Attachment 1 - Statement of Work 19 April 2023.pdf

Construct North Gate Unisex Bathroom B-14620 AJJY 23-1028 Andersen Air Force Base, Guam

36TH CIVIL ENGINEER SQUADRON

CONSTRUCT NORTH GATE UNISEX

BATHROOM B-14620

ANDERSEN AIR FORCE BASE, GUAM

DESIGN-BUILD PROJECT

PROJECT NO.: AJJY 23-1028

19 APRIL 2023

TABLE OF CONTENTS

PART 1 STATEMENT OF WORK / PROJECT PROGRAM

PART 2 ATTACHMENTS

Attachment 1: Location & Site Maps and Concept Reference Drawing (Notional & Reference Only)

PART 1

STATEMENT OF WORK / PROJECT PROGRAM

Table of Contents

CHAPTERS

1. PROJECT DESCRIPTION

2. PROJECT OBJECTIVES

3. SITE ANALYSIS

4. BUILDING/FACILITY REQUIREMENTS

5. ROOM REQUIREMENTS

6. ENGINEERING SYSTEM REQUIREMENTS

1. PROJECT DESCRIPTION

1.1 OVERVIEW:

This is a “Design-Build” project to design and Construct Unisex Bathroom at North Gate, Bldg. 14620. The restroom shall be a climate controlled. This includes (1) one sink, (1) one toilet, storage for cleaning materials, and 2’ x 2’ window and exhaust. This project shall comply with the latest criteria, all applicable codes, regulations, and specifications.

1.2 EXISTING OPERATIONS:

The construction work activities will be performed in a manner as to NOT negatively impact the existing operational capabilities of the building occupants. 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 is located at North Gate, Bldg. 14620, Andersen Air Force Base (AFB), 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.

The scope of work includes, but is not limited to, the following items. The Contractor shall review the entire RFP and referenced criteria to establish the full extent of the project scope.

Complete Architectural and Engineering Design services, signed/stamped by a Guam licensed architect and professional engineer. All design drawings, specifications, and calculations shall be prepared by/or under direct supervision of a professional engineer and/or architect with current National Council of Examiners for Engineering and Surveying (NCEES) or National Council of Architectural Registration Boards (NCARB) registration issued from a state within the United States of America, or one of its territories, for the particular discipline required who shall stamp the design drawings, specifications, and calculations.

Building 14620:

A. Unisex Bathroom

1) Septic tank is not required.

B. Architectural/Structural

1) Construct Bathroom 8’L x 8’ W(approx.) which includes (1) one sink and (1) one toilet and storage for cleaning materials.

2) Complete door, but access of the new bathroom will be from outside.

3) Floor tiles (12” x 12”)

4) Wall tiles (12” x 12”) with accent tiles (4” x 12”)

5) Toilet (floor mounted)

6) Sink (wall mounted)

7) Closet

8) Signage

9) Paint (Interior and Exterior)

10) 2’-0” x 2’-0” Window

11) Mirror

C. Civil/Sewer

1) Sewer to support the bathroom shall be connected to existing sewer line system.

2) Concrete walls and roof (to match existing structure per ACBDS).

D. Mechanical/Plumbing

1) Water supply to support the bathroom will be reconfigured and connected to existing water line adjacent to north wall of B14620.

2) Exterior hose spicket

3) Water will provide hot and cold water.

4) Cleanout access

5) Electric water heater with 60-amp breaker

6) Exhaust fan with switch and insect screen

7) Cooling system to support B14620 will be remove and replace the existing split type of AC.

E. Electrical

1) Electrical supply to support the bathroom will be connected existing electrical panel board adjacent to B14620 mounted at the column.

2) Interior/Exterior lights with switch

3) Outlet with GFCI

4) The electric water heater shall be on a separate circuit line on the electrical panel with a 60-amp breaker – shut off switch.

5) The A/C shall be on a separate circuit line on the electrical panel with a 60-amp breaker – shut off switch.

2.2 PHASING AND RELOCATION WORK:

The work shall be phased as the current building occupants are to remain in the building and will require minimal impact to their operations. The contractor shall provide a work phasing plan/schedule. Contractor shall provide a work phasing plan/schedule that includes MEC Exclusion Zones (EZ) and the sewage bypass and temporary piping/hoses to intercept sewage flow redirection to accomplish the construction work and tie-in.

