21B0101B_SPECS 1666598.pdf

Replacement of Corroded Water Pipeline at Berkey Field) eProject No. 1666598

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 31 23.13 33 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

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 01.00 33 QUALITY CONTROL (QC) MINOR CONSTRUCTION

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 31 – EARTHWORK

31 23 00.00 33 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00.00 33 ASPHALT CONCRETE PAVEMENT

32 16 19.00 33 CONCRETE CURBS, GUTTERS AND SIDEWALK

32 17 23.00 33 PAVEMENT MARKINGS

32 92 23.00 33 SODDING

DIVISION 33 - UTILITIES

33 11 00.00 33 WATER DISTRIBUTION

Berkey Field

SECTION 01 11 00.00 33 Page 1

SECTION 01 11 00.00 33

SUMMARY OF WORK

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

Utility Outage Requests; G (CME)

Utility Connection Requests; G (CME)

Excavation Permits; G (CME)

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes providing new looped cold waterline encompassing; Drinking Fountain (between Facilities 3370 and 3879), Toilet (Facility 1008), Gazebos (Facilities 3374, 3375, 3376, 3377, 3378, 3379, and 3380), and Bldg 1259 and related incidental 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.

1.2.2 Location

The work must be located at the Berkey Field Recreation Park Gazebo Area, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 CONTRACT DRAWINGS

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

Index of Contract Drawings:

NAVFAC DRAWING NO. TITLE

SECTION 01 11 00.00 33 Page 2

17253461 Index of Drawings, General Notes, Symbols and Location Map

17253462 General Description of Work, Notes, Abbreviations, Legend and Key Plan

17253463 Removal Plan-1 17253464 Removal Plan-2 17253465 Removal Plan-3 17253466 Plan-1 17253467 Plan-2 17253468 Plan-3 17253469 Profile-1 17253470 Profile-2 17253471 Profile-3 17253472 Details-1 17253473 Details-2 17253474 Details-3

1.3.1 Reference Publications

Reference publications will not be furnished.

Contractor must immediately check furnished drawings and notify the Government of any discrepancies.

1.4 PROJECT SCHEDULE AND TIME CONSTRAINTS

1.4.1 Commencement and Completion of Work

The Contractor must be required to complete the entire work, ready for use, not later than 245 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.

1.5 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work 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.

1.6 ON-SITE PERMITS

SECTION 01 11 00.00 33 Page 3

1.6.1 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.

1.6.2 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 section 01 14

00.00 33 WORK RESTRICTIONS.

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

1.6.3 Burning and Excavation Permits

ACTIVITY SUBMISSION DATE SUBMISSION FORM

Excavation Permits 15 calendar days prior CME to work

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

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

1.7 LOCATION OF UNDERGROUND FACILITIES

Obtain digging permits prior to start of excavation by contacting the Contracting Officer 15 calendar days in advance. Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities or utilities encased in pier structures are discovered. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated or specified to be removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Contractor is responsible for marking and verifying all utilities not marked.

The Contractor must verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed. But indicated in locations to be transversed by piping, ducts, and other work to be installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

SECTION 01 11 00.00 33 Page 4

1.7.1 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 will provide 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.

1.7.2 Utility Map

Utility Maps are attached at end of this section as “UTILITIES SYSTEM MAP”.

1.8 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 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.

SECTION 01 11 00.00 33 Page 5

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KEY PLAN

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Electrical !O Ele ExteriorLight

Ele GroundingPoint _ Terminator !( Ele SupportStructure

$ 3 Connection Box l̂ Overhead l̂Padmount d/M Manhole d/H Handhole d/J Junction Box d/P Pull Box d/V Vault

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Heat Cool & Hot Water !? Hcs Valve !( Hcs Manhole

HcsDualtemp Water Main Pipe Hcs Dualtemp Water Service Pipe Hcs Hot Water Main Pipe Hcs_Hot Water Service Pipe

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Gas ServiceLine Gas MainLine

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#*Swt Intake XW Swt Air Vent

Swt Service Pipe

Steam !@ Stem PressureReducing Valve !@ Stm Expansion Joint !L Stm Return Tank !5 Stm Pump

Stm Service Supply Stm Service Return Stm Main Supply Stm Main Return Stm Manhole

Storm Drain !( Sto Manhole !( Sto Junction Box !? Sto Drop Inlet "S Sto Catch Basin ! Sto Tee Connection #* Sto Discharge Point ? Sto Valve ") Sto Oil Separator

