AIR SYSTEM PLANS - 1ST & 2ND FLOOR

M-103 MECHANICAL ROOM, WATER CHILLER/HEAT PUMP AND AHU ROOM

PIPING PLANS - 1ST & 2ND FLOOR

M-301 HVAC SYSTEM SECTIONS

M-501 MISCELLANEOUS DETAILS - 1

M-502 MISCELLANEOUS DETAILS - 2

M-601 HVAC CONTROL DIAGRAM - 1

M-602 HVAC CONTROL DIAGRAM - 2

M-603 HVAC CONTROL DIAGRAM - 3

M-604 HVAC CONTROL DIAGRAM - 4

E-001 STATEMENT OF WORK, ELECTRICAL NOTES & LEGEND

E-101 LIGHTING SYSTEM PLANS - 1ST FLOOR

E-102 LIGHTING SYSTEM PLANS - 2ND FLOOR

E-103 RECEPTACLE SYSTEM PLANS - 1ST & 2ND FLOOR

E-104 HVAC POWER SYSTEM PLANS - 1ST & 2ND FLOOR

E-105 FEEDER SYSTEM PLANS - 1ST & 2ND FLOOR

E-106 GROUNDING SYSTEM PLANS - 1ST & 2ND FLOOR

DOCUMENT 00 01 15 Page 6

E-107 LIGHTNING PROTECTION SYSTEM PLAN - ROOF AND GROUNDING BAR

DETAILS

E-108 EXTERIOR ELECTRICAL SYSTEM REMOVAL PLAN

E-109 EXTERIOR ELECTRICAL SYSTEM MODIFIED PLAN

E-401 EXTERIOR ELECTRICAL SYSTEM ENLARGED MODIFIED PLAN

E-402 FIRE PUMP HOUSE, MECH & ELEC ROOM ENLARGED POWER PLANS

E-403 RAISED FLOOR GROUNDING SYSTEM ENLARGE PLAN, SECTION &

DETAIL - COMPUTER RM (103)

E-501 LIGHTING FIXTURE DETAILS

E-502 REMOVAL & MODIFIED POLE DETAILS

E-503 TRANSFORMER STATION DETAILS

E-504 DUCT SECTIONS

E-505 MISCELLANEOUS DETAILS

E-601 LIGHTING FIXTURE SCHEDULE

E-602 POWER SINGLE LINE DIAGRAM - 1

E-603 POWER SINGLE LINE DIAGRAM - 2

E-604 PANELBOARD (MOTOR CONTROL CENTER) "1P" & "2P" LOAD

SCHEDULES & SINGLE LINE DIAGRAMS (NEW)

E-605 MCC "1P" CONTROL DIAGRAMS (NEW)

E-606 MCC "2P" CONTROL DIAGRAMS (NEW)

E-607 PANELBOARD SCHEDULES - 1

E-608 PANELBOARD SCHEDULES - 2

T-001 STATEMENT OF WORK, TELECOMMUNICATION NOTES, TABULATED

DUCT INFORMATION & LEGEND

T-101 TEL/LAN SYSTEM PLANS - 1ST & 2ND FLOOR

T-102 PUBLIC ADDRESS SYSTEM PLANS - 1ST & 2ND FLOOR

T-103 INTRUSION DETECTION SYSTEM PLANS

T-104 TELECOMMUNICATION DISTRIBUTION PLAN

T-501 TELECOMMUNICATION SYSTEM DETAILS - 1

T-502 TELECOMMUNICATION SYSTEM DETAILS - 2

T-503 TELECOMMUNICATION SYSTEM DETAILS - 3

DOCUMENT 00 01 15 Page 7

T-601 TEL/LAN, PA & CATV SYSTEM RISER DIAGRAMS

-- End of Document --

DOCUMENT 00 01 15 Page 8

SECTION 01 10 26.70 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

Throughout the contract documents, wherever Contracting Officer is mentioned, an Administrative Contracting Officer and/or Contracting Officer's Representative performing duties within his/her delegated or designated authority is also implied.

PART 2 PRODUCTS

NOT APPLICABLE.

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

This contract will be administered by a Contracting Officer (KO) assigned to the U.S. Army Corps of Engineers, Japan District.

3.1.2 Administrative Contracting Officer (ACO)

In accordance with the Engineer Federal Acquisition Regulation Supplement (EFARS) Section 1.602-1 (100), the Contracting Officer may delegate to an Administrative Contracting Officer (ACO) a part of the Contracting Officer's authority to modify the contract or to perform the contract administration functions under Federal Acquisition Regulation (FAR) Section

42.302. The KO will furnish any letter of delegation to an ACO for this contract to the Contractor. If the Contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.1.3 Contracting Officer's Representatives (COR)

The Contracting Officer may designate one or more individuals as his/her authorized representatives in administering the contract under this solicitation. The KO will furnish any letter of designation of a COR(s) for this contract to the Contractor. The letter will specify the extent of the COR's authority to act on behalf of the Contracting Officer. A COR is not authorized, under any circumstances, to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract. If the Contractor has any questions relating to the delegated authority of the ACO, he/she shall request clarification from the KO.

