W912HV-16-B-0003-Am0008_Revised_Specifications.pdf

W912HV-16-B-0003

FY13 DODEA MILCON PA00028 Zama High School Renovation, Camp Zama, Japan

SECTION 00 10 00, SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

SECTION 00 21 00, INSTRUCTION TO BIDDERS

SECTION 00 45 00, REPRESENTATIONS AND CERTIFICATIONS

SECTION 00 70 00, CONDITIONS OF THE CONTRACT

SECTION 00 73 00, SUPPLEMENTARY CONDITIONS

SPECIFICATIONS

DRAWINGS

NOTES:

a. See DELIVERY OF BIDS/OFFERS. Hand-carried bids/proposals shall be delivered to Room 147, as indicated in Block 8.

b. The Bidder is required to compete and return this form (Standard Form 1442), Section 00 10 00, and 00 45 00 in paper form.

X

JIRO MIYAIRI 046-407-8837

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

21-Jun-2016

(RFP)

(IFB)

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______30 calendar days and complete it w ithin ________781 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10 Alt1

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________13 Jan 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______120 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

CONTRACTING DIVISION

USACE-JAPAN DISTRICT

RM 147, BLDG. 250

CAMP ZAMA

ZAMA-CITY, KANAGAWA 252-8511

JAPAN

W912HV

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

046-253-8749FAX:TEL: 046-252-0994 TEL: FAX:

(Am-0008)

(2) In altering this clause to identify the appropriate parties, all disclosures of violation of the civil False Claims Act or of Federal criminal law shall be directed to the agency Office of the Inspector General, with a copy to the Contracting Officer.

(End of clause)

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984) - ALTERNATE I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 30 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work (CILN 0001 through CLIN 0002) ready for use not later than July 19, 2019. * The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed NLT 29 May 2017. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer. Refer to SPECIFICATIONS SECTION 01 01 50 PHASING OF WORK for further phasing details.

W912HV-16-B-0003

(Am-0008)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of ¥86,743 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

W912HV-16-B-0003

(Am-0008)

FY13 PA00028 Renovate Zama High School 13SF0001 Camp Zama, Japan

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

1.1.1 Phase I, Mobilization and Initial Infrastructure Work

1.1.2 Phase II, Building 912 Renovation

1.1.3 Phase III, Building 913 Middle School Renovations

1.1.4 Phase IV, Building 914 Mechanical Room Renovations

1.1.5 Phase V, Building 906 Renovations

1.1.6 Phase VI, Building 906 - Kitchen Renovation

1.1.7 Phase VII, Site Work and Demobilization

1.2 SUBMITTALS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

W912HV-16-B-0003 SECTION 01 01 50 Page 1 (Am-0008)

SECTION 01 01 50

PHASING OF WORK

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

Phasing is an essential part of the construction process. The school has established requirements that must be adhered to in order to successfully complete this project. The contractor shall provide a detailed phasing plan, to include fire evacuation plans, construction and student site access plans, school parking space availability, etc., prior to start of construction, for Contracting Officer approval. Variances to the phasing plan shall be coordinated 30 days in advance so that the Contracting Officer will be able to review and make adjustments as necessary so that school operations continue on a daily basis.

This project includes seven (7) six (6) phases of work. Construction in multiple phases shall occur as indicated Section 00 70 00 CONDITIONS OF THE CONTRACT, paragraph COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) - ALTERNATE 1 (APR 1984). The work of Phase I shall be accomplished before the work of Phase II. The work of Phase II shall be accomplished before the work of Phase III. Phase III shall be accomplished before Phase IV. Phase IV shall be accomplished before Phase V. Phase V shall be accomplished before Phase VI. The Contractor may perform additional construction activities concurrently and/or sequentially if the activities do not interfere with the phasing requirement and if approval is obtained in writing from the Contracting Officer prior to beginning the additional work. The Contractor shall completely vacate each intersection upon completion of the durations indicated below. Access, haul routes, and traffic/pedestrian control, are defined on the drawings.

This phasing description does not supersede requirements identified in the drawings and specifications. The contractor is responsible for construction activities and coordinating the various phases with the Contracting Officer.

1.1.1 Phase I, Mobilization and Initial Infrastructure Work

Mobilization and prepare area for the renovation work.

Provide temporary signage.

Construct fire pump house and fire protection water lines. The Contractor shall mobilize, prepare area for the renovation work, and provide temporary signage as required to begin work.

The Contractor shall complete and turn-over Fire Pump House and Fire Protection Water Lines, no later than 29 December 2017. See sheet GC-102 for additional information.

1.1.2 Phase II .A, Building 906 - Kitchen Renovation , Building 912 Renovation

Department of Defense Education Activity (DoDEA) moves out of Building 912 Auditorium: DoDEA shall move out of Building 912 Auditorium no later than 30 June 2017.

