A.8.5_W912HV-16-R-0007_Specifications.pdf

Solicitation No. W912HV-16-R-0007

US Army Corps of Engineers Japan District

Project No: P.2013.01670

TYPE IV HYDRANT EMERGENCY FUEL

REPAIRS

MISAWA AIR BASE, JAPAN

SPECIFICATIONS

13 JUNE 2016

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Type IV Hydrant Emergency Fuel Rapairs 13AF0002 Misawa AB, Japan

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 10 26.30 33 CONTRACT ADMINISTRATION DATA

01 11 00.30 33 GENERAL CONTRACT REQUIREMENTS (MISAWA RO)

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.20 33 CLOSEOUT SUBMITTALS

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR AVIATION FUEL

SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING AND DISPOSAL OF CONTAMINATED

MATERIAL

DIVISION 03 - CONCRETE

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

DIVISION 05 - METALS

05 05 23 WELDING, STRUCTURAL

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 84 00 FIRESTOPPING

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

DIVISION 26 - ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 62 16.21 HELICAL PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

PROJECT TABLE OF CONTENTS Page 1

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 01 50.01 CLEANING FUEL STORAGE TANKS

33 08 53 AVIATION FUEL DISTRIBUTION SYSTEM START-UP

33 09 55 AVIATION FUEL PUMP CONTROL AND ANNUNCIATION SYSTEM

(CUT-N-COVER TANKS)

33 52 43.11 AVIATION FUEL MECHANICAL EQUIPMENT

33 52 43.13 AVIATION FUEL PIPING

33 52 43.14 AVIATION FUEL CONTROL VALVES

33 70 02.00 10 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

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PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 26.30 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL (NOT APPLICABLE)

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 CONTRACT ADMINISTRATION

3.1.1 Contracting Officer (KO)

3.1.2 Administrative Contracting Officer (ACO)

3.1.3 Contracting Officer's Representative (COR)

3.2 DESIGNATED BILLING OFFICE

3.3 PAYMENTS

3.3.1 General

3.3.2 Line Items

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SECTION 01 10 26.30 33 Page 1

SECTION 01 10 26.30 33

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL (NOT APPLICABLE)

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 Engineer District, Japan.

3.1.2 Administrative Contracting Officer (ACO)

In accordance with the USACE Acquisition Instruction (UAI) 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 Representative (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:

Misawa Resident Office U.S. Army Engineer District, Japan, Bldg. 793, Misawa Air Base

APO AP 96319-5254

3.3 PAYMENTS

3.3.1 General

Compensation for all work performed under this contract will be made under

SECTION 01 10 26.30 33 Page 2 a payment item listed in the Proposal 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

The items listed hereinafter are as stated in the Proposal Schedule.

Facility numbers (i.e. Facility 12100) are assoicated with real property code classifications.

BASE ITEMS

Item 0001, All Work Associated with replacing a spool piece with a DBB Plug Valve at each Hardened Aircraft Structures 3048, 3049, 3140, 3141, 3294 and 3295 (Facility 12100) . Excludes items within item 0003.

This item will be paid for at the contract Job price, complete in place and ready to use, including at each structure, removal of the 100mm Spool Upstream of the Filter Separator and replacement with new 100mm DBB plug valves and all incidental items necessary to complete the work.

Item No. 0002, All Work associated with the new above and below ground fuel piping (Facility 12501), starting from the exterior face of the Filter Building (Facility 3127) to Bulk Tanks #1 and #2 (Facilities 41150 and 41151), including the exterior variable spring pipe support with helical pile outside the Filter Building . This item will be paid for at the contract Job price, complete in place and ready for use, including the above ground exterior fuel piping and valves and the helical pile installed with concrete cap, new below ground underground fuel piping loop and within the hydrant loop pits and includes providing new underground fuel piping and valves and associated appurtenances (i.e. cathodic protection). Work includes associated new work item, removal items, and all incidental items necessary to complete the work.

Item 0003, All Remaining Work Between Hardened Aircraft Structures 3141 and 3294 (Facility 12100) . This item will be paid for at the contract Job price, complete in place and ready to use, including removal of the 100mm Ball Valve on the flush line and replacement with new 100mm DBB plug valves and all incidental items necessary to complete the work.

