SOW_2023-0108 Repair and Modernize BIAP Operational Control Room Design Package 24AUG2023.pdf

US Army Corps of Engineers ® Transatlantic Expeditionary District

REPAIR AND MODERNIZE

BIAP OPERATIONAL

CONTROL ROOM

BAGHDAD, IRAQ

2023-0108

STATEMENT OF WORK

AUGUST 2023

2023-0108 REPAIR AND MODERNIZE BIAP OPERATIONAL CONTROL ROOM

Repair and Modernize BIAP Operational Control Room 20230108

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00.00 45 BID SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 STATEMENT OF WORK (SOW)

01 10 15 TECHNICAL REQUIREMENTS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 21 PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

PROJECT TABLE OF CONTENTS Page 1

APPENDIX A - DRAWINGS

APPENDIX B - SUBMITTAL REGISTER AND SUBMITTAL FORMS

APPENDIX C - EXISTING BUILDING TO BE RENOVATED PHOTOS

APPENDIX D - FFE PACKAGE

-- End of Project Table of Contents --

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 00.00

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

DOCUMENT 00 11 00.00 45 Page 1

SECTION 00 01 00.00

BID SCHEDULE

PART 1 GENERAL

1.1 BID SCHEDULE

1.1.1 Schedule No. 1

Item No.

Description Estimated Quantity

Unit Unit Price

Estimated Amount

0001 Architectural and Engineering Design 1 JOB $___________

0002 Mobilization/ Demobilization 1 JOB

0003 Survey and Site Investigation 1 JOB

0004 As-Built Drawings

1 JOB $___________

0005 Demolition

1 JOB $___________

0006 BIAP 1 Detention Center - Electrical Requirements 1 JOB $___________

0007 BIAP 1 Control Room - Architectural Requirements 1 JOB $___________

0008 BIAP 1 Control Room - Mechanical Requirements 1 JOB $___________

0009 BIAP 1 Control Room - Electrical Requirements 1 JOB $___________

0010 FFE Package

1 JOB $___________

TOTAL BASE ITEMS COST

0011 Option 1 - New Transformer

1 JOB $___________

DOCUMENT 00 11 00.00 45 Page 2

Item No.

Description Estimated Quantity

Unit Unit Price

Estimated Amount

Option 2 - Uninterruptible

Power Supply (UPS)

1 JOB $___________

DOCUMENT 00 11 00.00 45 Page 3

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 11 00.00 45 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00

STATEMENT OF WORK (SOW)

PART 1 GENERAL

1.1 SUMMARY OF WORK

1.1.1 PERIOD OF PERFORMANCE

1.1.2 NOTICE TO PROCEED

1.1.3 CONTRACTOR REQUIREMENTS

1.1.4 HOURS OF OPERATION AND CONSTRUCTION SCHEDULE

1.2 APPENDICES

1.3 PROJECT LOCATION, BOUNDARIES, AND WORK RESTRICTIONS

1.3.1 Contractor Access

1.4 COORDINATION WITH OTHERS

1.5 SECURITY AND SITE ACCESS

1.6 BIDDER SITE VISIT

PART 2 GENERAL WORK ITEMS

2.1 MOBILIZATION AND DEMOBILIZATION

2.2 SURVEY AND SITE INVESTIGATION

PART 3 SITE IMPROVEMENT AND DEVELOPMENT

3.1 DEMOLITION

3.2 CONCRETE STOOP

PART 4 FACILITIES

4.1 BIAP 1 DETENTION CENTER

4.1.1 Electrical Requirements

4.2 BIAP 1 CCTV CONTROL ROOM

4.2.1 Architectural Requirements

4.2.2 Mechanical Requirements

4.2.3 Electrical Requirements

PART 5 OPTIONAL WORK

5.1 OPTION 1 - NEW TRANSFORMER

5.2 OPTION 2 - UNINTERRUPTIBLE POWER SUPPLY (UPS)

SECTION 01 10 00 Page 1

SECTION 01 10 00

STATEMENT OF WORK (SOW)

PART 1 GENERAL

1.1 SUMMARY OF WORK

The Repair and Modernize BIAP Operational Control Room Project at Baghdad International Airport (BIAP), Iraq includes installation of new CCTV cameras in the interior and exterior of the existing BIAP 1 detention center and renovation/conversion of the existing structure to a new CCTV control room. This is a Design Build Contract, the Contractor is responsible for designing all aspects of this project in accordance with Section 01 10 00, Section 01 10 15, and the provided drawings.

All requirements set forth in this Section, 01 10 00 (SOW), but not included in the TECHNICAL REQUIREMENTS, Section 01 10 15, shall be considered as set forth in both and vice versa.

1.1.1 PERIOD OF PERFORMANCE

The contractor shall have a period of performance (POP) of 180 days after receipt of the Notice to Proceed (NTP) to complete the project.

1.1.2 NOTICE TO PROCEED

The Contracting Officer (KO) shall issue Notice to Proceed (NTP) once all preconstruction activities have been complete including submittal of dig permits, approval of contractor submitted construction schedule, and approval of shop drawings.

1.1.3 CONTRACTOR REQUIREMENTS

Contractor shall provide qualified supervisory, technical, and labor personnel capable of meeting base access requirements. Contractor's labor force shall, at a minimum, possess the skills necessary for project construction.

The contractor shall provide a project manager that shall be present during all phases of construction. The project manager shall have training and experience in similar construction and complexity as this project.

The Contractor shall provide the power source for all electrical power requirement during construction, commissioning and Pre & Final inspections, and for any other purposes. The contractor shall be responsible for fuel, maintenance and placement of power generator.

The contractor shall ensure that the designated work site is left in clean and orderly condition at all times.

