1655327-SD.pdf

Controlled by: NAVFAC Far East Controlled by: NAVFAC FE PWD CUI Category: Basic Distribution/Dissemination Control: FEDCON POC: Steven.Agena@fe.navy.mil

SPECIFICATIONS

For

URA-DOCK2-NMC-REPAIR SEAWALL AT URAGO DOCK2

At the

NOF URAGO

PREPARED BY:

Architectural: Y.Yamamoto Electrical: N.Harada

Date: 20 MAY 2021 Date: 20 MAY 2021

Submitted By: ______________ _______ _______ _

H.TSUKADA (NAVFAC FE PRY211D)

APPROVED BY:

Specification: ____________________________________________

A.MINAWA (NAVFAC FE PRY211)

For Commander, NAVFAC Far East: __________________________________________

STEVEN AGENA (NAVFAC FE PRY21)

CUI // FEDCON

URA-DOCK2-NMC-REPAIR SEAWALL AT URAGO DOCK2 eProject No.1655327

TABLE OF CONTENTS PAGE 1

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00.00 33 SUMMARY OF WORK

01 14 00.00 33 WORK RESTRICTIONS

01 20 00.00 33 PRICE AND PAYMENT PROCEDURES

01 30 00.00 33 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 33 CONSTRUCTION PROGRESS SCHEDULES

01 33 00.00 33 SUBMITTAL PROCEDURES

01 35 26.00 33 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 33 QUALITY CONTROL

01 50 00.00 33 TEMPORARY FACILITIES AND CONTROLS

01 57 19.00 33 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 33 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 33 PROJECT IDENTIFICATION

01 74 19.00 33 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00.00 33 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00.00 33 DEMOLITION

02 83 00.00 33 LEAD REMEDIATION

DIVISION 03 – CONCRETE

03 30 00.00 33 CAST-IN-PLACE CONCRETE

DIVISION 26 – ELECTRICAL

26 00 00.00 33 BASIC ELECTRICAL MATERIALS AND METHODS

26 41 00.00 33 LIGHTNING PROTECTION SYSTEM

26 56 00.00 33 EXTERIOR LIGHTING

DIVISION 31 – EARTHWORK

31 23 00.00 33 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00.00 33 ASPHALT CONCRETE PAVEMENT

32 31 13.00 33 CHAIN LINK FENCES AND GATES

32 92 23.00 33 SODDING

DIVISION 33 – UTILITIES

33 71 02.00 33 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 34 - TRANSPORTATION

34 17 13.16 33 VEHICLE CRASH BARRIERS

SECTION 01 11 00.00 33 Page 1

SECTION 01 11 00.00 33

SUMMARY OF WORK

01/20

PART 1 GENERAL

1.1 REGULATORY REQUIREMENTS

Submit matters of interpretation of standards to the contracting officer for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00.00 33 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests; G (CME)

Utility Connection Requests; G (CME)

Excavation Permits; G (CME)

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes repair of damaged seawall near Dock No. 2 at Urago Ordnance, Yokosuka, and incidental related works, as described on plans and specifications. Related work is defined as temporary work and relevant work which is required to accomplish this project. This work does not include unforeseen site conditions.

The provision work of new lightning system and flood light system must be performed before removal of existing them.

1.3.2 Location

The work is located near Dock No. 2 at Urago Ordnance, Yokosuka as indicated. The exact location will be shown by the Contracting Officer.

1.4 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

NAVFAC DRAWING NO. TITLE

SECTION 01 11 00.00 33 Page 2

17259318 INDEX OF DRAWING, GENERAL NOTES AND SYMBOLS

17259319 GENERAL DESCRIPTION OF WORK AND LOCATION MAP

17259320 PLAN AND ELEVATION

17259321 SECTION-1

17259322 SECTION-2

17270893 GENERAL DESCRIPTION OF WORK AND EXST AND REMOVAL FLOOD

LIGHT AND LIGHTNING SYSTEM PLAN

17270894 NEW FLOOD LIGHT AND LIGHTNING SYSTEM PLAN

17270895 DETAILS OF NEW FLOOD LIGHT WITH CONCRETE POLE

17270896 DETAILS OF NEW LIGHTNING SYSTEM

1.5 PROJECT SCHEDULE AND TIME CONSTRAINTS

1.5.1 Commencement, and Completion of Work

The Contractor must be required to complete the entire work, ready for use, not later than 210 calendar days, including the mailing period, after the date of Award. The mailing period includes the days for mailing of the Notice of Award and the submission of the required bonds, Certificate of Insurance, and pre-construction activities. The time for completion must include final clean-up of the premises. The contractor shall complete all the on-site work within 180 calendar day.