Sto Main Pipe Sto Service Pipe Sto Culvert/Ditch

Wastewater "S Inlet/CleanOut

Cap !( Manhole " Oil Water Separator IA Pump IS Septic Tank

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SECTION 01 14 00.00 33 Page 1

SECTION 01 14 00.00 33

WORK RESTRICTIONS

05/20

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

SD-01 Preconstruction Submittals:

List of Contact Personnel; G (CME)

Vehicle list; G (CME)

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. Permission to interrupt any Activity on roads, and/or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

b. The Government will perform normal operation at nearby building/area where not scheduled to Contractor’s work during the entire construction period. Conduct construction so as to cause the least possible interference with normal operations of the activity.

c. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

d. The mechanical equipment and piping will remain in operation during the entire construction period. Conduct operations so as to cause the least possible interference with normal operations of the activity.

e. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) Supply of cold water to vicinity

(2) Road closure and detour during excavation

SECTION 01 14 00.00 33 Page 2

1.2.1 Parking Area Scheduling Requirements

Parking areas and drive lanes will be allowed to close on Saturdays, Sundays, and Government holidays to ensure occupant’s safety. Requests for parking outages must be made in writing to the Contracting Officer at least 15 calendar days in advance of the time required.

1.2.2 Traffic Control

Traffic control must be as specified in Section 01 50 00.00 33 TEMPORARY

FACILITIES AND CONTROLS.

After each working day, covering excavated trench with thick steel plate will be permitted to allow traffic.

After completion of each working area, the activity roads must be ready for the Government use.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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. Provide written "General Authorization to Work on Base" to the Security Office. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials must be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Ensure allowable maximum vehicle length to carry in elongated material via the Contracting officer. 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.

1.3.1.1 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).

1.3.1.2 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.

1.3.1.3 Vehicle List

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

a. Make

SECTION 01 14 00.00 33 Page 3

b. Year

c. Model

d. License number

e. Registered owner

f. Current BASE pass expiration date.

1.3.1.4 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.

1.3.2 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.

1.3.3 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.

1.3.4 Occupied and Existing Building[s]

a. The Contractor must be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the

b. Construction smell, such as paint, adhesive, asphalt, or chemicals, must be controlled to prevent emission to occupied area.

c. Interruption to occupant’s parking must be minimized. The Contractor must provide 15 days advance notice to the Contracting Officer of scheduled work for parking.

SECTION 01 14 00.00 33 Page 4

d. Do not interrupt occupant’s access to entrance during construction. The Contractor must provide temporary covering, partition, watch man and other protections if necessary for secure occupant/resident safety and convenience. The Contractor must provide 15 days advance notice to the Contracting Officer of scheduled work for each entrance.

1.3.5 Utility Cutovers and Interruptions

This project will not permit interruptions to any utility services and the Government’s regular operations, except the following items and restriction items specified herein before;

a. The Government will allow to the Contractor the utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours." In the morning of weekday, all utilities in the building must be available to the Government for use.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water must be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption must be further limited to four hours or as agreed by the Contracting Officer. This time limit includes time for deactivation and reactivation and applies to Drinking Fountain, Toilet and Bldg 1259, but not to Gazebos. No water outage is allowed when making connections of newly installed pipe loop to existing 200 mm diameter ductile iron pipes.

The water flow of the existing ductile iron pipeline must be kept uninterrupted during the construction.

1.3.6 Restrictions on Equipment

1.3.6.1 Restrictions on Radio Transmitter Equipment

Conform to the restrictions and procedures for the use of radio transmitting equipment, as directed. Do not use transmitters without prior approval.

1.3.6.2 Prohibition of Radiographic Operations on NAVFAC Projects

No radiographic operations including radiographical tests are allowed on NAVFAC projects. This includes machine and equipment that produce ionizing radiation such as industrial x-ray machines, particle accelerators, electron microscopes, laboratory analytical devices, and all other equipment capable of producing ionizing radiation.

SECTION 01 14 00.00 33 Page 5

SECTION 01 20 00.00 33 Page 1

SECTION 01 20 00.00 33

PRICE AND PAYMENT PROCEDURES

11/19

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)

EP-1110-1-8 Construction Equipment Ownership and Operating Expense Schedule, Vol 1-12

1.2 SUBMITTALS

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

Schedule of Prices; G (CME)

1.3 SCHEDULE OF PRICES

1.3.1 Data Required

Within 15 calendar days of notice of award, prepare and deliver to the Contracting Officer a Schedule of Prices (construction contract) 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.