1.1.4 HOURS OF OPERATION AND CONSTRUCTION SCHEDULE

The contractor is responsible for submitting a construction schedule to

SECTION 01 10 00 Page 2 the Contracting Officer's Representative (COR) for approval. The contractor must maintain, at all times, an adequate workforce for the uninterrupted performance of all tasks defined within this SOW. In the event the Installation Commander directs a temporary shutdown of the jobsite, the contractor shall comply with all directives. The KO and COR will coordinate any adjustments to the Period of Performance (PoP) for delays cause by the United States Government (USG) as result of a temporary shutdowns.

The Contractor shall be aware of and incorporate local holidays that may impact construction or material delivery and any mitigation measures to maintain the construction schedule into the contractor's proposal and construction schedule. The following are some, but not all, of the holidays recognized by the regional government.

International Labor Day Eid-al-Fitr Feast (End of Ramadan) Eid-al-Qurban Feast Muharram (Islamic New Year)

1.2 APPENDICES

The following list of appendices are part of this solicitation:

APPENDIX A - Drawings The Drawings provided in this appendix are for the renovation of the existing building, and are to be adhered to unless otherwise required in this Statement of Work. The drawings are conceptual and are not intended to be the construction documents.

APPENDIX B - Submittal Register and Submittal Forms This appendix provides the required submittals the Contractor must provide the Government and the transmittal forms to accompany any submittals.

APPENDIX C - Site Photos This appendix provides site photos of the project area. These photos are for informational purposes only and are not intended to provide photographical documentation of all aspects of the project.

APPENDIX D - FFE Package This appendix provides the furniture, furnishings, and equipment cut sheets for all FFE required to be supplied by the Contractor in paragraphs, FURNISHED FURNITURE AND EQUIPMENT (FFE) PACKAGE.

1.3 PROJECT LOCATION, BOUNDARIES, AND WORK RESTRICTIONS

The Project is located at Baghdad International Airport (BIAP), Iraq. The project boundaries are shown on the site plan drawing provided with the Drawings in APPENDIX A. Project boundaries shown are based on aerial imagery and may not reflect real world coordinates. The Contractor shall verify the accuracy of the coordinates shown, and submit to the Government for approval. The Contractor shall stake out the provided project coordinates and notify the Government for a site inspection. The Government may slightly modify the location of the project boundaries in the field, if required. The development of the site, and construction of all permanent structures, are required to be fully within this defined area identified. The Contractor shall notify the COR immediately should the development of the proposed site require an encroachment beyond the boundary.

SECTION 01 10 00 Page 3

1.3.1 Contractor Access

Access to the project site shall be through the BIAP Entry Control Point (ECP). The Contractor is responsible for providing any access/haul roads for the Contractor's construction activities within the project limits of work boundary.

1.4 COORDINATION WITH OTHERS

The Contractor shall be fully responsible for gaining any necessary permissions along with any and all coordination with all entities regarding site access, working hours, transportation of materials, badging requirements, applicable permits, etc. The Contractor shall also be fully responsible for coordination with the multiple contractors who may be working in adjacent and sometimes overlapping work areas. The Contractor shall be responsible for coordinating with the Coalition Forces and any other entity that operates within BIAP detention center.

The Contractor shall obtain all required permits and a pre-construction meeting shall be held with the COR prior to performing any work. Work that requires excavation below the surface must have a "Dig Permit", obtained by the contractor from the BIAP detention center. In the event that an underground utility is damaged by Contractor activities, the contractor shall be responsible for all of the costs of the repairs. Work that requires power to be turned off must have an approved "Utility Outage Request", obtained by the contractor from BIAP detention center.

1.5 SECURITY AND SITE ACCESS

Security and site access shall be the responsibility of the Contractor including, but not limited to, the following:

a. Off-site Security: The Contractor must have an appropriate amount of security/protection to match the threat in the project area, outside of the detention center perimeter, and along the supply routes.

b. On-site Security: The Contractor shall make all reasonable attempts for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.

Fire-arms and/or armed security guards will not be permitted within the detention center.

c. Site Access: Gaining site access shall be the responsibility of the Contractor. All access requirements through the BIAP detention Center shall be coordinated and approved by the requiring entity in accordance with paragraph, Contractor Access.

1.6 BIDDER SITE VISIT

A site visit will be held for all bidder's for this contract. It is imperative that all bidder's attend this site visit to determine quantities of some items and to provide first hand information on the scope. After the bidder's site visit, the bidder's will have an opportunity to submit questions via ProjNet to clarify any scope questions.

SECTION 01 10 00 Page 4

PART 2 GENERAL WORK ITEMS

2.1 MOBILIZATION AND DEMOBILIZATION

Mobilization and Demobilization shall consist of all labor, equipment, supplies, and temporary facilities required to stage all equipment and facilities needed for construction of this project. Staging and laydown areas shall be within an area adjacent to the project area. The Staging and Laydown area shall be coordinated and approved by the detention center authorities. The Contractor shall show the laydown and staging area on the existing conditions survey.

2.2 SURVEY AND SITE INVESTIGATION

The Contractor shall complete an existing conditions survey within the project boundaries to provide and/or complete all work that is required by the statement of work. The survey shall include any surface features, existing utilities, and existing conditions within the project work limits as indicated on the Appendix Drawings. While the Contractor is conducting the survey, a site investigation shall be conducted to locate and confirm all existing utilities and/or structures.

PART 3 SITE IMPROVEMENT AND DEVELOPMENT

3.1 DEMOLITION

All demolished material, trash, and debris shall be hauled offsite at a Contractor acquired disposal area outside of detention center. The Contractor shall be responsible for acquiring the offsite disposal area and any associated fees for use of the disposal area. The Contractor acquired disposal area shall be in accordance with all local and Government laws.

3.2 CONCRETE STOOP

The contractor shall construct a new concrete stoop at the southeast door of the CCTV control room. See Figure 1 in Appendix C for existing conditions.

PART 4 FACILITIES

4.1 BIAP 1 DETENTION CENTER

The Contractor shall install new cctv cameras in the interior and exterior of the detention center. The cctv cameras shall be installedin accordance with the requirements in Section 01 10 00 STATEMENT OF WORK, Section 01 10 15 TECHNICAL REQUIREMENTS, and the Appendix Drawings provided in Appendix A.

