1a_P-1366 - Final RFP - DB RFP.pdf

WORK ORDER NO.

1181839

DESIGN-BUILD REQUEST FOR PROPOSAL

For

FY22 MCAF PROJECT P-1366/AJJY073015P2

APR - MUNITIONS STORAGE IGLOOS, Phase 2

At the

Andersen Air Force Base, Guam

P-1366/AJJY073015P2

PREPARED BY:

Structural: Moffatt & Nichol Architectural: Setiadi Architects Civil: Duenas Camacho &

Associates Mechanical: Thermal Engineering Corporation Electrical: EMCE Consulting Engineers

Fire Protection/: Thermal Engineering Corporation

Geotechnical: Pacific Geotechnical Engineers

MEC Clearance: AMPRO

Submitted by: _____________________________ Date: _30 March 2021 __ Michael Wise, P.E.

APPROVED BY:

Specification: _________________________________________________________ Mr. Clint Hashiba, P.E.

For Commander, NAVFAC Pacific: _________________________________________ Mr. Evan A. Mizue, P.E.

Date: ____________________ 27 APR 2021

FY22 MCAF PROJECT P-1366/AJJY073105P2 APR - Munitions Storage Igloos, Phase 2 1181839 Andersen Air Force Base, Guam

PROJECT TABLE OF CONTENTS PAGE 1 OF 3

PROJECT TABLE OF CONTENTS

PART 2 – GENERAL REQUIREMENTS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.05 20 POST AWARD MEETINGS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES

01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENT AND REPORTING

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 45 00.05 20 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.03 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS (MRESS)

Munitions Response Explosives Safety Submission (MRESS) Guam Construction Support

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 20 TOTAL BUILDING COMMISSIONING

PART 3 - PROJECT PROGRAM

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING REQUIREMENTS

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEMS REQUIREMENTS

PART 4 – PERFORMANCE TECHNICAL SPECIFICATIONS

A10 FOUNDATIONS

B10 SUPERSTRUCTURE

B20 EXTERIOR CLOSURE

B30 ROOFING

C30 INTERIOR FINISHES

D30 HVAC

D40 FIRE PROTECTION SYSTEMS

D50 ELECTRICAL POWER AND LIGHTING

PROJECT TABLE OF CONTENTS PAGE 2 OF 3

G10 SITE PREPARATIONS

G20 SITE IMPROVEMENTS

G30 SITE CIVIL/MECHANICAL UTILITIES

G40 SITE ELECTRICAL UTILITIES

Z10 GENERAL PERFORMANCE TECHNICAL SPECIFICATIONS

PART 5 – PRESCRIPTIVE SPECIFICATIONS

DIVISION 25 INTEGRATED AUTOMATION

25 05 11 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 08 11.00 20 RISK MANAGEMENT FRAMEWORK FOR FACILITY-RELATED CONTROL

SYSTEMS

PART 6 – ATTACHMENTS

A. PARTS A AND B DRAWINGS (under separate cover)

B. PART A (Design-Bid-Build) SPECIFICATIONS

DIVISION 03 CONCRETE

03 31 30 MARINE CONCRETE

03 45 33 PRECAST STRUCTURAL CONCRETE

DIVISION 05 METALS

05 12 00 STRUCTURAL STEEL

DIVISION 26 ELECTRICAL

26 41 00 LIGHTNING PROTECTION SYSTEM

DIVISION 31 EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL FOR MUNITIONS STORAGE IGLOO FOOTING

31 32 23 FOUNDATION DRILLING AND GROUTING

C. MISCELLANEOUS REPORTS

1. Geotechnical Data Report

D. MISCELLANEOUS DESIGN STANDARDS AND CRITERIA

1. Architectural Compatibility and Base Design Standards (ACBDS), Andersen Air Force Base Guam (AAFB), May 2013

2. NAVFACMAR Public Works Utilities Criteria for Design and Construction: Electrical Sewer, and Water, 15 November 2018

E. REFERENCE DRAWINGS

1. Topographic Survey Map of FY22 MCAF Project P-1366/AJJY073105P2 APR - Munition Storage Igloos, Phase 2

F. ENVIRONMENTAL RELATED DOCUMENTS

1. Design Approval Construction Permitting (DACP) for Guam Projects

2. Guam EPA Interim Guidance on Clearing, Grubbing, Grading and Stockpiling Permits for Department of Defense Projects

PROJECT TABLE OF CONTENTS PAGE 3 OF 3

G. PROBABILITY OF ENCOUNTERING MEC/MPPEH AAFB, GUAM

H. DDESB APPROVAL LETTER (available upon request from the Contracting Officer)

I. NATURAL RESOURCES PERFORMANCE WORK STATEMENT

J. PRELIMINARY PERMITS RECORD OF DECISION (PROD)

PART 2 - TABLE OF CONTENTS PAGE 1 OF 1

TABLE OF CONTENTS

DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.05 20 POST AWARD MEETINGS

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES

01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENT AND REPORTING

01 35 26 GOVERNMENT SAFETY REQUIREMENTS

01 45 00.05 20 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.03 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS (MRESS)

Munitions Response Explosives Safety Submission (MRESS) Guam Construction Support

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 91 00.15 20 TOTAL BUILDING COMMISSIONING

FY22 MCAF PROJECT P-1366/AJJY073105P2 APR - Munitions Storage 1181839 Igloos, Phase 2, Andersen Air Force Base, Guam

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

PART A DRAWINGS

DRAWING NAVFAC

NO. DWG NO. TITLE

GA001 17240902 Title Sheet, Vicinity and Location Maps (Part A) GA002 17240903 Index of Drawings (Part A) GA003 17240904 Site and Access Map (Part A) GA004 17240905 Scope of Work Summary (Part A) GA005 17240906 Cultural/Natural Resource Mitigation Phasing (Part A)

B-001 17240907 Geotechnical Notes, USCS, Boring Log Legend and Rock Description B-002 17240908 Foundation Notes B-101 17240909 Boring Location Plan B-501 17240910 Foundation Subgrade Details B-701 17240911 Boring Logs 1 B-702 17240912 Boring Logs 2 B-703 17240913 Boring Logs 3 B-704 17240914 Boring Logs 4 B-705 17240915 Boring Logs 5 B-706 17240916 Boring Logs 6

C-100 17240917 Site Improvements Plan C-101 17240918 6th Street Centerline Road Plan and Profile (0+00 to 10+25) C-102 17240919 6th Street Centerline Road Plan and Profile (10+25 to 20+25) C-103 17240920 6th Street Centerline Road Plan and Profile (20+25 to 30+25) C-104 17240921 6th Street Centerline Road Plan and Profile (30+25 to 35+39) C-301 17240922 Roadway Sections

S-001 17240924 Structural General Notes S-002 17240925 Abbreviations S-101 17240926 Foundation and Floor Plan S-102 17240927 Roof Framing Plan S-201 17240928 Building Elevations S-301 17240929 Building Sections S-302 17240930 Wall Sections S-303 17240931 Retaining Wall Sections and Details

PART 2 - DOCUMENT 00 01 15 Page 1

S-501 17240932 Foundation and Slab-on-Grade Details S-502 17240933 Precast Wall Panel Details S-503 17240934 Precast Roof Panel Details S-504 17240935 Wall and Roof Connection Details S-701 17240937 Door Frame Elevations and Details S-702 17240938 Door Elevations S-703 17240939 Door Sections S-704 17240940 Door Details S-705 17240941 Internal Locking Devices

M-100 17240943 Mechanical General Notes, Schedule, Plan and Sections M-500 17240944 Mechanical Details

E-001 17240946 General Notes, Symbols, and Abbreviations E-101 17240947 Typical Lightning Protection and Grounding System E-501 17240948 Lighting Protection and Grounding Details 1 E-502 17240949 Lighting Protection and Grounding Details 2 E-503 17240950 Rolling Sphere Analysis

PART B DRAWINGS

DRAWING

NO. TITLE

GB001 Title Sheet, Vicinity and Location Maps (Part B) GB002 Index of Drawings (Part B) GB003 Site and Access Map (Part B) GB004 Scope of Work Summary (Part B) GB005 Cultural/Natural Resource Mitigation Phasing (Part B)

C-001 Civil Notes and Symbols C-150 Overall Site Plan C-151 Site Demolition Plan C-152 Site Improvements Plan C-153 Site Grading and Drainage Plan C-201 Munitions Storage Magazines Plan (TYP.)

C-501 Miscellaneous Details

A-101 Munitions Storage Magazines - Typical Floor Plan A-201 Building Elevations A-301 Building Sections A-501 Wall Sections A-601 Room Finish Schedule, List of Materials

E-0 11 Electrical and Telecommunication Symbol List ES101 Electrical Site Plan ES102 Telecommunications Site Plan E-111 Munitions Storage Magazine - Lighting Plan E-112 Munitions Storage Magazine - Power and Telecom Plan E-601 Secondary One Line Diagram E-602 Telecommunications On-Site Diagram

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

PART 2 - DOCUMENT 00 01 15 Page 2

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

PART 2 - DOCUMENT 00 01 15 Page 3

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 11: 11/ 20

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 State

"State" when used in reference to states of the United States also includes the Territory of Guam.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and

01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Entry Authorization List; G

Event Waiver Request; G

Free-Zone Request; G

List of Contact Personnel

Personnel List

Vehicle List

1.3 SPECIAL SCHEDULING REQUIREMENTS

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

b. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

c. Permission to interrupt any Activity roads, or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

d. 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.

e. The project site is within an active munitions storage facility. The Contractor shall prepare and submit an Event Waiver Request as defined in SECTION 01 57 19.03 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS (MRESS) a minimum of 30 days prior to the date of required access to the project site to obtain base permission to work within an

PART 2 - SECTION 01 14 00 Page 1

Explosive Safety Quantity Distance (ESQD) exclusion zone. The Event Waiver request consists of an abbreviated work plan describing work to be completed, a site map showing the location of work, and planned construction and work schedule.

f. A Free-Zone Request must be submitted in accordance with U.S.A.F.

Guidelines to access the project site. The Contractor must set up a "free-zone" as indicated in the Part B Drawings included in Attachment A of Part 6. The free-zone shall be set apart by a continuous physical barrier such as orange mesh construction fencing and will allow for unescorted movement within the free-zone. Until the free-zone is established, all personnel will require 36 MUNS escort within the project limits. During use, the Contractor must maintain the area within the Free-Zone to AAFB requirements. Upon completion of work, the Contractor must de-construct the Free-Zone and restore the site to its original condition.

g. An Entry Authorization List (EAL) is required for Contractor personnel to access the secured areas on AAFB. The Contractor must submit required EALs (MSA 2, Airfield) with all personnel requiring access to the project site a minimum of 30 days prior to the date of required access to the project site. The EALs must clearly define and justify the proposed hours.

h. Any activity that requires the use of a crane (or similar equipment) exceeding twenty-five feet (25’-0”) in height anywhere on base requires prior coordination with the Operations Support Squadron Terminal Enroute Radar Procedures (TERPS) section to ensure that flight paths are not adversely affected. The Contractor must submit exact crane coordinates (in minutes, degrees, seconds, and elevations), proposed dates of use, equipment certifications, and proposed maximum height of equipment for approval and coordination with TERPS. Refer to the Architectural Compatibility and Base Design Standards (ACBDS) in Part 6 for additional information.

i. Access to the project site will be as shown in the Part B Drawings included in Attachment A of Part 6. Access routes to the project site may be changed by the Government to accommodate munitions operations, exercises, etc.

j. The Contractor must allow for work delays totaling 20 workdays per calendar year (may not be consecutive). These delays may be due to Government/36 MUNS operations, exercises, etc.

k. NCTS/telecomm/access control/IDS Contractor Access: The NCTS/telecomm/access control/IDS Contractor must be allowed access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections. The Contractor will be required to coordinate their efforts with the NCTS/telecomm/access control/IDS contractor to facilitate joint use of building spaces during the final phases of construction and work the coordination effort into the construction schedule. Requirements for NCTS/telecomm/access control/IDS are specified in Part 4, D50 ELECTRICAL and G40 SITE ELECTRICAL UTILITIES.

l. Environmental mitigation (natural resources) is required. The Contractor is responsible for scheduling and executing all

PART 2 - SECTION 01 14 00 Page 2 environmental mitigation activities. Environmental mitigation activities must be coordinated with all other construction requirements. Refer to Part 6 for the "Natural Resources PWS" which contain project specific environmental mitigation requirements.

Cultural resources mitigation of the Environmentally Sensitive Area Site 66-08-2102 within the project boundary will be performed by others (P-31054 (Phase 4) project) and is expected to be completed by 01 August 2022.

m. The electrical and telecommunications site infrastructure will be constructed by others (P-3105 (Phase 3) project) on the west side of 6th Street. Segments of the electrical and telecommunications site infrastructure, including stub-outs at each MSM, located within the project limits are expected to be completed by 01 March 01 2022.

Remaining electrical and telecommunications site infrastructure, including generator building and telecommunications building are expected to be completed by 01 November 2022. Electrical and telecommunication distribution systems are expected to be available for connection by 01 February 2023.

n. Reconstruction of 6th Street will be performed by others (P-3105 (Phase 3) project) with construction activities scheduled to be completed prior to award of the P-1366 (Phase 2) project.

o. The work under this contract, unless noted otherwise, must be completed and accepted by the Government by the date denoted in Part 3 of the RFP. Work to be completed includes but is not limited to construction completion of the magazines and associated site improvements, completion of turnover and closeout activities, and demobilization by the Contractor of all personnel, facilities and equipment from within MSA 1.

p. Some work activities may extend beyond the date denoted in Part 3 of the RFP provided that they do not impact the Government's ability to access or use the facilities as intended. Work activities permitted to extend beyond the denoted date include offsite monitoring and maintenance of out-planted federally listed plant species in accordance with the Natural Resources Performance Work Statement and landscape establishment and maintenance period. Other work activities proposed to extend beyond the denoted date must be coordinated and approved by the Contracting Officer.

q. Mobilization and construction activities must not commence prior to 01 March 2022 unless coordinated and approved by the Contracting Officer.

r. Prior to 01 March 2022, the Contractor must not access the P-1366 site via 6th Street unless coordinated and approved by the Contracting Officer.

s. Prior to 01 March 2022, access to the P-1366 site for EV mitigation must be made via 5th Street unless coordinated and approved by the Contracting Officer.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and

PART 2 - SECTION 01 14 00 Page 3 security regulations. 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 p.m. to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including 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.

1.4.1.2 Contractor requirements for access to Andersen Air Force Base

a. All Contractors shall have a sponsor to the installation on Andersen Air Force Base (AFB). Coordinate access to Andersen Air Force Base with the Contracting Officer.

b. A Contractor Affidavit is required for each person requesting access to Andersen AFB. Complete the "USAF Contractor/Sub-Contractor Access Affidavit" form.

c. Contractors are required to submit a paper pass/Base Pass Request with approval from their sponsor/Contracting Officer to the Visitors control Center.

1.4.1.3 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.4.1.3.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government

PART 2 - SECTION 01 14 00 Page 4 will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.4.1.3.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.4.1.3.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.4.1.3.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.4.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, 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.

1.4.2 Working Hours

Regular working hours will be between 7:00 a.m. and 4:00 p.m., Monday through Friday excluding Government holidays.

PART 2 - SECTION 01 14 00 Page 5

1.4.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4.4 Occupied and Existing Buildings

Magazines and structures located adjacent to the project site will be in use during performance of work under this Contract. Work for this project must not hinder access to and use of these structures. Do not enter the buildings existing magazines and buildings without prior approval of the Contracting Officer.

1.4.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, fire alarm, and compressed air are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS. Such interruptions are further limited to four hours.

This time limit includes time for deactivation and reactivation.

d. The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer a minimum 21 calendar days before the operation is scheduled to occur.

1.4.6 Limitations within Munitions Storage Areas

Staging areas are provided within Munitions Storage Area 1 (MSA-1).

Smoking will not be permitted within the MSA-1 except in designated areas to be coordinated with the Contracting Officer. Storage of hazardous and combustible within the MSA-1 except in designated areas to be coordinated with the Contracting Officer.

1.4.6.1 Underground Utilities

Obtain digging permits prior to start of excavation. Contact the Contracting Officer 45 calendar days in advance for the digging permit form.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 to be removed but discovered during scanning locations to be traversed by piping, ducts, and

PART 2 - SECTION 01 14 00 Page 6 other work to be conducted or installed.

1.5 SECURITY REQUIREMENTS

1.5.1 Personnel List

Submit for approval, at least 21 calendar days prior to the desired date of entry, an original alphabetical list of personnel who require entry into Government property to perform work on the project. Furnish for each person:

a. Name

b. Date and place of birth

c. Citizenship

d. Home address

e. Social security number

f. Current pass expiration date

g. Naturalization or Alien Registration number

h. Passport number, place of issue, and expiration date

i. Guam Police clearance report for last six months

The request for personnel passes must be accompanied with the following certification:

"I hereby certify that all personnel on this list are either born U.S.

citizens, naturalized U.S. citizens with the naturalization number shown."

Signature/Firm Name

1.5.2 Citizenship Requirements

Aliens will not be admitted to the work site without approval. Clearance for aliens may require approximately 20 workdays for approval.

1.5.3 Vehicle List

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

a. Make

b. Year

c. Model

d. License number

e. Registered owner

1.5.4 Passes

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 calendar days.

1.5.5 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost and the circumstances. If the Contractor has another active contract or one commencing immediately, employees' names may be transferred from one contract to the other. Final payment will not be effected until employees are transferred to another contract or the records are cleared. Furnish a signed letter, countersigned by the source of issue, stating that passes have been turned

PART 2 - SECTION 01 14 00 Page 7 in.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

PART 2 - SECTION 01 14 00 Page 8

SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

11/ 20, CHG 1: 02/ 21

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. The latest version of the publication as of the contract bid submission date must be used.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule, Vol 1-12

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submit the following in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Within 30 calendar days of notice to proceed, prepare and deliver to the Contracting Officer a Earned Value Report as directed by the Contracting Officer. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices. Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer. For design phase progress payment(s), the Schedule of Prices or Earned Value Report from the Cost Loaded CPM must include detailed design activities and general (summarized) approach for the construction phase(s) of the project. The Schedule of Prices or Earned Value Report must be fully developed with detailed construction line items as design progresses. The complete design and construction Schedule of Prices or Earned Value Report must be submitted and accepted prior to starting construction work.

PART 2 - SECTION 01 20 00 Page 1

For Fast-Tracked or Critical Path Submittals of construction projects, the Earned Value Report must include detailed design and construction line items for each fast-tracked/ critical path phase(s), submitted to and accepted by the Contracting Officer during the Post Award Kickoff Meetings and confirmed prior to starting construction work in that phase.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.4 CONTRACT COST BREAKDOWN

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

1.5 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, base equipment use rates upon the applicable provisions of the EP 1110-1-8 , EquipmentWatch Blue Book and other acceptable guidance specific to Guam.

1.6 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.6.1 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. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

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

b. The Earned Value Report from the cost-loaded NAS.

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c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.6.2 Submission of Invoices

The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.6.3 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, 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.

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

PART 2 - SECTION 01 20 00 Page 3 considered incomplete and will be returned to the Contractor.

1.7 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.

1.7.1 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

32.103 Progress Payments Under Construction Contracts:

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 maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.7.2 Payment for Onsite and Offsite Materials

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

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

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

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

PART 2 - SECTION 01 20 00 Page 4

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 in Guam. Other locations are subject to written approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only. The latest version of the publication as of the contract bid submission date must be used.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 10.05 20 DESIGN SUBMITTAL PROCEDURES and Section 01 33 00.05 20 CONSTRUCTION

SUBMITTAL PROCEDURES.

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

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

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Include aerial photographs. 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 from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names.

Photographs provided are for unrestricted use by the Government.

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1.5 MINIMUM INSURANCE REQUIREMENTS

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

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years 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.

1.6.2 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.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 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 ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 MOBILIZATION

Contractor shall mobilize to the jobsite within 30 calendar days of final site or building design approval, but no earlier than 01 March 2022.

Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.

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SECTION 01 31 19.05 20

POST AWARD MEETINGS

09/15

PART 1 GENERAL

1.1 SUMMARY

This document includes post-award requirements for project kickoff and subsequent design and preconstruction meetings.

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00.05 20 CONSTRUCTION SUBMITTAL PROCEDURES and 01 33 10.05 20 DESIGN SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Design Submittal Packaging Proposal; G

Design Baseline NAS; G

Construction Baseline NAS; G

Performance Assessment Plan (PAP); G

CDW Facilitator Experience Resume; G

CDW Preliminary Concept Design; G

CDW Cost Estimate; G

Concept Design Workshop Report; G

1.3 POST AWARD KICKOFF MEETING

The Post Award Kickoff (PAK) meeting is made up of Contract Administration, Concept Design Workshop (CDW), Partnering, and Scheduling. If mutually beneficial to the Contractor and the Government, these four elements may be addressed in a single multi-day meeting.

Schedule a separate meeting or day(s) of the multiday PAK, to accomplish the Concept Design Workshop (CDW). At the Post Award Kickoff meeting, the User(s) makes a presentation of their functional requirements.

1.3.1 PAK Meeting Schedule and Location

Within 45 calendar days after notice to proceed, and prior to commencing work, meet with the Contracting Officer for the PAK meeting(s). The meeting will be located at a specific time and place to be determined by the Contracting Officer.

1.3.2 PAK Meeting Outcomes

The meeting(s) outcomes are:

PART 2 - SECTION 01 31 19.05 20 Page 1

a. Integrate the Contractor and all client representatives into the project team.

b. Achieve consensus from the project team on any issues and concerns with the Contractor's technical proposal and the User's functional requirements.

c. Establish and explain policies and procedures for completion of a successful project.

d. Establish clear lines of communication and points of contact for Government and Contractor team members.

e. Establish project design schedule, design submittal packaging, and preliminary construction schedule in accordance with Section 01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULE (NAS). Discuss design milestones and events that will be included in the Quality Control Communication Plan.

f. Establish clear expectations and schedules for facility turnover, providing DD Form 1354 asset management records, eOMSI submittals, Guiding Principle Validation, and training of Government maintenance personnel.

g. Establish procedure for design packages reviews, Contractor's resolution to comments, and Government's role in review of packages.

h. Establish clear expectations for the Concept Design Workshop.

i. Establish clear understanding of the environmental mitigation scope in accordance with the "Natural Resource PWS" included in Part 6 of this

RFP.

j. Establish a clear understanding of the multiple projects being constructed in the vicinity of the project site (P-3105, P-31054) and phasing required to minimize conflicts.

1.3.3 PAK Meeting Contractor Attendees

The following Contractor key personnel shall attend the PAK: Project Manager, Project Scheduler, Lead Designer-of-Record (DOR), Design Staff responsible for each architectural/engineering discipline when facility design is discussed, Superintendent, QC Manager, DQC Manager, Commissioning Authority (CxA), and the Natural Resouce Manager as defined in the "Natural Resource PWS". Optional attendees include: Principal, Assistant Project Manager, major subcontractors and specialized supplemental QC personnel.

1.3.4 Contract Administration

Contract administration roles and responsibilities will be addressed.

1.3.5 Concept Design Workshop (CDW)

Provide a CONCEPT DESIGN WORKSHOP that meets the following requirements:

PART 2 - SECTION 01 31 19.05 20 Page 2

1.3.5.1 CDW General Requirements

Within 90 calendar days, after notice to proceed schedule the CDW with the Contracting Officer. The CDW must be located on Guam. Coordinate the specific venue with the Contracting Officer.

a. Methodology. Concept a CDW for this project. This effort will examine project functions and requirements, quality and life safety costs, analyze alternate design concepts, expose and resolve project issues, and develop the final conceptual design.

b. Facilitator. Provide a Facilitator who is experienced in conducting Concept Design Workshops. Submit a CDW Facilitator Experience Resume to the Contracting Officer describing the individual's experience. He or she will be responsible for leading the team in a timely manner, making sure that issues are pursued and resolved to the maximum extent possible, documenting meetings, organizing the design concept documents for on-site approval, and providing the Concept Design Workshop Report.

c. Contractor's Design Team. The primary functions of the Design Team will be to investigate, develop and present alternate design solutions. The entire Design Team must participate in all phases of the Concept Design Workshop effort and provide assistance to the Facilitator in development of the Concept Design Workshop Report, including most of the required documentation.

d. Concept Design Workshop Report. Produced almost entirely on-site, the Concept Design Workshop Report must summarize the final conceptual design and document the CDW proceedings and outcome.

e. Award Amount. At each contract stage, the Contractor must verify that the concept is within the notice to proceed amount.

1.3.5.2 CDW Procedures

a. On-Site Workshop.

The Design Team must accomplish the following items during the on-site phase of the CDW. (Typically conducted in two to five working days, minimizing breaks so as to maintain momentum. The Design Team should expect longer than normal workdays.)

(1) On the first day of the workshop, meet with the using activity, Station and other Government representatives. The Facilitator will describe the CDW process and review the workshop agenda. The user(s) will provide a functional presentation. This is to reiterate to all participants the User(s) needs and desires. The intent is to make the design solution and issue resolution function-oriented.

(2) Present the revised Concept #1 and respond to questions.

(3) Participate in a comment/creative session to generate ideas to improve this project in the areas of function, quality and total life cycle cost, issue resolution and sustainable design within the award amount. It is often helpful to request User comments in writing so they may be considered, responded to, and presented at subsequent presentations.

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