Draft_-_W912HV-18-B-0005_Specifications_-_Draft.pdf

Solicitation No. W912HV-18-B-0005

US Army Corps of Engineers Japan District

PA00022 Replace EJ King High School Combined Fleet Activities Sasebo, Japan

SPECIFICATIONS

RTA

10 AUGUST 2018

DRAFT

This page was intentionally left blank for duplex printing.

FY15 Replace/Renovate EJ King High School 15SF0004 Sasebo, Japan

W912HV-18-B-0005 PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 10 GENERAL CONTRACT REQUIREMENTS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 00-A ENG FORM 4025-R

01 33 00-B SUBMITTAL REGISTER

01 33 29 SUSTAINABILITY REPORTING

01 33 29-A BLANK GUIDING PRINCIPLES VALIDATION TEMPLATE

01 33 29-B DRAFT HPSB CHECKLIST

01 33 29-C DRAFT TCP CHECKLIST

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 26-A USACE ACCIDENT PREVENTION PLAN CHECKLIST

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00 USACE QUALITY CONTROL

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

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 50 00-A PROJECT SIGN

01 50 00-B TEMPORARY TOILET FACILITY

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

01 78 00-A DRAFT DD 1354

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.30 33 OPERATION AND MAINTENANCE COMMISSIONING REQUIREMENTS

01 91 00.00 40 GENERAL COMMISSIONING REQUIREMENTS

01 91 00.10 40 CONSTRUCTION CHECKLISTS COMMISSIONING REQUIREMENTS

01 91 00.20 40 FUNCTIONAL PERFORMANCE TESTING COMMISSIONING REQUIREMENTS

01 91 00.30 40 DEMONSTRATION AND TRAINING COMMISSIONING REQUIREMENTS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 82 14.00 10-A REPORTS OF FINDINGS HAZARDOUS MATERIALS TESTING SERVICES

02 83 13.00 20 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 – CONCRETE

03 01 30.71 CONCRETE REHABILITATION

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 31 01.00 10 CAST-IN-PLACE CONCRETE FOR CIVIL WORKS

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

DIVISION 04 – MASONRY

04 23 00 GLASS MASONRY UNITS

W912HV-18-B-0005 PROJECT TABLE OF CONTENTS Page 2

DIVISION 05 – METALS

05 05 23 WELDING, STRUCTURAL

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 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16.00 10 LAMINATE CLAD ARCHITECTURAL CASEWORK

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

06 61 17 HOMOGENEOUS QUARTZ (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

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

07 08 27.00 10 BUILDING ENVELOPE COMMISSIONING REQUIREMENTS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 13 BOARD INSULATION

07 21 16 FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 56 00 FLUID-APPLIED ROOFING

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 14 00 WOOD DOORS

08 32 13 ALUMINUM SLIDING/FOLDING GLASS DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 22 00 SUPPORTS FOR GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 PEDESTRIAN TRAFFIC COATING

09 68 00 CARPET

09 72 00 WALLCOVERINGS

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

W912HV-18-B-0005 PROJECT TABLE OF CONTENTS Page 3

10 10 00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.20 PLAQUE SIGNAGE

10 14 01 EXTERIOR SIGNAGE

10 14 53 TRAFFIC SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 21 23.16 CUBICLE TRACK AND HARDWARE

10 22 39 FOLDING PANEL PARTITIONS

10 26 13 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 28 13-A TOILET ACCESSORIES SCHEDULE

10 35 00 FLAGPOLES

10 44 16 FIRE EXTINGUISHER CABINETS

10 51 13 METAL LOCKERS

10 99 00 MISCELLANEOUS SPECIALTIES

DIVISION 11 – EQUIPMENT

11 05 40 COMMON WORK RESULTS FOR FOODSERVICE EQUIPMENT

11 06 40.13 FOODSERVICE EQUIPMENT SCHEDULE

11 06 40.13-A FOOD SERVICE EQUIPMENT SCHEDULE

11 41 11 REFRIGERATED AND FROZEN FOOD STORAGE EQUIPMENT

11 44 00 FOOD COOKING EQUIPMENT

11 48 00 CLEANING AND DISPOSAL EQUIPMENT

11 52 13 MOTORIZED PROJECTION SCREENS

DIVISION 12 – FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

12 35 53 MANUFACTURED WOOD LABORATORY CASEWORK

12 36 53 EPOXY COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS

12 93 00 SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 21 00.00 20 ELECTRIC TRACTION ELEVATOR