1.3.2 Schedule Instructions

Payments will not be made until the Schedule of Prices 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 (5 ft) line. Identify costs for the building(s), and include work out to the 1.5 m (5 ft) line. Work out to the 1.5 m (5 ft) line must include construction encompassed within a theoretical line 1.5 m (5 ft) from the face of exterior walls and must

SECTION 01 20 00.00 33 Page 2 include attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 1.5 m (5 ft) line.

1.4 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.

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 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 must 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 must include certification by Contractor and Quality Control (QC) Manager.

b. The Estimate for Voucher/ Contract Performance Statement on NAVFAC Form

4330/54 furnished by the Government, 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.

c. Updated Project Schedule and reports required by the contract

d. Contractor Safety Self Evaluation Checklist

e. Other supporting documents as requested

f. Updated copy of submittal register.

g. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies.

h. Monthly Work-hour report

i. Solid Waste Disposal Report

1.5.2 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

SECTION 01 20 00.00 33 Page 3 attached in WAWF due to system or size restriction it must be provided as instructed by the Contracting Officer.

1.5.3 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.

1.6 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 reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

1.6.1 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."

1.6.2 Payment for Onsite and Offsite Materials

SECTION 01 20 00.00 33 Page 4

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 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.

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

SECTION 01 30 00.00 33 Page 1

SECTION 01 30 00.00 33

ADMINISTRATIVE REQUIREMENTS

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”) 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

Certificate of Insurance; G (Contract Specialist)

Progress and completion pictures;

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

(CME)

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of 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 two sets of digital photographs each set on a separate CD-R, SECTION 01 30 00.00 33 Page 2 cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

1.4 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.

1.5 SUPERVISION

1.5.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.5.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 year experience in construction with at least 5 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.

1.5.2.1 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 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.

1.5.3 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.

1.6 PERFORMANCE EVALUATION

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

Prior to commencement of work, the Contractor is required to provide the http://www.cpars.gov/cparsmain.htm

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.

1.7 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 feels 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.

1.8 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 schedule of prices or 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.

1.9 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:

1.9.1 NRZ Checklist

a. Contracting Officer's Technical Representative (COTR) 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 COTR and review during a regularly scheduled QC Meeting.

1.9.2 Meetings

a. Upon Government acceptance of the NRZ Checklist, the Project

Superintendent is required to lead regular NRZ Meetings beginning at

SECTION 01 30 00.00 33 Page 4 approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

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 COTR 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.

1.10 PARTNERING

To most effectively accomplish this contract, the Government 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 and Marine Corps Region/Installation, the Contractor and Subcontractors, and the Designer of Record 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.

1.10.1 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.

1.11 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 end of this section, before the AUTOCAD files/request documents are released to the Contractor.

SECTION 01 30 00.00 33 Page 5

1.12 ELECTRONIC MAIL (E-MAIL) ADDRESS

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.

SECTION 01 30 00.00 33 Attachment Page 1

UNCLASSIFIED/FOR OFFICIAL USE ONLY

NAVFAC Red Zone (NRZ) Checklist/POAM

The NRZ Checklist/POAM is a tool to track the status of critical activities required for BOD to help ensure their timely completion to prevent delays with the facility acceptance and turnover.

The critical activities are organized by section according to the responsible party (i.e. Contractor, Client, and NAVFAC) Critical items missing from this list should be added as necessary to ensure the list is comprehensive. Likewise, unnecessary items should be deleted.

Any critical items left off the NRZ Checklist that are later identified after initial NRZ meeting is conducted should be added immediately so their progress can be tracked.

A copy of the NRZ Checklist/POAM must be maintained in the contract file.

Section 1

Contractor Responsibility Critical Activities

Point of Contact

Sched Comp Date

Actual Comp Date

Notes

A. Required for Facility Delivery:

Final Electrical Connections Final Water Connections Final Gas Connections Critical System Start-up:

System:

System:

DALT (duct leakage) Testing TABS (air balancing) Testing ACATS (controls) Testing Electrical Systems Testing Generator Testing Superchlorination of potable water systems Plumbing/backflow Testing Elevator Testing Boiler Testing Crane Testing Fire Alarm/Sprinkler Testing Keying Plan Meeting Deliver Lockset Cores NMCI Connections/IT Systems Testing IDS & SCIF Testing Telecommunications Connections & Test Final Commissioning System Training of Government Personnel System:

System:

Pre-Warranty Conference Contractor’s Pre Final Punch List Complete Pre Final Inspection Punch List Final Inspection BOD/Use and Possession

SECTION 01 30 00.00 33 Attachment Page 2

Contractor Responsibility Critical Activities

Point of Contact

Sched Comp Date

Actual Comp Date

Notes

B. Required for Contract Close-out:

Delivery of O&M Manuals Delivery of Product Warranties LEED Documentation Energy & Sustainability Record Card Site Restoration Final Landscaping Spare Parts, Extra Stock, Special Tools, etc As-Built Drawings Final Demobilization and Clean-up Temp Construction Fence Removed Project Close-out Meeting Complete DD1354 Close-out Storm Water Permit 2nd Season TABS

Section 2

Client Responsibility Critical Activities

Point of Contact

Sched Comp Date

Actual Comp Date

Notes

A. Required for Facility Delivery:

Keying Plan Meeting Telecommunication install Mod service contracts for Phone/Utilities/ Custodial/Grounds

NMCI Installations or other networks GFE status/delivery schedule (GFCI, GFGI) Client provided equipment SELF installed Client provided equipment KTR installed Intrusion Detection Systems Test Secure Network Installations Attend Training

B. Required for Contract Close-out:

Planned User Move-in Ribbon-cutting ceremony

SECTION 01 30 00.00 33 Attachment Page 3

Section 3

NAVFAC Responsibility Critical Activities

Point of Contact

Sched Comp Date

Actual Comp Date

Notes

A. Required for Facility Delivery:

Coordinate Final Utility Connections Generator Performance Verification Transformer Performance Verification DALT Verification 1st Season TABs Verification ACATS Performance Verification Elevator Certification Crane Certification Boiler Certification Fire Alarm/Sprinkler Test IDS & SCIF Test Keying plan to contractor Locket Cores installed Training Coordinated/Scheduled with FMS O&Ms to FMS Client walk-thru Inspection Pre-Final Inspection Final Inspection BOD/Use and Possession

B. Required for Contract Close-out:

BOD Letter to Contractor Acceptance Letter to Client DD 1354 Signed & turned over to RPAO Closeout permits (e.g., NPDES) Contractor Evaluations (CCASS) Complete Finalize Outstanding Contract Mods Process recycled/recovered materials report BOD (A) entered into eContracts Inform PM of BOD Assist PM with AE Evaluation (ACASS) Warranty documentation to FMS As-Builts to FMS 2nd Season TABs Report Review Annual Elevator Maintenance Complete

SECTION 01 30 00.00 33 Attachment Page 4

SECTION 01 30 00.00 33 Attachment Page 5

SECTION 01 31 23.13 33 Page 1

SECTION 01 31 23.13 33

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

01/20

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable or non-functional. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

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

List of Contractor’s Personnel; G (CME)

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection.

Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS.

Provide and maintain computer hardware and software for the eCMS access throughout the duration of the contract for all Contractor-designated users.

Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer

SECTION 01 31 23.13 33 Page 2 system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project. The Contracting Officer reserves the right to perform a security check on all potential users. Provide the following information:

First Name Last Name E-mail Address Office Address Project Role (e.g. Project Manager, QC Manager, Superintendent)

1.4.3 Field Administration

Provide a tablet computer with a Common Access Card (CAC) reader at the job site for Government use only. The tablet computer must have a web-browser, built-in camera, and cellular data connectivity. The tablet computer must be fully charged and made available at all times for Government use to facilitate the input of construction data at the job site. After completion of the work, reset the tablet computer to factory default settings. The tablet computer remains the property of the Contractor and must be removed from the site.

1.5 SECURITY CLASSIFICATION

In accordance with Department of Navy guidance, all military construction contract data are unclassified, unless specified otherwise by a properly designated Original Classification Authority (OCA) and in accordance with an established Security Classification Guide (SCG). Refer to the project's OCA when questions arise about the proper classification of information.

The eCMS and tablet computer must only be used for the transaction of unclassified information associated with construction projects. In conformance with the Freedom of Information Act (FOIA), Department of Defense Manual 5200.01-V4: DoD Information Security Program: Controlled Unclassified Information (CUI), and DoD requirements, any unclassified project documentation uploaded into the eCMS must be designated either "U - UNCLASSIFIED" (U) or "FOUO - UNCLASSIFIED-FOR OFFICIAL USE ONLY" (FOUO).

1.6 ECMS UTILIZATION

Establish, maintain, and…