2.3 DEMOLITION AND REMOVAL:

1) Remove/replace/reconfigure existing cooling system/window/downspout/electrical/water due to obstruction of the new bathroom.

2) The Contractor shall coordinate with 36th Civil Engineer Squadron (36 CES) Base Utilities and other utility agencies in locating all existing utilities prior to any excavation work and shall make necessary provisions to avoid damage to these buried utilities during the course of clearing, grading, excavation, pipe removal if required, pipe laying, backfilling and paving, and other restoration. The Contractor shall consider all coordination and permitting costs on his/her bid cost proposal.

3) Contractor shall ensure that required barricades, appropriate signage, and other protective devices are provided around the construction area. Contractor shall also ensure that required access to adjacent building is provided and alternate emergency egress routes are provided if normal routes are obstructed at any given time during construction period.

4) Saw cut and excavate trench and remove and dispose existing asphalt/concrete pavement, sidewalk, concrete curb, and other concrete ground cover and as required for open-trench excavation. Provide trench shoring for safety as required.

5) Perform assessment on the existing sewer line during excavation for construction tie in.

6) All hazardous waste materials will become the property of the Contractor; transport, dispose of or recycle all waste materials in accordance with all applicable EPA, Federal, local codes and regulations.

7) It is the contractor’s responsibility to properly identify all other utility crossings to avoid disruptions of other services.

8) 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.

9) Contractor shall be responsible for proper disposal of all demolished and excavated non-hazardous materials to approved off-site sanitary landfill.

2.4 REPAIR AND CONSTRUCTION WORK:

1) The Contractor shall verify all existing utility resources and nearest point of connection that is within or close to the work area.

2) Provide construction barricade and safety signage at the construction site.

3) Conduct full clearance ahead of construction as per Section 6, Explosive Safety

Submission/Munitions and Explosive of Concern (ESS/MEC).

4) Provide working design-build drawings and as built drawings submittals for construction, installation, and maintenance purposes.

5) Provide and install hose bib (1 location) and shut-off valve to include plumbing and connect to existing water line.

6) Provide lightings and power outlets (GFCI with WP cover) including conduits/wiring up to power source at new bathroom.

7) Provide door with weather stripping and hinges. Ensure the doors are watertight.

8) Prepare and paint the finished concrete structure in conformance with the Architectural Compatibility and Base Design Standards (ACBDS).

9) Contractor shall maintain a Safety Plan. All Work shall be accomplished in accordance with OSHA and USACE EM 385-1-1 Regulations.

10) Clearing and cleaning of materials from the work site.

11) All construction debris shall be disposed of properly at an approved off base disposal site location at no additional cost to the Government.

12) Contractor shall repair or replace items damaged during construction to the satisfaction of the

Contacting Officer. All damaged work shall be replaced, repaired, and restored to its original conditions at no additional cost to the Government.

13) During performance, the Contractor will secure all materials and the work site in the event of typhoon ore inclement weather at no additional cost to the Government.

14) Maintain cleanliness and sanitation at the site.

15) Restore other areas affected by the new work to original condition or better. Provide hydro- seeding on areas affected by the new work.

16) Bathroom must be blended with the existing structure.

17) The contractor shall perform all work according to all Local and Federal safety and health regulations.

In particular, the open-trench excavation operations shall comply with all current Occupational Safety and Health Administration (OSHA) regulatory requirements.

18) All waste materials will become the property of the Contractor; transport, dispose of or recycle all waste materials off-base in accordance with all applicable EPA, Federal, local codes, and regulations.

19) Contractor shall maintain access to all property adjacent to the work throughout the period of construction.

20) All areas affected and damaged by the construction shall be restored to its original condition without any additional cost to the government.

24) All existing utilities and appurtenances embedded below the ground and affected by the construction shall be protected. Damage to existing utilities and appurtenances shall be restored to its original or better condition at no additional cost to the Government.

25) Other work associated with civil, not covered under items above, but required to accomplish a delivery of a complete and usable system.

2.5 POST-CONSTRUCTION REQUIREMENTS

2.5.1 COMMISSION TESTING

The Contractor shall notify the Contracting Officer/PM when the Unisex Bathroom completed is to schedule an approximate Commission Testing date.

2.5.2 WARRANTY

The contractor shall provide a 1-year warranty covering all parts, equipment, and labor provided and installed in this project.