1.6 EXISTING WORK

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

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

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

c. Unless otherwise specified or indicated, existing objects which interfere to accomplish new work must be removed temporarily and reinstall them upon completion of the work.

1.7 ON-SITE PERMITS

1.7.1 Utility Connection Requests

Requests for utility connections must be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request must state the system involved, area involved, and the nature of work involved.

1.7.2 Utility Outage Requests and Utility Connection Requests

Work must be scheduled to hold outages to a minimum. Restrictions to utility outage and/or Government operation are/is specified in the Section

01 14 00.00 33 WORK RESTRICTIONS.

SECTION 01 11 00.00 33 Page 3

Utility outages and connections required during the prosecution of work that affect existing systems must be arranged at the convenience of the Government.

Contracting Officer may permit utility outages at his/her discretion.

Requests for utility outages and connections must be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required. Each request must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.7.3 Excavation Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 15 calendar days prior to work CME

Permits must be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.8 LOCATION OF UNDERGROUND FACILITIES

The Contractor is responsible for marking and verifying all utilities not marked on the drawings.

1.8.1 Notification and Permission Prior to Excavation

The Contractor must request and receive written permission from the Contracting Officer whenever digging is required to perform this contract.

The request shall accompany a sketch of the area, limits of the excavation and expected depths in accordance with COMFLEACTINST 11013.1B Excavation and Road Closure Permit Request.

Any unforeseen discovery of soils suspected of being contaminated with oil or other hazardous materials must be handled and reported as required by Section 01 35 26.00 33 Paragraph “Unforeseen Hazardous Material.” In addition, after notifying the Contracting Officer, the Contractor must also notify the station’s Environment Office and must, at no additional cost to the Government, take reasonable measures to protect the excavation from erosion and prevent the spread of suspected contaminants until testing can be accomplished.

1.9 CONCILIATION CLAUSE

a. Any disagreement arising under this contract which is not resolved by the parties to this contract may be submitted to the U.S.-Japan Joint Committee for Conciliation in accordance with paragraph 10, Article XVIII, of the Status of Forces Agreement under Article VI, of the Treaty of Mutual Cooperation and Security between Japan and the United States of America.

b. Recourse to the Joint Committee for Conciliation for resolving disputes is available in addition to the procedures set forth in the Contract Disputes Act of 1978 and the Disputes Clause of this contract, 52.233-1. A request for conciliation by the Joint Committee, however, must not toll the time periods allowed under the Contract

SECTION 01 11 00.00 33 Page 4

Disputes Act for appealing a contracting officer’s final decision to either the Armed Services Board of Contract Appeals or U.S. Court of Federal Claims.

c. Upon filing a request for conciliation with the Joint Committee, the Contractor must immediately notify the Contracting Officer in writing of the request.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 EXISTING CONDITIONS

Before beginning any work, survey the site and examine the drawings and specifications to determine the extent of the work.

-- End of Section --

SECTION 01 14 00.00 33 Page 1

SECTION 01 14 00.00 33

WORK RESTRICTIONS

01/20

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00.00 33 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals:

List of Contact Personnel; G (CME)

Vehicle list; G (CME)

Employee List for Secured Area; G (CME)

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including access, safety, environment, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear safety gears (such as hard hats, high visibility vest) with the Contractor's name prominently displayed, in construction site and designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment must be conspicuously marked for identification.

1.2.1.1 Force Protection

All vehicles, hand carried items, and persons are subject to searches upon entering and/or exiting U.S. Military installations and at any time while on the U.S. military installations. Random searches are conducted at all gates, during increased security or force protection conditions (FPCONs)

1.2.1.2 Subcontractors and Personnel Contacts

Within 15 days after the date of Award, submit a list of contact personnel of the Contractor and subcontractors including the names, job titles, addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.3 Vehicle List

SECTION 01 14 00.00 33 Page 2

Submit an original list of vehicles to be utilized at the work site with the following information for each vehicle:

a. Make

b. Year

c. Model

d. License number

e. Registered owner

f. Current BASE pass expiration date.