3.2 DESIGNATED BILLING OFFICE

The designated billing office for this contract is:

Yokota Resident Office Yokota Air Base, Japan

SECTION 01 10 26.70 33 Page 1

3.3 PAYMENTS

3.3.1 General

Compensation for all work performed under this contract will be made under a payment item listed in the Bidding Schedule. The principal features of the work to be included under the payment item are noted herein. Work required by the drawings and specifications and not particularly mentioned shall be included in and paid for under the contract price for the item to which the work applies. Prices and payments for the items shall cover all work, complete and finished in accordance with the drawings and specifications, and shall be full compensation for all work in connection therewith, including quality control and the cost of bond premiums.

3.3.2 Line Items

BASE SCHEDULE

Item No. 0001 - Construct C130J Flight Simulator Building (Primary Facility). Construction will be paid for at the contract price, including all construction work as required to construct this primary facility, Flight Simulator Training Facility at Yokota Air Base, Japan. The primary facility shall include, but not limited to two-story, 1116 Square-Meter (SM) Flight Simulator Training Facility. This shall also include any site work and associated utilities within 1.5 meters of building perimeter.

Item No. 0002 - Construct Supporting Facilities. Construction will be paid for at the contract price, including all construction work as required to construct supporting facilities for the Flight Simulator Building. Work shall include, but not limited to all works outside 1.5 meters of the primary facility, site demolition works, archeological monitoring, environmental remediation, pavement works, site improvements and all associated utility works for a complete working facility. The supporting facility also includes construction of the Fire pump house building, Chiller enclosure building, installation of and electrical Transformer, electrical and communications.

OPTION SCHEDULE

Item No. 0003 - Furnish and install Backup Air Conditioner in Computer Room, CRAC. Provide a back-up direct expansion computer room air conditioning systems (CRAC-1B, ACCU-1B) for the computer room complete with refrigerant and condensate drain piping, power and control wiring, programmable thermostat controllers, and other related accessories.

Item no. 0004 - Furnish and install windows for the Flight Simulator Facility. Provide aluminum windows and frames including aluminum sun shade and window treatments.

-- End of Section --

SECTION 01 10 26.70 33 Page 2

SECTION 01 11 00.70 33

GENERAL CONTRACT REQUIREMENTS

04/06

PART 1 GENERAL

1.1 STATEMENT OF WORK

The work covered by these specifications and drawings, consists of furnishing labor, equipment, supplies, and materials, specified to perform all operations for the work. Work shall be accomplished in accordance with these specifications and drawings, subject to the terms and conditions of the contract. Drawings, included hereinafter, form a part of the contract documents.

1.2 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 Superintendent, Project Engineer, and CQC Manager shall all be separate persons. 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.

1.2.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of five (5) years experience in the administration of construction Contracts on construction projects similar in size and scope to this Contract, and shall have a thorough knowledge of the duties of key management personnel assigned to this Contract.

1.2.2 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. The Project Manager shall have one of the licensing qualifications as shown in Attachment 01 11 00.00 10-B.

1.2.3 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

SECTION 01 11 00.70 33 Page 1 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. The Project Superintendent shall have one of the licensing qualifications as shown in Attachment 01 11 00.00 10-B.

1.2.4 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.

1.2.5 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.2.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

1.3 DEFINITIONS

The term "United States" will 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 SUBSTITUTION

Any material systems specified by JIS equal to United States Standards and these specifications may be used in lieu of the systems specified.

Documentary evidence thereof shall be furnished to the Contracting Officer for approval.

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

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.

SECTION 01 11 00.70 33 Page 2

(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

JAN 8 1 2 5 7

FEB 9 3 4 7 6

MAR 6 6 7 8 7

APR 3 6 6 6 7

MAY 4 4 6 6 6

JUN 5 9 8 6 12

JUL 6 6 6 6 9

AUG 6 6 5 9 9

SEP 6 7 6 7 9

OCT 4 5 4 4 8

NOV 6 4 4 4 5

DEC 7 1 3 5 5

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

SECTION 01 11 00.70 33 Page 3 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.