4.1.1 Electrical Requirements

a. Provide new CCTV cameras. All CCTV cameras shall send video to the new CCTV control room.

4.2 BIAP 1 CCTV CONTROL ROOM

The Contractor shall renovate the existing structure. The control room

SECTION 01 10 00 Page 5 shall be renovated in accordance with the requirements in Section 01 10 00 STATEMENT OF WORK, Section 01 10 15 TECHNICAL REQUIREMENTS, and the Appendix Drawings provided in Appendix A.

4.2.1 Architectural Requirements

a. Repair all damaged or cracked walls, see Figure 2 in Appendix C for existing conditions. Paint all existing interior walls in accordance with Section 01 10 15 TECHNICAL REQUIREMENTS

b. Paint all exterior walls in accordance with Section 01 10 15

TECHNICAL REQUIREMENTS

c. Provide new doors and frames to replace existing doors and frames. Patch and paint as required.

d. Floor to be completely cleaned and sealed epoxy. See Figure 5 in Appendix C for existing conditions.

4.2.2 Mechanical Requirements

a. Provide mini split system in room for cooling/heating. contractor to verify split system quantity and capacity in room.

4.2.3 Electrical Requirements

a. Provide new electrical wiring to all light switches and fixtures, outlets, and all equipment requiring electrical connection.

b. Install new communications system.

PART 5 OPTIONAL WORK

5.1 OPTION 1 - NEW TRANSFORMER

If this option work is exercised by the Government, the Contractor shall furnish and install a New Transformer. The New Transformer shall have a unit of measure "job" under bid item, New Transformer, of the Bid Schedule.

5.2 OPTION 2 - UNINTERRUPTIBLE POWER SUPPLY (UPS)

If this option work is exercised by the Government, the Contractor shall furnish and install a new Uninterruptible Power Supply. The Uninterruptible Power Supply shall have a unit of measure "job" under bid item, Uninterruptible Power Supply (UPS), of the Bid Schedule.