W912HV-16-B-0003 SECTION 01 01 50 Page 2 (Am-0008) j2ee9wwh Line j2ee9wwh Line j2ee9wwh Line

DoDEA moves out of B906 Kitchen/Cafeteria.

Renovate building 906 Kitchen/Cafeteria. Renovation of Building 912 Auditorium shall start no earlier than 30 June 2017 and shall complete no later than 29 December 2017.

1.1.2.1 Phase II.B, Building 912 Renovation

Renovate Building 912 (Auditorium).

1.1.3 Phase III, Building 913 Middle School Renovations

DoDDS relocates students/equipment from Building 906 to Buildings 997/998, 919, and 911.

DoDEA relocates students/equipment from Building 913 to 906.

Renovate Building 913. DoDEA moves out of Building 913 Middle School: DoDEA shall move out and turn-over Building 913 Middle School for renovation work no later than 07 July 2017.

DoDEA shall move out of Building 906 High School no later than 07 July 2017 and shall relocate High School classrooms temporarily to Buildings 997, 998, 919, and 911.

DoDEA shall relocate Middle School (Building 913) classrooms temporarily to Building 906.

Renovation of Building 913 Middle School shall start no earlier than 07 July 2017 and shall complete no later than 08 June 2018. Turn-over of Building 906 and start of renovation for Phase 5 Renovation of Building 906 High School is dependent on completion of all renovation work in this phase. Delay in completion of Phase 3 may result in delays in turn-over Building 906 and start of Phase 5.

DoDEA Zama Middle School returns to Building 913 and vacates Building 906: Upon completion of Phase 3, DoDEA will return to Middle School classrooms to Building 913 from Building 906. DoDEA shall move out and turn-over Building 906 High School for renovation work no later than 03 August 2018.

1.1.4 Phase IV, Building 914 Mechanical Room Renovations

Renovate Building 914. Renovation of Building 914 Mechanical Room shall start no earlier than 19 March 2018 and complete no later than 20 August 2018.

1.1.5 Phase V, Building 906 Renovations

DoDEA relocates students/equipment from Building 906 to 903.

Renovate Building 906.

DoDEA relocates students/equipment from Buildings 997/998, 919, and 911.

Renovation of Building 906 High School Classrooms shall start no earlier than 03 August 2018 and complete no later than 21 June 2019.

Contractor shall maintain utilities to maintain operation of Building 906 Kitchen and Cafeteria during renovation of the Building 906 High School Classrooms.

Upon completion of Phase 5, DoDEA shall return High School Classrooms from Buildings 997, 998, 919, and 917 to Building 906.

W912HV-16-B-0003 SECTION 01 01 50 Page 3 (Am-0008)

1.1.6 Phase VI, Site Work and Demobilization Building 906 - Kitchen Renovation

DoDEA shall move out and turn-over Building 906 Kitchen and Cafeteria for renovation work no later than 15 March 2019.

Contractor completes site work to include the construction of additional vehicle parking and repairs to surrounding ramps.

Contractor demobilizes. Renovation of Building 906 Kitchen and Cafeteria shall start no earlier than 15 March 2019 and complete no later than 21 June 2019.

1.1.7 Phase VII, Site Work and Demobilization

Completion of remaining site work, parking lots (south of Building 919 and northwest from Building 915) and de-mobilization shall complete no later than 19 July 2019.

Variations in schedule may be proposed but require approval by Contracting Officer. The intent of the phasing plan is to limit major renovation work in Buildings 906 and 913 to one school year and allow the Government to furnish and outfit school building for classes to resume in August 2018 (Building 913) and August 2019 (Building 906).

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Phasing of Construction Work Plan; G

The Contractor shall submit for approval a plan of the proposed phasing of construction. The proposed plan shall be submitted within 15 calendar days after receipt of notice to proceed. The plan may be a part of the preliminary network analysis as specified in the Section, PROJECT SCHEDULE, or may be submitted separately. The plan shall show all of the constraints specified in the GENERAL REQUIREMENTS paragraphs above.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

W912HV-16-B-0003 SECTION 01 01 50 Page 4 (Am-0008)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00.00 33

ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

PART 1 GENERAL

PART 2 PRODUCTS

2.1 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

2.2 MANDATORY U.S. PRODUCTS

PART 3 EXECUTION

W912HV-16-B-0003 SECTION 01 42 00.00 33 Page 1 (Am-0008)

SECTION 01 42 00.00 33

ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

PART 1 GENERAL

This Specification section contains information on Acceptable Alternatives for Japanese Standards.

PART 2 PRODUCTS

2.1 ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS

The attached list of ACCEPTABLE ALTERNATIVES FOR JAPANESE STANDARDS provides a listing of Japanese standards which are considered acceptable alternatives to the listed US standards. Where individual specifications sections require the use of products meeting US standards, the use of products not specifically meeting these US standards is prohibited.