1.6 PERMITS AND RESPONSIBILITIES

a. The Contractor shall, without additional expense to the Government, be responsible for obtaining any necessary licenses and permits, and for complying with any applicable laws, codes, and regulations in connection with prosecution of work. The Contractor shall be similarly responsible for all damages to persons or property that occurs as a result of his negligence. These damages shall be repaired or replaces by the Contractor at no cost to the Government. The Contractor shall take proper safety and health precautions to protect all work and workers.

b. The Contractor shall submit a planned schedule of road closures to the Contracting Officer for proper coordination with the proper base personnel, and shall notify the Contracting Office in writing not less than thirty (30) calendar days for all road closures, in advance of the intended closure. No road closure will be permitted until the Contractor receives written approval for the Contracting Officer.

Full road closures will NOT be permitted.

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Availability of Work Site and Working Hours

Normal working hours are Monday through Friday, 0800 hours through 1700 hours. Work on Saturdays, Federal Holidays and other than normal working hours may be arranged if coordinated 21 calendar days in advance and if approved.

1.7.2 Request for Contractor's Employee Passes and Vehicle Passes

a. No employee or representative of the Contractor will be admitted to the site of work unless he furnishes authorized admittance to the site of work by the Resident Office. Prior to the start of on-site work the Contractor shall submit applications for base passes to the contracting officer for key employees (project manager, interpreter, project superintendent for long term passes. Contractor through these key people and the Contracting Officer will be responsible for securing passes for all other workers, including subcontractor's employees and vehicles requiring access to the base.

b. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the base, and obtain a certification of

SECTION 01 11 00.70 33 Page 4 receipt. Final Payment will be withheld until the Contractor has returned all such passes.

1.7.3 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 Engineer, Superintendent, Interpreter, and Quality Control Manager shall attend. Representatives from the Government may include, but are not limited to, JED Yokota RO and PM. 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.

1.8 AS-BUILT DRAWINGS

See Section 01 78 00 CLOSEOUT SUBMITTALS.

1.9 DISPOSAL OF MATERIAL

Except as specified elsewhere in the contract, all residue and scrap generated by the Contractor during the performance of this contract shall be disposed of outside the confines of the Base unless otherwise directed by the Contracting Officer.

1.10 OPEN FLAME AND WELDING

The Contractor shall submit a request for open flame work permits to the Base Fire Department for approval. The Contractor shall describe the work to be performed to the Fire Department representative at the work site.

The Base Fire Department and Representative of the Contracting Officer shall be notified during hours of 0800 through 0900, Monday through Friday, prior to commencement of open flame work. Open flame work will not begin without approval of the Contracting Officer's Representative (open flame and welding permit) or until the Fire Department arrives at work site if required.

1.11 CONSTRUCTION SCHEDULE

The Contractor shall submit within fifteen (15) calendar days after receipt of Notice to Proceed a construction schedule in accordance with contract clause entitled SCHEDULES FOR CONSTRUCTION CONTRACTS and Section

01 32 01.00 10 PROJECT SCHEDULE.

1.12 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 Office shall make the fine determination of the acceptability of any material used on this contract.

SECTION 01 11 00.70 33 Page 5

1.13 CLEAN UP

The Contractor shall at all times keep the work area, including storage areas used by him, tidy and free from accumulation of waste material or rubbish, and prior to completion of the work, remove any rubbish from the premises. All tools, equipment and materials not the property of the Government shall be removed from the premises and properly disposed of off Government property. Upon completion of the work, the Contractor shall notify the Government representative for final inspection and acceptance.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00.70 33 Page 6

SECTION 01 11 00

SUMMARY OF WORK

08/11

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.

ASTM INTERNATIONAL (ASTM)

ASTM E2114 (2008) Standard Terminology for Sustainability Relative to the Performance of Buildings

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Energy Star (1992; R 2006) Energy Star Energy Efficiency Labeling System (FEMP)

HEADQUARTERS, US FORCES JAPAN, DEPARTMENT OF DEFENSE (DOD)

JEGS (2016) Japan Environmental Governing Standards

1.2 DEFINITIONS

Definitions pertaining to sustainable development are as defined in ASTM E2114 and JEGS, Section 01 57 20.00 10 ENVIRONMENTAL PROTECTION and as specified.

a. "Environmentally preferable products" have a lesser or reduced effect on the environment in comparison to conventional products and services. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the product.

b. "Indoor environmental quality" is the physical characteristics of the building interior that impact occupants, including air quality, illumination, acoustics, occupant control, thermal comfort, daylighting, and views.

c. "Operational performance" is the functional behavior of the building as a whole or of the building components.

d. "Sustainability" is the balance of environmental, economic, and societal considerations.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

Civil:

SECTION 01 11 00 Page 1

1. Project site work and development includes providing site improvements for grading, stormwater drainage system as indicated on drawings.

2. Demolition in this project shall include demolition of existing asphalt concrete pavement, existing concrete curbs, demolition and rerouting of existing utilities and associated appurtenances that are no longer required and shall not be abandoned in place.