2.6 ANTITERRORISM: NOT USED.

2.7 SEISMIC REHABILITATION: NOT USED.

2.8 HAZARDOUS MATERIAL ASSESSMENT: NOT USED.

2.9 HAZARDOUS MATERIAL ABATEMENT: NOT USED.

3.0 SUBMITTALS:

In addition to the submittals required under the scope of work, submit the following:

3.1 RFP Bid Option:

Provide unit cost to conduct Munitions and Explosives of Concern. Use the Option 1-unit prices to adjust the contract. See Bid Schedule for Quantities.

Submittal Requirements (After Award and Before Start of Construction):

1) Activity Hazard Analysis (AHA)

2) Design Quality Control Plan (DQC)

3) Contractor’s Quality Control Plan (CQC)

4) Accident Prevention Plan (APP)

5) Construction Schedule.

6) Munitions Response Explosive Safety Submission (MRESS) – Munitions and Explosives of Concern

(MEC) Intrusive Investigation Work Plan (MEC field work will not be allowed to start without the Government approved MEC Plan and Traffic Control Plan /or Known Utility Trench (KUT) Plan).

7)

8) Hazardous Material Assessment.

9) Design Construction Documents: Prepare, organize, and present Design Construction Documents.

Contractor will not be allowed to start construction without the Government approved documents listed below.

10) Construction Submittals (As required by specifications)

11) Provide mix design calculations in accordance with the requirements included in specification section

01 33 00 Submittal Procedures.

12) Design Drawings: Prepare using AutoCAD 2016 formatted for ANSI D (22” x 34”) sheets. The Ready for Construction submission shall be stamped and signed by the Designer of Record (DOR).

13) Submit all CAD files for the final drawings on CD-ROM or DVD disks in AutoCAD 2016 format.

Drawing files must be full files, uncompressed and unzipped.

14) Basis of Design: Each submission shall include a basis of design with all proposed materials including Design Analyses and Calculations to substantiate the design meets the RFP and all applicable codes.

15) Specifications: Shall be Unified Facilities Guide specifications submitted in Construction Specification Institute (CSI) 2010 format edit with SpecIntact software in accordance with UFC 1-

300-02 Unified Facilities Guide Specifications (UFGS) Format Standard.

16) Contractor shall submit the number of copies as requested as defined under each required submission identified below. The basis of design, design drawings and specifications shall be included on a CD-ROM in addition to the required hard copy for each submission. Each submission shall be submitted to the Contracting Officer or their representative for Government review and RFP concurrence.

17) The Contractor shall submit a copy of the Governments review comments from each prior submission with each subsequent submission. This document shall indicate the corrective action taken for each comment and or other proposed solution. Incomplete submissions will be returned to the Contractor with no additional time added to the performance period.

18) Electronically seal and sign all Acrobat PDF drawings, specifications, and other documents. The electronic signatures shall be printable and viewable in Adobe Acrobat Reader with no additional software.

Provide the following Design Submittal Packages:

a. 60% Design Documents Submittal: 45 calendar days following the date of delivery order. Submit three (3) hard copies and three (3) electronic PDF format copies on CD-ROMs of the following: 11” x

b. 17” half-scale drawing sets, Specifications, Construction Schedule and Basis of Design. Allow 21 calendar days for Government review.

c. 100%/Pre-Final Design Documents Submittal: 45 calendar days following receipt of Government review comments on the 60% design submittal. Submit two (2) hard copies and two (2) electronic PDF format copies on two (2) CD-ROMs of the following: 11” x 17” half-scale drawing sets, completed specifications with cleared Section and Bracket Verification reports, Construction Schedule, Basis of

Design, annotated review comments, and submittal register. Allow 21 calendar days for Government review.

d. FINAL “Ready for Construction” (RFC) Documents: 14 calendar days following receipt of

Government review comments on the 100% design and notice to proceed with Ready for Construction documents. The RFC documents include all documents required for the Final Design Documents.

Submit electronic PDF format copies on three (3) CD-ROMs of the following: Sealed and Signed 11” x 17” half-scale Drawings, Sealed and Signed.

Specifications, Construction Schedule, Sealed and Signed Basis of Design, annotated Review Comments, and submittal register. Allow 7 calendar days for Government review.