SECTION 01 10 00 Page 6

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 15

TECHNICAL REQUIREMENTS

PART 1 GENERAL

1.1 COMPLIANCE

1.2 MINIMUM AND ALTERNATE REQUIREMENTS

1.3 KEY PERSONNEL

1.3.1 Contractor Project Manager

1.3.2 USG Contracting Officer (KO)

1.3.3 USG Contracting Officer Representative (COR)

1.3.3.1 COR Duties

1.3.3.2 COR Functions

1.3.3.3 COR Responsibilities

1.4 QUALITY ASSURANCE

1.5 WARRANTY

1.6 SITE SAFETY

1.6.1 Job Hazard Anaysis

1.6.2 Work Site Safety

1.6.3 Personal Protective Equipment (PPE)

1.6.4 Excavations

1.6.5 Work Stoppages

1.7 MATERIALS AND STORAGE

1.7.1 Material Deliveries

1.7.2 Contractor Responsibility

1.7.3 Material Protection

1.7.4 Material Rejection

1.8 SUBMITTALS

PART 2 ARCHITECTURAL REQUIREMENTS

2.1 GENERAL

2.1.1 Materials and Standards

2.1.2 Design Criteria

2.2 CONCRETE

2.2.1 Finish

2.2.2 Precast

2.3 THERMAL PERFORMANCE OF EXTERNAL BUILDING ASSEMBLIES

2.3.1 Thermal Performance

2.4 CONNECTIONS AND JOINTING

2.4.1 Soldering

2.4.2 Seaming

2.4.3 Cleats

2.5 METALS

2.5.1 Materials

2.5.2 Galvanized Sheet Steel

2.5.3 Wall Capping

2.5.4 Flashing

2.5.4.1 Through-Wall Flashing

SECTION 01 10 15 Page 1

2.5.4.2 Lintel Flashing

2.5.5 Expansion Joints

2.6 SEALANTS

2.6.1 General

2.6.2 Interior Sealants

2.6.3 Exterior Sealants

2.6.4 Floor Joint Sealants

2.6.5 Primers

2.6.6 Bond Breakers

2.6.7 Backing

2.6.8 Surface Preparation

2.6.9 Masking Tape

2.6.10 Protection

2.6.11 Final Cleaning

2.6.12 Masonry & Other Porous Surfaces

2.6.13 Metal & Other Non-Porous Surfaces

2.7 DOORS

2.7.1 Exterior Doors

2.7.2 Steel Doors

2.7.3 Rated Doors

2.7.4 Thresholds

2.7.5 Frames

2.7.5.1 Standard Steel Frames

2.7.5.2 Welded Frames

2.7.5.3 Stops & Beads

2.7.5.4 Weather Stripping

2.7.6 Anchors

2.7.6.1 Wall Anchors

2.7.6.2 Floor Anchors

2.7.7 Hardware

2.7.7.1 Hardware Preparation

2.7.7.2 Hinges

2.7.7.3 Locksets

2.7.7.4 Closers

2.7.7.5 Door Stops

2.7.7.6 Keying System & Lock Cylinders

2.7.8 Finishes

2.7.8.1 General

2.7.8.2 Sealers

2.7.9 Fabrication

2.7.10 Installation

2.7.10.1 General

2.7.10.2 Frames

2.7.10.3 Weather Stripping

2.7.10.4 Protection & Cleaning

2.7.10.5 Pre-fitting Doors

2.8 FINISHES

2.8.1 General

2.8.2 Paints & Coatings

2.8.2.1 General

2.8.2.2 Concrete Sealers

2.8.2.3 Paint

2.8.3 Expansion Joints

2.8.4 Exterior Walls

2.8.5 Interior Walls

2.9 FLOORS

PART 3 MECHANICAL

SECTION 01 10 15 Page 2

3.1 GENERAL

3.2 OUTSIDE DESIGN CONDITIONS

3.3 INDOOR DESIGN CONDITIONS

3.3.1 NOISE LEVELS

3.3.2 INTERNAL LOADS

3.3.3 NEW AIR COOLING AND HEATING

3.3.4 UNITARY DUCTLESS SPLIT-PACK HEAT PUMP UNITS

3.4 VENTILATION AND EXHAUST SYSTEMS

3.4.1 General

3.4.2 Outside Intake Louvers

3.4.3 Wall Penetrations

3.4.4 Air Filtration

3.5 FINAL TESTING

3.5.1 GENERAL

3.5.2 ELECTRICAL REQUIREMENTS FOR HVAC EQUIPMENT

PART 4 ELECTRICAL

4.1 GENERAL DESIGN REQUIREMENTS

4.1.1 Conflicts in Standards

4.1.2 Installation

4.1.3 Testing

4.1.4 Units

4.2 PRODUCT CRITERIA

4.3 SYSTEM STANDARDS

4.3.1 Electrical Distribution System

4.3.1.1 General

4.3.1.2 Electrical System

4.3.1.3 Panelboards

4.3.1.4 Circuit Breakers

4.3.1.5 Conductors

4.3.2 Interior Distribution System

4.3.2.1 Conduit

4.3.2.2 Cable Tray

4.3.2.2.1 Cable Tray Support

4.3.2.3 Receptacles

4.3.3 Transformer

4.3.4 Lighting

4.3.4.1 Indoor Lighting

4.3.4.2 Exterior Lighting

4.3.4.3 Emergency Lighting

4.3.4.4 Light Fixtures

4.3.4.5 Illuminated Exit Signs

4.3.5 Single Line Diagram

4.3.6 Grounding & Bonding

4.4 CLOSED-CIRCUIT TELEVISION (CCTV) SYSTEM

4.4.1 CCTV Camera

4.4.2 Camera Housing and Mounts

SECTION 01 10 15 Page 3

SECTION 01 10 15

TECHNICAL REQUIREMENTS

PART 1 GENERAL

1.1 COMPLIANCE

The Contractor's design and construction shall comply with all design requirements contained herein for all features of work. The Contractor shall provide design (where required) and construction using the best blend of cost, construction efficiency, system durability, ease of maintenance and environmental compatibility. The contractor shall utilize the requirements contained herein to complete the design and produce final construction documents. The requirements contained within this section are applicable to the extent the specific scope of work listed below is directly, or indirectly, required under the SCOPE OF WORK, or otherwise necessary to result in a complete and fully functional final project.

1.2 MINIMUM AND ALTERNATE REQUIREMENTS

The product requirements stated in these documents are minimum requirements. Exceeding the minimum requirements as improvements to the design stated herein is highly encouraged, at no additional cost, and as approved by the government. Any deviation from the technical requirements shall be approved by the Contracting Officer (KO). Request for deviations shall be submitted for approval. The Contractor is encouraged to propose alternate design or products (equipment and material) that are more commonly used in the region; but these variations shall be equal in performance from a technical standpoint, as well as more cost effective or allow for more timely completion. Variations shall furnish the same system safety, durability, ease of maintenance and environmental compatibility.

All variations of approved designs must be approved by the Contracting Officer (CO).

1.3 KEY PERSONNEL

1.3.1 Contractor Project Manager

The contractor shall provide a Project Manager (PM) who shall be responsible for the performance of the work. The contractor shall designate in writing to the Contracting Officer and COR the name of the Project Manager and the Alternate responsible for the performance of the work prior to work commencing. The Project Manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The Project Manager or alternate shall be available between 8:00 a.m. to 4:30p.m. Monday through Sunday, except during recognized Iraqi holidays as shown on the contractor's construction schedule, or when the USG facility closes for administrative reasons. It is the contractor's responsibility to provide a PM with qualifications IAW the project specifications. In the Proposal, contractor must list qualifications of project managers and other key personnel with regard to their project management and engineering experience in relation to the project.

SECTION 01 10 15 Page 4

1.3.2 USG Contracting Officer (KO)

Only the KO has the authority to enter into, administer, modify, direct, and/or terminate the contract and make related determinations and findings for the USG.

1.3.3 USG Contracting Officer Representative (COR)

1.3.3.1 COR Duties

The COR monitors all technical aspects of the contract and assists in contract administration.

1.3.3.2 COR Functions

The COR is authorized to perform the following functions:

a) Ensure the contractor performs the technical requirements of the contract,

b) Perform inspections necessary in connection with contract performance,

c) Maintain written and oral communications with the contractor concerning technical aspects of the contract,

d) Monitor Contractor's performance and notifies both the KO and Contractor of any deficiencies,

e) Coordinate availability of USG furnished property,

f) And provide site entry of Contractor personnel.

1.3.3.3 COR Responsibilities

A letter of designation issued to the COR, a copy of which is sent to the Contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates, or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.4 QUALITY ASSURANCE

Quality Control (QC): The contractor shall develop and implement procedures to identify, prevent, and ensure non-recurrence of defective services. The Quality Control Program (QCP) is developed by the contractor for its internal use to ensure that it performs and delivers high- quality service. The contractor's QCP is the means by which the contractor ensures all work complies with the requirements of the contract. The QCP identifies and corrects potential and actual problem areas throughout the entire scope of the contract.

1.5 WARRANTY

The contractor shall provide a one (1) year warranty on all work and labor performed for this project. Contractor shall secure the full manufactures warranty on all materials and components purchased.

1.6 SITE SAFETY

1.6.1 Job Hazard Anaysis

The contractor shall develop a Job Hazard Analysis (JHA), Job Safety

SECTION 01 10 15 Page 5

Analysis (JSA), or Risk Assessment that identifies all hazards on the jobsite and the risk reduction controls in place for each risk. The contractor shall have the JHA, JSA, or Risk Assessment on site during all phases of construction.

1.6.2 Work Site Safety

The contractor shall be solely responsible for work site safety and compliance with the Job Hazard Analysis (JHA), Job Safety Analysis (JSA), or Risk Assessment.