3. Pavement in this project shall include asphalt concrete pavement parking lot and vehicle access road, concrete sidewalk and concrete pad. Vehicle access road and concrete pad must be able to withstand double drop trailer vehicle load and flight simulator equipment.

4. Stormwater drainage system shall include new drainage pipe, drainage manhole, surface inlet, gutter inlets and connection points. Existing drainage system in the project site area are sufficient for runoff generated from this project. Water supply system shall include water service line for domestic water, water meter, fire department connection and fire hydrant. Sewer system shall include gravity sewer pipes and connection points.

Structural/Architectural and Mechanical:

1. Provide two storey building for the new Flight Simulator Training Facility.

2. Provide new fire pump house for the new Flight Simulator Training Facility.

3. Provide new Chiller enclosure for the new Flight Simulator Training Facility.

4. Option item includes provision of aluminum windows with sun shades for the new facility and floor finish upgrade to carpet floor tiles and polished flooring in lieu of vinyl floor tiles as indicated on drawings.

Mechanical:

1. Provide a complete HVAC systems and plumbing systems ready for use to the simulator building and pump house.

2. The HVAC systems shall include but not limited to water �chiller/heat pump units f plant and water distribution system, variable air volume air handling units and air distribution systems, dedicated outdoor air unit and air distribution system, direct expansion multi split system, computer room air conditioning system, exhaust ventilation systems, electric panel heaters, direct digital control systems, and other related appurtenances.

3. The plumbing systems shall include but not limited to hot and cold water distribution systems, sanitary drainage systems, vent piping systems, storage type electric water heater, recirculation pumps, expansion tank, plumbing fixtures, water fountains, and other related appurtenances.

SECTION 01 11 00 Page 2

4. Option Item to provide back-up direct expansion computer room air conditioning systems (CRAC-1B, ACCU-1B) for the computer room complete with refrigerant and condensate drain piping, power and control wiring, programmable thermostat controllers and other related accessories.

Electrical and Communication:

1. The facility shall be provided with lighting system, power to the flight simulator equipment and other mechanical equipment, receptacles, etc.

2. The project shall include a transformer station, lightning protection and communication systems such as telephone and data outlets, public address system, CATV and intrusion and detection alarm system (IDS).

Fire Protection:

1. Provide fire protection system.

2. Provide fire alarm and mass notification system.

3. Provide fire pump system to be located at the new fire pump room.

1.3.2 Location

The project site is located at the Southwest side of Yokota Air Base, Fussa, Tokyo. Surrounding facilities are existing Building 911 at North side, existing Building 907 at East side, existing Building 920 at West side and existing Building 950 at Southwest side. Adjacent roadways are McGuire Avenue at South side and Hamilton Street at West side. The exact location will be shown by the Contracting Officer.

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability. Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended.

Consider the durability, maintainability, and flexibility of building systems.

SECTION 01 11 00 Page 3

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.4.1 Independent Verification

1.4.1.1 US Green Building Council (USGBC) - LEED(tm) Rating System

This project shall be registered with USGBC / GBCI under the LEED for New Construction, 2009 (LEED NC, 2009) and shall attempt for LEED Certification Level Silver.

1.4.1.2 EPA Energy Performance Rating

Provide work consistent with drawings in order to meet Energy Star in accordance with design.

1.5 EXISTING WORK

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

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

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

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

1.7 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control

SECTION 01 11 00 Page 4 may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00 Page 5

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. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. 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.

SECTION 01 32 01.00 10 Page 1

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 specification.

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. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development.

Subcontractors and suppliers Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

SECTION 01 32 01.00 10 Page 2

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Long procurement activities

c. Submission and approval of O & M manuals.

d. Submission and approval of as-built drawings.

e. Submission and approval of DD1354 data and installed equipment lists.

SECTION 01 32 01.00 10 Page 3

f. Submission and approval of testing and air balance (TAB).

g. Submission of TAB specialist design review report.

h. Submission and approval of fire protection specialist.

i. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

j. Air and water balancing.

k. Building commissioning - Functional Performance Testing.

l. Controls testing plan submission.

m. Controls testing.

n. Performance Verification testing.

o. Other systems testing, if required.

p. Contractor's pre-final inspection.

q. Correction of punch list from Contractor's pre-final inspection.

r. Government's pre-final inspection.

s. Correction of punch list from Government's pre-final inspection.

t. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, acceptance, design reviews, environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site:

http://rms.usace.army.mil.

The SDEF format is as follows:

SECTION 01 32 01.00 10 Page 4

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

3.3.6.1 Workers Per Day (WRKP)

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

3.3.6.2 Responsible Party Coding (RESP)

Assign responsibility…