1.2.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of the Government 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 will identify designated smoking areas upon request.

1.2.2 Ordnance Area Regulations

Follow NMC EAD DET YOKOSUKA RESTRICTIONS/RESTRAINTS/INSTRUCTIONS FOR

VISITORS/CONTRACTORS.

1.2.3 Working Hours

The project site will be available during regular working hours established by the Contracting Officer, between 8:00 a.m. and 4:45 p.m., Monday through Friday, excluding all U.S. legal holidays.

1.2.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

If the Contractor desires to carry on work outside regular hours, including Saturdays, Sundays, and Government holidays, submit a written justification giving the benefit to the Government, specific dates, hours, location, type of work to be performed, contract number and project title for approval, and submit request outside regular hours 96 hours in advance of the date the work will start. During periods of darkness, light the different parts of the work in an approved manner. All work outside of regular hours is subject to approval by the Contracting Officer. All work outside of regular hours must be able to demonstrate a benefit to the Government. The Contractor must attach a Safety Brief and the Activity Hazard Analysis (AHA) for work that will be done outside regular working hours. The Safety Brief will be signed by the employees performing the work and submitted to the Government’s Representative.

1.2.5 Occupied Buildings

The Contractor must be working outside of existing occupied building. Do not enter the building without prior approval of the Contracting Officer.

SECTION 01 14 00.00 33 Page 3

1.3 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II," "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

1.3.1 Security area requirement

Urago Ordnance is a secured area. The Contractor must comply with the following security requirements.

1.3.2 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter buildings, spaces, and areas not covered by this contract except on prior approval of the Contracting Officer via the department/office/shop having jurisdiction of the areas.

1.3.3 Photographs

Unofficial photograph is prohibited in the secured areas. When operationally required, submit a written request containing specific justifications and details to the Security Officer, via the Contracting Officer, prior to release.

1.3.4 Employee List for Secured Area

A list of all employees to be engaged in the performance of work must be furnished to the Security Department via the Contracting Officer.

1.3.5 Openings

Ensure that no openings in the fence along the seawall exist at the end of the work day and during non-working hours and days.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 20 00.00 33 Page 1

SECTION 01 20 00.00 33

PRICE AND PAYMENT PROCEDURES

11/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00.00 33 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G (CME)

1.2 EARNED VALUE REPORT

1.2.1 Data Required

This contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer an Earned Value Report as directed by the Contracting Officer. Provide a detailed breakdown of the contract price, giving quantities for each of the various kinds of work, unit prices, and extended prices. Costs must be summarized and totals provided for each construction category.

1.2.2 Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. Identify the cost for site work, and include incidental work to the 1.5 m line.

Identify costs for the building(s), and include work out to the 1.5 m line.

Work out to the 1.5 m line must include construction encompassed within a theoretical line 1.5 m from the face of excavation line and must include attendant construction.

1.3 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause "DFARS 252.236-7000, Modification Proposals-Price Breakdown," and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, equipment use rates must be based upon the applicable provisions of the EP-1110-1-8.

1.4 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

SECTION 01 20 00.00 33 Page 2

1.4.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 shall include certification by Contractor and Quality Control (QC) Manager.

b. The Earned Value Report from the cost-loaded NAS showing in detail: the estimated cost, percentage of completion, and value of completed performance for each of the construction categories stated in this contract. Use NAVFAC Form 43300/54 on NAVFAC contracts when a Monthly Estimate for Voucher is required.

1.4.2 Submission of Invoices

Submit invoices in accordance with the Contract Clauses “DFARS 252.232-7003 Electronic Submission of Payment Requests and Receiving Reports” and “DFARS 252.232-7006 Wide Area Workflow Payment Instructions”. The documents listed in paragraph titled "Content of Invoice" above must be provided in their entirety as an attachment in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction it must be provided as instructed by the Contracting Officer.

1.4.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 TRANSPORTATION OF SUPPLIES BY SEA, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF or as instructed by the Contracting Officer, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF or as instructed by the Contracting Officer.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.5 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to

SECTION 01 20 00.00 33 Page 3 reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.5.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR 32.503-6 Suspension or Reduction of Payments:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to provide up to date record drawings not current as stated in Contract Clause "NFAS 5252.236-9310, Record Drawings."

1.5.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs) and high-voltage electrical cable.

Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with [Schedule of Prices][Earned Value Report] requirement of this contract. Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

SECTION 01 20 00.00 33 Page 4

f. Materials to be considered for progress payments prior to installation must be stored either in Hawaii, Guam, Puerto Rico, or the Continental United States. Other locations are subject to written approval of the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 30 00.00 33 Page 1

SECTION 01 30 00.00 33

ADMINISTRATIVE REQUIREMENTS

11/19

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. The latest version of the publication at time of award must be used.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Ministry of Land, Infrastructure, Transport and Tourism, GOVERNMENT

OF JAPAN (KOKUDO KOTSU-SHO)

Public Building Construction Photography Procedure (“Eizen Koji Shashin Satsuei Yoryo”)

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with Section 01 33 00.00 33 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Certificate of Insurance; G (Contract Specialist)

View location map;

Progress and completion pictures;

Limited Authorization for Use of Hardcopy Data and Electronic Data; G

(CME)

1.3 VIEW LOCATION MAP

Submit to the Contracting Officer, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of

SECTION 01 30 00.00 33 Page 2 work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project in accordance with Public Building Construction Photography Procedure (“Eizen Koji Shashin Satsuei Yoryo”), except specified herein. Submit with the monthly invoice one set of digital photographs and view location sketch on a separate CD-R or DVD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs provided are for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by Japanese law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Have at least one qualified superintendent, or competent alternate. The project superintendent must have a minimum of 5 years’ experience in construction with at least 3 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.1.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend NAVFAC Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.2 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PERFORMANCE EVALUATION

Contractor’s performance will be evaluated using the contractor performance evaluation report entry system located on the website On-line training for Contractor’s personnel is available on the website.

Prior to commencement of work, the Contractor is required to provide the

SECTION 01 30 00.00 33 Page 3 government with the name, phone number and e-mail address of the “Contractor’s Representative” that will be responsible for receipt and review of draft performance evaluations prepared by the government. It is the Contractor’s responsibility to keep this contact information current.

After contractor performance evaluation is completed, it will be placed in the Federal Government’s Past Performance Information Retrieval System (PPIRS) for use by source selection officials when considering contractors for award of new contracts.

1.8 INTERPRETER

The Contractor must furnish the service of an interpreter on the job. This interpreter must have strong knowledge of the English language in terms of writing, listening, speaking and reading skills. Interpreter's English skills must also be well suited to the construction industry. If at any time the Contracting Officer determines the Contractor's interpreter is unable to perform the duties required of him/her, the Contracting Officer will ask for his/her immediate replacement. When the QC manager or the project superintendent talks with the Government representative, on-site or off-site, they must be accompanied by their interpreter.

1.9 PRECONSTRUCTION MEETING

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the earned value report, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work must also attend.

1.10 FACILITY TURNOVER PLANNING MEETINGS (NAVFAC RED ZONE - NRZ)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start the turnover process at the Pre-Construction Conference meeting with a discussion of the NAVFAC Red Zone (NRZ) process and convene at regularly scheduled NRZ Meetings. Include the following in the facility Turnover effort:

1.10.1 NRZ Checklist

a. The Contracting Officer will provide the Contractor a copy of the NRZ Checklist template prior to 75 percent completion.

b. Prior to 75 percent completion add/delete critical activities to the NRZ Checklist template as necessary to match the project scope, and schedule critical activities and insert planned completion dates in the NRZ checklist for each critical activity. Present the NRZ Checklist to the Contracting Officer and review during a regularly scheduled QC Meeting.

1.10.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project Superintendent is required to lead regular NRZ Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

SECTION 01 30 00.00 33 Page 4

b. The Contracting Officer will determine the frequency of the meetings, which is expected to increase as the project completion draws nearer.

c. Using the NRZ Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. Coordinate with the Contracting Officer any upcoming activities that require Government involvement.

e. Maintain the NRZ Checklist by documenting the actual completion dates as work is completed and update the NRZ Checklist with revised planned completion dates as necessary to match progress. Distribute copies of the current NRZ Checklist to attendees at each NRZ Meeting.