1.6.3 Personal Protective Equipment (PPE)

The contractor's operator/crews will be equipped with and utilize appropriate work uniforms, personal protective equipment, to include:

a) safety shoes,

b) hard hats,

c) gloves,

d) eye protection,

e) hearing protection,

f) high visibility vests

g) and any other equipment required to work safely in darkness and inclement weather.

1.6.4 Excavations

Contractor shall assure that any open excavation areas are properly barricaded and marked with high visibility caution tape and reflective signs as necessary.

1.6.5 Work Stoppages

The USG and its representatives (COR, Fire Chief, Security Forces, and Task Force Safe Inspectors) reserve the right to stop work due to unsafe conditions without recompense to the contractor. Once stopped, work may only resume upon the authority of the KO.

1.7 MATERIALS AND STORAGE

1.7.1 Material Deliveries

The Contractor shall provide a minimum of 4 day's notice before bringing any material deliveries on the work site. The Contractor may be required to offload materials at a site approved by the USG for search purposes.

Once the material has been cleared, the Contractor shall reload the material and proceed to the job site. Stockpiling of material shall be allowed at the identified staging area in the plans if properly coordinated through the COR.

1.7.2 Contractor Responsibility

The contractor is responsible for the receipt, unloading, security and handling of all equipment and materials required for the completion of this work.

SECTION 01 10 15 Page 6

1.7.3 Material Protection

The contractor shall protect all stored material from weather and negligence. If, for any reason, materials are damaged the contractor shall replace the materials prior to use at the contractor's expense.

Contractor shall protect all materials from contaminants such as grease, oil, and dirt. Contractor shall ensure materials can be accurately identified after bundles are broken and tags removed. The contractor shall exercise extreme care in handling, placing, and installing required items and tasks. The contractor shall follow all manufacturer warranties.

1.7.4 Material Rejection

Materials deemed unfit for use by the COR from the technical advice of USG Engineers, or Safety Officer for reasons such as contamination, rusting, sun damage, water damage, wind damage, general poor condition or quality or abuse will be replaced as directed by the KO and at the contractor's expense for all work, cost and material required to make the correction.

1.8 SUBMITTALS

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

submittals not having a "G" designation are for information only.

SD-02 Shop Drawings

SD-01 Preconstruction Submittals

Demolition Plan; G

G

Renovation Plan; G

SD-03 Product Data

Doors; G

Paints & Coatings; G

Floors; G

SD-07 Certificates

Concrete Mix Design; G

SECTION 01 10 15 Page 7

PART 2 ARCHITECTURAL REQUIREMENTS

2.1 GENERAL

2.1.1 Materials and Standards

All material approved shall become standardized material to be used throughout the facilities under this Contract. Different sub-contractors shall not use different material or standards under the Contract. Intent of the project is to use locally procured materials (unless specified otherwise) and labor to the maximum extent possible while satisfying applicable codes and standards. Conflicts between criteria shall immediately be brought to the attention of the Contracting Officer for resolution. In such instances, the Contractor shall furnish all available information with justification to the Contracting Officer.

2.1.2 Design Criteria

a. Schematic Design-Build designs for the facility types requested in this proposal shall be used to design and construct a complete and usable facility that meets the minimum requirements stated in these documents.

b. The Codes, Standards, and Regulations listed in these documents shall be used in the construction of this project. The publications shall be as referenced in TECHNI CAL REFERENCES, or the most recent editions. Standards other than those mentioned may be accepted provided they meet the minimum requirements and the proof of equivalency as submitted to the Contracting Officer for approval.

2.2 CONCRETE

2.2.1 Finish

Horizontal finishes shall be troweled or screed. If finish is exposed concrete, then the surface shall be a broom finish for texture, and shall not interfere with the surface slope or drainage. Vertical work shall have a form finish. Exposed concrete shall be coated with an approved sealer.

2.2.2 Precast

Store precast units in a dry place and covered with a plastic or protective layer. Precast unit shop drawings shall be submitted for approval, and include details describing size, shape and location of installation. Precast units shall meet the minimum concrete strength requirements.

2.3 THERMAL PERFORMANCE OF EXTERNAL BUILDING ASSEMBLIES

2.3.1 Thermal Performance

Exterior building assemblies shall meet the following requirements:

UFC 1-200-01, General Building Requirements

In addition to the above criteria, building assemblies shall meet the following minimum requirements:

SECTION 01 10 15 Page 8

ASSEMBLY MINIMUM THERMAL VALUE

Exterior Walls (above grade) RSI 2.280 (R 13) Ceilings/Roofs RSI 5.284 (R 30) Floors (over unheated space) RSI 3.346 (R 19) Exterior Doors RSI 0.252 (R 1.43) Exterior Windows RSI 0.308(R 1.75) (includes glazing within doors)

Notes:

1. This table is a summary of ANSI/ ASHRAE 90.1 Table 5.5-5, Climate Zone 5 (A,B,C)

2. RSI measured in K-m2/W, R measured in SF-F-hr/BTU. 1 K-m2/W =

5.678 SF-F-hr/BTU.

2.4 CONNECTIONS AND JOINTING

2.4.1 Soldering

Soldering shall apply to copper and stainless steel items. Edges of sheet metal shall be pre-tinned before soldering is begun. Soldering shall be done slowly with well heated soldering irons so as to thoroughly heat the seams and completely sweat the solder through the full width of the seam.

Edges of stainless steel to be pre-tinned shall be treated with soldering acid flux. Soldering shall follow immediately after application of the flux. Upon completion of soldering, the acid flux residue shall be thoroughly cleaned from the sheet metal with a water solution of washing soda and rinsed with clean water.

2.4.2 Seaming

Flat-lock and soldered-lap seams shall finish not less than 25 mm. wide.

Unsoldered plain-lap seams shall lap not less than 75 mm. unless otherwise specified. Flat seams shall be made in the direction of the flow.

2.4.3 Cleats

A continuous cleat shall be provided where indicated or specified to secure loose edges of the sheet metalwork. Butt joints of cleats shall be spaced approximately 3 mm. apart. The cleat shall be fastened to supporting wood construction with nails evenly spaced not over 300 mm. on centers. Where the fastening is to be made to concrete or masonry, screws shall be used and shall be driven in expansion shields set in concrete or masonry.

2.5 METALS

2.5.1 Materials

Any metal listed by ASTM, DIN, BS or EN standards. Manual for a particular item may be used, unless otherwise specified or indicated. Materials shall conform to the requirements specified below and to the thicknesses and configurations established in ASTM, DIN, BS or EN standards.

Different items need not be of the same metal, except that if copper is selected for any exposed item, all exposed items shall be copper.

2.5.2 Galvanized Sheet Steel

Zinc-coated steel sheet conforming to ASTM A 653, DIN BS or EN Standards

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2.5.3 Wall Capping

Aluminum wall capping shall conform to ASTM B 209 M, DIN 18339, BS or EN Standards. Wall Capping shall be installed according to the manufacturer's recommendations.

2.5.4 Flashing

Flashing shall be installed at locations indicated and as specified below.

Sealing shall be according to the flashing manufacturer's recommendations.

Flashings shall be installed at intersections of roof with vertical surfaces and at projections through roof, except that flashing for heating and plumbing, including piping, roof and floor drains, and for electrical conduit projections through roof or walls are specified in other sections.

Except as otherwise indicated, counter flashings shall be provided over base flashings. Perforations in flashings made by masonry anchors shall be installed on top of joint reinforcement. Lashing shall be formed to direct water to the outside of the system.

2.5.4.1 Through-Wall Flashing

Through-wall flashing includes sill, lintel, and spandrel flashing. The flashing shall be laid with a layer of mortar above and below the flashing so that the total thickness of the two layers of the mortar and flashing are the same thickness as the regular mortar joints. Flashing shall not extend further in to the masonry backup wall than the first mortar joint.

Joints in flashing shall be lapped and sealed. Flashing shall be one piece for lintels and sills.

2.5.4.2 Lintel Flashing

Lintel flashing shall extend the full length of lintel. Flashing shall extend through the wall one masonry course above the lintels and shall be bent down over the vertical leg of the outer steel lintel angle not less than 50 mm, or shall be applied over top of masonry and pre-cast concrete lintels. Bed joints of lintels at joints shall be under laid with sheet metal bond breaker.

2.5.5 Expansion Joints

Metal expansion joints shall have a profile to allow deflection and expansion in two directions. Metal shall be treated for exterior conditions. Expansion joints shall be water proof.

2.6 SEALANTS

2.6.1 General

Provide a sealant compatible with the material(s) to which it is applied.

Do not use a sealant that has exceeded shelf life or has jelled and cannot be discharged in a continuous flow from the gun. Apply the sealant in accordance with the manufacturer's instructions with a gun having a nozzle that fits the joint width. Force sealant into joints to fill the joints solidly without air pockets. Tool smooth fresh sealant after application to ensure adhesion. Sealant shall be uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints; apply sealant, and tool smooth as specified.

Sealer shall be applied over the sealant when and as specified by the

SECTION 01 10 15 Page 10 sealant manufacturer.

2.6.2 Interior Sealants

ASTM C 834 or ASTM C 920, Type S or M, Grade NS, Class 12.5. Use NT, DIN, BS, or EN equal standards

2.6.3 Exterior Sealants

For joints in vertical and horizontal surfaces, provide ASTM C 920, Type S or M, Grade NS, DIN, BS, or EN equal standards.

2.6.4 Floor Joint Sealants

(ASTM C 920) Type S or M, Grade P, class 25, use T.

2.6.5 Primers

Provide a non-staining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application. Immediately prior to application of the sealant, clean out loose particles from joints. Where recommended by sealant manufacturer, apply primer to joints in concrete masonry units, wood, and other porous surfaces in accordance with sealant manufacturer's instructions. Do not apply primer to exposed finish surfaces

2.6.6 Bond Breakers

Provide the type and consistency recommended by the sealant manufacturer to prevent adhesion of the sealant to backing or to bottom of the joint.

Provide bond breakers to the back or bottom of joint cavities, as recommended by the sealant manufacturer for each type of joint and sealant used, to prevent sealant from adhering to these surfaces. Carefully apply the bond breaker to avoid contamination of adjoining surfaces or breaking bond with surfaces other than those covered by the bond breaker.

2.6.7 Backing

Backing shall be 25 to 33 percent oversize for closed cell and 40 to 50 percent oversize for open cell material, unless otherwise indicated.

Install backstops dry and free of tears or holes. Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified.

2.6.8 Surface Preparation

Surfaces shall be clean, dry to the touch, and free from dirt frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion. Oil and grease shall be removed with solvent and surfaces shall be wiped dry with clean cloths. When resealing an existing joint, remove existing calk or sealant prior to applying new sealant. For surface types not listed below, the sealant manufacturer shall be contacted for specific recommendations.

2.6.9 Masking Tape

Masking tape shall be placed on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or sealant smears. Masking tape shall be removed within 10 minutes after joint has

SECTION 01 10 15 Page 11 been filled and tooled

2.6.10 Protection

Protect areas adjacent to joints from sealant smears. Masking tape may be used for this purpose if removed 5 to 10 minutes after the joint is filled.

2.6.11 Final Cleaning

Provide cleaning solvent type(s) recommended by the sealant manufacturer except for aluminum and bronze surfaces that will be in contact with sealant. Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean and neat condition.

2.6.12 Masonry & Other Porous Surfaces

Immediately scrape off fresh sealant that has been smeared on masonry and rub clean with a solvent as recommended by the sealant manufacturer.

Allow excess sealant to cure for 24 hour then remove by wire brushing or sanding.

2.6.13 Metal & Other Non-Porous Surfaces

Remove excess sealant with a solvent-moistened cloth.