Japanese standards not included in this list or not referenced elsewhere in these specifications as being acceptable alternatives to US standards may be submitted to the Contracting Officer for approval as acceptable alternatives. Prior to the use of such Japanese standards, written approval by the Contracting Officer is required. Attachment 01 42 00.00 33-A provides a listing of "Acceptable Alternative Japanese Standards" which are considered acceptable alternatives to the US standards within the Contract specifications. Other portions of the specifications also authorize the use of specified acceptable alternative Japanese standards.

Incorporation of acceptable (authorized by the Contract) Japanese construction methods, materials, and equipment is desired to ensure that the project is constructible and the facility can be maintained with local materials and supplies. The use of products not meeting the applicable US standards of the Contract or acceptable alternative Japanese standards specifically authorized by the Contract is prohibited unless authorized by the Contracting Officer. Japanese standards not included in the "Acceptable Alternative Japanese Standards" list, or not referenced elsewhere in these specifications as being acceptable alternatives to US standards, may be submitted to the Contracting Officer for consideration as acceptable alternatives after award using the variation request process set forth in Section 01 33 00 SUBMITTAL PROCEDURES. Prior to the use of such proposed additional alternative Japanese standards, written approval by the Contracting Officer is required.

2.2 MANDATORY U.S. PRODUCTS

The following list directly below are required products and materials that must be procured from the U.S.

The following fire protection related items shall be U.S. products with U.S. testing labels as required. These items shall not be substituted with Japanese manufactured products:

1. Fire suppression systems, including valves, alarm valves, sprinklers (pipes and fittings of Japanese manufacturer may meet the functional requirements, see specification Section 21 13 13.00 10 for additional information).

W912HV-16-B-0003 SECTION 01 42 00.00 33 Page 2 (Am-0008)

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

3. Fire alarm and mass notification systems, including but not limited to, panels, initiating devices, notification appliances, smoke alarms, smoke detectors, heat detectors (conductors and conduits of Japanese manufacturer may meeting the functional requirements, see specification Section 28 31 76 for additional information).

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

5. Fire doors and frames greater than 60 minutes.

6. Fire dampers and smoke dampers.

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

8. Insulation with flame spread and smoke development ratings.

9. Plenum ratted cables.

PART 3 EXECUTION

Not Used

-- End of Section --

W912HV-16-B-0003 SECTION 01 42 00.00 33 Page 3 (Am-0008)

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 As-Built Drawings

1.2.2 Record Drawings

1.3 SOURCE DRAWING FILES

1.3.1 Terms and Conditions

1.4 SUBMITTALS

1.5 SPARE PARTS DATA

1.6 QUALITY CONTROL

1.7 WARRANTY MANAGEMENT

1.7.1 Warranty Management Plan

1.7.2 Performance Bond

1.7.3 Pre-Warranty Conference

1.7.4 Contractor's Response to Construction Warranty Service

Requirements

1.7.5 Warranty Tags

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

2.2 SYSTEM DESCRIPTION

2.2.1 Additional Drawings

2.2.1.1 Sheet Numbers and File Names

2.3 CERTIFICATION OF EPA DESIGNATED ITEMS

PART 3 EXECUTION

3.1 AS-BUILT DRAWINGS

3.1.1 Markup Guidelines

3.1.2 As-Built Drawings Content

3.2 RECORD DRAWING FILES

3.2.1 Rename the CAD Drawing files

3.3 RECORD DRAWINGS

3.3.1 Final Record Drawing Package

3.4 FINAL APPROVED SHOP DRAWINGS

3.5 CONSTRUCTION CONTRACT SPECIFICATIONS

3.6 EQUIPMENT

3.6.1 As-Built Record of Equipment and Materials

3.6.2 Real Property Equipment

3.7 OPERATION AND MAINTENANCE MANUALS

3.7.1 Configuration

3.7.2 Training and Instruction

3.8 CLEANUP

3.9 PREVENTATIVE MAINTENANCE

W912HV-16-B-0003 SECTION 01 78 00 Page 1 (Am-0008)

3.10 REAL PROPERTY RECORD

ATTACHMENTS:

draft DD FORM 1354

W912HV-16-B-0003 SECTION 01 78 00 Page 2 (Am-0008)

SECTION 01 78 00

CLOSEOUT SUBMITTALS

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM E1971 (2005; R 2011) Stewardship for the Cleaning of Commercial and Institutional Buildings

GREEN SEAL (GS)

GS-37 (2012) Cleaning Products for Industrial and Institutional Use

U.S. ARMY CORPS OF ENGINEERS (USACE)

ERDC/ITL TR-12-1 (2012) CAD Drafting Standard

ERDC/ITL TR-12-6 (2012) A/E/C CAD Standard - Release 5.0

U.S. DEPARTMENT OF DEFENSE (DOD)

FC 1-300-09N (2014) Navy and Marine Corps Design Procedures

UFC 1-300-08 (2009, with Change 2) Criteria for Transfer and Acceptance of DoD Real Property

1.2 DEFINITIONS

1.2.1 As-Built Drawings

As-built drawings are developed and maintained by the Contractor and depict actual conditions, including deviations from the Contract Documents. These deviations and additions may result from coordination required by, but not limited to: contract modifications; official responses to Contractor submitted Requests for Information; direction from the Contracting Officer; designs which are the responsibility of the Contractor, and differing site conditions. Maintain the as-builts throughout construction as red-lined hard copies on site and red-lined PDF files . As-built drawings are further defined in NFAS 5252.236-9310.