Item No. 0004, Work within the Filter Building (Facility 3127) -includes all work associated with providing a new return venturi.

This item will be paid for at the contract Job price, complete in place and ready for use, including all work associated with providing new return venturi. Work includes associated replacement work items, removal items, and all incidental items necessary to complete the work.

Item No. 0005, All Work Associated with the Four (4) Truck Fillstands (Facility 12517) . This item will be paid for at the contract Job price, complete in place and ready to use, including at each of the four Truck Fillstands, removal of the 100mm Ball Valve on the Fuel Supply line and the 100mm Ball Valve on the Flush line and and

SECTION 01 10 26.30 33 Page 3 replacement with new 100mm plug valves and all incidental items necessary to complete the work.

Item No. 0006, All remaining work within the Filter Building (Facility 3127), including but not limited to repair hydrant fueling system control system, flow controls, and pressure relief system, including replace standard components in the existing pump control panel, new pump control panel, power panel changes and other electrical work, replace back pressure control valve (BPCV), relocating and refurbishing emergency shutoff valve (ESOV), replace thermal relief valves (TRV) and associated piping, remove and demolish AFFF System, and perform comprehensive hydrant tuning and commissioning. This item will be paid for at the contract Job price, complete in place and ready for use. Work includes associated replacement work items, removal items, and all incidental items necessary to complete the work.

Item No. 0007, All work complete for draining, pigging and abandoning identified underground fuel piping and associated valve pits.

(Facility 12501) . This item will be paid for at the contract Job price, complete in place and ready for use. Work includes associated replacement work items, removal items and and and all incidental items necessary to complete the work.

Item No. 0008, All remaining work (other than Items 0007 and 0009) for the underground hydrant fuel piping loop and within the hydrant loop pits (West Return Pit, Crossover Pit, Valve Pit #2 and Valve Pit #3), including providing new underground fuel piping and valves and associated appurtenances (i.e. cathodic protection). (Facility 12501) .

This item will be paid at the Contract Job price for the work completed and ready to use. Work includes associated replacement work items, removal items and and and all incidental items necessary to complete the work.

Item No. 0009, All work complete for Excavations, Stockpiling, Handling of Petroleum Contaminated Soil, and Disposal(Includes Final Testing for Disposal and Replacement Backfill) (Facility 12501) . Work includes excavation, onsite transportation, backfilling, geotechnical testing, disposal and all incidental items necessary to complete the work. See Contract Clauses FAR 52.211-18 VARIATION IN ESTIMATED QUANTITY and FAR 52 236-16 QUANTITY SURVEYS.

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SECTION 01 10 26.30 33 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.30 33

GENERAL CONTRACT REQUIREMENTS (MISAWA RO)

PART 1 GENERAL

1.1 REFERENCES (NOT USED)

1.2 KEY PERSONNEL QUALIFICATIONS

1.3 DEFINITIONS

1.4 SUBSTITUTION

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (MAY 2013)

1.6 PERMITS AND RESPONSIBILITIES

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Availability of Work Site and Working Hours

1.7.2 Request for Contractor's Employee Passes and Vehicle Passes

1.7.3 Government-Furnished Contractor-Installed Equipment

1.8 AS-BUILT DRAWINGS

1.9 AIRFIELD OPERATIONS AND SAFETY REQUIREMENTS

1.10 AVAILABILITY OF UTILITY SERVICES

1.11 AVAILABILITY OF SANITARY FACILITIES

1.12 SAFETY REQUIREMENTS

1.13 DISPOSAL OF MATERIAL

1.14 OPEN FLAME AND WELDING

1.15 CONSTRUCTION SCHEDULE

1.16 CONTRACTOR FURNISHED MATERIAL AND WORKMANSHIP

1.17 SUBMITTALS

1.18 CLEAN UP

1.19 CORRESPONDENCE

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00.30 33 Page 1

SECTION 01 11 00.30 33

GENERAL CONTRACT REQUIREMENTS (MISAWA RO)

PART 1 GENERAL

1.1 REFERENCES (NOT USED)

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.