2.7 DOORS

2.7.1 Exterior Doors

All new exterior doors shall be heavy duty metal doors with metal frames.

2.7.2 Steel Doors

Provide steel doors that meet SDI A250.8, except as specified otherwise.

Prepare doors to receive specified hardware. Undercut where indicated.

Exterior doors shall have top edge closed flush and sealed to prevent water intrusion. Doors shall be 44.5 mm thick, unless otherwise indicated. Doors shall be constructed using heavy gauge steel with minimum thickness of 1.2 mm.

2.7.3 Rated Doors

The requirements of NFPA 80 and NFPA 105 respectfully shall take precedence over details and penetration restrictions indicated or specified. Fire rated door assemblies including hollow metal frame and hardware shall be provided as indicated in the design drawings. Rated doors and frames shall be tested and approved as an assembly and shall be provided by a single manufacturer/distributor. Hardware for fire rated door assemblies shall be labeled as appropriate for fire rated applications and shall be coordinated with door manufacturer.

2.7.4 Thresholds

All exterior doors shall be provided with manufactured metal thresholds conforming to ANSI/BHMA A156.21. Doors at all wet areas with ceramic tile or terrazzo tile flooring shall be provided with solid marble thresholds with marble threshold set 13 mm above tile. Thresholds shall span continuously from jamb to jamb

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2.7.5 Frames

2.7.5.1 Standard Steel Frames

SDI A250.8, except as otherwise specified. Form frames to sizes and shapes indicated, with welded corners or knock-down field-assembled corners. Provide steel frames for doors, transoms, sidelights, mullions, cased openings, and interior glazed panels, unless otherwise indicated

2.7.5.2 Welded Frames

Continuously weld frame faces at corner joints. Mechanically interlock or continuously weld stops and rabbets. Grind welds smooth.

2.7.5.3 Stops & Beads

Form stops and beads from 0.9 mm thick steel. Provide for glazed and other openings in standard steel frames. Secure beads to frames with oval-head, countersunk Phillips self-tapping sheet metal screws or concealed clips and fasteners. Space the fasteners approximately 300 to 400 mm on centers. Miter molded shapes at corners. Use butt or miter square or rectangular beads at corners.

2.7.5.4 Weather Stripping

Provide weather-stripping that is a standard cataloged product of a manufacturer regularly engaged in the manufacture of this specialized item. Black synthetic rubber gasket with tabs for factory fitting into factory slotted frames, or extruded neoprene foam gasket made to fit into a continuous groove formed in the frame, may be provided in lieu of head and jamb seals. Weather stripping shall be looped neoprene, synthetic rubber gasket, or vinyl held in an extruded non-ferrous metal housing.

Air leakage of weather stripped doors shall not exceed 0.003125 cubic meters per second of air per square meter of door area when tested in accordance with ASTM E 283.

2.7.6 Anchors

Provide anchors to secure the frame to adjoining construction. Provide steel anchors, zinc-coated or painted with rust-inhibitive paint, anchors not lighter than 1.2 mm thick.

2.7.6.1 Wall Anchors

Provide at least three anchors for each jamb. For frames which are more than 2285 mm in height, provide one additional anchor for each jamb for each additional 760 mm or fraction thereof.

2.7.6.2 Floor Anchors

Provide floor anchors drilled for 10 mm anchor bolts at bottom of each jamb member. Where floor fill occurs, terminate bottom of frames at the indicated finished floor levels and support by adjustable extension clips resting on and anchored to the structural slabs.

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2.7.7 Hardware

2.7.7.1 Hardware Preparation

Provide minimum hardware reinforcing gages as specified in ANSI A250.6.

Drill and tap doors and frames to receive finish hardware. Prepare doors and frames for hardware in accordance with the applicable requirements of SDI A250.8 and ANSI A250.6. For additional requirements refer to BHMA A115. Drill and tap for surface-applied hardware at the project site.

Build additional reinforcing for surface-applied hardware into the door at the factory. Locate hardware in accordance with the requirements of SDI A250.8, as applicable. Punch door frames, with the exception of frames that will have weather-stripping or lightproof or soundproof gasketing, to receive a minimum of two rubber or vinyl door silencers on lock side of single doors and one silencer for each leaf at heads of double doors. Set lock strikes out to provide clearance for silencers.

2.7.7.2 Hinges

a. Commercial duty exterior hinges shall have non-removable pins and be satin-chrome steel or stainless steel; Grade 1 anti-friction or ball bearing; and 3 each of 115 mm x 115 mm per leaf up to 900 mm wide door 125 mm x 125 mm for doors 900 mm to 1,200 mm wide.

b. Commercial duty interior hinges shall be Grade 1; antifriction or ball bearing; and 3 each of 115 mm x 115 mm per leaf up to 900 mm wide door 125 mm x 125 mm for doors 900 mm to 1,200mm wide.

c. Hinges for labeled fire doors must be either steel or stainless steel. Hinges shall conform to ANSI/BHMA A156.1 and A156.7.

2.7.7.3 Locksets

a. Exterior doors shall have commercial duty cypher locks conforming to ANSI / BHMA A156.13 for metal doors. Emergency exit devices shall be Grade 1, flush mounted type

b. Interior doors shall have mortise locksets conforming to ANSI / BHMA A156.13, Series1000, Grade 1.

c. All locks and latchsets shall be the product of the same manufacturer.

d. Locksets, padlocks and latchsets shall be provided, as required, with lever handles on each side.

e. Provide heavy duty hasp and locks at all fuel storage tanks.

2.7.7.4 Closers

Closers shall be provided on all exterior doors and fire-rated doors. All exterior doors and interior doors that require security or privacy such as toilet room shall be provided with heavy-duty hydraulic closers. Closers shall conform to ANSI/BHMA A156.4, Grade 1. Closers shall be surface-mounted, modern type, with cover. Closer shall be adjustable type and have slow-down control to prevent door leaf from slamming to frame.

Provide door silencers on all door frames provided with closers

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2.7.7.5 Door Stops

Door stops shall be provided on all exterior and interior doors. Door stops shall comply with ANSI/BHMA A156.16 and shall be satin chrome on bronze, Grade 1.

2.7.7.6 Keying System & Lock Cylinders

a. Provide locks for all doors. Provide thumb latch on inside of each door such that no key is necessary to exit any room or the building.

Coordinate the final keying schedule with the Contracting Officer prior to ordering locksets.

b. A Master key system shall be provided. Master key system shall include a separate & different key for each door with a master key provided to open any & all doors. Each building shall be provided with eight (8) master keys fitting all locks, eight (8) sub-master keys fitting all exterior doors and three (3) keys for each interior door. Provide 25% spare key blanks for the total amount of keys required for each building. Provide numbering system identifying which key is associated to which room door.

c. Lock cylinders shall comply with BHMA A156.5. Lock cylinder shall have six pins. Cylinders shall have key removable type cores. All locksets, exit devices, and padlocks shall accept same interchangeable cores.

2.7.8 Finishes

2.7.8.1 General

All surfaces of doors and frames shall be thoroughly cleaned, chemically treated and factory primed with a rust inhibiting coating as specified in SDI A250.8, or paintable A25 galv-annealed steel without primer. Where coating is removed by welding, apply touchup of factory primer. Provide door finish colors as selected by the Contracting Officer from the color selection samples.

2.7.8.2 Sealers

Provide a water-resistant sealer compatible with the specified finish as approved and as recommended by the door manufacturer.

2.7.9 Fabrication

Finished doors and frames shall be strong and rigid, neat in appearance, and free from defects, waves, scratches, cuts, dents, ridges, holes, warp, and buckle. Molded members shall be clean cut, straight, and true, with joints coped or mitered, well formed, and in true alignment. Dress exposed welded and soldered joints smooth. Design door frame sections for use with the wall construction indicated. Corner joints shall be well formed and in true alignment. Conceal fastenings where practicable. On wraparound frames for masonry partitions, provide a throat opening 3 mm larger than the actual masonry thickness. Design other frames in exposed masonry walls or partitions to allow sufficient space between the inside back of trim and masonry to receive caulking compound.

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2.7.10 Installation

2.7.10.1 General

Before installation, seal top and bottom edges of doors with the approved water-resistant sealer. Seal cuts made on the job immediately after cutting using approved water-resistant sealer. Fit, trim, and hang doors with a 2 mm minimum, 3 mm maximum clearance at sides and top, and a 5 mm minimum, 6 mm maximum clearance over thresholds. Provide 10 mm minimum, 11 mm maximum clearance at bottom where no threshold occurs. Bevel edges of doors at the rate of 3 mm in 50 mm. Door warp shall not exceed 6 mm when measured in accordance with WDMA I.S. 1-A. Hang doors in accordance with clearances specified in SDI A250.8. After erection and glazing, clean and adjust hardware

2.7.10.2 Frames

a. Set frames in accordance with SDI 105. Plumb, align, and brace securely until permanent anchors are set. Anchor bottoms of frames with expansion bolts or powder-actuated fasteners. Build in or secure wall anchors to adjoining construction. Backfill frames with mortar.

When an additive is provided in the mortar, coat inside of frames with corrosion-inhibiting bituminous material. For frames in exterior walls, ensure that stops are filled with rigid insulation before grout is placed.

b. For frames to be installed in exterior walls and to be filled with mortar or grout, fill the stops with strips of rigid insulation to keep the grout out of the stops and to facilitate installation of stop-applied head and jamb seals.

2.7.10.3 Weather Stripping

Install doors in strict accordance with the manufacturer's printed instructions and details. Weather strip the exterior swing-type doors at sills, heads and jambs to provide weather tight installation. Apply weather stripping at sills to bottom rails of doors and hold in place with a brass or bronze plate. Apply weather stripping to door frames at jambs and head. Shape weather stripping at sills to suit the threshold. Insert gasket in groove after frame is finish painted.

2.7.10.4 Protection & Cleaning

Protect doors and frames from damage. Repair damaged doors and frames prior to completion and acceptance of the project or replace with new, as directed. Wire brush rusted frames until rust is completely removed.

Clean thoroughly. Apply an all-over coat of rust-inhibitive paint of the same type used for shop coat. Upon completion, clean exposed surfaces of doors and frames thoroughly. Remove mastic smears and other unsightly marks.

2.7.10.5 Pre-fitting Doors

At the Contractor's option, doors may be provided factory pre-fit. Doors shall be sized and machined at the factory by the door manufacturer in accordance with the standards under which they are produced. The work shall include sizing, beveled edges, mortising, and drilling for hardware and providing necessary beaded openings for glass and louvers. Provide the door manufacturer with the necessary hardware samples, and frame and

SECTION 01 10 15 Page 16 hardware schedules as required to coordinate the work.

2.8 FINISHES

2.8.1 General

All exterior metal surfaces, including container exterior shall be painted to match existing adjacent buildings. Interior shall be painted gypsum board or plaster ceilings and walls. Provide color boards with all materials, paints and finishes for COR approval prior to ordering materials. Color boards shall remain on site in view or with the project engineer until completion of the facility.

2.8.2 Paints & Coatings

2.8.2.1 General

Paints and coatings shall be provided as a specification 09 90 00 Finishes, Paints and Coatings.

2.8.2.2 Concrete Sealers

Concrete sealers shall be a liquid chemical sealer-hardener compound.

Apply a minimum of two coats. Sealer shall be compatible with climate temperatures and not reduce the adhesion of resilient flooring, tile, paint, roofing, waterproofing or other materials applied to the concrete.

2.8.2.3 Paint

a. Paint shall be oil based or latex. A primer shall be placed prior to any coats of paint. A minimum of two (2) coats of paint shall be used for each surface.

b. Exposed exterior steel shall include items such as trim, frames, door, pipe rails and other exposed steel surfaces.