These files serve as the basis for the creation of the record drawings.

W912HV-16-B-0003 SECTION 01 78 00 Page 3 (Am-0008)

1.2.2 Record Drawings

The record drawings are the final compilation of actual conditions reflected in the as-built drawings.

1.3 SOURCE DRAWING FILES

Request the full set of electronic drawings, in the source format, for Record Drawing preparation, after award and at least 30 days prior to required use.

1.3.1 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CAD drawing files are not construction documents.

Differences may exist between the CAD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CAD files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished Source drawing files, the signed and sealed construction documents govern. The Contractor is responsible for determining if any conflict exists. Use of these Source Drawing files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project. If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction drawings and data related to this contract, remove all previous indicia of ownership (seals, logos, signatures, initials and dates).

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Warranty Management Plan Warranty Tags Final Cleaning Spare Parts Data

W912HV-16-B-0003 SECTION 01 78 00 Page 4 (Am-0008)

SD-08 Manufacturer's Instructions

Preventative Maintenance Condition Monitoring (Predictive Testing) Inspection Posted Instructions

SD-10 Operation and Maintenance Data

Operation and Maintenance Manuals; G

SD-11 Closeout Submittals

As-Built Drawings; G Record Drawings; G As-Built Record of Equipment and Materials

FINAL APPROVED SHOP DRAWINGS

CONSTRUCTION CONTRACT SPECIFICATIONS

Certification of EPA Designated Items; G Interim DD FORM 1354; G Checklist for DD FORM 1354; G

1.5 SPARE PARTS DATA

Submit two copies of the Spare Parts Data list.

a. Indicate manufacturer's name, part number, nomenclature, and stock level required for maintenance and repair. List those items that may be standard to the normal maintenance of the system.

b. Supply 5 items of each part for spare parts inventory. Provision of spare parts does not relieve the Contractor of responsibilities listed under the contract guarantee provisions.

1.6 QUALITY CONTROL

Additions and corrections to the contract drawings must be equal in quality and detail to that of the originals. Line colors, line weights, lettering, layering conventions, and symbols must conform to

ERDC/ITL TR-12-6 .

1.7 WARRANTY MANAGEMENT

1.7.1 Warranty Management Plan

Develop a warranty management plan which contains information relevant to the clause Warranty of Construction in Section 01 78 23, paragraph 1.3.5.5 Warrenty Information. At least 30 days before the planned pre-warranty conference, submit one set of the warranty management plan. Include within the warranty management plan all required actions and documents to assure that the Government receives all warranties to which it is entitled. The plan must be in narrative form and contain sufficient detail to render it suitable for use by future maintenance and repair personnel, whether tradesmen, or of engineering background, not necessarily familiar with this contract. The term "status" as indicated below must include due date and whether item has been submitted or was accomplished. Warranty information made available during the construction phase must be submitted to the Contracting Officer for approval prior to each monthly pay estimate. Assemble approved information in a binder and

W912HV-16-B-0003 SECTION 01 78 00 Page 5 (Am-0008) turn over to the Government upon acceptance of the work. The construction warranty period will begin on the date of project acceptance and continue for the full product warranty period. A joint 4 month and 9 month warranty inspection will be conducted, measured from time of acceptance, by the Contractor, Contracting Officer and the Customer Representative.

Include within the warranty management plan , but not limited to, the following:

a. Roles and responsibilities of all personnel associated with the warranty process, including points of contact and telephone numbers within the organizations of the Contractors, subContractors, manufacturers or suppliers involved.

b. Furnish with each warranty the name, address, and telephone number of each of the guarantor's representatives nearest to the project location.

c. Listing and status of delivery of all Certificates of Warranty for extended warranty items, to include roofs, HVAC balancing, pumps, motors, transformers, and for all commissioned systems such as fire protection and alarm systems, sprinkler systems, lightning protection systems, etc.

d. A list for each warranted equipment, item, feature of construction or system indicating:

(1) Name of item.

(2) Model and serial numbers.

(3) Location where installed.

(4) Name and phone numbers of manufacturers or suppliers.

(5) Names, addresses and telephone numbers of sources of spare parts.

(6) Warranties and terms of warranty. Include one-year overall warranty of construction, including the starting date of warranty of construction. Items which have extended warranties must be indicated with separate warranty expiration dates.

(7) Cross-reference to warranty certificates as applicable.

(8) Starting point and duration of warranty period.