1.11 PARTNERING

To most effectively accomplish this contract, the Contracting Officer requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), NAVFAC (Echelon III and IV), the Navy Region/Installation, the Contractor and Subcontractors, and the Contracting Officer will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.11.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the Contracting Officer or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.12 LIMITED AUTHORIZATION FOR USE OF HARDCOPY DATA AND ELECTRONIC DATA

The Contractor must sign the “Limited Authorization for Use of Hardcopy Data” and/or the “Limited Authorization for Use of Electronic Data” attached at the end of this section, before the AUTOCAD files/request documents are released to the Contractor.

1.13 ELECTRONIC MAIL (E-MAIL) ADDRESS

SECTION 01 30 00.00 33 Page 5

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor must provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor must promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 30 00.00 33 Attachment Page 1

UNCLASSIFIED/FOR OFFICIAL USE ONLY

Section 1 Actual Comp Date

Notes

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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UNCLASSIFIED/FOR OFFICIAL USE ONLY

Actual Comp Date

Notes

Section 2 Actual Comp Date

Notes

Telecommunication install Mod service contracts for Phone/Utilities/ Custodial/Grounds

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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UNCLASSIFIED/FOR OFFICIAL USE ONLY

Section 3 Actual Comp Date

Notes

UNCLASSIFIED/FOR OFFICIAL USE ONLY

SECTION 01 30 00.00 33 Attachment Page 4

UNCLASSIFIED/FOR OFFICIAL USE ONLY

UNCLASSIFIED/FOR OFFICIAL USE ONLY

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UNCLASSIFIED/FOR OFFICIAL USE ONLY

UNCLASSIFIED/FOR OFFICIAL USE ONLY

SECTION 01 32 16.00 33 Page 1

SECTION 01 32 16.00 33

CONSTRUCTION PROGRESS SCHEDULES

11/19

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following must be submitted in accordance with Section 01 33

00.00 33 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction schedule; G (CME)

SD-07 Certificates

Monthly Updates;

1.2 ACCEPTANCE

Prior to the start of work, prepare and submit to the Contracting Officer for acceptance a construction schedule in the form of a Network Analysis Schedule (NAS) in accordance with the terms in Contract Clause "FAR 52.236- 15, Schedules for Construction Contracts," except as modified in this contract.

The acceptance of a Baseline Construction Schedule is a condition precedent to:

a. The Contractor starting work on the demolition or construction stage(s) of the contract.

b. Processing Contractor's invoice(s) for construction activities/items of work.

c. Review of any schedule updates.

Submittal of the Baseline Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets all of the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

1.3 SCHEDULE FORMAT

1.3.1 Network Analysis Schedule (NAS)

Use the critical path method (CPM) to schedule and control project activities. Prepare and maintain project schedules using Microsoft Project 2010. Importing data into the scheduling program using data conversion

SECTION 01 32 16.00 33 Page 2 techniques or third party software is cause for rejection of the submitted schedule. Build the schedule as follows:

a. The Project Schedule must show submittals, Government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities must be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days for 5-day work week calendars. 6-day work week calendars must reflect Sundays and all Federal Holidays as non-work days. 7-day work week calendars must reflect all Federal Holidays as non-work days unless otherwise agreed to by the Contracting Officer. Total work hours/day for all defined calendars is set to 8 unless otherwise agreed upon.

b. With the exception of the Contract Award and End Contract milestone activities, no activities must be open-ended; each activity must have predecessor and successor ties. No activity must have open start or open finish (dangling) logic. Minimize redundant logic ties. Once an activity exists on the schedule it must not be deleted or renamed to change the scope of the activity and must not be removed from the schedule logic without approval from the Contracting Officer. While an activity cannot be deleted, where said activity is no longer applicable to the schedule but must remain within the logic stream for historical record, it can be changed to a milestone. Document any such change in the milestone's "Notebook", including a date and explanation for the change. The ID number for a deleted activity must not be re-used for another activity.

c. Each activity must be assigned its appropriate Responsibility Code and Area Code indicating location and responsibility to accomplish the work indicated by the activity, Phase Code and Work Location Code. Include anticipated tasks to be assigned Government responsibility.

d. Date/time constraint(s) and/or lags, other than those required by the contract, are not allowed unless accepted by the Contracting Officer.