The following requirements apply to the CD-ROM:

1. Provide native and pdf files for all documents included on the CD-ROM.

2. A .pdf file(s) of the final documents shall be provided in the following formats: The entire document shall be provided as a single combined pdf file. The pdf file shall have bookmarks for each item identified in the document's table of contents, including tables, figures, captioned photos, and appendices. The bookmark shall use the same description as provided in the table of contents.

If the bookmark is lengthy, abbreviate as needed. Bookmark to the second level (i.e. 1.1, 1.2, 1.3, etc.). Do not bookmark signature page or the list of acronyms. Each appendix, regardless of size, shall be provided as an individual pdf file. All maps, figures, and pictures shall be provided at a useable resolution. All color maps, figures, and pictures shall be provided in color.

d. 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.

e. 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.

GIS Requirements: Site Map record drawings must be in standard coordinates system, in both Guam Geodetic Network and Universal Transverse Mercator (UTM) Zone 55 North, WGS84. All new and existing utilities, driveways, concrete curb, sidewalks, roads, paved and unpaved surfaces, buildings, structures, poles, signs, and primary features including supporting facilities of the project within the project’s limit must be accurately noted, both in AutoCAD and GIS format.

2. Submit Facility Electronic Operation and Maintenance Support Information (eOMSI) Manual and

Workbook.

3.2 SAFETY REQUIREMENTS:

Submit resume and certification of all personnel who will be assigned to this project.

3.3 QUALITY CONTROL REQUIREMENTS:

Submit resume and certification of all personnel who will be assigned to this project.

3.4 PERFORMANCE PERIOD:

Normal work hours are between 7:30 a.m. and 4:30 p.m., Monday through Friday, excluding Federal Holidays.

No work will be performed outside normal duty hours unless authorized in writing by the Contracting Officer.

Any work outside normal work hours must be requested at least 3 days in advance.

The combined performance period of this project is 270 calendar days commencing on the date of contract award. The performance period includes all required design, reviews, approval of final design, procurement of materials, construction, testing, corrections if required, final testing, acceptance, and other requirement necessary to deliver a complete and usable facility.

4.0 SITE ANALYSIS:

4.1 EXISTING SITE CONDITIONS:

Existing utilities include water lines, sanitary sewer, storm sewer, underground electrical and underground telephone lines.

Any Government provided geotechnical data is included for the contractor’s information only, and while it is considered to represent subsurface conditions existing on the project site anticipated at this time, it is not guaranteed to fully represent all subsurface conditions. The contractor shall be responsible for providing the services of a geotechnical engineer to conduct any subsurface exploration, investigation, testing, and analysis that the Designer of Record deems necessary for the design and construction of the proposed facility and site improvements. The geotechnical engineer shall be registered as a Professional Engineer (Geotechnical Engineer where required by law) and experienced with soil conditions in the region where the project site is located. The geotechnical engineer shall prepare a report addressing any elements of the work requiring his services. The report shall be submitted to the PM accompanied by a letter from the Designer of Record certifying that the Geotechnical Engineer has reviewed the construction documents and that the design reflects the recommendations of the geotechnical report.

The Government will not provide geotechnical data for this project nor requires the contractor to perform

Geotechnical subsurface explorations. The assumptions and analysis of existing subsurface information taken from

Arnold Avenue indicated that the subsurface soil materials is consisting of Brown-White Silty Sandy limestone to

Coralline limestone and characterized as medium to loose composition respectively. Subsurface data beyond 2.4 meters is moderately hard. No free water encountered.

4.2 SITE DEVELOPMENT:

The Contractor’s design professionals shall design the applicable supporting components to facilitate the new Unisex Bathroom. Site development shall include the water and sewer system, with all infrastructure and related site improvements. This shall include potable water service, any required utility relocations, and potential amenities.

The Contractor shall coordinate field verifications with 36th Civil Engineering Squadron (36 CES/CEN) Project Manager (PM) who then shall coordinate with Base Agencies and BOS Contractor in locating all existing utilities prior to any excavation work and shall make necessary provisions to avoid damage to these buried utilities during construction.

The Contractor shall be responsible for paying the BOS Contractor (underground electrical transmission line) and respective base utility agencies for all coordination and permit costs. Contact the Contracting Officer for clarification regarding the extent of the required site work.