(9) Summary of maintenance procedures required to continue the warranty in force.

(10) Cross-reference to specific pertinent Operation and Maintenance manuals.

(11) Organization, names and phone numbers of persons to call for warranty service.

(12) Typical response time and repair time expected for various warranted equipment.

e. The plans for attendance at the 4 and 9 month post-construction warranty inspections conducted by the Government.

f. Procedure and status of tagging of all equipment covered by extended warranties.

g. Copies of instructions to be posted near selected pieces of equipment where operation is critical for warranty and/or safety reasons.

1.7.2 Performance Bond

The Performance Bond must remain effective throughout the construction period.

W912HV-16-B-0003 SECTION 01 78 00 Page 6 (Am-0008)

a. In the event the Contractor fails to commence and diligently pursue any construction warranty work required, the Contracting Officer will have the work performed by others, and after completion of the work, will charge the remaining construction warranty funds of expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

b. In the event sufficient funds are not available to cover the construction warranty work performed by the Government at the Contractor's expense, the Contracting Officer will have the right to recoup expenses from the bonding company.

c. Following oral or written notification of required construction warranty repair work, respond in a timely manner. Written verification will follow oral instructions. Failure to respond will be cause for the Contracting Officer to proceed against the Contractor.

1.7.3 Pre-Warranty Conference

Prior to contract completion, and at a time designated by the Contracting Officer, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of this section.

Communication procedures for Contractor notification of construction warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer for the execution of the construction warranty will be established/reviewed at this meeting. In connection with these requirements and at the time of the Contractor's quality control completion inspection, furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue construction warranty work action on behalf of the Contractor. This point of contact will be located within the local service area of the warranted construction, be continuously available, and be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of its responsibilities in connection with other portions of this provision.

1.7.4 Contractor's Response to Construction Warranty Service Requirements

Following oral or written notification by the Contracting Officer, respond to construction warranty service requirements in accordance with the "Construction Warranty Service Priority List" and the three categories of priorities listed below. Submit a report on any warranty item that has been repaired during the warranty period. Include within the report the cause of the problem, date reported, corrective action taken, and when the repair was completed. If the Contractor does not perform the construction warranty within the timeframe specified, the Government will perform the work and back charge the construction warranty payment item established.

a. First Priority Code 1. Perform onsite inspection to evaluate situation, and determine course of action within 4 hours, initiate work within 6 hours and work continuously to completion or relief.

b. Second Priority Code 2. Perform onsite inspection to evaluate situation, and determine course of action within 8 hours, initiate work within 24 hours and work continuously to completion or relief.

c. Third Priority Code 3. All other work to be initiated within 3 work

W912HV-16-B-0003 SECTION 01 78 00 Page 7 (Am-0008) days and work continuously to completion or relief.

d. The "Construction Warranty Service Priority List" is as follows:

Code 1-Life Safety Systems

(1) Fire suppression systems.

(2) Fire alarm system(s) in place in the building.

Code 1-Air Conditioning Systems

(1) Recreational support. Not used.

(2) Air conditioning leak in part of building, if causing damage.

(3) Air conditioning system not cooling properly.

Code 1-Doors

(1) Overhead doors not operational, causing a security, fire, or safety problem.

(2) Interior, exterior personnel doors or hardware, not functioning properly, causing a security, fire, or safety problem.

Code 3-Doors

(1) Overhead doors not operational.

(2) Interior/exterior personnel doors or hardware not functioning properly.

Code 1-Electrical

(1) Power failure (entire area or any building operational after 1600 hours).

(2) Security lights

(3) Smoke detectors

Code 2-Electrical

(1) Power failure (no power to a room or part of building).

(2) Receptacle and lights (in a room or part of building).

Code 3-Electrical Street lights.

Code 1-Gas

(1) Leaks and breaks.

(2) No gas to family housing unit or cantonment area.

Code 1-Heat

(1) Area power failure affecting heat.

(2) Heater in unit not working.

Code 2-Kitchen Equipment

(1) Dishwasher not operating properly.

(2) All other equipment hampering preparation of a meal.

Code 1-Plumbing

(1) Hot water heater failure.

(2) Leaking water supply pipes.

Code 2-Plumbing

(1) Flush valves not operating properly.

(2) Fixture drain, supply line to commode, or any water pipe leaking.

(3) Commode leaking at base.

Code 3 -Plumbing

W912HV-16-B-0003 SECTION 01 78 00 Page 8 (Am-0008)

Leaky faucets.

Code 3-Interior

(1) Floors damaged.

(2) Paint chipping or peeling.

(3) Casework.

Code 1-Roof Leaks Temporary repairs will be made where major damage to property is occurring.

Code 2-Roof Leaks Where major damage to property is not occurring, check for location of leak during rain and complete repairs on a Code 2 basis.

Code 2-Water (Exterior) No water to facility.

Code 2-Water (Hot) No hot water in portion of building listed.

Code 3-All other work not listed above.

1.7.5 Warranty Tags

At the time of installation, tag each warranted item with a durable, oil and water resistant tag approved by the Contracting Officer. Attach each tag with a copper wire and spray with a silicone waterproof coating.

Also, submit two record copies of the warranty tags showing the layout and design. The date of acceptance and the QC signature must remain blank until the project is accepted for beneficial occupancy. Show the following information on the tag.

Type of product/material

Model number

Serial number

Contract number

Warranty period from/to

Inspector's signature

Construction Contractor

Address

Telephone number

W912HV-16-B-0003 SECTION 01 78 00 Page 9 (Am-0008)

Warranty contact

Address

Telephone number

Warranty response time priority code

WARNING - PROJECT PERSONNEL TO PERFORM ONLY OPERATIONAL MAINTENANCE DURING THE

WARRANTY PERIOD.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc (CD or DVD) at the preconstruction conference that contains the following:

a. One set of "as-designed" electronic CAD files in the specified software and format revised to reflect all amendments and the final contract PDF drawings. The CAD files are provided to enable preparation of as-built or as-constructed drawings. If discrepancies exist between the CAD files and the contract PDF drawings, correct the CAD files to show the contract PDF drawings.

b. A submittal register data file in comma separated value (CSV) format for import into the Resident Management System (RMS).

2.2 SYSTEM DESCRIPTION

Prepare the CAD drawing files in AutoCAD Release 2013 format compatible with a Windows 7 operating system.

2.2.1 Additional Drawings

If additional drawings are required, prepare them using the specified electronic file format applying ERDC/ITL TR-12-6 and ERDC/ITL TR-12-1 .

The title block and drawing border to be used for any new final record drawings must be identical to that used on the contract drawings.

2.2.1.1 Sheet Numbers and File Names

If a sheet needs to be added between two sequential sheets, append a Supplemental Drawing Designator in accordance with ERDC/ITL TR-12-6 Adding a drawing sheet, and ERDC/ITL TR-12-1 Adding or deleting drawing sheets and index sheet procedures.

2.3 CERTIFICATION OF EPA DESIGNATED ITEMS

Submit the Certification of EPA Designated Items as required by FAR 52.223-9, "Certification and Estimate of Percentage of Recovered Material Content for EPA Designated Items". Include on the certification form the following information: project name, project number, Contractor name, license number, Contractor address, and certification. The certification

W912HV-16-B-0003 SECTION 01 78 00 Page 10 (Am-0008) will read as follows and be signed and dated by the Contractor. "I hereby certify the information provided herein is accurate and that the requisition/procurement of all materials listed on this form comply with current EPA standards for recycled/recovered materials content. The following exemptions may apply to the non-procurement of recycled/recovered content materials:

1) The product does not meet appropriate performance standards;

2) The product is not available within a reasonable time frame;

3) The product is not available competitively (from two or more sources);

4) The product is only available at an unreasonable price (compared with a comparable non-recycled content product)."

Record each product used in the project that has a requirement or option of containing recycled or biobased content in accordance with SECTION 01 33 29 SUSTAINABILITY REPORTING, noting total price, total value of post-industrial recycled content, total value of post-consumer recycled content, total value of biobased content, exemptions (1, 2, 3, or 4, as indicated), and comments. Recycled and biobased content values may be determined by weight or volume percent, but must be consistent throughout.

PART 3 EXECUTION

3.1 AS-BUILT DRAWINGS

Provide and maintain two black line print copies of the PDF contract drawings for As-Built Drawings. Provide and maintain As-Built Drawings in accordance with NFAS 5252.236-9310. Submit As-Built Drawings 30 days prior to Beneficial Occupancy Date(BOD).

3.1.1 Markup Guidelines

Make comments and markup the drawings complete without reference to letters, memos, or materials that are not part of the As-Built drawing.

Show what was changed, how it was changed, where items(s) were relocated and change related details. These working as-built markup prints must be neat, legible and accurate as follows:

a. Use base colors of red, green, and blue. Color code for changes as follows:

(1) Special (Blue) - Items requiring special information, coordination, or special detailing or detailing notes.

(2) Deletions (Red) - Over-strike deleted graphic items (lines), lettering in notes and leaders.

(3) Additions (Green) - Added items, lettering in notes and leaders.

b. Provide a legend if colors other than the "base" colors of red, green, and blue are used.

c. Add and denote any additional equipment or material facilities, service lines, incorporated under As-Built Revisions if not already shown in legend.

d. Use frequent written explanations on markup drawings to describe changes. Do not totally rely on graphic means to convey the revision.

W912HV-16-B-0003 SECTION 01 78 00 Page 11 (Am-0008)

e. Use legible lettering and precise and clear digital values when marking prints. Clarify ambiguities concerning the nature and application of change involved.

f. Wherever a revision is made, also make changes to related section views, details, legend, profiles, plans and elevation views, schedules, notes and call out designations, and mark accordingly to avoid conflicting data on all other sheets.

g. For deletions, cross out all features, data and captions that relate to that revision.

h. For changes on small-scale drawings and in restricted areas, provide large-scale inserts, with leaders to the applicable location.

i. Indicate one of the following when attaching a print or sketch to a markup print:

1) Add an entire drawing to contract drawings

2) Change the contract drawing to show

3) Provided for reference only to further detail the initial design.

j. Incorporate all shop and fabrication drawings into the markup drawings.

3.1.2 As-Built Drawings Content

Revise As-Built Drawings in accordance with ERDC/ITL TR-12-1 and ERDC/ITL TR-12-6 . Provide 2 sets of paper copies from PDF drawings to show the as-built conditions by red-line process during the execution of the project. Keep these working as-built markup drawings current on a weekly basis and at least one set available on the jobsite at all times.

Changes from the contract drawings which are made during construction or additional information which might be uncovered in the course of construction must be accurately and neatly recorded as they occur by means of details and notes. Submit the working as-built markup drawings for approval prior to submission of each monthly pay estimate. For failure to maintain the working and final record drawings as specified herein, the Contracting Officer will withhold 10 percent of the monthly progress payment until approval of updated drawings. Show on the as-built drawings, but not limited to, the following information:

a. The actual location, kinds and sizes of all sub-surface utility lines. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered over or obscured, show by offset dimensions to two permanently fixed surface features the end of each run including each change in direction on the record drawings. Locate valves, splice boxes and similar appurtenances by dimensioning along the utility run from a reference point. Also record the average depth below the surface of each run.

b. The location and dimensions of any changes within the building structure.

c. Layout and schematic drawings of electrical circuits and piping.

d. Correct grade, elevations, cross section, or alignment of roads, W912HV-16-B-0003 SECTION 01 78 00 Page 12 (Am-0008) earthwork, structures or utilities if any changes were made from contract plans.

e. Changes in details of design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor; including but not limited to shop drawings, fabrication, erection, installation plans and placing details, pipe sizes, insulation material, dimensions of equipment foundations, etc.

f. The topography, invert elevations and grades of drainage installed or affected as part of the project construction.

g. Changes or Revisions which result from the final inspection.

h. Where contract drawings or specifications present options, show only the option selected for construction on the working as-built markup drawings.

i. If borrow material for this project is from sources on Government property, or if Government property is used as a spoil area, furnish a contour map of the final borrow pit/spoil area elevations.

j. Systems designed or enhanced by the Contractor, such as HVAC controls, fire alarm, fire sprinkler, and irrigation systems.

k. Changes in location of equipment and architectural features.

j. Modifications (include within change order price the cost to change working as-built markup drawings to reflect modifications) and compliance with FC 1-300-09N procedures .

l. Actual location of anchors, construction and control joints, etc., in concrete.

m. Unusual or uncharted obstructions that are encountered in the contract work area during construction.

n. Location, extent, thickness, and size of stone protection particularly where it will be normally submerged by water.

3.2 RECORD DRAWING FILES

If additional drawings are required, prepare them using the specified electronic file format applying ERDC/ITL TR-12-6 and ERDC/ITL TR-12-1 .

The title block and drawing border to be used for any new final record drawings must be identical to that used on the contract drawings.

Accomplish additions and corrections to the contract drawings using CAD files. Provide all program files and hardware necessary to prepare final PDF record drawings. The Contracting Officer will review final PDF record drawings for accuracy and return them to the Contractor for required corrections, changes, additions, and deletions.

3.2.1 Rename the CAD Drawing files

Rename the CAD Drawing files using the contract number as the Project Code field,(e.g., W91238-15-C-10A-102. DWGDGN) as instructed in the Pre-Construction conference. Use only those renamed files for the Marked-up changes. Make all changes on the layer/level as the original item.

W912HV-16-B-0003 SECTION 01 78 00 Page 13 (Am-0008)

a. For AutoCAD files (DWG), enter all as-built delta changes and notations on the AS-BUILT layer. MicroStation files (DGN), enter all as-built delta changes and notations on:

- Level #63

- Level/Layer Name contains: ANNO-REVS

- Level/Layer Description: Revisions

c. When final revisions have been completed, show the wording "RECORD DRAWING AS-BUILTS" followed by the name of the Contractor in letters at least 5 mm high on the cover sheet drawing. Date RECORD DRAWING AS-BUILTS" drawing revisions in the revision block.

d. Within 1020 days after Government approval of all of the working record drawings for a phase of work, prepare the final CAD record drawings for that phase of work and submit PDF drawing files and two sets of prints for review and approval. The Government will promptly return one set of prints annotated with any necessary corrections.

Within 710 days revise the CAD files accordingly at no additional cost and submit one set of final prints for the completed phase of work to the Government. Within 1020 days of substantial completion of all phases of work, submit the final record drawing package for the entire project. Submit one set of electronic CAD files, and one set of the approved working record PDF files on an optical disc with two sets of prints. The CAD files must be complete in all details and identical in form and function to the CAD drawing files supplied by the Government. Prepare AutoCAD files for transmittal using e-Transmit.

Prepare MicroStation files for transmittal using the Packager (Archive). Make any transactions or adjustments necessary to accomplish this. The Government reserves the right to reject any drawing files it deems incompatible with the customer's CAD system.

Paper prints, drawing files and storage media submitted will become the property of the Government upon final approval. Failure to submit final record PDF drawing files, CAD files and marked prints as specified will be cause for withholding any payment due under this contract. Approval and acceptance of final record drawings must be accomplished before final payment is made.

3.3 RECORD DRAWINGS

Prepare and provide Record Drawings in accordance with FC 1-300-09N .

Provide 2 copies of Record Drawings on two separate CDs or DVDs 30 days after BOD.

Prepare final record drawings after the completion of each definable phase of work as listed in the Contractor Quality Control Plan (Foundations, Utilities, Structural Steel, etc., as appropriate for the project).

Transfer the changes from the approved working as-built markup drawings to the original electronic CAD drawing files. Modify the as-built CAD drawing files to correctly show the features of the project as-built by bringing the working CAD drawing set into agreement with approved working as-built markup drawings, and adding such additional drawings as may be necessary. Refer to ERDC/ITL TR-12-1 Chapter 11 Drawing Revisions.

Jointly review the working as-built markup drawings with printouts from working as-built CAD drawing PDF files for accuracy and completeness.

Monthly review of working as-built CAD drawing PDF file printouts must cover all sheets revised since the previous review. These PDF drawing

W912HV-16-B-0003 SECTION 01 78 00 Page 14 (Am-0008) files are part of the permanent records of this project. Any drawings damaged or lost must be satisfactorily replaced at no expense to the Government.

a. Drawing revisions (include within change order price the cost to change working and final record drawings to reflect revisions) and compliance with the following procedures.

(1) Follow directions in the revision for posting descriptive changes.

(2) The revision delta size must be 8 mm unless the area where the delta is to be placed is crowded. Use a smaller size delta for crowded areas.

(3) Place a revision delta at the location of each deletion.

(4) For new details or sections which are added to a drawing, place a revision delta by the detail or section title.

(5) For minor changes, place a revision delta by the area changed on the drawing (each location).

(6) For major changes to a drawing, place a revision delta by the title of the affected plan, section, or detail at each location.

(7) For changes to schedules or drawings, place a revision delta either by the schedule heading or by the change in the schedule.

3.3.1 Final Record Drawing Package

Submit the final record PDF and CAD drawings package for the entire project within 20 days of substantial completion of all phases of work.

Submit one set of ANSI D size PDF and CAD files on optical disc, read-only memory (ROM), two sets of ANSI D size prints and one set of the approved working record drawings. The package must be complete in all details and identical in form and function to the contract drawing files supplied by the Government.

3.4 FINAL APPROVED SHOP DRAWINGS

Submit final approved project shop drawings 30 days after transfer of the completed facility.

3.5 CONSTRUCTION CONTRACT SPECIFICATIONS

Submit final PDF file record construction contract specifications, including revisions thereto, 30 days after transfer of the completed facility.

3.6 EQUIPMENT

3.6.1 As-Built Record of Equipment and Materials

Furnish one copy of preliminary record of equipment and materials used on the project 15 days prior to final inspection. This preliminary submittal will be reviewed and returned 2 days after final inspection with Government comments. Submit Two sets of final record of equipment and materials 10 days after final inspection. Key the designations to the related area depicted on the contract drawings. List the following data:

W912HV-16-B-0003 SECTION 01 78 00 Page 15 (Am-0008)

RECORD OF DESIGNATED EQUIPMENT AND MATERIALS DATA

Description Specification Section

Manufacturer and Catalog, Model, and Serial Number

Composition and Size

Where Used

3.6.2 Real Property Equipment

Submit a list of installed equipment furnished under this contract.

Include all information usually listed on manufacturer's name plate. In the Equipment-In-Place List include, as applicable, the following for each piece of equipment installed: description of item, location (by room number), model number, serial number, capacity, name and address of manufacturer, name and address of equipment supplier, condition, spare parts list, manufacturer's catalog, and warranty. Submit a draft list at time of transfer. Submit the final list 30 days after transfer of the completed facility.

3.7 OPERATION AND MAINTENANCE MANUALS

Provide project operation and maintenance manuals as specified in Section

01 78 23 OPERATION AND MAINTENANCE MANUALS.

Submit one PDF file and 6 hard copies of the project operation and maintenance manuals 30 calendar days prior to testing the system involved. Update and resubmit data for final approval no later than 30 calendar days prior to contract completion BOD.

3.7.1…