Include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date".

e. Include the following Contract Milestones:

(1) Include as the first activity on the schedule a start milestone titled "Contract Award", which must have a Mandatory Start constraint equal to the Contract Award Date;

(2) Include all Interim or Phased Completion Milestones required by the Contract or as approved by the Contracting Officer;

(3) Include all Facility Turnover Planning Meeting Milestones;

(4) Include an unconstrained finish milestone on the schedule titled

"Substantial Completion". Substantial Completion is defined as the point in time the Government would consider the project ready for beneficial occupancy wherein by mutual agreement of the Government and Contractor. Government use of the facility is allowed while construction access continues in order to complete remaining items (e.g. punch list and other close out submittals).

(5) Include an unconstrained finish milestone on the schedule titled "Projected Completion". Projected Completion is defined as the point in time the Government would consider the project complete.

SECTION 01 32 16.00 33 Page 3

This milestone must have the Contract Completion (CCD) milestone as its only successor.

(6) Include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)" with constraint type "Must Finish No Later Than". Calculation of schedule updates must be such that if the finish of the "Projected Completion" milestone falls after the contract completion date, then negative float will be calculated on the longest path and if the finish of the "Projected Completion" milestone falls before the contract completion date, the float calculation must reflect positive float on the longest path. This milestone must be set to 5:00pm.

1.3.1.1 Anticipated Weather Lost Work Days

The Contractor must use the following schedule of anticipated monthly non-work days due to adverse weather as the basis for establishing a “Weather Calendar” showing the number of anticipated non-workdays for each month due to adverse weather, in addition to Saturdays, Sundays and all Federal Holidays as non-work days.

Yokosuka - Work Days Based (5) Day Work Week

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

1 1 4 4 4 4 3 1 4 4 2 1

Yokosuka - Work Days Based (6) Day Work Week

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2 2 4 4 4 5 3 2 4 4 3 2

Yokosuka - Work Days Based (7) Day Work Week

MONTHLY ANTICIPATED ADVERSE WEATHER DELAYS

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2 2 5 5 5 6 4 2 5 5 3 2

Assign the Weather Calendar to any activity that could be impacted by adverse weather. The Contracting Officer will issue a modification in accordance with the contract clauses, giving the Contractor a time extension for the difference of days between the anticipated and actual adverse weather delay if the number of actual adverse weather delay days exceeds the number of days anticipated for the month in which the delay occurs and the adverse weather delayed activities are critical to contract completion. A lost workday due to weather conditions is defined as a day in which the Contractor cannot work as least 50 percent of the day on the impacted activity.

1.3.1.2 Microsoft Project 2010 Settings and Parameters

SECTION 01 32 16.00 33 Page 4

Use the following MS Project 2010 settings and parameters in preparing the Baseline Schedule. Deviation from these settings and parameters, without prior consent of the Contracting Officer, is cause for rejection of schedule submission.

a. The Network must have a minimum of 30 construction activities.

b. No on-site construction activity may have durations in excess of 20 working days.

c. Critical is defined as having zero days of Total Slack. Within the Baseline Schedule no more than 20 percent of the activities shall be critical.

d. Logic: include the following setting: File, Options, Schedule tab – Split in-progress tasks – must be selected

e. Status Date gridline is displayed in the Gantt Chart view.

f. Task Type is set to Fixed Work for “boots-on-the-ground” construction activities

g. Task Type is set to Fixed Duration for design activities, submittals, GOVT reviews, procurement, material/equipment delivery and utility outages

h. “Effort Driven” is turned ON for Fixed Duration tasks

i. Time Periods established for the project are set to 8 Hrs/Day, 40 Hrs/Week and 20 days/month.

j. Week starts on Monday must be selected

k. Default start time is set to 8am (0800)

l. Default end time is set to 5pm (1700)

1.3.1.3 Cost Loading Microsoft Project 2010 Schedules

Assign material, labor and equipment costs to their respective Construction Activities. Material and equipment costs for which payment will be requested in advance of installation must be assigned to their respective procurement activity (i.e. the material/equipment on-site activity). Evenly disperse overhead and profit to each activity over the duration of the project. Cost loading must total to 100 percent of the value of the contract.

a. Submit an Earned Value Report with each schedule update showing activity budget, cost percent complete, earned amount and cost to complete as directed by the Contracting Officer.

b. At a minimum, include the following settings and parameters in Baseline Schedule preparation:

Within the Resource Sheet:

(1) Resource Name: enter code and resource for each task in the project

SECTION 01 32 16.00 33 Page 5

(2) Type: set to “Material”