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 20 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 23 00.00 20 WET CHEMICAL FIRE EXTINGUISHING FOR KITCHEN CABINET

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 95 00 PLUMBING SYSTEMS COMMISSIONING

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

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

23 01 30 HVAC SYSTEM CLEANING

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

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

EQUIPMENT

W912HV-18-B-0005 PROJECT TABLE OF CONTENTS Page 4

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 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER

BUILDING CONTROL SYSTEMS

23 09 24 ENERGY METERING SYSTEMS COMMISSIONING REQUIREMENTS

23 21 13.00 20 LOW TEMPERATURE WATER (LTW) HEATING SYSTEM

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 57 10.00 10 FORCED HOT WATER HEATING SYSTEMS USING WATER AND STEAM

HEAT EXCHANGERS

23 64 10 WATER CHILLERS AND WATER CHILLER/HEAT PUMPS, VAPOR

COMPRESSION TYPE

23 64 26 CHILLED, CHILLED-HOT WATER PIPING SYSTEMS

23 81 00.00 20 UNITARY AIR CONDITIONING EQUIPMENT

DIVISION 26 – ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00.00 10 ELECTRICAL LIGHTING CONTROL SYSTEMS COMMISSIONING

REQUIREMENTS

26 12 19.10 THREE-PHASE PAD-MOUNTED (CUBICLE TYPE) TRANSFORMERS

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 23 00 SWITCHBOARDS AND SWITCHGEAR

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

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 23.10 INTERCOMMUNICATION SYSTEM

27 53 00 PERSONNEL EMERGENCY ALERTING SYSTEM

27 55 00 PROGRAM BELL/MASTER CLOCK SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 20 01.00 10 ELECTRONIC SECURITY SYSTEM

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 – EARTHWORK

31 21 13 RADON MITIGATION

31 23 00.00 20 EXCAVATION AND FILL FOR SITEWORK

31 23 01.00 20 EXCAVATION AND FILL UNDER BUILDING FOOTINGS AND SLABS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 16 SUBBASES FOR FLEXIBLE PAVING

32 11 23 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

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

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23.00 20 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

W912HV-18-B-0005 PROJECT TABLE OF CONTENTS Page 5

DIVISION 33 – UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PA00022 Replace/Renovate EJ King High School 15SF0004 Combined Fleet Activities Sasebo, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

1.2 REFERENCES

1.3 STATEMENT OF WORK

1.4 SEQUENCE OF WORK

1.5 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

1.6 MANDATORY U.S. PRODUCTS

1.7 KEY PERSONNEL QUALIFICATIONS

1.7.1 Program Manager

1.7.2 Project Manager

1.7.3 Project Superintendent (Supervisor)

1.7.4 English Speaking Representative (Interpreter)

1.7.5 Contractor Quality Control System Manager (CQCSM)

1.7.6 Site Safety and Health Officer (SSHO)

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.9 PERMITS AND RESPONSIBILITIES

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

1.11 PROGRESS PHOTOGRAPHS

1.12 BASE REGULATIONS

1.12.1 Request for Contractor's Employee Passes and Vehicle Passes

1.12.1.1 Base Pass Coordinator

1.12.2 No Smoking Policy

1.13 ORDER OF WORK

1.13.1 Schedule

1.13.2 Working Hours

1.13.3 Work Outside of Regular Hours

1.14 NUCLEAR DENSOMETER TESTING

1.15 FIRE PREVENTION DURING CONSTRUCTION

1.15.1 General

1.15.2 Supply

1.15.3 Fire Extinguishers

1.15.4 Housekeeping

1.15.5 Handling of Gasoline

1.15.6 Notification of Fire

1.16 MATERIAL DISPOSAL

1.17 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.18 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 1

SECTION 01 11 00.00 10

GENERAL CONTRACT REQUIREMENTS

PART 1 GENERAL

1.1 DEFINITIONS

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.

1.2 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

U.S. NAVY COMMANDER FLEET ACTIVITIES SASEBO (CFAS)

CFAS Instruction 11262.1K Management of Weight Handling Equipment (WHE) Program

CFAS Instruction 5532.2D Base Access Control

1.3 STATEMENT OF WORK

This design-bid-build project at Sasebo, Japan, is to construct a three-story, (approximately 2800 square meters) high school building addition composed of concrete footings, grade beams, and pile foundations, concrete slab, concrete and structural steel frame, and concrete exterior walls. Interior construction will consist of gypsum board, operable/movable partition walls, or reinforced concrete walls. Interior spaces include neighborhoods, learning studios, learning hubs, group learning/one-to-one teaching spaces, staff collaboration areas and instructional storage, career technical education labs, computing center, science labs, art room, music suite, OT/PT, JROTC area, a commons area, information center, a physical education area with gymnasium, food service, administrative offices, guidance counseling center, a special education office, health services area, maintenance support, central storage area, technology service center, and other required areas for a fully functioning high school.

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 2

Existing buildings 1618 (approximately 1479 square meters) and 1665 (approximately 3588 square meters) will be renovated to improve the building conditions and extend the operating life of the utility systems.

Building 1530 (approximately 1255 square meters) will be demolished and replaced by on grade parking. The renovations of existing buildings 1618 and 1665 and the demolition of building 1530 will require abatement of known hazardous materials prior to disturbance.

The project includes related infrastructure such as site utilities, including sewer, water, electrical, and communication, paving, sidewalks, walkways, curbs, gutters, drainage, parking, and mechanical utilities.

1.4 SEQUENCE OF WORK

Sequence of work shall follow the PROJECT PHASING indicated on the drawings.

1.5 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

Each technical section specifies " Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Incorporation of acceptable Japanese construction methods, materials, and equipment, that are otherwise authorized by the contract, is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. The use of products not meeting the applicable US standards of the contract or acceptable alternative Japanese standards specifically authorized by the contractor is prohibited. Japanese standards not specified in the 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. Prior to the use of such proposed additional Japanese alternative standards, written approval by the Contracting Officer is required.

1.6 MANDATORY U.S. PRODUCTS

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

a. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the function requirements).

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

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

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

e. Fire doors and frames.

f. Fire dampers and smoke dampers.

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 3

g. Interior finishes with flame spread and smoke development ratings.

h. Insulation with flame spread and smoke development ratings.

i. Plenum rated cables.

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

1.7 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 Manager, 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.

1.7.1 Program Manager

The Program Manager is responsible for the overall management of the Contract. The Program Manager shall have a minimum of ten (10) 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.

1.7.2 Project Manager

The Project Manager shall have a minimum of ten (10) 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 be licensed as either a U.S.

registered architect or registered professional engineer with a focus in structural engineering. A non-US citizen Project Manager may have a 1 Kyu Kenchikushi (1st Class Qualified Architect) license in lieu of the U.S.

license requirement.

1.7.3 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 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 ten (10) years experience as a superintendent on construction projects

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 4 similar in size and scope to this Contract. The Project Superintendent shall be licensed as either a U.S. registered architect or registered professional engineer. A non-US citizen Project Superintendent may have any of the following licenses in lieu of the U.S. license requirement.

a. 1 Kyu Kenchikushi (1st Class Qualified Architect).

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

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

d. 1 Kyu Denkikouji Sekou Kanrigishi (1st Class Electric Construction Management Engineer).

e. 1 Kyu Kenchiku Sekou Kanrigishi (1st Class Building Construction Management Engineer)

1.7.4 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. The English Speaking Representative shall have three (3) years minimum working experience in the construction industry; additional engineering degree is desired but not required. 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.

1.7.5 Contractor Quality Control System Manager (CQCSM)

See Section 01 45 00 USACE QUALITY CONTROL and Attachment 01 11 00.00 10-B.

1.7.6 Site Safety and Health Officer (SSHO)

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and Attachment 01 11

00.00 10-B.

1.8 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

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 5 period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

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

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

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

WORK DAYS BASED ON (5) DAY WORK WEEK

Misawa-area Kanto Plain Iwakuni Okinawa Sasebo

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

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 6 equal to 0.10 inches (2.54mm).

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

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

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

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

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

1.9 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 Office 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).

1.10 SPECIAL CONTRACT REQUIREMENTS

1.10.1 Meetings

a. Post Award Orientation. A post award orientation (often referred to as a Preconstruction Conference for Design-Bid-Build contracts) per FAR 42.503 shall be held After award, but prior to the issuance of the Notice-to-Proceed (NTP), the Contractor or designated representative shall contact the Contracting officer to arrange a time to discuss and develop mutual understandings relative to the administration of the safety program, the quality control program, and the scheduling of the work. Major subcontractors who will be engaged in the work shall also be represented at the preconstruction conference. The chairperson shall be the Contracting Officer or his/her designee. The chairperson shall be responsible for providing minutes of the

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 7 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, NAVFAC FE Public Works/Facilities Engineering personnel, Project's Resident Office personnel, and Project Manager. The Contractor shall be prepared to discuss work completed during the previous week, work currently in progress, and work forecasted for the following week, as well as the status of any construction issues and open action items. Provide electronic copies of the meeting minutes in English within four

(4) working days of the progress meeting.

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 be scheduled when project reaches 75% completion milestone. The Contractor is responsible for providing electronic copies of meeting minutes in English within four (4) working days 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 USACE QUALITY CONTROL for specific requirements.

1.11 PROGRESS PHOTOGRAPHS

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600 by 1200 by 24 bit true color 300 DPI minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 8 digital photographs each month throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. 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. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

1.12 BASE REGULATIONS

The Contractor and Subcontractor(s) shall become familiar with and obey all

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 8 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.

1.12.1 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 CFAS Instruction 5532.2D Base Access Control. Prior to the start of on-site work, submit applications for base passes to the Contracting Officer for key employees (project manager, site supervisor, interpreter, etc.) for long term passes. The Contractor, with assistance from the Resident Office, is responsible for securing sufficient passes for other workers, including Subcontractor's employees and vehicles, required to access the base for the project duration. Additional personnel data shall also be furnished.

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

In addition to security requirements, cranes, delivery "unic" trucks, forklifts, backhoes, and other equipment capable of vertical lift operations must comply with NAVFAC rules for access to the base. Refer to CFAS Instruction 11262.1K Management of Weight Handling Equipment (WHE) Program. The operator must submit a P-1 Pass request and submit the equipment, its records, and operator records for inspection by Public Works prior to the initial entry onto base property. Vehicle passes for vertical lift equipment must be renewed monthly with Public Works as long as the equipment remains on base property.

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.

1.12.1.1 Base Pass Coordinator

Contractor shall hire a base pass coordinator.

1.12.2 No Smoking Policy

Smoking is prohibited within all buildings 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.

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 9

1.13 ORDER OF WORK

1.13.1 Schedule

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

1.13.2 Working Hours

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

1.13.3 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 his representative. Unless directed by a Contracting Officer, work accomplished outside regular working hours shall be at no additional cost to the Government.

1.14 NUCLEAR DENSOMETER TESTING

Nuclear densometer testing and all forms of radiography are not permitted on U.S. Navy installations in Japan because such testing may interfere with Government of Japan monitoring activities.

1.15 FIRE PREVENTION DURING CONSTRUCTION

1.15.1 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.

1.15.2 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.

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 10

1.15.3 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.

1.15.4 Housekeeping

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

1.15.5 Handling of Gasoline

Gasoline shall be stored in U.L. (Underwriter's Laboratory) 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 20 feet away from the building area.

1.15.6 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.

1.16 MATERIAL DISPOSAL

Where materials are to be turned over to the Contractor for disposal, every effort shall be made to obtain credit from the disposal to reduce the cost of the Contract. The Contractor's material disposal costs shall include hauling and disposal costs for work performed in accordance with all applicable local and U.S. laws and regulations.

1.17 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 final determination of the acceptability of any material used on this contract.

1.18 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 001 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.

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 11

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

W912HV-18-B-0005 SECTION 01 11 00.00 10 Page 12

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

1.2 SUBMITTALS

1.3 LINE ITEMS

1.3.1 CLIN 0001, Construct New E.J. King High School Building (BASE)

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 CLIN 0002, Renovate Building 1665 (BASE)

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 CLIN 0003, Renovate Building 1618 and Demolish Building

1530(BASE)

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 CLIN 0004, Construct New Parking Lot (BASE)

1.3.4.1 Payment

1.3.4.2 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

3.2 CONTRACT COST BREAKDOWN

3.3 CONTRACT ADMINISTRATION

3.3.1 Contracting Officer (KO)

3.3.2 Administrative Contracting Officer (ACO)

3.3.3 Contracting Officer's Representative (COR)

3.4 DESIGNATED BILLING OFFICE

-- End of Section Table of Contents --

W912HV-18-B-0005 SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 GENERAL

Payment items for the work of this Contract for which payments shall be made are listed in the BIDDING 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 SUBMITTALS

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

submittals not having a "G" designation are for information only.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contract Cost Breakdown; G

1.3 LINE ITEMS

1.3.1 CLIN 0001, Construct New E.J. King High School Building (BASE)

1.3.1.1 Payment

Payment shall be made at the Contract job price for CLIN 0001: Construct New E.J. King High School Building, including, but not limited to, construction of new high school building, new service road and appurtenances, including drop-arm gate and bollards, electrical enclosure, trash enclosure, entry plaza, flat work, all landscaping softscape and hardscape, bridge walkway from the new high school building to the point-of-connection at the existing Building 1665 open stair including utilities service conduits, paving and walks, site lighting, signage, clearing, grading, seeding, planting of trees and shrubs, and all related site work.

W912HV-18-B-0005 SECTION 01 22 00.00 10 Page 2

1.3.1.2 Unit of Measure

Unit of measure: job.

1.3.2 CLIN 0002, Renovate Building 1665 (BASE)

1.3.2.1 Payment

Payment shall be made at the Contract job price for CLIN 0002, Renovate Building 1665, including, but not limited to, renovating the existing Building 1665, including abatement of hazardous materials, upgrading of HVAC distribution, electrical, fire protetion, life safety systems, exterior reroofing work, interior renovation work, modifying existing mechanical enclosure and installing new chillers and related piping and appurtenances, providing connection of main cooling/heating/hot water distribution lines from the new mechanical plant to the new high school building, providing telecommunications connectivity from the existing Communication Room in existing building 1665 to the new high school building, including intercom, clock, public address system, fire alarm system.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 CLIN 0003, Renovate Building 1618 and Demolish Building 1530(BASE)

1.3.3.1 Payment

Payment shall be made at the Contract job price for CLIN 0003, Renovate Building 1618 and Demolish Building 1530, including, but not limited to, renovation of Building 1618, including related demolition and abatement of hazardous materials, upgrading of HVAC distribution, electrical, communication systems, water, sanitary/storm sewers systems, fire protection, life safety systems, interior renovation work, exterior roof flashings repair and gutter re-coating work, accessible ramp improvements, and the demolition of Building 1530 including abatement of hazardous materials.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 CLIN 0004, Construct New Parking Lot (BASE)

1.3.4.1 Payment

Payment shall be made at the Contract job price for CLIN 0004, Construct New Parking Lot, including, but not limited to, site prep after demolition of Building 1530 and construction of new parking lot, fencing, gates, paving/walks, and site lighting.

1.3.4.2 Unit of Measure

Unit of measure: job.

W912HV-18-B-0005 SECTION 01 22 00.00 10 Page 3

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 PROGRESS PAYMENT INVOICE

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

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

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

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

3.2 CONTRACT COST BREAKDOWN

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

3.3 CONTRACT ADMINISTRATION

3.3.1 Contracting Officer (KO)

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

3.3.2 Administrative Contracting Officer (ACO)

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

W912HV-18-B-0005 SECTION 01 22 00.00 10 Page 4

3.3.3 Contracting Officer's Representative (COR)

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

3.4 DESIGNATED BILLING OFFICE

The designated billing office for this Contract is:

Sasebo Resident Office U.S. Army Corps of Engineers, Japan Engineer District PSC 476, Box 83

FPO AP 96322-0001

USAED-J

Bldg. 200, Rm. 212 Sasebo Naval Base Hirase-Cho Sasebo City, Nagasaki

857-0056 JAPAN

-- End of Section --

W912HV-18-B-0005 SECTION 01 22 00.00 10 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

W912HV-18-B-0005 SECTION 01 32 01.00 10 Page 1

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 Record Drawings

3.3.18.2 O & M Manuals

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

W912HV-18-B-0005 SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

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.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G, RO Preliminary Project Schedule; G, RO Initial Project…