Before the work shall commence, the Contractor shall submit a traffic control plan for review and approval by the Contracting officer via the Project Manager (PM).

Contractor shall ensure that required barricades, appropriate signage, and other protective devices are provided around the construction area. Contractor shall also ensure that required access to adjacent building is provided and alternate emergency egress routes are provided if normal routes are obstructed at any given time during construction period.

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.

Grass seed and turf mix restoration shall be by hydraulic seeding and mulching with Bermuda grass in accordance with Andersen Air Force Base Architectural Compatibility and Base Design Standards (ACBDS).

At the conclusion of construction activities, the Contractor shall ensure that all debris resulting from construction is properly removed from the project site and properly disposed and all potential hazards associated with work from the project are resolved to provide clean and safe environment.

4.3 EXPLOSIVE SAFETY SUBMISSION (ESS) REQUIREMENTS:

If any portion of the referenced scope of work requires ground intrusion activities or excavation work, the contractor will be required to adhere to Munitions Response Explosives Safety Submission (MRESS), Guam Construction Support, Amendment 7. Additionally, comply with the Latest edition specification Section 01 57 19.01 20 Supplemental Temporary Environmental Controls, Explosives Safety Submission (ESS).

Provide Munitions and Explosives of Concern (MEC) Clearance in accordance with the latest Explosives Safety Submission (ESS) Munitions Response Sites Guam Construction Support Implementation in accordance with the following items:

01 MEC Services

• Project Management and Planning

• MEC Work Plans

• Site Preparation, Mobilization/Demolition

• Digital Geophysical Survey (DGM) or Handheld Manual Magnetometer Detector and Marking

• After Action Reporting

02 Intrusive Investigation

• MEC/MPPEH (Material Potentially Presenting an Explosive Hazard) removal, subsurface investigations, and other ground penetrating work.

Provide details of ESS implementation and removal of anomalies upon construction contract award and how this work is incorporated in the project schedule. Narrative solution shall demonstrate understanding of ESS implementation in accordance with the ESS requirements. Do not exceed three (3) single-sided, 8-1/2 x 11 pages.]

DISCLAIMER: Historic anomaly averages contained within the E-16B memo incorporated into this contract do not reflect conditions at the project site. Contractor assumes the risk that the number of anomalies encountered at the project site may differ from historic averages reflected in the E-16B memo.

4.5 HISTORICAL, ARCHAEOLOGICAL AND CULTURE RESOURCES:

In the event of historical artifacts encounter during excavation work, Contractor shall immediately suspend all excavation activity, protect the subject site and report the incident to the Contracting Officer via the PM. The Government will coordinate with State Historic and Preservation Officer (SHPO) for direction and guidance.

5.0 BUILDING / FACILITY REQUIREMENTS

5.1 DESIGN AND CONSTRUCTION REQUIREMENTS:

In addition to the codes and standards listed in Part 2 and Part 5 of the Basic Contract, the construction shall be in accordance with the latest revision/edition of applicable current codes, standards, and regulations requirements of this statement of work and include Energy Star efficiency initiatives. The term "Latest Revision/Edition" is defined as the version as of the project Task Order Award 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 contain in BCE Work Clearance Request are obtained before construction begins.

The contractor shall obtain a Work Clearance Request Form prior to the start of work, and any other applicable permits required for work being accomplished.

Due to age and undocumented existing conditions, Government documents and “as-built” drawings shall not be solely relied upon for project information. The contractor shall perform field reconnaissance, surveys, and field measurements to verify dimensions shown on government furnished reference documents.

The contractor’s operations shall be limited to providing minimum disruption to facility operations and mission requirements. Applicable work contingency plans shall be available in the event of a natural disaster and other related emergencies.

The contractor’s operation shall be confined to the immediate vicinity of the new work and shall not, in any way, interfere or obstruct the ingress and egress to and from adjacent property. All existing improvements shall be protected from damage.

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

A. Building Code:

1. United Federal Guide Specifications (UFGS)

2. UFC 1-300-07A Design-Build Technical Requirements,

3. UFC 1-200-01, Design: General Building Requirements, which requires the use of International Building Code (IBC) 2009,

4. UFC 03-100-10 Architecture

5. UFC 03-120-10 Interior Design

6. UFC 1-300-09N, Design Procedures

7. National Fire Protection Association (NFPA) 101 Life Safety Code,

8. UFC 3-600-01 Fire Protection Engineering for Facilities

9. DoD Architectural Barriers Act (ABA) Accessibility Standards

10. Andersen Air Force Base Architectural Compatibility and Base Design standards

11. Anti-terrorism/Force Protection Guidelines

12. Unified Facility Guide Specifications (UFGS)

13. Unified Facilities Criterias (UFCs) and Facility Criterias (FCs)

14. UFC 1-200-01 (General Building Requirements).

15. American Society of Testing and Materials (ASTM), D 395, D 418, D 2256, D 3786, D 4491, D

4533, D 4632, D 4833, F 355, F 405, F 449, & F 667

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

17. UFC 3-575-01, Lightning and Static Electricity Protection System, 01 July 2012

18. Plumbing Code: International Plumbing Code, Current Edition.

19. Electrical Codes: National Electrical Code, Current Edition.

20. Marianas Region Architectural and Construction Standard (MRACS)

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

22. Public Works Utilities Criteria for Design and Construction: Electrical, Sewer, and Water

23. UFC 3-110-03, Roofing, including Change 1, 22 May 2014

24. International Building Code (IBC)

25. Life Safety Code, NFPA 101

26. Explosive Safety Submission (ESS)

27. UFC 3-201-01 Civil Engineering

28. UFC 3-210-10 Low Impact Development

29. UFC 3-500-10N, Electrical Engineering

30. Safety and Accident Prevention: OSHA and the Corps of Engineers Safety Manual EM 385-1-1

(Latest Edition).

All design drawings, specifications and calculations shall be done by/or under the direct supervision of a Professional Engineer with current National Council of Examiners for Engineering and Surveying (NCEES) registration issued from a state within the United States of America (USA) or one of its territories who shall stamp all design drawings, specifications, and calculations. The Contractor shall be responsible for the professional quality, technical accuracy, and the coordination of all designs, drawings and other services furnished by the Contractor under this contract. The Contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, and other deliveries.

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.

Restoration of road AC/concrete pavement, concrete sidewalk and curb affected by new work to original condition or better. Thickness of AC/concrete, friction course, base course, and sub-base shall be in accordance with thickness required by government or match the existing thickness on pavement areas affected by the new work, whichever is stringent.

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 in accordance with UFGS Section 01 32

17.00 20 – Cost-Loaded Network Analysis Schedule (NAS). 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 project NAS must be cost- loaded and will provide the basis for progress payments. The work under this task order 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.

The Contractor is required to provide a project specific Construction Quality Control (CQC) Plan in accordance with Part B, Section 01 45 00.00 20, Quality Control, paragraph 1.6 for review and approval by the Contracting Officer. The Contractor shall perform no construction activity until the CQC Plan is approved.

Regular working hours shall consist of an 8-hour period established by the Contracting Officer between 7:30 a.m.

and 4:30 p.m., Monday through Friday, excluding Saturday, Sunday and Federal Holidays.

Work outside regular working hours requires Contracting Officer approval. Coordinate all work outside regular working hours with the Contracting Officer three days in advance to allow arrangement to be made by the

Government for the area to be available for inspecting the work in progress. During periods of darkness, active work areas shall be lighted in a manner approved by the Contracting officer.

5.2 SUSTAINABLE DESIGN:

Contractor shall comply with UFC 1-200-02 High Performance and Sustainable Building Requirements, UFGS Section 01 33 29.05 20 Sustainability Requirements for Design-Build, and other pertinent directives. Provide narrative describing minimum sustainable characteristics of materials and systems used in project. Provide narrative describing sustainable goals and completed sustainability checklist. Register the project with a third-party certification organization and have the sustainability submittal documentation certified to meet the requirements.

Integrate sustainable guiding principles into the design, development, and construction of the project. Reduce the total cost of ownership of the facility using a whole building, life-cycle approach. Provide integrated sustainable design strategies and features to minimize the energy consumption of the facilities; conserve resources; minimize adverse effects to the environment; and improve occupant productivity, health, and comfort.

Development and implementation of a green procurement plan is required by AFI 32-7080. Contractor shall conform to applicable procurement requirements found in Section 6002 of RCRA; 40 CFR 247; Executive Orders 13423 and 13514; and Federal Acquisition Regulation (FAR) Subparts 23.2, 23.4, and 23.7.

5.3 ENERGY CONSERVATION:

Comply with the UFC 1-200-02 High Performance and Sustainable Building Requirements and ASHRAE/IESNA Standard 90.1-2013 “Energy Standard for Buildings Except Low-Rise Residential Buildings” in accordance with ECB 2014-02. Building systems replaced under this project shall comply with the current requirements for that building system even where not required by the standard. For example, a constant volume air handing unit shall be replaced with a variable air volume air handling unit where a variable air volume air handling unit is required by the standard for a new building.

5.4 BUILDING COMMISSIONING:

Refer to section 2.5.1

5.5 ACCESSIBILITY REQUIREMENTS:

Provide barrier-free design in accordance with UFC 1-200-01, DoD Building Code (General Building Requirements).

5.6 CYBERSECURITY: NOT USED.

5.7 INDUSTRIAL CONTROL SYSTEMS (ICS) & INFORMATION ASSURANCE (IA): NOT USED.

5.8 CONTRACTOR ACCESS TO SENSITIVE AREAS: NOT USED.

6.0 ROOM REQUIREMENTS: NOT USED.

7.0 ENGINEERING SYSTEMS REQUIREMENTS (ESR)

F20 SELECTIVE BUILDING DEMOLITION

F2010 1.1 General Demolition Structures and elements to be demolished are as noted in this RFP.

F2010 1.3 DUST CONTROL

Prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area.

F2010 1.4 TRAFFIC CONTROL

Provide traffic control for work that endangers the safety of pedestrians or vehicles.

G10 SITE PREPARATION: Not Used.

G101001 SITE Clearing: Not Used.

G101006 DEBRIS Disposal Dispose of demolished material, rubbish, and debris generated by the project in accordance with the applicable Federal and Local government guidelines and requirements for safe removal and disposal.

G1020 SITE DEMOLITION & RELOCATIONS:

Preserve the building and site elements not indicated for removal and disposal in the Scope of Work.

G1030 SITE EARTHWORK:

Trenching to connect the new sewer line to existing septic tank. Acquire and provide new materials, required in excess of that resulting from project excavation, from off Government property. All unsuitable material and surplus excavation shall become the property of the Contractor and shall be disposed of off Government property.

G103011 TEMPORARY EROSION & SEDIMENT CONTROL

Provide temporary erosion and sediment control per the requirements of the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm water Discharges Associated with Construction Activities. Prepare Storm water Pollution Prevention Plan (SWPPP), submit Notice of Intent (NOI), and obtain coverage under the EPA Construction General Permit.

Storm Water Management (LID - Low Impact Development)

Comply with UFC 3-210-10 "LOW IMPACT DEVELOPMENT". These policies are in addition to State or Local storm water management program permit requirements. The Designer of Record (DOR) shall balance all requirements, Federal, State, Local, LEED and the above stated policies, and acquire required regulatory permits when managing storm water generated.

G20 SITE IMPROVEMENTS

G2010 ROADWAYS: Not Used.

G2020 PARKING LOTS: Not Used.

G2030 PEDESTRIAN PAVING: Not Used

G2040 SITE DEVELOPMENT: Not Used.

G2050 LANDSCAPING

Contractor shall grade and re-seed for any grass area disturbed by construction activities. Any existing landscaping disturbed for this project shall be replaced with like kind.

G30 SITE CIVIL/MECHANICAL UTILITIES

The project plans shall provide for the relocation or adjustments of any existing utilities within the project work area. Identify and obtain all permits to comply with all federal, state, and local regulatory requirements associated with this work.

G3010 WATER SUPPLY

The existing water system serving the project site is owned by Andersen Air Force Base Public Works.

The Contractor may obtain water needed for construction activities or landscaping Maintenance by arrangement with the contracting officer. Any cost for water will be According to current contracting policies.

G3020 SANITARY SEWER

Not Used.

G40 SITE ELECTRICAL UTILITIES

G4010 ELECTRICAL DISTRIBUTION

The electrical design shall comply with the design criteria specified in UFC 3-500-10N, Electrical Engineering.

Underground Electric Conductors

All conductors shall be copper.

Underground electrical distribution shall comply with Section 2.2-10 of UFC 3-500-10N, Electrical Engineering.

G4030 SITE COMMUNICATION & SECURITY: Not Used.

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LOCATION