(3) Material Label: enter units of measurement for each resource

(4) Std. Rate: enter unit cost for each resource

(5) Accrue at: set to “Prorated”

c. Assign Resources to each activity :

(1) Tracking Gantt or Gantt Chart View, Resource tab;

(2) Select each activity in Tracking Gantt or Gantt Chart View and in the Assign Resources window, select each resource and enter the quantity of the units then assign the resource(s) to the activity.

d. Earned Value Calculation:

(1) File Tab, Options, Advanced tab: Default task Earned Value method:

Set to “Physical % Complete” or as directed by the Contracting Officer.

e. Tracking Gantt Schedule with cost table:

(1) Submit an Earned Value Report Tracking Gantt Schedule with each schedule update showing activity baseline cost budget, cost percent complete, earned amount, Budgeted Cost of Work Performed (BCWP) and cost to complete. Submit printed copy on 11x17 paper, landscape setting and in native MS Project 2010 format.

f. Earned Value Over Time Report:

(1) With each schedule submission, submit a Schedule Variance Control (SVC) diagram showing: Earned Value Over Time Report indicating Planned project cost Value from Contract Award to the Contract Completion Date based on projected early start dates and Earned Value.

(2) Earned Value to-date. Revise Cash Flow Earned Value Over Time Report when the contract is modified, or as directed by the Contracting Officer.

(3) Submit printed copy and in native Excel spreadsheet format.

1.3.2 Schedule Submittals and Procedures

Submit Network Analysis Schedules (NAS) and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.

1.4 SCHEDULE MONTHLY UPDATES

Update the Construction Schedule at monthly intervals or when the schedule has been revised. The updated schedule must be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

a. Narrative Report: Provide with schedule updates. Identify and justify;

(1) Progress made in each area of the project

SECTION 01 32 16.00 33 Page 6

(2) Critical Path – include printed copy on 11x17 paper, landscape setting

(3) Date/time constraint(s), other than those required by the contract

(4) Changes in the following; added or deleted activities, original and remaining durations for activities that have not started, logic, milestones, planned sequence of operations, and critical path

(5) Status of Contract Completion Date and interim milestones;

(6) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);

(7) Description of current and future schedule problem areas.

Each entry in the narrative report must cite the respective Activity ID and Activity Description, the date and reason for the change, and description of the change.

1.5 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change. TIA must illustrate the influence of each change or delay on the Contract Completion Date or milestones. No time extensions will be granted nor delay damages paid unless a delay occurs which consumes all available Project Float, and extends the Projected Finish beyond the Contract Completion Date.

a. Each TIA must be in both narrative and schedule form. The narrative must define the scope and conditions of the change; provide start and finish dates of impact, successor and predecessor activity to impact period, responsible party, describe how it originated, and how it impacts the schedule. The schedule submission must consist of three native files:

(1) Fragnet used to define the scope of the changed condition

(2) Most recent accepted schedule update as of the time of the proposal or claim submission that has been updated to show all activity progress as of the time of the impact start date.

(3) The impacted schedule that has the fragnet inserted in the updated schedule and the schedule "run" so that the new completion date is determined.

b. For claimed as-built project delay, the inserted fragnet TIA method must be modified to account for as-built events known to occur after the data date of schedule update used.

c. All TIAs must include any mitigation, and must determine the apportionment of the overall delay assignable to each individual delay.

The associated narrative must clearly describe the findings in a chronological listing beginning with the earliest delay event.

(1) Identify types of delays as follows:

SECTION 01 32 16.00 33 Page 7

(a). Excusable Delay: Force-Majeure (e.g. weather) - Contractor may receive time extension, but time will not be compensable.

(b). Inexcusable Delay: Contractor Responsibility - Contractor will not receive time extension.

(c). Compensable Delay: Government Responsibility - Contractor may receive compensable time extension.

(2) If a combination of delay types occurs, it is considered Concurrent Delay, which is defined in the following combinations:

(a). Excusable Delay and Compensable Delay results in Excusable Delay

(b). Excusable Delay and Inexcusable Delay results in Inexcusable Delay

(c). Compensable Delay and Inexcusable Delay results in Excusable Delay

d. Submit Data disks containing the narrative and native schedule files.

e. Unless the Contracting Officer requests otherwise, only add conformed contract modifications into the Project NAS.

1.6 3-WEEK LOOK AHEAD SCHEDULE

Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.

Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule.