Attachment 1 - Statement of Work (24MAY2022).pdf

BID-BUILD (BB)

Construction Contract

REPAIR FOR LOX PLANT, B26224

ANDERSEN AIR FORCE BASE, GUAM

Project No. AJJY 22-1057 Revised 24 May 2022

Final (100%) DESIGN

PREPARED BY:

36 CES CENM & Setiadi Architects LLC

UNIT 14007

APO AP 96543-4007

Design Manager: Peter Guerrero, Code 36 CES Civil & Structural: Victor Ovalles, PE

Architectural: John Setiadi Tan, AIA, NCARB Mechanical: Armand Cayan, PE

Electrical: Abner Mariano, PE, RCDD

36TH CIVIL ENGINEER SQUADRON

Repairs For LOX Plant, B26224 - Andersen Air Force Base, Guam

CONTRACT - TABLE OF CONTENTS

PART A - PROPOSAL FORMS AND DOCUMENTS

PART B – GENERAL REQUIREMENTS

The Prime Contractor shall provide a copy of the entire Division 1 General Requirements specifications to all Sub-Contractors to minimize errors and omissions.

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00A 01 11 00 01 14 00 01 20 00.00 01 30 00 01 31 23.13 20

01 32 17.00 20 01 33 00 01 35 26 01 42 00 01 45 00.10 20 01 45 35 01 50 00 01 57 19 01 58 00 01 74 19 01 78 00 01 78 23 01 78 24.00 20

01 91 00.15 10

CONTRACT SUMMARY OF WORK

SUMMARY OF WORK

WORK RESTRICTIONS

PRICE AND PAYMENT PROCEDURES

ADMINISTRATIVE REQUIREMENTS

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT

CONTRACT MANAGEMENT SYSTEM (ECMS)

COST LOADED NETWORK ANALYSIS SCHEDULES (NAS)

SUBMITTAL PROCEDURES

GOVERNMENTAL SAFETY REQUIREMENTS

SOURCES FOR REFERENCE PUBLICATIONS

QUALITY CONTROL FOR MINOR CONSTRUCTION

SPECIAL INSPECTIONS

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

TEMPORARY ENVIRONMENTAL CONTROLS

PROJECT IDENTIFICATION

CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

CLOSEOUT SUBMITTALS

OPERATION AND MAINTENANCE DATA

FACILITY ELECTRONIC OPERATION AND MAINTENANCE

SUPPORT INFORMATION (EOMSI)

TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 05 – METALS

05 12 00 STRUCTURAL STEEL

05 51 33 METAL LADDERS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 16 ALUMINUM DOORS AND FRAMES

08 33 23 OVERHEAD COILING DOORS

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 – FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 30 00 HVAC AIR DISTRIBUTION

DIVISION 26 – ELECTRICAL

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DWG. NO. DESCRIPTION

GENERAL

G-001 TITLE/COVER SHEET AND GENERAL NOTES

G-002 INDEX OF DRAWINGS, ABBREVIATIONS, SYMBOLS & LEGEND

ARCHITECTURAL

AD101 EXISTING / DEMOLITION FLOOR PLAN & DEMOLITION NOTES

AD102 EXISTING / REFELECTED CEILING PLAN & DEMOLITION NOTES

AD103 EXISTING / ROOF PLAN & DEMOLITION NOTES

AD201 EXISTING / DEMOLITION BUILDING ELEVATIONS & DEMOLITION

NOTES

A-101 FLOOR PLAN

PART C - DRAWINGS

A-102 REFLECTED CEILING PLAN

A-103 ROOF PLAN

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-501 WALL SECTIONS

A-601 ROOM FINISH, DOOR, LOUVER SCHEDULE

A-701 MISCELLANEOUS DETAILS - 1

A-702 MISCELLANEOUS DETAILS – 2

STRUCTURAL

S-101 STRUCTURAL NOTES, TYPICAL DETAILS

S-102 FLOOR PLAN, SLAB ON GRADE DETAILS

S-103 ROOF FRAMING PLAN AND SECTIONS

MECHANICAL

MD-101 EXISTING DEMO PLAN

M-101 PLAN

M-201 SECTION

ELECTRICAL

E001 SYMBOL LIST, ABBREVIATIONS, MOUNTING HEIGHT SCHEDULE &

GENERAL NOTES

ED101 EXISTING/DEMOLITION LIGHTING PLAN

ED102 EXISTING/DEMOLITION POWER PLAN

E-101 LIGHTING PLAN

E-102 POWER PLAN

E-501 MISCELLAENOUS DETAILS

E-601 ONE LINE DIAGRAM-REMOVAL

E-602 ONE LINE DIAGRAM-NEW

E-603 ELECTRICAL SCHEDULES

PART D – ATTACHMENT

Attachment 1 – SOW Attachment 2 – Specifications Attachment 3 – Drawings

PART A

PROPOSAL FORMS AND DOCUMENTS

PART B

GENERAL REQUIREMENTS

(REFER TO THE TABLE OF CONTENTS)

1. PROJECT DESCRIPTION

1.1 OVERVIEW: This is a Bid-Build project to provide multiple repairs which includes demolition and construction for renovation of LOX Plant Building 26224 to be used as a storage facility. Site Improvements includes demolition of an existing mechanical enclosure and removal of an existing power conditioner that is no longer used. The work includes removing all existing un-used appurtenances from the old oxygen generating equipment such as concrete pads, electrical/mechanical equipment, and other related items. The work also includes concrete infill of the existing openings on the roof and walls. Existing single doors and motorized roll-up doors will be replaced. Exhaust fans and make-up air vents will be provided. Existing exterior/interior walls, ceilings and floor will be patch and repaired to received new finish. Electrical work includes removal of existing equipment/fixtures and providing lighting at the new storage area, power for motorized roll up doors, mechanical ventilation, and general receptacle.

1.2 EXISTING OPERATIONS: Interior repairs and renovations are limited to LOX area only which will be used as the new storage area. There will be no renovation/repair works on the office, maintenance area, tool room, and toilets. The construction work activities will be performed in a manner as to NOT negatively impact the existing operational capabilities of the building occupants and adjacent facilities. Contractor shall minimize interruption to the on-going operations. Contractor shall coordinate for interruption of utility services. All other actions not involving interruption of services can be conducted during regular working hours. In the event work/project activities other than what is indicated in this project program is to occur simultaneously, contractor shall verify, coordinate and may be required to phase such work/project activities.

1.3 LOCATION OF WORK: The project site is located along Arc Light Boulevard at Building 26224 inside Andersen Air Force Base, Guam. See attached site map.

2. PROJECT OBJECTIVES

2.1 SCOPE OF WORK: The contractor shall provide all labor, materials, equipment, permit and clearances, architectural and engineering services, transportation, supervision, and other incidental work required for the project. Other incidental work required includes any and all items and considerations necessary to ensure a complete and usable final product, including, but not limited to, the necessary design and construction considerations not specifically stated elsewhere in this statement of work. Complete and usable final product means that the completed final product is finished throughout and can be used to fully satisfy the requirements and the intended purpose of the project.

2.2 WORK PHASING AND RELOCATION WORK: Contractor shall provide (2) Two 40-Foot Containers for temporary storage of Government equipment before start of demolition.

Coordinate location of containers with Government. Containers to be removed after construction.

There will be no renovation/repair works in the office, maintenance area, tool room, and toilets;

the building occupants are to remain in the building and will require minimal impact to their operations.

2.3 DEMOLITION AND REMOVAL: Refer to Part C – Drawings.

• Contractor shall protect all existing construction to include but not limited to parking areas, grass/landscaping, and buildings, from potential damage that may result from construction activity. Any damage caused by construction activities shall be repaired and restored to its original condition or better by the contractor at no expense to the Government.

• The renovation includes removing all existing un-used appurtenances from the old oxygen generating equipment such as concrete pads, electrical/mechanical equipment, and other related items. See Design Drawings for demolition and removal plans.

2.4 REPAIR AND CONSTRUCTION WORK: Refer to Part C – Drawings.

Perform all work according to all local and Federal safety and health regulations. In particular, the open excavation operation shall comply with the current Occupational Safety and Health Administration (OSHA) regulatory requirements.

All unforeseen utilities and appurtenances affected by the construction shall be protected.

Damage to existing utilities and appurtenances shall be restored to its original condition at no additional cost to the Government.

The construction work provides multiple repairs which includes demolition and construction for renovation of LOX Plant Building 26224. See Design Drawings for scope of work.

KTR shall be responsible for field verification to verify on site all dimensions, elevations, utilities, power source, archive data, and all other requirements necessary for the successful completion, and satisfactory construction of the project. The KTR shall visit the project site;

consult Air Force drawing archives to collect all available data on the existing infrastructure and to verify actual existing conditions.

Shop drawing submittals of the Fire Protection System shall be reviewed and approved by the Government Fire Protection Engineer.

Preliminary test of the fire protection system shall be certified by a U.S. Registered Fire Protection Engineer. Final test of the Fire Protection System shall be certified in the presence of the Government Fire Protection Engineer.

2.5 ANTITERRORISM

Not Used.

2.6 SEISMIC REHABILITATION

Not Used.

2.7 HAZARDOUS MATERIAL ASSESSMENT: Hazardous material assessments are required at all areas to be affected by the new work. Contractor shall perform hazardous material assessment and testing prior to start of repair work including demolition work and submit final report to the government with recommendations for abatement and remediation if needed.

Areas containing hazardous materials that will not be affected by the new work must be left in place, undisturbed and encapsulated if directly exposed to personnel. No abatement cost or work will be included in the Base Bid. All abatement work would be performed using the Bid Option 1 unit pricing.

100 SF of lead based paint removal 100 SF of asbestos material removal

2.8 HAZARDOUS MATERIAL ABATEMENT: Where hazardous materials are found, abatement and remediation shall be done as part of the Bid Options. Abate the hazardous materials in accordance with all local and federal guidelines for safe removal and disposal prior to start of repair work. Hazardous Materials shall be removed, stored and disposed of in accordance with the applicable Federal and Local government requirements. Comply with all Federal and Local government safety and disposal requirements for remediation work. After proper abatement of the hazardous materials, patch and prepare the impacted areas to receive new finish. Coordinate abatement work with Contracting Officer well in advance to ensure proper notification to all occupants and the Command.

Environmental Requirements: Contractor (KTR) shall ensure that all required permits are obtained before construction begins. KTR must abide by Occupational Safety and Health Act (ACM abatement, lead-based paint abatement, noise, confined space, etc.) or others as applicable. Coordinate with Contracting Officer with regard to consultations with NFM Environmental group regarding environmental requirements.

Comply with the following requirements:

a. Coordinate with the installation Asbestos Program Manager (APM) and Region Asbestos Program Coordinator (APC) for any previous asbestos and lead based paint surveys.

b. Coordination must be established with APM and APC for tenant notification of abatement or sampling and work schedule which may impact the tenants.

c. Provide copies of all AHERA certifications: (asbestos worker, contractor supervisor, asbestos monitor, asbestos project designer).

d. Provide copies and proof of medical surveillance monitoring.

e. Provide copies of abatement plans, hazard communication plan for APM and APC approval.

f. All asbestos samples must be taken by a certified and current AHERA asbestos inspector.

g. All asbestos samples shall be analyzed by an accredited NVLAP lab.

h. NESHAP notification shall be provided to GEPA and copy to the Installation APM and Region's APC.

i. Waste shipment records (WSR) shall be provided to GEPA and copy to installation APMs and Region's APC.

j. Waste manifests with receipt signatures from permitted disposal facility must be provided to the APMs and APC.

2.9 SUBMITTALS: Submit the following:

a. Invitation For Bids (IFB) Requirements (Evaluation Factors):

b. SUBMITTAL REQUIREMENTS (After Award and Before Start of Construction):

1. Activity Hazard Analysis (AHA)

2. Contractor’s Quality Control Plan (CQC)

3. Accident Prevention Plan (APP)

4. Construction Schedule

5. Dig Permit to remove the mechanical enclosure foundation and concrete pads.

6. Construction Submittals (As required by specifications)

7. Shop drawings: Provide shop drawings as required in Specifications in accordance of guidelines in section 01 33 00 Submittal Procedures.

8. Calculations: Provide calculations as required in Specifications in accordance of guidelines section 01 33 00 Submittal Procedures.

c. DD-1354 Transfer and Acceptance of Military Real Property:

Submit Interim DD Form 1354 to the Government for approval a minimum of 60 calendar days prior to the Beneficial Occupancy Date (BOD). If modifications to the Interim DD Form 1354 are required by the Government, the corrected version must be submitted prior to the

BOD.

d. Closeout Submittal Requirements:

1. Submit Record Drawings to the Contracting Officer or their representative in ANSI D (22” x 34”) size sheets and two CD-ROMs containing native CADD files, electronically stamped and signed PDF of drawings, specifications, calculations, basis of design, submittal register, Periodic Maintenance Inspection (PMI) plan and other (photos, support files, etc.)

as applicable.

2. Submit Facility Electronic Operation and Maintenance Support Information (eOMSI) Manual and Workbook in accordance with specification 01 78 24.00 20.

2.9 SAFETY REQUIREMENTS: See Division 01, General Requirements Section 01 35 26 for Government Safety Requirements.

2.10 QUALITY CONTROL REQUIREMENTS: See Division 01, General Requirements Section 01 45 00.05 20 for Design and Construction Quality Control Requirements.

2.11 QUALITY CONTROL (QC) MANAGER QUALIFICATIONS: The QC Manager for this contract shall meet the requirements as outlined in the basic contract.

2.12 PERFORMANCE PERIOD: 300 calendar days.

3. SITE ANALYSIS

3.1 EXISTING SITE CONDITIONS: The site is along Arc Light Boulevard inside Andersen Air Force Base, Guam. It is an existing building that is utilized as a storage facility. Existing utilities include water lines, sanitary gravity sewer main, storm sewer, overhead underground electric and underground telephone.

3.2 SITE DEVELOPMENT

Not Used.

3.4 HISTORICAL, ARCHAEOLOGICAL AND CULTURAL RESOURCES

Not Used.

4. BUILDING / FACILITY REQUIREMENTS

4.1 CONSTRUCTION REQUIREMENTS: Construction shall be in accordance with the latest revision/edition of applicable current codes, standards, and regulations requirements of this contract summary of work and include Energy Star efficiency initiatives. The term "Latest Revision/Edition" is defined as the version as of the project Solicitation Date. In case of conflict between codes, standards, regulation, and specifications, the most stringent requirements shall apply. Contractor (KTR) shall ensure that all required permits are obtained before construction begins.

The following codes, standards, and regulations are applicable and form a part of this contract.

Federal/DoD criteria and guidance can be found at: https://www.wbdg.org/ and Local criteria and guidance can be found at:

https://www.navfac.navy.mil/navfac_worldwide/pacific/fecs/marianas/about_us/capital-improvements--ci--.html.

a. Unified Facility Guide Specifications (UFGS)

b. Unified Facilities Criteria (UFCs) and Facility Criteria (FCs)

c. Unified Facilities Criteria (UFC) 1-200-01, DoD Building Code (General Building

Requirements)

d. Unified Facilities Criteria (UFC) 1-200-02, High Performance and Sustainable Building

Requirements

e. Facilities Criteria (FC) 1-300-09N, Navy and Marine Corps Design Procedures

f. Marianas Navy and Marine Corps Design and Construction Standards (MDACS)(and

Amendments)

g. AAFB Architectural Compatibility and Base Design Standards (ACBDS)

h. NBG Installation Appearance Plan (IAP)

i. NFM Public Works Utilities Criteria (PWUC), Rev 2 15Nov2018 Final

j. International Building Code (IBC)

k. International Mechanical Code (IMC)

l. National Electric Code (NEC)

m. Life Safety Code, NFPA 101

n. ADA/ABA Accessibility Standards for Department of Defense Facilities https://www.wbdg.org/ https://www.navfac.navy.mil/navfac_worldwide/pacific/fecs/marianas/about_us/capital-improvements--ci--.html https://www.navfac.navy.mil/navfac_worldwide/pacific/fecs/marianas/about_us/capital-improvements--ci--.html

o. Munitions Response Explosive Safety Submission (MRESS), Guam Construction Support, Amendment 7

p. NAVFAC Humid Area Design Criteria, 01 March 2005

q. UFGS 01 78 24.00 20, Part 2, Facility Electronic Operation and Maintenance Support

Information (eOMSI)

r. ECB 2014-02 NAVFAC Sustainability and Energy Building Requirements

In accordance with the latest UFC 1-200-01 DoD Building Code (General Building Requirements), IBC structural criteria shall be used for seismic and wind load requirements.

The contractor shall verify all existing site conditions, dimensions, and other requirements necessary to complete the project prior to commencing construction activities. The contractor shall notify the contracting officer immediately upon discovery of any expected changes required to suit conditions not identified in the contract. Restoration of damages borne by the contractor in the performance of this contract shall be made at no cost to the Government.

Contractor shall be responsible for proper handling and disposal of all materials removed and/or demolished from construction site.

Neither the Government review, approval or acceptance of, nor payment for the services required under this contract shall be construed to operate as a waiver of any rights under this contract of any cause of action arising out of the performance of this contract, and the Contractor shall be and remain liable to the Government and in accordance with the applicable law for all damages to the Government caused by the Contractor’s negligent performance of any services furnished under this contract

The Contractor is required to submit a work schedule for this project. The schedule should be developed to identify task descriptions, start and completion dates of each task, design reviews, material procurement, construction work, testing, correction if required, final testing, acceptance, utility outages if required, and other requirements necessary to deliver a complete and usable facility. The work under this contract requires special attention to the scheduling and conduct of work in connection with the existing facility operations. Identify on the construction schedule each factor that constitutes a potential interruption to the facility operations. Utility outages (power, water, air conditioning, etc.) shall be approved by the Contracting Officer.

BUILDING COMMISSIONING:

Provide commissioning to meet requirements identified in Section 01 91 00.15 Total Building Commissioning, and UFC 1-200-02 High Performance and Sustainable Building Requirements.

-- End of Section –

PART B

SPECIFICATIONS

(See separate package

(Attachment 2))

PART C

DRAWINGS

(See separate package(Attachment 3))

PART D

ATTACHMENTS

Attachment 1 – SOW Attachment 2 – Specifications Attachment 3 – Drawings