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-260-01 (2008) Airport and Heliport Planning and Design

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) Safety and Health Requirements Manual

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. 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.

a. Project Manager. The project manager must be a graduate engineer, graduate architect, or a graduate of construction managment, and shall have at least 5 years experience (within last 10 years) as a Construction Project Manager, with a minimum of 2 of those 5 years as a Construction Project Manager in construction and installation of a completed Hydrant Fueling System(s) or Petroleum, OIl and Lubrication (POL) Facilities. The project manager will have the authority to negotiate all aspects of the contract with the Government and shall provide an appointment letter outlining those authorities. The project manager need not be present on the site daily but will attend weekly progress meetings and be available on site within 24 hours upon request.

b. Site Supervisor (Superintendent). The Site Supervisor (Superintendent) shall have a minimum of 5 years experience (within the last 10 years) as a site supervisor on industrial construction projects with a minimum of 2 of those 5 years as a site supervisor in construction and installation of Hydrant Fueling System(s) or POL Facilities. The site supervisor (superintendent) shall have the authority to act on behalf

SECTION 01 11 00.30 33 Page 2 of the Contractor to resolve issues that arise on the site. If deemed appropriate by the contractor, the site supervisor (superintendent) will have the authority to negotiate aspects of the contract with the Government and if so, the contractor shall provide an appointment letter outlining those authorities. The Superintendent shall be responsible for all work performed under this contract and shall be responsible for appropriate supervision of that work and shall be available to the Contracting Officer upon request.

c. Interpreter. At all times during the contract period, the Contractor shall have an employee capable of fluent bilingual translation (speech and written) in the Japanese and English languages at the job site.

The bilingual interpreter shall have the capability to receive and issue bilingual concise and technical explanation and instructions between the Government representative(s) and Contractor supervisory personnel concerning all aspects of contract administration and construction.

d. Contractor Quality Control System Manager (CQCSM). The CQCSM shall meet the requirements stated in section 01 45 00.00 10 QUALITY CONTROL.

e. Site Safety & Health Officer (SSHO). The SSHO shall meet the requirements stated in section 01 35 26 GOVERNMENT 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.

(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

SECTION 01 11 00.30 33 Page 3 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 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".

SECTION 01 11 00.30 33 Page 4

(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 occur as a result of his 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.

b. The Contractor shall apply for a permit with base officials at least 120 days prior to starting work on Misawa airfield. No work on the Misawa airfield is permitted until the Contractor notifies the Contracting Officer in writing of permit approval.

c. The Contractor shall 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 will be coordinated with base officials and are subject to base requirements. No road closure will be permitted until the Contractor receives written approval from the Contracting Officer. Full road closures will generally NOT be permitted (at least one way traffic should always be provided).

d. The Contractor shall submit a schedule of planned power outages and utility disruptions to the Contracting Officer with the initial project schedule. Notification of specific power outages and utility disruptions shall be in writing to the Contracting Office not less than forty-five (45) calendar days in advance of the intended disruption. All power outages and utility disruptions will be coordinated with base officials and are subject to base requirements.

No power outages and utility disruptions will be permitted (unless under emergency conditions) until the contractor receives written approval from the Contracting Officer.

1.7 SPECIAL CONTRACT REQUIREMENTS

1.7.1 Availability of Work Site and Working Hours

a. The maximum downtime period allowed for the pump house is 90 consecutive days.

a. Normal working hours are Monday through Friday, 0800 hours through 1700 hours. Work on other than normal working hours may be arranged if coordinated at least three calendar days in advance and if approved in writing by the Contracting Officer.

b. For work on the airfield, Contractor shall submit, in writing, his

SECTION 01 11 00.30 33 Page 5 schedule when this work will be performed a minimum of 90 calendar days in advance for coordination with the proper base agencies. Work plans for night work shall be submitted for review and approval 30 days in advance.

c. No work shall take place on or near the airfield during the 2017 air show hosted by the Air Force at Misawa AB. The air show typically is held on the United States observed holiday Labor Day weekend. The Contractor shall not be allowed to work starting on the Thursday before the air show weekend through Monday following the air show weekend (5 days each year). The Contractor shall coordinate with Misawa AB regarding the exact dates of the 2017 air show. The Air Force reserves the right to move these scheduled dates to other weekend dates without additional compensation to the Contractor.

d. Contractor shall plan on not working four (4) days every quarter (4 times a year) due to base exercises.

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/she is furnished authorized admittance to the site of work by the Contracting Officer. 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, site supervisor, interpreter, etc…) for long term passes. The Contractor will then, with the help of the Resident Office, be responsible for securing sufficient passes for other workers, including subcontractor's employees and vehicles, required to access the base for the project duration.

b. Upon completion of this contract, the Contractor shall return all employee and vehicle passes to the base, and obtain a certification of receipt. Final Payment may be withheld until the Contractor has returned all such passes.

1.7.3 Government-Furnished Contractor-Installed Equipment

Pursuant to CONTRACT CLAUSES clause: "Government Property" the Government will furnish to the Contractor the following property to be incorporated or installed in the work. Such property will be furnished at location identified on the drawings, perform required testing and transport the property to the jobsite at his own expense. All such property will be installed or incorporated into the work at the expense of the Contractor.

The Contractor shall verify the quantity and condition of such Government-furnished property when delivered to him, acknowledge receipt thereof in writing to the Contracting Officer, and in case of damage to or shortage of such property, shall within 24 hours report in writing such damage or shortage to the Contracting Officer.

Item/Description

None

1.8 AS-BUILT DRAWINGS

Hardcopy and CAD file (DXF format) is required for this project.

SECTION 01 11 00.30 33 Page 6

1.9 AIRFIELD OPERATIONS AND SAFETY REQUIREMENTS

a. Prior to beginning any construction work in the airfield, a temporary Construction Airfield Waiver must be coordinated with the appropriate base personnel. This coordination takes 90 calendar days.

Upon receipt of the Notice to Proceed, the Contractor shall provide to the Contracting Officer his proposed schedule. Upon receipt of this schedule, coordination for a Construction Airfield Waiver will begin.

b. The Contractor shall follow the airfield operations and safety requirements as set forth below, in addition to the airfield safety precautions as set forth in SECTION 00 70 00, Clause 252.236-7005, AIRFIELD SAFETY PRECAUTIONS. Construction phasing and operational safety on the airfield during construction shall comply with all requirements provided in UFC 3-260-01 , Appendix B, Section 14.

Contractor security obligations, including free zone requirements, are given in AFI 31-101 Air Force Installation Security Program (ISP).

The Contractor shall update Airfield Management weekly on all current and future construction activities taking place on the airfield.

c. The Contractor shall submit for Government Approval (G), an Airfield Operations Plan describing in detail how the Contractor intends to meet the airfield safety requirements of the contract.

d. CONTACTS AND NOTIFICATIONS. The Contractor shall designate one of his personnel as the Airfield Safety Supervisor. The Contracting Officer or his representative of the Misawa Resident Office will be the central point of contact between the Airfield Safety Supervisor and the Misawa Air Base. The Airfield Safety Supervisor shall be able to speak English and shall be on the site at all times to communicate directly with the Misawa Air Base Control Tower. It will be the responsibility of the Contractor's Airfield Safety Supervisor to relay to all Contractor Personnel on site all instructions from the Misawa Air Base Control Tower.

e. FOREIGN OBJECT DEBRIS (FOD). The Contractor will be required to do a FOD inspection on ALL vehicles prior to entering the taxiways. The Contractor will be required to make sure that ALL vehicles leaving the construction site do not track mud, dirt, or debris on to the taxiway surface.

f. MAXIMUM HEIGHT OF EQUIPMENT AND TEMPORARY FACILITIES. Marking of equipment shall be in accordance with conditions previously set forth and as set forth in SECTION 00 70 00, Clause 252.236-7005, AIRFIELD

SAFETY PRECAUTIONS.

1.10 AVAILABILITY OF UTILITY SERVICES

Electricity, potable water, and sewage are available for Contractor's use without charge; however, the Contractor shall be responsible for all temporary connections required, as well as the removal of these temporary connections upon completion of the project. The contractor's plan for temporary connections shall be submitted to the Authorized Representative of the Contracting Officer for approval prior to making any temporary connections.

1.11 AVAILABILITY OF SANITARY FACILITIES

No toilet facility is available for Contractor's use.

SECTION 01 11 00.30 33 Page 7

1.12 SAFETY REQUIREMENTS

The Contractor's work shall conform to the requirements of Safety and Health Requirements Manual EM 385-1-1 unless otherwise indicated in this section. Safety submittals shall be in accordance with Section 01 35 26, GOVERNMENTAL SAFETY STANDARDS. The Contractor shall maintain an accident prevention plan in accordance with Corps of Engineers Safety Manual

EM 385-1-1 .

1.13 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 off of Government property unless otherwise directed by the Contracting Officer.

1.14 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.

1.15 CONSTRUCTION SCHEDULE

The Contractor shall provide construction schedules in accordance with Section 01 32 01.00 10 PROJECT SCHEDULE.

1.16 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.

1.17 SUBMITTALS

The Contractor shall make submittals as required by the specifications.

Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with the contract requirements. Proposed deviations from the contract requirements shall be clearly identified in the submittals. All submittals shall be made in accordance with SECTION 01 33 00, Submittal Procedures.

SECTION 01 11 00.30 33 Page 8

SD-01 Preconstruction Submittals

Airfield Operations Plan; G-RO

1.18 CLEAN UP

The Contractor shall, at all times, keep the work area, including storage areas used, 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 Contracting Officer that they are ready for final inspection.

1.19 CORRESPONDENCE

Submit all correspondence in triplicate sets, one original and two copies, including all attachments written in English. Attachments in Japanese shall be properly and fully translated to English.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

SECTION 01 11 00.30 33 Page 9

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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

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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

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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. 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 Schedule; G, RO Periodic Schedule Update; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

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

PART 2 PRODUCTS

2.1 SOFTWARE

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

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2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

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

2.1.2.1 Primavera

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

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6, that is compliant with this specification, provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers shall be stand-alone and not connected to Government network. Computers and licenses shall 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 is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. 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.

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

SECTION 01 32 01.00 10 Page 4 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 shall result in its disapproval. The Contracting Officer shall 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 shall 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. Submission, review, and acceptance of features requiring design completion.

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities.

e. Submission and approval of O & M manuals.

f. Submission and approval of record drawings.

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

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

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i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. 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 building testing and commissioning shall be completed prior to submission of building commissioning report and subsequent Contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

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

t. Government's pre-final inspection.

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

v. 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, environmental permit approvals, 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:

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

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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 code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

a. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals, Government Furnished Property/Equipment (GFP), and Notice to Proceed (NTP) for phasing requirements.

b. Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: KO (for Contracting Officer), DOR (for the designer of record), ELEC (for the electrical Subcontractor), MECH (for the mechanical Subcontractor), and GOVT (for USACE).

3.3.6.3 Area of Work Coding (AREA)

Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.

Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

3.3.6.4 Modification Number (MODF)

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one

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Modification Number Code.

3.3.6.5 Bid Item Coding (BIDI)

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

3.3.6.6 Phase of Work Coding (PHAS)

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase and construction phase. Each activity can have only one Phase of Work code.

a. Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

b. If the Contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

3.3.6.7 Category of Work Coding (CATW)

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to construction submittals, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

3.3.6.8 Feature of Work Coding (FOW)

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.00 10 QUALITY CONTROL. An activity can have only one Feature of Work Code.

3.3.7 Contract Milestones and Constraints

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited.

No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

3.3.7.1 Project Start Date Milestone and Constraint

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

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3.3.7.2 End Project Finish Milestone and Constraint

The last activity in the schedule shall be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path. The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

3.3.7.3 Interim Completion Dates and Constraints

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

3.3.7.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

3.3.7.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

3.3.8 Calendars

Schedule activities on a calendar to which the activity logically belongs. Develop calendars to accommodate any Contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default calendar to match the physical work plan with non-work periods identified including weekends and holidays. Develop seasonal calendar(s) and assign to seasonally affected activities as applicable.

If an activity is weather sensitive it shall be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the Contract Clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER in Section 01 11 00.30 33 GENERAL CONTRACT REQUIREMENTS. Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

3.3.9 Open Ended Logic

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity "End Project" may have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

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3.3.10 Default Progress Data Disallowed

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions.